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HomeMy WebLinkAbout2019-01-09_GATEWAY PARK CENTER_CONFORMED DRAWINGS FOR BIDCO N S U L T A N T S FI R M C E R T I F I C A T I O N C. A # 6 0 5 7 ER I K S W A L K E R P. E : # 6 3 9 2 9 JO H N M O U D L E R P. E : # 3 3 2 0 0 CA R L O S E . J I M E N E Z P. E : # 4 7 9 2 3 RI C A R D O D U R A N P. E : # 6 4 7 6 8 GL E N R . S E I L E R P. E : # 8 3 3 4 7 BR + A C O N S U L T I N G E N G I N E E R S 26 0 0 D O U G L A S R O A D , S U I T E 1 1 0 0 CO R A L G A B L E S , F L 3 3 1 3 4 TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FO R T L A U D E R D A L E , F L 3 3 3 0 ` f. 9 5 4 . 9 0 3 . 9 3 0 0 f 9 5 4 . 9 0 3 9 3 0 1 ER I C S E A R C H E S E A R C H @ T H O R N T O N T O M A S E T T I . C O M ES I C O N S U L T I N G E N G I N E E R I N G , I N C 13 1 5 N W 9 8 T H C T . Un i t 1 5 , D o r a l F l , 3 3 1 7 2 t. 3 0 5 . 4 1 8 . 9 1 7 7 t 3 0 5 . 4 1 8 . 9 1 7 8 IG O R G O N Z A L E Z I G O R @ E S I C O N S U L T . C O M KA R I M D E C U B A S K A R I N C @ E S I C O N S U L T . C O M ST R U C T U R E S EL E C T R I C A L + P L U M B I N G IN M A N F O O D S E R I C E G R O U P 13 3 0 C O R A L W A Y SU I T E 3 1 0 MI A M I , F L 3 3 1 4 5 JE F F R E Y B R O W N J E F F . B R O W N @ I N M A N -IN C . C O M FO O D S E R V I C E EM P I R E O F F I C E I N C . 2 O A K W O O D B L V D . S U I T E 1 4 0 HO L L Y W O O D , F L 3 3 0 2 0 t. 9 5 4 . 7 0 7 . 6 2 1 2 PE R I S I L B E R e. P S I L B E R @ E M P I R E O F F I C E . C O M c. 9 5 4 . 2 2 6 . 9 6 1 2 FU R N I T U R E D E A L E R GA T E W A Y P A R K CE N T E R Co p y r i g h t © 2 0 1 8 P e r k i n s + W i l l 18 0 7 0 C o l l i n s A v e n u e S u n n y Is l e s B e a c h , F L 3 3 1 6 0 PR O J E C T A D D R E S S : 15 1 S u n n y I s l e s B l v d Su n n y I s l e s B e a c h , F L 3 3 1 6 0 CI T Y O F S U N N Y I S L E S B E A C H 28 0 0 P o n c e D e L e o n B l v d , Su i t e 1 3 0 0 , Co r a l G a b l e s , F L 3 3 1 3 t 3 0 5 . 5 6 9 . 1 3 3 3 f 3 0 5 . 5 6 9 . 1 3 3 4 ww w . p e r k i n s w i l l . c o m 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 / 1 5 / 2 0 1 9 6 : 2 1 : 3 7 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t G00 -01INDEX OF DRAWINGSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.comDRAWING INDEX SHEET NUMBER SHEET NAME PERMIT SET 12.06. 2018 PERMIT SET / REVISION 1 01.09.2019 03- S T R U C T U R E S00-00 S T R U C T U R E S G E N E R A L N O T E S S Y M B O L S A N D A B B R E V I A T I O N S S00-01 S T R U C T U R E S G E N E R A L N O T E S S Y M B O L S A N D A B B R E V I A T I O N S S10-01A F L O O R P L A N S10-01B F L O O R P L A N S10-02 F L O O R P L A N - L E V E L 0 2 S40-01 S T R U C T U R E D E T A I L S S40-02 S T R U C T U R E D E T A I L S S40-03 S T R U C T U R E D E T A I L S 04-MECHANICAL M00-00 M E C H A N I C A L G E N E R A L N O T E S , S Y M B O L S L E G E N D & A B B R E V I A T I O N S M00-10 M E C H A N I C A L S C H E D U L E S M01-01 R E F E R E N C E P L A N M04-01 M E C H A N I C A L L E V E L 0 1 P A R T I A L F L O O R P L A N - D E M O L I T I O N M04-02 M E C H A N I C A L L E V E L 0 2 P A R T I A L F L O O R P L A N - D E M O L I T I O N M05-01 M E C H A N I C A L K I O S K P A R T I A L F L O O R P L A N - D E M O L I T I O N M10-01 M E C H A N I C A L L E V E L 0 1 P A R T I A L F L O O R P L A N - N E W W O R K M10-02 M E C H A N I C A L L E V E L 0 2 P A R T I A L F L O O R P L A N - N E W W O R K M10-03 M E C H A N I C A L L E V E L 0 4 P A R T I A L F L O O R P L A N - N E W W O R K M11-01 M E C H A N I C A L K I O S K P A R T I A L 1 S T F L O O R P L A N - N E W W O R K M11-02 M E C H A N I C A L K I O S K P A R T I A L 2 N D L E V E L P L A N - N E W W O R K M11-03 M E C H A N I C A L S T O R A G E R O O M A N D L A U N D R Y R O O M P L A N S - N E W W O R K M40-01 M E C H A N I C A L D E T A I L S M40-02 M E C H A N I C A L D E T A I L S 05-PLUMBING P00-00 L E G E N D S , N O T E S & S H E E T I N D E X P00-02 P L U M B I N G D E T A I L S P10-01 L E V E L 0 1 - D R A I N A G E P10-02 L E V E L 0 1 - S U P P L Y P30-01 S A N I T A R Y R I S E R D I A G R A M P30-02 D O M E S T I C W A T E R R I S E R D I A G R A M P30-03 N A T U R A L G A S R I S E R D I A G R A M 06-ELECTRICAL E00-00 E L E C T R I C A L L E G E N D E00-01 L I G H T I N G F I X T U R E S C H E D U L E E00-02 L I G H T I N G C O N T R O L I N T E N T 1 E00-03 L I G H T I N G C O N T R O L I N T E N T 2 E00-06 L I G H T I N G C O N T R O L D E I C E S A N D L O C A T I O N S E01-01 E L E C T R I C A L S I T E P L A N E04-01 L E V E L 0 1 - E L E C T R I C A L D E M O E04-02 L E V E L 2 - E L E C T R I C A L D E M O E10-01 L E V E L 0 1 - E L E C T R I C A L L I G H T I N G P L A N E10-02 L E V E L 0 1 - E L E C T R I C A L P O W E R P L A N E11-01 L E V E L 0 2 - E L E C T R I C A L P O W E R P L A N E42-01 E N L A R G E D K I O S K P O W E R & L I G H T I N G P L A N E42-02 E N L A R G E D S T O R A G E P O W E R & L I G H T I N G P L A N E42-03 E N L A R G E D K I T C H E N P O W E R P L A N S E50-01 E L E C T R I C A L R I S E R D I A G R A M E50-02 L I G H T I N G C O N T R O L R I S E R E50-03 L I G H T I N G C O N T R O L R I S E R 2 E70-01 P A N E L S S C H E D U L E E70-02 P A N E L S S C H E D U L E E90-01 E L E C T R I C A L D E T A I L S 07-FIRE PROTECTION FP00-00 F I R E P R O T E C T I O N L E G E N D & N O T E FP00-01 F I R E P R O T E C T I O N D E T A I L S FP10-01 L E V E L 0 1 - F I R E P R O T E C T I O N 08-FIRE ALARM FA00-00 F I R E A L A R M L E G E N D , N O T E S & R I S E R FA10-01 L E V E L 1 - F I R E A L A R M P L A N FA11-01 L E V E L 2 - F I R E A L A R M P L A N FA42-01 E N L A R G E D K I O S K , S T O R A G E , L A U N D R Y F I R E A L A R M P L A N FA90-01 F I R E A L A R M D E T A I L S 09-TELECOMMUNICATIONS T00-01 C O M M U N I C A T I O N S L E G E N D T10-01 C O M M U N I C A T I O N S L E V E L 0 1 F L O O R P L A N T11-01 C O M M U N I C A T I O N S L E V E L 0 1 F L O O R P L A N - K I O S K T20-01 C O M M U N I C A T I O N S P A R T P L A N S A N D E L E V A T I O N S T40-01 C O M M U N I C A T I O N S F A C E P L A T E D E T A I L S T40-02 C O M M U N I C A T I O N S D E T A I L S T40-03 C O M M U N I C A T I O N S D E T A I L S T40-04 C O M M U N I C A T I O N S D E T A I L S T40-05 C O M M U N I C A T I O N S D E T A I L S 10-FOOD SERVICE FS10-01 K I T C H E N & K I O S K E Q U I P M E N T P L A N A N D S C H E D U L E S FS10-02 P L U M B I N G P L A N A N D S C H E D U L E FS10-03 E L E C T R I C A L P L A N A N D S C H E D U L E FS10-04 S P E C I A L C O N D I T I O N S P L A N 11-SECURITY SE00-01 S E C U R I T Y L E G E N D SE10-01 S E C U R I T Y L E V E L 0 1 F L O O R P L A N SE20-01 S E C U R I T Y P A R T P L A N S A N D E L E V A T I O N S SE40-01 S E C U R I T Y D E T A I L S 12-AUDIO VISUAL AV00-01 A V L E G E N D AV04-01 A V L E V E L 0 1 F L O O R P L A N AV05-01 A V L E V E L 0 1 R E F L E C T E D C E I L I N G P L A N AV40-01 A V I N F R A S T R U C T U R E E L E V A T I O N D E T A I L S AV40-02 A V I N F R A S T R U C T U R E D E T A I L S AV40-03 A V D E T A I L S AV40-04 A V D E T A I L S AV40-05 A V D E T A I L S DR A W I N G I N D E X S H E E T N U M B E R SH E E T N A M E PERMIT SET 12.06. 2018 PERMIT SET / REVISION 1 01.09.2019 01 - G E N E R A L G0 0 - 0 0 C O V E R S H E E T G0 0 - 0 1 I N D E X O F D R A W I N G S G0 0 - 0 2 C O D E C O M P L I A N C E D A T A G0 0 - 0 3 L I F E S A F E T Y P L A N G0 0 - 0 4 A C C E S S I B I L I T Y D I A G R A M S G0 0 - 0 5 A C C E S S I B I L I T Y D I A G R A M S G0 0 - 0 6 T Y P I C A L M O U N T I N G H E I G H T S 02 - A R C H I T E C T U R E A0 0 - 0 0 G E N E R A L N O T E S S Y M B O L S A N D A B B R E V I A T I O N S A0 1 - 0 1 S I T E P L A N A1 0 - 0 1 F L O O R P L A N A1 1 - 0 1 R O O F P L A N A1 2 - 0 1 R E F L E C T E D C E I L I N G P L A N A1 3 - 0 1 F I N I S H F L O O R P L A N A1 5 - 0 1 F U R N I T U R E P L A N A1 5 - 0 2 F U R N I T U R E P L A N M O V I E N I G H T S E T U P A1 6 - 0 1 E Q U I P M E N T P L A N A2 0 - 0 0 E X T E R I O R D O O R E N L A R G E D D E M O , P L A N A N D E L E V A T I O N S A2 1 - 0 1 O V E R A L L I N T E R I O R S E C T I O N S A N D E L E V A T I O N S A4 2 - 0 1 E N L A R G E D K I O S K F L O O R P L A N A N D R C P A4 2 - 0 2 E N L A R G E D K I O S K E L E V A T I O N S A4 2 - 0 3 E N L A R G E D S T O R A G E R O O M P L A N A N D R C P A4 2 - 0 4 E N L A R G E D L A U N D R Y R O O M A N D S T O R A G E R O O M E L E V A T I O N S A4 3 - 0 1 E N R L A R G E D U N I S E X R E S T R O O M S F L O O R P L A N S A N D E L E V A T I O N S A4 3 - 0 2 E N L A R G E D M E N ' S R E S T R O O M P L A N S A N D E L E V A T I O N S A4 3 - 0 3 E N L A R G E D W O M E N ' S R E S T R O O M P L A N S A N D E L E V A T I O N S A4 3 - 0 4 I N T E R I O R D E T A I L S - R E S T R O O M S A4 5 - 0 1 E N L A R G E D R E C E P T I O N E N L A R G E D F L O O R P L A N S A N D E L E V A T I O N S A4 5 - 0 2 E N L A R G E D S O C I A L S T R E E T E N L A R G E D P L A N A N D E L E V A T I O N S A4 5 - 0 3 E N L A R G E D S O C I A L S T R E E T E N L A R G E D P L A N A N D E L E V A T I O N S A4 5 - 0 4 E N L A R G E D E M P L O Y E E O F F I C E P L A N A N D E L E V A T I O N S A4 5 - 0 5 E N L A R G E D K I T C H E N P L A N A N D E L E V A T I O N S A4 5 - 0 6 E N L A R G E D B A L L R O O M P L A N A N D R C P A4 5 - 0 7 E N L A R G E D B A L L R O O M I N T E R I O R E L E V A T I O N S A4 5 - 0 8 E N L A R G E D F I T N E S S C E N T E R F L O O R P L A N A N D E L E V A T I O N S A4 5 - 0 9 E N L A R G E D L A R G E C L A S S R O O M F L O O R P L A N A N D E L E V A T I O N S A4 5 - 1 0 E N L A R G E D C L A S S R O O M F L O O R P L A N A N D E L E V A T I O N S A5 0 - 0 1 I N T E R I O R D E T A I L S - R E C E P T I O N D E S K A5 0 - 0 2 I N T E R I O R D E T A I L S - S T O R A G E C A B I N E T S A5 0 - 0 3 I N T E R I O R D E T A I L S - S O C I A L S T R E E T @ G L A S S P A R T I T I O N A5 0 - 0 4 I N T E R I O R D E T A I L S - S O C I A L S T R E E T @ N O O K S 1 A N D 2 A5 0 - 0 5 I N T E R I O R D E T A I L S - S O C I A L S T R E E T @ P A N T R Y A5 0 - 0 6 I N T E R I O R D E T A I L S - S O C I A L S T R E E E T @ B A N Q U E T T E A N D B O O K C A S E A5 0 - 0 7 I N T E R I O R D E T A I L S - G A M E L O U N G E A N D B A L L R O O M A5 0 - 0 8 I N T E R I O R D E T A I L S - F I T N E S S C E N T E R M I L L W O R K A5 0 - 1 0 I N T E R I O R D E T A I L S A5 0 - 2 0 I N T E R I O R D E T A I L S - K I O S K A5 0 - 2 1 I N T E R I O R D E T A I L S - K I O S K A5 1 - 0 1 C E I L I N G D E T A I L S A5 1 - 0 2 C E I L I N G D E T A I L S A5 2 - 0 1 I N T E R I O R D E T A I L S - B A S E S , T R A N S I T I O N S A N D W A L L P R O T E C T I O N A5 3 - 0 1 E X T E R I O R D E T A I L S A6 1 - 0 1 I N T E R I O R P A R T I T I O N T Y P E C H A R T S A6 1 - 5 0 I N T E R I O R P A R T I T I O N D E T A I L S A6 1 - 5 1 I N T E R I O R P A R T I T I O N D E T A I L S A6 2 - 0 1 D O O R S C H E D U L E A6 2 - 0 2 I N T E R I O R D O O R A N D F R A M E D E T A I L S A6 4 - 0 1 I N T E R I O R F I N I S H L E G E N D NO.ISSUE DATEPERMIT SET 12.06.2018 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 1 : 5 2 : 0 3 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t G00 -02CODE COMPLIANCE DATACheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 OC C L O A D Oc c u p a n c y S p a c e / R o o m AreaOccupant Load FactorOccupancy Load Ac c e s s o r y S t o r a g e A r e a s , M e c h a n i c a l E q u i p m e n t R o o m 1 7 6 7 S F 3 0 0 S F 6 AS S E M B L Y A s s e m b l y - w / o F i x e d S e a t s U n c o n c e n t r a t e d ( t a b l e s a n d ch a i r s ) ( N E T ) 6765 SF 1 5 S F 4 5 1 BU S I N E S S B u s i n e s s A r e a s 2833 SF 1 0 0 S F 2 8 CL A S S R O O M E d u c a t i o n a l - C l a s s r o o m A r e a ( N E T ) 1507 SF 2 0 S F 7 5 EX E R C I S E R O O M E x e r c i s e R o o m s w i t h o u t e q u i p m e n t ( N F P A o n l y ) 1 3 0 0 S F 1 5 S F 8 7 ST O R A G E A c c e s s o r y S t o r a g e A r e a s , M e c h a n i c a l E q u i p m e n t R o o m 7 8 5 S F 3 0 0 S F 2 Oc c u p a n t L o a d 14957 SF 649 1. G E N E R A L P R O J E C T I N F O R M A T I O N 4. F I R E P R O T E C T I O N S Y S T E M S EX I S T I N G B U I L D I N G Z O N I N G D A T A Re q u i r e m e n t s Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) BU I L D I N G C O D E LI F E S A F E T Y C O D E SE C T I O N S 9 0 3 . 1 SE C T I O N 9 . 7 . 1 . 1 NO T E S : TH E E X I S T I N G B U I L D I N G I S P R O T E C T E D W I T H A U T O M A T I C S P R I N K L E R S Y S T E M . N E W I N T E R I O R B U I L D O U T PR O T E C T E D T H R O U G H O U T A U T O M A T I C S P R I N K L E R S Y S T E M S . SE C T I O N 9 0 3 . 3 . 1 . 1 N F P A 1 3 S P R I N K L E R SY S T E M S . 90 5 . 2 S T A N D P I P E S Y S T E M S S H A L L B E IN S T A L L E D I N A C C O R D A N C E W I T H T H I S SE C T I O N A N D N F P A 1 4 NF P A 1 0 1 , S E C T I O N 9 . 7 . 1 . 1 E A C H AU T O M A T I C S P R I N K L E R S Y S T E M S H A L L B E IN A C C O R D A N C E W I T H N F P A 1 3 , S T A N D A R D OF T H E I N S T A L L A T I O N O F S P R I N K L E R SY S T E M S . Co m p a n y Co n t a c t Ad d r e s s OW N E R AR C H I T E C T PR O J E C T T E A M Ph o n e AU T H O R I T Y H A V I N G J U R I S D I C T I O N Ju r i s d i c t i o n Co n t a c t Ad d r e s s P ho n e BU I L D I N G O F F I C I A L FI R E P R O T E C T I O N PL A N N I N G A N D Z O N I N G Pe r k i n s + W i l l 28 0 0 P o n c e d e L e o n B l v d S u i t e 1 3 0 0 Co r a l G a b l e s , F L 3 3 1 3 4 Ca r l o s C h i u 30 5 . 5 6 9 . 1 3 6 6 Ci t y o f S u n n y I s l e s B e a c h Ti t l e Di r e c t o r o f O p e r a t i o n s , A s s o c i a t e P r i n c i p a l St a t i o n 1 0 17 5 1 7 2 n d S t r e e t Su n n y I s l e s B e a c h , F L 3 3 1 6 0 78 6 - 3 3 1 - 5 0 0 0 Ch r i s t o p h e r R u s s o Ci t y M a n a g e r 18 0 7 0 C o l l i n s A v e Su n n y I s l e s B e a c h , F L 3 3 1 6 0 30 5 - 9 4 7 - 0 6 0 6 Mi a m i D a d e F i r e D e p a r t m e n t AP P L I C A B L E C O D E S F O R N E W I N T E R I O R T E N A N T B U I L D O U T CO D E YE A R AU T H O R I T Y H A V I N G JU R I S D I C T I O N Bu i l d i n g Ac c e s s i b i l i t y Li f e S a f e t y El e c t r i c a l Me c h a n i c a l Pl u m b i n g Zo n i n g Ga s 5. E X I S T I N G B U I L D I N G F I R E - R E S I S T A N C E R A T I N G RE Q U I R E M E N T S F O R E X I S T I N G B U I L D I N G E L E M E N T S (H O U R S ) EX T E R I O R B E A R I N G W A L L BU I L D I N G E L E M E N T PR I M A R Y S T R U C T U R A L F R A M E FL O O R C O N S T R U C T I O N ( I N C . S U P P O R T I N G B E A M S A N D J O I S T S ) RO O F C O N S T R U C T I O N ( I N C . S U P P O R T I N G B E A M S A N D J O I S T S ) NO N - B E A R I N G W A L L S E X T E R I O R IN T E R I O R B E A R I N G W A L L NO N - B E A R I N G W A L L S I N T E R I O R NO T E S : G R O U P A T Y P E O C U P A N C Y , I N T E R I O R F I N I S H M A T E R I A L F O R I N T E R I O R C E I L I N G A N D W A L L F I N I S H E S SH A L L H A V E A F L A M E S P R E A D R A T I N G N O T E X C E E D I N G C L A S S B SH A F T E N C L O S U R E S , 4 S T O R I E S O R M O R E EX I T S T A I R E N C L O S U R E S , 4 S T O R I E S O R M O R E OC C U P A N T L O A D C A L C U L A T I O N S Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) BU I L D I N G C O D E LIFE SAFETY CODE TA B L E 1 0 0 4 . 1 . 2 TA B L E 7 . 3 . 1 . 2 8. B U I L D I N G O C C U P A N C Y 9. E G R E S S R E Q U I R E M E N T S - T R A V E L D I S T . / C O M M O N P A T H / D E A D - E N D FBC TABLE 1017.2FFPC SECTIONS;14.2.6.3, 12.2.6.2 ED U C A T I O N A L ( E ) TRAVEL DISTANCE COMMON PATH DEAD -END FBC Chapter 10FFPC SECTIONS; 14.2.5.3.1, 12.2.5.1.2FBCChapter 10 250ft 7 5 f t Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) TA B L E 6 0 1 , T A B L E 6 0 2 , SE C T I O N S 7 1 3 . 4 ( S H A F T S ) , SE C T I O N S 1 0 2 2 . 2 ( S T A I R EN C L O S U R E S ) , T A B L E 1 0 1 8 . 1 (C O R R I D O R S ) FI R E -RE S I S T A N C E R A T I N G RE Q U I R E M E N T S ( H O U R S ) 2 3 3 2 1 3 0 1 Fl o r i d a B u i l d i n g C o d e 2 0 1 7 - 6 t h E d i t i o n Fl o r i d a F i r e P r e v e n t i o n C o d e 2. O C C U P A N C Y C L A S S I F I C A T I O N 3. E X I S T I N G B U I L D I N G C O N S T R U C T I O N T Y P E Oc c u p a n c y Cl a s s i f i c a t i o n ( s ) Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) BU I L D I N G C O D E LI F E S A F E T Y C O D E Co n s t r u c t i o n Ty p e Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) BU I L D I N G C O D E TH E P R O J E C T S C O P E : 1. I N T E R I O R B U I L D O U T W I T H I N E X I S T I N G G A T E W A Y P A R K C O M P L E X . 2. N E W I N T E R I O R B U I L D O U T W I L L B E P R O T E C T E D T H R U O U T A U T O M A T I C S P R I N K L E R S . 3. N E W S T R U C T U R A L S L A B . 4. R E M O V E E X I S T I N G M E C H A N I C A L U N I T S . C G T O C O O R D I N A T E R E L O C A T I O N O F U N I T S W I T H O W N E R . 5. I N T E R I O R B U I L D O U T T O E X I S T I N G S H E L L B U I L D I N G , N O T L I M I T E D T O M E C H A N I C A L , E L E C T R I C A L A N D F I R E PR O T E C T I O N . NO T E S : L I F E S A F E T Y C O D E : F O L L O W F B C P E R S E C T I O N 8 . 2 . 1 . 2 . ED U C A T I O N A L ( E ) - F O R S T U D E N T S A B O V E 12 T H G R A D E AS S E M B L Y ( A - 2 ) - B A N Q U E T H A L L BU S I N E S S ( B ) FB C 2 0 1 7 6 T H E D I T I O N SE C T I O N 3 0 2 . 1 , 3 0 3 . 3 , 3 0 4 . 1 FF P C 2 0 1 7 N F P A 1 0 1 - 2 0 1 5 CH A P T E R 1 4 CH A P T E R 1 2 FF P C / F B C IB FB C , 2 0 1 0 TA B L E 5 0 3 SE C T I O N 8 . 2 . 1 . 2 FB C 2 0 1 7 6 T H E D I T I O N FF P C 2 0 1 7 N F P A 1 0 1 - 2 0 1 5 FB C b 6. E X I S T I N G B U I L D I N G A L L O W A B L E H E I G H T A N D B U I L D I N G AR E A S Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) BU I L D I N G C O D E TA B L E 5 0 3 He i g h t ( F t ) He i g h t ( S t o r i e s ) BU I L D I N G C O D E / M A X A L L O W E D 4 HE I G H T L I M I T A T I O N A B O V E G R A D E P L A N E 7. E G R E S S R E Q U I R E M E N T S - E G R E S S W I D T H / NU M B E R O F E X I T S Re q u i r e m e n t s BU I L D I N G C O D E LI F E S A F E T Y C O D E Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) SE C T I O N 1 0 2 1 . 2 . 4 SE C T I O N 7 . 4 . 1 . 2 FB C 2 0 1 0 50 ' -0" LI F E S A F E T Y C O D E SE C T I O N 8 . 2 . 1 . 2 .2 i n c h e s P E R O C C U P A N T ( N O N - S T A I R W A Y CO M P O N E N T S ) , . 3 i n c h e s P E R O C C U P A N T (S T A I R W A Y S ) Co d e R e f e r e n c e Se c t i o n Re f e r e n c e ( s ) SE C T I O N S ; 1 0 0 5 . 1 , 1 0 1 8 . 2 TA B L E 7 . 3 . 3 . 1 , S E C T I O N S ; 1 2 . 2 . 3 . 8 , 1 4 . 2 . 3 . 2 FB C FF P C .2 i n c h e s P E R O C C U P A N T ( N O N - S T A I R W A Y CO M P O N E N T S ) , . 3 i n c h e s P E R O C C U P A N T (S T A I R W A Y S ) Re q u i r e m e n t s 2 E X I T S R E Q U I R E D F O R O C C U P A N T L O A D S LE S S T H A N 5 0 0 . NO T E S : R E F E R T O L I F E S A F E T Y P L A N S F O R O C C U P A N T L O A D S A N D E X I T W I D T H P R O V I D E D P E R L E V E L . FB C 2 0 1 7 6 T H E D I T I O N FF P C 2 0 1 7 N F P A 1 0 1 - 2 0 1 5 100ft 200ft 50ft 5 0 f t NO T E S : FFPC SECTIONS; 14.2.5.2, 12.2.5.1.3 Fl o r i d a B u i l d i n g C o d e Fl o r i d a B u i l d i n g C o d e Fl o r i d a B u i l d i n g C o d e Fl o r i d a B u i l d i n g C o d e Fl o r i d a B u i l d i n g C o d e Ci t y o f S u n n y I s l e s B e a c h a a FF P C / F B C 2 0 1 0 AS S E M B L Y ( A - 2 ) 250ft 20ft 2 0 f t 250ft 20ft 2 0 f t Mi a m i D a d e F i r e D e p a r t m e n t LI F E S A F E T Y C O D E 2 NO T E S : L I F E S A F E T Y C O D E : F O L L O W F B C P E R S E C T I O N 8 . 2 . 1 . 2 . 2 E X I T S R E Q U I R E D F O R O C C U P A N T L O A D S LE S S T H A N 5 0 0 . Ex i s t i n g B u i l d i n g a n d P a r k i n g G a r a g e / I n t e r i o r B u i l d O u t i n s c o p e o n l y SI T E A D D R E S S : 15 1 S U N N Y I S L E S B L V D ZO N I N G D I S T R I C T : RE C R E A T I N G A N D O P E N S P A C E ( R O S ) LA N D A R E A ( G R O S S ) 3. 6 7 A C R E S ( 1 5 9 , 8 8 5 S F ) BU I L D I N G A R E A ( E X I S T I N G G S F ) : 15 9 , 8 8 5 S F * I N T E R I O R B U I L D O U T A R E A : +/ - NE T 1 3 , 3 7 2 S F EX I S T I N G B U I L D I N G Z O N I N G I N F O R M A T I O N : FL O O R A R E A R A T I O ( F . A . R ) : BA S E F . A . R : 2. 5 ( N O B O N U S O R T D R A R E B E I N G U S E D ) PE R M I T T E D F . A . R : 15 9 , 8 8 5 X 2 . 5 = 3 9 9 , 7 2 1 S F PR O V I D E D F . A . R : 16 3 , 4 5 9 S F ( 1 . 0 2 F . A . R ) E N T I R E P A R K I N G G A R A G E A N D P E R F O R M A N C E S T A G E LO T C O V E R A G E : MA X A L L O W E D : 80 % O F L O T A R E A = 1 5 9 , 8 8 5 X 0 . 8 0 = 1 2 7 , 9 0 8 S F TO T A L P R O V I D E D : 55 , 3 2 1 S F ( 3 4 . 6 % L O T A R E A ) G R O U N D L E V E L P A R K I N G G A R A G E A N D P E R F O R M A N C E S T A G E SE T B A C K S : PA R K I N G S T R U C T U R E RE Q . PR O V D . NO R T H ( S I D E ) 15 ' -0" 23 ' -8" SO U T H ( S I D E ) 15 ' -0" 21 ' -1" EA S T ( F R O N T ) 20 ' -0" 43 6 ' -1" WE S T ( R E A R ) 15 ' -0" 10 ' PE R F O R M A N C E S T A G E RE Q . PR O V D . NO R T H ( S I D E ) 15 ' -0" 63 ' -2" SO U T H ( S I D E ) 15 ' -0" 50 ' -10 " EA S T ( F R O N T ) 20 ' -0" 24 ' -0" WE S T ( R E A R ) 15 ' -0" 72 9 ' -8" ' FB C FF P C 10 . P L U M B I N G F I X T U R E S C A L C U L A T I O N S PR O J E C T N O T E S : BU S I N E S S ( B ) 300ft 100ft 50ft Da v e D o w n e y 18 0 7 0 C o l l i n s A v e , 3 r d F l o o r Su n n y I s l e s B e a c h , F L 3 3 1 6 0 30 5 - 7 9 2 - 1 7 3 5 Ci t y o f S u n n y I s l e s B e a c h Cl a y P a r k e r 18 0 7 0 C o l l i n s A v e , 3 r d F l o o r Su n n y I s l e s B e a c h , F L 3 3 1 6 0 30 5 - 7 9 2 - 1 7 3 5 Ci t y o f S u n n y I s l e s B e a c h Cl a u d i a H a s b u n Ci t y o f S u n n y I s l e s B e a c h Ci t y o f S u n n y I s l e s B e a c h Ci t y o f S u n n y I s l e s B e a c h Ci t y o f S u n n y I s l e s B e a c h Ci t y o f S u n n y I s l e s B e a c h Ci t y o f S u n n y I s l e s B e a c h Fl o r i d a B u i l d i n g C o d e EX I S T I N G 438 ' -0" / 5 4 " -8" 20 1 7 - 6 t h E d i t i o n 20 1 7 - 6 t h E d i t i o n 20 1 7 - 6 t h E d i t i o n 20 1 7 - 6 t h E d i t i o n 20 1 7 - 6 t h E d i t i o n 20 1 7 - 6 t h E d i t i o n 20 1 7 - 6 t h E d i t i o n ED U C A T I O N A L ( E ) AS S E M B L Y ( A - 2 ) BU S I N E S S ( B ) 1. S A F E G U A R D D U R I N G C O N S T R U C T I O N . A L L C O N S T R U C T I O N W O R K C O V E R E D I N T H E F B C 2 0 1 8 , E X I S T I N G B U I L D I N G , I N C L U D I N G A L L R E L A T E D D E M O L I T I O N , G C SH A L L C O M P L Y W I T H R E Q U I R E M E N T S O F C H A P T E R 1 5 . 2. C G S H A L L B E R E S P O N S A B L E F O R T H E C O O R D I N A T I O N O F M E A N S O F E G R E S S D U R I N G T H E C O N S T R U C T I O N O F T H E I N T E R I O R B U I L D O U T A T T H E G R O U N D F L O O R OF G A T E W A Y P A R K . 3. C G S H A L L P R O V I D E E X I T S I G N S A S N E E D E D D U R I N G C O N S T R U C T I O N . F I R E P R O T E C T I O N D E V I C E S A N D S A F E G U A R D S S H A L L B E M A I N T A I N E D A T A L L T H E T I M E S . DU R I N G T H E C O N S T R U C T I O N . 4. F I R E E X T I N G U I S H E R S ( F E ) : P R O V I D E O N E T Y P E 5 7 1 4 W 1 0 F E C F O R E V E R Y 3 0 0 0 S F , T R A V E L D I S T A N C E N O T T O E X C E E D 2 5 F E E T . IB OC C U P A N C Y S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 S- 2 , S - 1 , A - 2 ST O R A G E ( S ) 400ft 1 0 0 f t 1 0 0 f t OC C L O A D - P L U M B I N G F I X T U R E S A S S E M B L Y Oc c u p a n c y T y p e Oc c L o a d M a l e O c c Fe m a l e Oc c WATER CLOSETS LAVATORIESDRINKING FOUNTAINS MALE REQFEMALE REQMALE PROVFEMALE PROVMALE REQFEMALE REQMALE PROV FEMALE PROV REQ P R O V As s e m b l y - w / o F i x e d S e a t s U n c o n c e n t r a t e d (t a b l e s a n d c h a i r s ) ( N E T ) 45 1 2 2 6 2 2 6 3 3 3 3 1 1 1 1 0 . 9 0 0 45 1 2 2 6 2 2 6 3 3 1 1 0.90 Bu s i n e s s A r e a s 28 1 4 . 0 1 4 . 0 1 1 1 1 0 . 3 5 0 . 3 5 2 2 0 . 2 8 0 Ex e r c i s e R o o m s w i t h o u t e q u i p m e n t ( N F P A on l y ) 87 4 3 . 5 4 3 . 5 2 2 2 2 1 . 0 9 1 . 0 9 1 1 0 . 8 7 0 11 5 5 7 . 5 5 7 . 5 2 2 1.44 1 . 4 4 1.15 Ed u c a t i o n a l - C l a s s r o o m A r e a ( N E T ) 7 5 3 7 . 5 3 7 . 5 1 1 1 1 0 . 7 5 0 . 7 5 1 1 0 . 7 5 0 75 3 7 . 5 3 7 . 5 1 1 0.75 0 . 7 5 0.752800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com GR O U N D 6 4 5 TO T A L O C C U P A N T L O A D 0. 2 " X 6 4 5 = 1 2 9 IN C H E S / O C C . 71 3 I N C H E S CO M P O N E N T S (0 . 2 " / O c c ) R E Q D CO M P O N E N T S (P R O V I D E D ) 1 - 5 0 0 = 2 11 No . O F E X I T S RE Q U I R E D No . O F E X I T S PR O V I D E D GR O U N D 6 4 5 TO T A L O C C U P A N T L O A D NO T E : E X I S T I N G D R I N K I N G F O U N T A I N S A N D A D D I T I O N A L R E S T R O O M S A C C E S S I B L E T O T H E B U I L D I N G . R E F E R T O S I T E P L A N O N S H E E T A 0 1 - 0 1 Ac c e s s o r y S t o r a g e A r e a s , M e c h a n i c a l Eq u i p m e n t R o o m 8 4 4 0 0 0 0 0.02 8 4 4 0 0 0 0 0.02 NO.ISSUE DATEPERMIT SET 12.06.2018 FD F 9 U R E F U R E F S DN E F G H I J K L M 1 1. 2 2 2. 2 3 4 EX E R C I S E R O O M (N O E Q U I P ) 13 0 0 S F ED - C L A S S R O O M 84 6 S F ASSEMBLY - UN C O N C . T A B L E S & CHAIRS 3746 SF ME C H / E Q U I P / S T O R . 13 8 S F ME C H / E Q U I P / S T O R . 16 3 S F BU S I N E S S 10 9 5 S F AS S E M B L Y - UN C O N C . T A B L E S & C H A I R S 30 1 9 S F ED - C L A S S R O O M 66 1 S F BU S I N E S S 10 1 6 S F BU S I N E S S 72 2 S F ME C H / E Q U I P / S T O R . 69 S F T D : 5 1 '-9 " T D : 5 1 '-1 1 " C P : 2 3 ' - 4 " C P : 1 1 ' - 6 " T D : 3 2 '-1 " T D : 8 7 '-5 " FE C 68 " 3 3 " 6 8 " 6 8 " 6 8 " 68"68"68"EXISTING 6 8 " 6 8 " NE W D O O R B A B A-2 B WO M E N S ME N S LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION L I M I T S O F C O N S T R U C T I O N EXISTING DOORS TO REMAIN, TYP. EX I S T I N G D O O R S TO R E M A I N , T Y P . EXISTING DOORS TO REMAIN, TYP. EX I S T I N G D O O R S TO R E M A I N , T Y P . EX I S T I N G DO O R S T O RE M A I N , T Y P . N. I . C . EXISTING RESTROOMS EX I S T I N G CO R R I D O R CA CA C P : 4 3 ' - 1 1 " TD : 6 0 ' - 7 " TD : 2 5 ' - 0 " L I M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION L I M I T S O F C O N S T R U C T I O N N. I . C . N. I . C . ME C H / E Q U I P / S T O R . 17 0 6 S F ME C H / E Q U I P / S T O R . 61 S F B T D : 8 8 '-1 1 " T D : 4 9 '-5 "T D : 4 1 '-2 " T D : 5 9 '-1 1 " B B TD : 1 8 1 ' - 0 " T D : 6 3 ' - 4 " s 30 1 S F KI O S K 20 3 S F KI O S K O F F I C E DF FE C FE C 11 9 S F ME C H 18 4 S F BA N Q U E T H A L L ST O R A G E 59 S F TR A S H 44 S F JA N I T O R LEGEND LI F E S A F E T Y N O T E S NO T E S : 1. R E Q U I R E D M E A N S O F E G R E S S S H A L L B E M A I N T A I N E D A T A L L T I M E S D U R I N G T H E P R O C E S S O F C O N S T R U C T I O N 2. T H E S P A C E H A S M O R E T H A N 5 0 O C C U P A N T S I N T H A T S P A C E - 2 E X I T S A R E R E Q U I R E D A S P E R T H E T A B L E 1 0 2 1 . 2 F R O M C H . 1 0 SE C T I O N 1 0 2 1 O F T H E F . B . C . 3. E V E R Y R O O M O R S P A C E L A R G E R T H A N 1 0 0 S Q . F T . O R W I T H A N O C C U P A N T L O A D O F M O R E T H A N 5 0 P E R S O N S S H A L L C O M P L Y WI T H A M I N I M U M O F T W O E X I T A C C E S S D O O R . 4. F I R E W A T C H S H A L L B E P R O V I D E D U P O N S H U T D O W N O F S P R I N K L E R E D A R E A S W H I L E W O R K I S B E I N G P E R F O R M E D P E R F B C 41 9 . 4 . 2 . 1 0 5. D E M O L I T I O N A N D C O N S T R U C T I O N O P E R A T I O N S S H A L L N O T L I M I T O R D E G R A D E A N Y E X I S T I N G L I F E S A F E T Y F E A T U R E S O F T H E EX I S T I N G F A C I L I T Y , I N C L U D I N G , B U T N O T L I M I T E D T O E M E R G E N C Y P O W E R , E M E R G E N C Y L I G H T I N G , F I R E A L A R M , O R F I R E SP R I N K L E R F U N C T I O N S . A N Y T E M P O R A R Y S H U T D O W N O F A N Y S Y S T E M S S H A L L B E C O O R D I N A T E D W I T H M D F R , P R I O R T O SC H E D U L I N G T H E W O R K . LI F E S A F E T Y L E G E N D LI F E S A F E T Y C A L C U L A T I O N S PA R T I T I O N R A T I N G S D E S I G N A T I O N S 4- H O U R F I R E B A R R I E R 4H R 3- H O U R F I R E B A R R I E R 3H R 2- H O U R F I R E B A R R I E R 2H R 1- H O U R F I R E B A R R I E R 1H R 1- H O U R F I R E S M O K E W A L L : F O R CO M P A R T M E N T A T I O N 1F S NO N R A T E D 36 " EX I T D I M E N S I O N S Y M B O L EX I T S Y M B O L S PA T H O F T R A V E L & T R A V E L D I S T A N C E ST A N D P I P E S Y S T E M MA G N E T I C D O O R H O L D E R CE I L I N G MO U N T E D WA L L MO U N T E D SM O K E P A R T I T I O N LI M I T S T R A N S F E R O F S M O K E (N O F I R E R E S I S T A N C E R A T I N G ) SP 1F S 1 F S 1 F S 1 F S 2- H O U R F I R E S M O K E W A L L 2F S 2 F S 2 F S 2 F S 2 F S BR A C K E T M O U N T E D FI R E E X T I N G U I S H E R FI R E E X T I N G U I S H E R CA B I N E T FE FE C 10 0 ' FI R E E X T I N G U I S H E R S Y M B O L S *E X I S T I N G W A L L & *E X I S T I N G S T R U C T U R E MHSP N..I.C. EXISTING TO REMAIN NEW PROPOSED CONSTRUCTION 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 1 : 5 2 : 1 9 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t G00 -03LIFE SAFETY PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 3/32" = 1'-0"1 LEVEL 01 LIFE SAFETY PLAN2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com OC C L O A D Oc c u p a n c y S p a c e / R o o m Ar e a Oc c u p a n t L o a d Fa c t o r Oc c u p a n c y Lo a d Ac c e s s o r y S t o r a g e A r e a s , M e c h a n i c a l E q u i p m e n t R o o m 1 7 6 7 S F 3 0 0 S F 6 AS S E M B L Y A s s e m b l y - w / o F i x e d S e a t s U n c o n c e n t r a t e d ( t a b l e s a n d ch a i r s ) ( N E T ) 67 6 5 S F 1 5 S F 4 5 1 BU S I N E S S B u s i n e s s A r e a s 28 3 3 S F 1 0 0 S F 2 8 CL A S S R O O M E d u c a t i o n a l - C l a s s r o o m A r e a ( N E T ) 15 0 7 S F 2 0 S F 7 5 EX E R C I S E R O O M E x e r c i s e R o o m s w i t h o u t e q u i p m e n t ( N F P A o n l y ) 1 3 0 0 S F 1 5 S F 8 7 ST O R A G E A c c e s s o r y S t o r a g e A r e a s , M e c h a n i c a l E q u i p m e n t R o o m 7 8 5 S F 3 0 0 S F 2 Oc c u p a n t L o a d 14 9 5 7 S F 64 9 NO.ISSUE DATEPERMIT SET 12.06.2018 30"48"MIN.15"MAX.48"UNOBSTRUCTED FORWARD REACH A Y X 48"30"48"X1. T H E H I G H F O W A R D R E A C H S H A L L B E ( Y ) 4 8 " M A X . A . F . F . W H E N X = 2 0 " M A X . ( R E A C H D E P T H ) 2. W H E R E T H E R E A C H D E P T H ( X ) E X C E E D S 2 0 " , Y = 4 4 " M A X . 3. R E A C H D E P T H S H A L L B E 2 5 " M A X . OBSTRUCTED HIGH FORWARD REACH B CLEAR FLOOR SPACE PARALLEL APPROACHC48" MAX.MIN.15"D UNOBSTRUCTED SIDE REACH30"48"1 0" MAX.>10-2434" MAX.46" MAX.34" MAX.48" MAX.OBSTRUCTED HIGH SIDE REACH E48"MAX.10" MI N . 60 " D O O R W I D T H 4 8 " M I N . D O O R W I D T H MI N . 60 " D O O R W I D T H 4 8 " M I N . MI N . 60 " MI N . 18 " MI N . 18 " M I N . 6 0 " MI N . C L E A R WI D T H F O R T W O WH E E L C H A I R S MI N . C L E A R / P A S S I N G C O R R I D O R W I D T H PA S S I N G AL C O V E E V E R Y 20 0 F E E T WH E E L C H A I R R E Q U I R E D S P A C E F O R 1 8 0 DE G R E E T U R N S 4 ' - 0 " 60 " 6 0 " MI N . 60 " MI N . 60 " MI N . 60 " 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 1 : 5 2 : 2 0 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t G00 -04ACCESSIBILITYDIAGRAMSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 NOT TO SCALE 1 ADA-REACH REQUIREMENTS2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO T T O S C A L E 3 AD A - D O O R C L E A R S P A C E NO T T O S C A L E 2 AD A - C I R C U L A T I O N S NO.ISSUE DATEPERMIT SET 12.06.2018 1/4" MAX.1/4" MAX.1/2" MAX.NOTES:1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE.1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" MAXIMUM VERTICAL LEVEL CHANGE.1.2.3.2 1 LEVEL CHANGES CBTHRESHOLDATRANSITION BETWEEN FLOOR FINISHES1/4" MAX.PILE HEIGHTCOMPRESSED CARPET 1/4" MAX.BELOW THRESHOLDFIN. FLOOR LEVEL THRESHOLD 1/4" VERITCAL LEVEL CHANGE.6'-111_2"HIGHER THAN 27" MINLOBBY FIG. (A)FIG. (A)FIG. (B)CANE RANGE27" MAX 27" MAXANY AMOUNT NO HIGHERCLEAR WIDTH FIG. (B)12" MAX.THAN 27" MAX.4" MAX.CANE RANGE CANE HITS POST OR PYLON BEFORE PERSON HITS OBJECT30"48"60" SI Z E O F C L E A R A N C E F O R W A T E R C L O S E T A MI N . 60 " 5 6 " M I N . OT H E R F I X T U R E S N O T AL L O W E D W I T H I N T H I S A R E A WA T E R C L O S E T B S E A T H E I G H T 1 7 " - 1 9 " C L MA X . 12 " M I N . 42 " MI N . 54 " 3 3 " - 3 6 " * R E F E R T O S H E E T A 4 3 -01 FO R T O I L E T A C C E S S O R I E S LA V A T O R I E S A N D S I N K S C M A X . 3 4 " * R E F E R T O S H E E T A 4 3 -01 AC C E S S O R I E S MO U N T I N G H E I G H T S DO O R T Y P E : MI N I M U M 1 0 " H I G H S M O O T H S U R F A C E A T D O O R B O T T O M , EI T H E R A T T A C H E D P A N E L O R B O T T O M R A I L . HA R D W A R E : OP E N A B L E F R O M I N S I D E W I T H O U T U S E O F K E Y O R S P E C I A L KN O W L E D G E O R E F F O R T . OP E N A B L E B Y S I N G L E E F F O R T L E V E R -TY P E D E V I C E ( N O T RE Q U I R I N G G R A S P I N G ) . MO U N T E D 3 6 " T O 4 2 " . MA X I M U M 8 . 5 L B S . E F F O R T T O O P E R A T E E X T E R I O R D O O R , 5 L B S . F O R I N T E R I O R . 1.2.3.4.5. A DE T A I L 36 " T O 4 2 " L E V E R OR U S H A P E D HA N D L E 10 " M I N . B O T T O M RA I L O R P R O V I D E KI C K P L A T E RU B B E R B U M P E R ON C H A I R A N A R R O W F R A M E W I T H A B E V E L E D T O P E D G E (3 0 D E G R E E M A X I M U M B E V E L T O V E R T I C A L P L A N E ) IN S T A L L E D A T T H E B O T T O M O F A G L A S S D O O R (W I T H N O S I D E F R A M E S ) M A Y B E U S E D I N L I E U OF P R O V I D I N G T H E R E Q U I R E D 1 0 -IN C H UN I N T E R R U P T E D S U R F A C E A T T H E B O T T O M OF T H E D O O R . (W H E R E I N D I C A T E D ) 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 1 : 5 2 : 2 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t G00 -05ACCESSIBILITYDIAGRAMSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 NOT TO SCALE 1 ADA-THRESHOLD / LEVEL CHANGESNOT TO SCALE 2 ADA-PROTRUDING OBJECTSNOT TO SCALE 3 ADA-WHEELCHAIR CLEARANCES2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO T T O S C A L E 4 AD A - P R I V A C Y / U N I S E X T O I L E T R O O M NO T T O S C A L E 5 AD A - D O O R NO.ISSUE DATEPERMIT SET 12.06.2018 C L 8" 6 " 8 0 " A F F M A X 4 2 " A F F M I N . 1 5 " ST R O B E W H E R E O C C U R S CA R D R E A D E R , E G R E S S B U T T O M OR F I R E A L A R M W H E R E O C C U R S OU T L E T W H E R E O C C U R S T -ST A T W H E R E O C C U R S * L O C A T I O N S @ D O O R J A M B S C L 80" AFF MAX 42" AFF MIN.15"STROBE WHERE OCCURS SWITCH(S) OR DIMMER(S) GANG UNDER ONE PLATE OUTLET WHERE OCCURST-STAT WHERE OCCURS * L O C A T I O N S @ D O O R J A M B S C L 6"8" C L 8 0 " A F F M A X H A R D W A R E C L . D O O R M I N . 1 5 " ST R O B E W H E R E O C C U R S OU T L E T W H E R E O C C U R S T -ST A T W H E R E O C C U R S * L O C A T I O N S @ D O O R J A M B S MA X . 8" C L 8 0 " A F F M A X ST R O B E W H E R E O C C U R S PO W E R & T E L E P H O N E OU T L E T C L U S T E R T -ST A T W H E R E O C C U R S * L O C A T I O N S @ C O L U M N S 4 2 " A F F 6" M I N . 1 5 " C L 8 0 " A F F M A X ST R O B E W H E R E O C C U R S PO W E R O U T L E T W H E R E O C C U R S T -ST A T W H E R E O C C U R S * L O C A T I O N S @ C O L U M N S 4 2 " A F F M I N . 1 5 " SW I T C H E S & D I M M E R S H A R D W A R E C L . D O O R C L 8 0 " A F F M A X ST R O B E W H E R E O C C U R S PO W E R O U T L E T W H E R E OC C U R S FI R E A L A R M P U L L W H E R E OC C U R S * L O C A T I O N S @ C O L U M N S 4 2 " A F F M I N . 1 5 " C L 80" AFF MAXSTROBE WHERE OCCURS POWER OUTLET WHERE OCCURS * L O C A T I O N S @ C O L U M N S 42" AFF MIN.15"8"T -STAT WHERE OCCURS SWITCH(S) OR DIMMER(S) GANG UNDER ONE PLATECL6" C L PO W E R & T E L E P H O N E OU T L E T M O U N T E D HO R I Z O N T A L L Y * L O C A T I O N S @ W O R K - SU R F A C E C L 7" 2 ' - 0 " C L TY P I C A L S Y S T E M S F U R N I T U R E *T Y P I C A L L O C A T I O N F O R J -BO X A T S Y S T E M S FU R N I T U R E A N D B A S E A T W A L L EL E C T R I C A L O U T L E T A N D / OR D A T A O U T L E T SY S T E M S J -BO X C L 8 0 " A F F M A X ST R O B E W H E R E O C C U R S PO W E R O U T L E T W H E R E O C C U R S FI R E A L A R M P U L L W H E R E O C C U R S * L O C A T I O N S @ C O L U M N S 4 8 " A F F M I N . 1 5 " FI R E E X T I N G U I S H E R C A B I N E T ( F E C ) 6" POWER & TELEPHONE OUTLET MOUNTED HORIZONTALLY * L O C A T I O N S @ M I L L W O R K -CO U N T E R S OU T L E T S C LCL7" 6 " 7" 6" 7 " 42" AFF 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 1 : 5 2 : 2 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t G00 -06TYPICAL MOUNTING HEIGHTSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATEPERMIT SET 12.06.2018 A/ C A I R C O N D I T I O N ( I N G ) ( E D ) AC C A C C E S S I B L E AC S T A C O U S T I C ( A L ) AD A R E A D R A I N AD A AM E R I C A N S W I T H DI S A B I L I T I E S AD J A D J U S T A B L E / A D J A C E N T AF C AB O V E F I N I S H E D CO U N T E R AF F A B O V E F I N I S H E D F L O O R AF G AB O V E F I N I S H E D G R A D E AG G R A G G R E G A T E AH U A I R H A N D L I N G U N I T AL T A L T E R N A T E AL U M A L U M I N U M AN O D A N O D I Z E ( D ) AP C AC O U S T I C A L P A N E L CE I L I N G AP P R O X A P P R O X I M A T E AR C H A R C H I T E C T ( U R A L ) , A R C H I T E C T AS P H A S P H A L T AT C AC O U S T I C A L T I L E C E I L I N G AU T O A U T O M A T I C AW T A C O U S T I C A L W A L L TR E A T M E N T B/ B B A C K T O B A C K BC B A C K O F C U R B BD B O A R D BI T U M B I T U M I N O U S BL D G B U I L D I N G BM B E A M / B E N C H M A R K BO T / BO T T O M O F BS M T B A S E M E N T BU R B U I L T - U P R O O F I N G CA B C A B I N E T CB C A T C H B A S I N CC T V C L O S E D C I R C U I T T E L E V I S I O N CE M C E M E N T CF / C I C O N T R A C T O R F U R N I S H E D , CO N T R A C T O R I N S T A L L E D CF / O I C O N T R A C T O R F U R N I S H E D , OW N E R I N S T A L L E D CF M C U B I C F E E T P E R M I N U T E CF M F C O L D - F O R M E D M E T A L FR A M I N G CG C O R N E R G U A R D CI C A S T I R O N , C U R B I N L E T CI P C A S T - I N - P L A C E CJ C O N T R O L J O I N T CL C E N T E R L I N E CL G C E I L I N G CL O C L O S E T CL R C L E A R cm C E N T I M E T E R CM U C O N C R E T E M A S O N R Y U N I T CO C L E A N O U T CO L C O L U M N CO N C C O N C R E T E CO N F C O N F E R E N C E CO O R D C O O R D I N A T E CO R R C O R R I D O R CP C A R P E T CP T C A R P E T T I L E S CT C E R A M I C T I L E CT R C E N T E R / C O N T O U R CU C U B I C CW C O L D W A T E R P I P I N G / CH E M I C A L W A S T E L I N E D DE E P , D E P T H , P E N N Y ( N A I L ) DB L D O U B L E DE G D E G R E E DE M O D E M O L I S H , D E M O L I T I O N DE P T D E P A R T M E N T DF D R I N K I N G F O U N T A I N DI A D I A M E T E R ( E X T E R I O R ) DI A G D I A G O N A L DI F F D I F F U S E R / D I F F E R E N C E DI M D I M E N S I O N DI S P DI S P E N S E R DI V D I V I S I O N DL D E A D L O A D DR D O O R / D R A I N DS D O W N S P O U T DW D I S H W A S H E R DW G DR A W I N G E EA S T EA E A C H EI F S E X T E R I O R I N S U L A T I O N AN D F I N I S H S Y S T E M EJ E X P A N S I O N J O I N T EL E L E V A T I O N EL A S T E L A S T O M E R I C EL E C E L E C T R I C ( A L ) EL E V E L E V A T O R EM E R E M E R G E N C Y EM E R S H R E M E R G E N C Y S H O W E R EN G R E N G I N E E R EN T R E N T R A N C E EO E L E C T R I C O U T L E T EO S E D G E O F S L A B EP E L E C T R I C A L P A N E L EQ E Q U A L EQ U I P E Q U I P M E N T ET C E T C E T E R A EW E A C H W A Y EW C E L E C T R I C W A T E R C O O L E R EX H E X H A U S T EX I S T E X I S T I N G EX P E X P A N S I O N EX T E X T E R I O R , E X T E R N A L F/ F F A C E T O F A C E FC O F L O O R C L E A N O U T FD F L O O R D R A I N FD C F I R E D E P A R T M E N T CO N N E C T I O N FE F I R E E X T I N G U I S H E R FE C FI R E E X T I N G U I S H E R CA B I N E T FF F I N I S H F A C E FH F I R E H Y D R A N T FH C F I R E H O S E C A B I N E T FI N F I N I S H ( E D ) FF E L F I N I S H E D F L O O R E L E V A T I O N FL R F L O O R FL U O R F L U O R E S C E N T FO F I N I S H E D O P E N I N G FO C F A C E O F C U R B FO F F A C E O F F I N I S H FO M F A C E O F M A S O N R Y FO S F A C E O F S L A B / F A C E O F S T U D FP F I R E P R O T E C T I O N / FI R E P R O O F FR T W F I R E R E T A R D A N T T R E A T E D WO O D FT F O O T ( F E E T ) / F I R E T R E A T E D FT G F O O T I N G FU R G F U R R I N G FU R N F U R N I S H , F U R N I T U R E FU T F U T U R E FV F I E L D V E R I F Y GA G A G E GA L V G A L V A N I Z E D GE N G E N E R A L GF R C G L A S S F I B E R RE I N F O R C E D C O N C R E T E GF R G G L A S S F I B E R RE I N F O R C E D G Y P S U M GL G L A S S GL B L K G L A S S B L O C K GL U L A M G L U E D L A M I N A T E D W O O D GR L N G R A D E L I N E GR F L G R O U N D F L O O R GS B GY P S U M S H E A T H I N G BO A R D GT G R E A S E T R A P GY P B D G Y P S U M B O A R D GY P P L A S G Y P S U M P L A S T E R H H I G H HB H O S E B I B B HC H O L L O W C O R E HD W H A R D W A R E HD W D H A R D W O O D HM H O L L O W M E T A L HO R I Z H O R I Z O N T A L HP T HI G H P O I N T HS K P G H O U S E K E E P I N G HT H E I G H T HV A C H E A T I N G , V E N T I L A T I O N , AI R C O N D I T I O N I N G HW H O T W A T E R ID I N S I D E D I A M E T E R IN C A N D I N C A N D E S C E N T IN S U L I N S U L A T I O N IN T I N T E R I O R IN V I N V E R T JA N C L O J A N I T O R ' S C L O S E T KI T K I T C H E N L L O N G , L E N G T H LA M LA M I N A T E ( D ) LA U L A U N D R Y LA V L A V A T O R Y LB P O U N D ( S ) LF L I N E A R F O O T , ( F E E T ) LH L E F T H A N D LI B L I B R A R Y LK R L O C K E R LL L I V E L O A D LO N G L O N G I T U D I N A L LO C L O C A T I O N LP T L O W P O I N T LT L I G H T LV R L O U V E R m M E T E R MA C H M A C H I N E MA I N T M A I N T E N A N C E MA T L M A T E R I A L MA X MA X I M U M ME C H M E C H A N I C A L ME M B M E M B R A N E ME P ME C H A N I C A L , EL E C T R I C A L , PL U M B I N G @ FI R E P R O T E C T I O N ME Z Z M E Z Z A N I N E MF R M A N U F A C T U R E R MH M A N H O L E MH O M A G N E T I C H O L D O P E N MI N M I N I M U M MI S C M I S C E L L A N E O U S MK R B D M A R K E R B O A R D mm M I L L I M E T E R MO M A S O N R Y O P E N I N G MT L ME T A L N N O R T H NI C N O T I N C O N T R A C T NO N U M B E R NO M N O M I N A L NT S NO T T O S C A L E O/ O O U T T O O U T OC O N C E N T E R OD O U T S I D E D I A M E T E R OF / C I O W N E R F U R N I S H E D , CO N T R A C T O R I N S T A L L E D OF / O I O W N E R F U R N I S H E D , OW N E R I N S T A L L E D OF F OF F I C E OP H O P P O S I T E H A N D OP N G O P E N I N G OP P OP P O S I T E OR D O V E R F L O W R O O F D R A I N PA P U B L I C A D D R E S S PA R PA R A P E T , P A R A L L E L PC C P R E - C A S T C O N C R E T E PE R F P E R F O R A T E D PE R P P E R P E N D I C U L A R PL A M P L A S T I C L A M I N A T E PL A S P L A S T E R PL B G P L U M B I N G PL Y W D P L Y W O O D PN T PA I N T PO L PO L I S H E D PR P A I R PR E F A B P R E F A B R I C A T E ( D ) PR O J P R O J E C T PR O P P R O P E R T Y PS F P O U N D S P E R S Q U A R E F O O T PS I P O U N D S P E R S Q U A R E I N C H PT P O I N T / P R E S S U R E T R E A T E D PT D PA P E R T O W E L DI S P E N S E R PT N PA R T I T I O N PV C PO L Y V I N Y L C H L O R I D E PV G PA V I N G QT Q U A R R Y T I L E QT Y Q U A N T I T Y R T HE R M A L R E S I S T A N C E , RA D I U S , R I S E R RB R U B B E R B A S E RC R E I N F O R C E D C O N C R E T E RC P RE F L E C T E D C E I L I N G P L A N RC P T N R E C E P T I O N RD R O O F D R A I N RE C RE C E S S E D RE F RE F E R E N C E , RE F R I G E R A T O R RE I N F R E I N F O R C E , R E I N F O R C I N G RE Q ( D ) R E Q U I R E , R E Q U I R E D RE S I L R E S I L I E N T RE V R E V I S I O N RF R E S I L I E N T F L O O R I N G RH R I G H T H A N D RM R O O M RO R O U G H O P E N I N G RO W R I G H T O F W A Y RT F R U B B E R T I L E F L O O R RV L R E V E A L S S O U T H SA N SA N I T A R Y SC S O L I D C O R E SC H E D S C H E D U L E SE C T S E C T I O N SF S Q U A R E F O O T ( F E E T ) SG L SI N G L E SH R SH O W E R SH T SH E E T SI M S I M I L A R SJ S L I P J O I N T , S C O R E D J O I N T SP E C S P E C I F I C A T I O N SP K R S P E A K E R SQ S Q U A R E SS T S T A I N L E S S S T E E L ST A S T A T I O N ST C SO U N D T R A N S M I S S I O N CL A S S ST D ST A N D A R D ST L S T E E L ST O R S T O R A G E ST R U C T S T R U C T U R A L SU S P S U S P E N D E D SV S H E E T V I N Y L SY M M S Y M M E T R I C A L T T R E A D T/ T O P O F TA T O I L E T A C C E S S O R Y T& B T O P & B O T T O M T& G TO N G U E & G R O O V E TE L T E L E P H O N E TE M P T E M P O R A R Y TE R TE R R A Z Z O TH K TH I C K TI T E N A N T I M P R O V E M E N T TO _ T O P O F _ _ _ _ _ TO P O T O P O G R A P H Y , T O P O G R A P H I C TR T D T R E A T E D TS T U B E S T E E L TV T E L E V I S I O N TY P T Y P I C A L U H E A T T R A N S F E R CO E F F I C I E N T UH U N I T H E A T E R UL U N D E R W R I T E R ' S LA B O R A T O R I E S UN E X U N E X C A V A T E D UN F I N U N F I N I S H E D UN O UN L E S S N O T E D OT H E R W I S E UT I L U T I L I T Y VB V I N Y L B A S E VC T VI N Y L C O M P O S I T I O N T I L E VE N T V E N T I L A T I O N VE R T V E R T I C A L VE S T V E S T I B U L E VI F V E R I F Y I N F I E L D VN R VE N E E R VO L VO L U M E VW C VI N Y L W A L L C O V E R I N G W W E S T W/ W I T H W/ O W I T H O U T WC W A T E R C L O S E T WD W O O D WG W A L L G U A R D WH W A T E R H E A T E R WI W R O U G H T I R O N WS C T W A I N S C O T WT W E I G H T WW F W E L D E D W I R E F A B R I C WW M W E L D E D W I R E M E S H X B Y YD Y A R D YR Y E A R ZN Z I N C AB B R E V I A T I O N S L E G E N D NO T E 1 : A B B R E V I A T I O N S W H E N U S E D I N C O M P O S I T I O N M A Y I N C L U D E P E R I O D S F O R C L A R I F I C A T I O N NO T E 2 : A B B R E V I A T I O N S M A Y B E D I F F E R E N T W H E N A P A R T O F A L E G E N D SY M B O L S & A N D AN G L E @ A T x B Y ( L O W E R C A S E ) CE N T E R L I N E [ C H A N N E L X° D E G R E E Ø D I A M E T E R D O U B L E A N G L E # N U M B E R , P O U N D S PR O P E R T Y L I N E ± P L U S O R M I N U S SQ U A R E F E E T ZE E CO L U M N ; T U B E / D I V I D E D B Y P LCL UN D I S T R U B E D S O I L SA N D ST E E L ST R U C T U R A L C O N C R E T E CO N T I N U O U S W O O D F RA M I N G AL U M I N U M / O R N A M E N T A L ME T A L CO N C R E T E M A S O N R Y U N I T BR I C K , C O M M O N F A C E CU T S T O N E TE R R A Z Z O FI N I S H W O O D W O R K GY P S U M W A L L B O A R D BL O C K I N G O R S H I M WA T E R P R O O F I N G / DA M P R O O F I N G / A I R / MO I S T U R E B A R R I E R RI G I D I N S U L A T I O N PA R T I C L E B O A R D PL Y W O O D LI G H T W E I G H T C O N C R E T E CA S T S T O N E BR I C K , G L A Z E D MA T E R I A L S SY M B O L L E G E N D 1. R E F E R T O C O M P L E T E S E T O F I S S U E D C O N T R A C T D O C U M E N T S F O R AP P L I C A B L E N O T E S , A B B R E V I A T I O N S , A N D S Y M B O L S . 2. D O N O T S C A L E T H E D R A W I N G . I F D I M E N S I O N S A R E I N Q U E S T I O N . OB T A I N C L A R I F I C A T I O N F R O M T H E A R C H I T E C T B E F O R E C O N T I N U I N G . 3. D I M E N S I O N S S H O W N O N T H E F L O O R P L A N S F O R N E W CO N S T R U C T I O N A R E T O T H E F A C E O F F I N I S H O F I N T E R I O R W A L L S , T O CE N T E R L I N E O F C O L U M N S A N D T O F A C E O F C O N C R E T E O R M A S O N R Y WA L L S , U N L E S S O T H E R W I S E I N D I C A T E D . D I M E N S I O N S I N R E N O V A T E D AR E A S A R E F R O M F I N I S H F A C E O F E X I S T I N G W A L L S A N D T O F I N I S H FA C E O F N E W S T U D W A L L S , U N L E S S O T H E R W I S E I N D I C A T E D . 4. F I E L D M E A S U R E A N D C O N F I R M D I M E N S I O N S F O R A L L E Q U I P M E N T AN D F U R N I S H I N G S . C O O R D I N A T E O N D E L I V E R Y A N D I N S T A L L A T I O N O F OF / C I E Q U I P M E N T . M I N I M U M R E Q U I R E D O P E N I N G S A N D A C C E S S I B L E RO U T E S T O T H E I N S T A L L A T I O N A R E A S H A L L B E C O O R D I N A T E D W I T H TH E S U P P L I E R . 5. F I N I S H F L O O R E L E V A T I O N S A R E T O T O P O F F I N I S H E D F L O O R UN L E S S O T H E R W I S E N O T E D . 6. C O O R D I N A T E E X A C T S I Z E A N D P L A C E M E N T O F E Q U I P M E N T B A S E WI T H E Q U I P M E N T T O B E P R O V I D E D . 7. W H E R E N E W G Y P S U M B O A R D P A R T I T I O N S A R E A C O N T I N U A T I O N O F AN E X I S T I N G P A R T I T I O N O R C O L U M N E N C A S E M E N T , T H E F A C E O F T H E NE W G Y P S U M B O A R D S H A L L B E A L I G N E D W I T H T H E F A C E O F T H E EX I S T I N G S U R F A C E . W H E R E A O N E H O U R P A R T I T I O N I S S H O W N A S A CO N T I N U A T I O N O F A T W O - H O U R P A R T I T I O N O R C O L U M N E N C A S E M E N T , TH E F A C E O F T H E G Y P S U M B O A R D S H A L L B E O F F S E T A S R E Q U I R E D T O PR O V I D E F A C E A L I G N M E N T O F G Y P S U M B O A R D O N B O T H S I D E S . 8. L E V E L F L O O R S S O T H A T T H E Y D O N O T E X C E E D A ¼ " V A R I A N C E I N A 10 ' - 0 " R A D I U S . 9. P I P I N G L O C A T E D A B O V E G R A D E A N D I N S I D E T H E B U I L D I N G S H A L L B E CO N C E A L E D I N F U R R E D S P A C E S W I T H T H E E X C E P T I O N O F P I P I N G I N EQ U I P M E N T R O O M S A N D P O W E R H O U S E . C O O R D I N A T E W I T H O T H E R TR A D E S T O P R O V I D E F U R R I N G F O R P I P I N G I N S T A L L E D I N F I N I S H E D AR E A S . 10 . P A R T I T I O N T Y P E S A N D F I R E R E S I S T I V E R A T I N G S I N D I C A T E D O N A WA L L A R E T O B E C O N T I N U O U S F O R T H E L E N G T H A N D H E I G H T O F A PA R T I T I O N . 11 . A P P R O V E F L O O R O U T L E T L O C A T I O N S W I T H A R C H I T E C T A N D FA C I L I T E S M A N A G E R P R I O R T O C O R E D R I L L I N G . 12 . O P E N I N G S I N A R A T E D W A L L , F L O O R , C E I L I N G A N D R O O F AS S E M B L I E S S H A L L B E S E A L E D W I T H A F I R E R E S I S T A N T J O I N T SY S T E M S O R P R O T E C T E D W I T H A F I R E R A T E D C H A S E . 13 . E X I T S I G N S A N D S M O K E D E T E C T O R S L O C A T E D I N C E I L I N G S S H A L L BE P O S I T I O N E D A S R E Q U I R E D B Y T H E A U T H O R I T Y H A V I N G JU R I S D I C T I O N A L I G N E D W I T H O T H E R D E V I C E S U . O . N . 14 . W H E R E M A T E R I A L S A R E A P P L I E D T O , O R A R E I N D I R E C T C O N T A C T WI T H W O R K I N S T A L L E D B Y A N O T H E R S U B C O N T R A C T O R , CO M M E N C E M E N T O F W O R K I M P L I E S A C C E P T A N C E O F T H E S U B S T R A T E AS S U I T A B L E F O R T H E A P P L I C A T I O N I N T E N D E D . 15 . I S O L A T E D I S S I M I L A R M E T A L S T O P R E V E N T G A L V A N I C C O R R O S I O N . 16 . S E A L A N T S E X P O S E D T O V I E W S H A L L B E C U S T O M C O L O R A S SE L E C T E D B Y T H E A R C H I T E C T . 17 . C O O R D I N A T E L O C A T I O N O F S E A L A N T A N D C O M P A T I B I L I T Y O F SE A L A N T S W I T H A D J A C E N T W O R K , I N C L U D I N G M A T E R I A L S A N D OT H E R C O N T I G U O U S S E A L A N T S . 18 . C A U L K A T J U N C T U R E O F I N T E R I O R F A C E S O F D O O R F R A M E S , V I E W WI N D O W F R A M E S , E X T E R I O R W I N D O W F R A M E S , A N D C A B I N E T W O R K WI T H A D J A C E N T M A T E R I A L S . M A I N T A I N T H E F I R E R A T I N G O F CO N S T R U C T I O N A R O U N D C A B I N E T S , P A N E L S , A N D B O X E S R E C E S S E D IN F I R E R A T E D W A L L , F L O O R , A N D C E I L I N G A S S E M B L I E S . 19 . A C C E S S O R I E S S U C H A S G R A B B A R S , T O W E L B A R S , P A P E R DI S P E N S E R S A N D S O A P D I S H E S I N S T A L L E D W I T H I N 2 ' O F A U R I N A L , WA T E R C L O S E T , S I N K O R L A V A T O R Y S H A L L B E M O I S T U R E S E A L E D . 20 . A L L I N T E R I O R P A R T I T I O N S A R E T O T H E U N D E R S I D E O F T H E ST R U C T U R E A B O V E . T H E C O S T O F M A T E R I A L A N D L A B O R F O R A L L PA S S - T H R U C O N D U I T S F O R A V / I T A N D M E C H A N I C A L A T A L L I N T E R I O R PA R T I T I O N S A R E P A R T O F T H E C O N T R A C T . 21 . C G T O I N C L U D E C O S T O F E L E C T R I C A L A N D L O W V O L T A G E P O W E R FO R V A V A N D M E C H A N I C A L . R E F E R T O M E C H A N I C A L D R A W I N G S F O R SC H E D U L E O F O P E R A T I O N S . GE N E R A L P R O J E C T N O T E S GL A S S GY P S U M W A L L B O A R D LE A D - L I N E D BA T T I N S U L A T I O N BO A R D AC O U S T I C A L C E I L I N G SP R A Y - O N FI R E P R O O F I N G O R IN S U L A T I O N GL A S S B L O C K WO O D F L O O R I N G EX T E R I O R S H E A T H I N G SO L I D S U R F A C I N G EI F S PL A S T E R S T U C C O W / ME T A L L A T H WI N D O W T Y P E S Y M B O L IN T E R I O R G L A Z I N G SY S T E M T A G (N U M E R I C ) EX T E R I O R GL A Z I N G S Y S T E M TA G ( A L P H A ) LO U V E R T Y P E ID E N T I F I E R (A L P H A A N D NU M E R I C ) PA R T I T I O N T A G FL O O R D R A I N RO O F D R A I N A N D O V E R F L O W D R A I N OV E R F L O W D R A I N RO O F D R A I N GL A Z I N G T A G GL A Z I N G D E S I G N A T I O N AR C H I T E C T U R A L W O O D W O R K NO B O X I N D I C A T E S AR C H I T E C T U R A L WO O D W O R K R E F A5 0 - 0 1 F O R AR C H I T E C T U R A L WO O D W O R K SE C T I O N S A N D DE T A I L S CA B I N E T W I D T H CA B I N E T T Y P E EX I S T I N G P A R T I T I O N / IT E M T O R E M A I N NE W P A R T I T I O N / I T E M EX I S T I N G T O B E RE M O V E D CO L U M N G R I D D E S I G N A T I O N NE W G R I D NO T E T A G S "N O T E S B Y NU M B E R " SP E C I F I C A T I O N K E Y N O T E S BU I L D I N G S E C T I O N T A G SE C T I O N DE S I G N A T I O N SH E E T N U M B E R WA L L / D E T A I L S E C T I O N T A G S SE C T I O N DE S I G N A T I O N SH E E T N U M B E R SH E E T N U M B E R DE T A I L D E S I G N A T I O N EN L A R G E D P L A N T A G PL A N O R D E T A I L DE S I G N A T I O N SH E E T N U M B E R EX T E R I O R E L E V A T I O N T A G EL E V A T I O N DE S I G N A T I O N SH E E T N U M B E R IN T E R I O R E L E V A T I O N T A G SI N G L E I N T E R I O R EL E V A T I O N T A G EL E V A T I O N DE S I G N A T I O N SH E E T N U M B E R DO O R I D E N T I F I C A T I O N T A G DO O R D E S I G N A T O R RO O M N U M B E R (T H A T D O O R SW I N G S I N T O ) EQ U I P M E N T D E S I G N A T I O N CO N T R A C T O R FU R N I S H E D EQ U I P M E N T / I T E M TO I L E T A C C E S S O R Y T A G ?X X L1 A- X X X X 30 1 A FD TA 1 XX A- X X X XX A- X X X XX A- X X X XX A- X X X SI M A -XX X X X X X GL -X XX XX / A -XX X A1 24 " . EX I S T I N G T O R E M A I N . RE F E R E N C E E N T I R E DO C U M E N T S F O R AD D I T I O N A L W O R K I N TH I S A R E A A R E A A1 XX A- X X X 1 1. 2 A 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 0 9 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A00 -00GENERAL NOTES SYMBOLS AND ABBREVIATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATEPERMIT SET 12.06.2018 48 " 3 0 " FD FD FD FD FD FD FD FDFD FD FD FDFD FD F D FD F D PR O P E R T I E S O B T A I N E D T H R O U G H E M I N E N T D O M A I N LOT 2 L OT 3 LO T 4 LO T 5 LO T 6 A LO T 6 LO T 7 LO T 8 30 0 ' - 0 " 0 1 A- 6 0 0 01 A- 8 0 3 06 A- 8 0 1 C L FD FDFD FD FDFD S NE 6 3 R D S T R E E T COLINS AVE DF A N D AD D I T I O N A L RE S T R O O M S PR O J E C T S I T E A0 1 - 0 1 1 GA T E W A Y P A R K NE 1 6 3 R D S T . - S U N N Y I S L E S B L V D . NE 1 6 3 R D S T . - S U N N Y I S L E S B L V D . 82 6 COLINS AVE A B C D E F G H I J K L M N 1 1. 2 2 2. 2 3 4 ELEVATORS N. I . C . EX I S T . E L E C T R I C A L R O O M N . I . C . LO A D I N G / S E R V I C E E N T R A N C E A10-011 EX I S T . IT RO O M N. I . C . EX I S T . S T O R A G E N . I . C . NEW KIOSK & OFFICE 504 SQ. FT. EX I S T I N G P A R K I N G N . I . C . EX I S T . T R A S H R O O M N . I . C . EX I S T . I D F RO O M SE E T E C H DR A W I N S LEGEND NOT IN CONTRACT (N.I.C)IN CONTRACT LI M I T S O F C O N S T R U C T I O N LIMITS OF CONSTRUCTION LI M I T S O F C O N S T R U C T I O N L I M I T S O F C O N S T R U C T I O N EXISTING RESTROOMSA42-011 A4 2 - 0 3 1 LA U N D R Y A4 2 - 0 4 6 NE W ST O R A G E 1, 5 7 8 S Q . F T . IN T E R I O R BU I L D - O U T 14 , 9 5 7 S Q . F T . L I M I T S O F C O N S T R U C T I O N N.I.C. N. I . C . N. I . C . N. I . C . N. I . C . INTERIOR BUILT OUT: 14,957 SQ. FT NEW STORAGE: 1,578 SQ. FT KIOSK/KIOSK OFFICE: 504 SQ. FT.TOTAL: 17,039 SQ. FT.1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 1 4 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A01 -01SITE PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1" = 4 0 ' - 0 " 2 SI T E P L A N - L E V E L 1 1/ 1 6 " = 1 ' - 0 " 1 EN L A R G E D P L A N 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATEPERMIT SET 12.06.2018 F 9 F G H I J K L M 2 2.2 3 4 KI T C H E N S E R V I C E E N T R A N C E EX I S T I N G C O R R I D O R TE L E S C O P I N G G L A S S D O O R A4 1 A4 1 C4 1 C4 1 A4 1 A4 1 A4 1 A7 1 A4 1 A4 1 A4 1 A4 1 11 2 A 12 6 A A4 5 - 0 2 1 FI T N E S S CE N T E R 10 8 CO N F E R E N C E RO O M 10 4 RE C E P T I O N 10 0 BR E A K R O O M 10 3 CO R R I D O R 12 1 CL A S S R O O M 11 1 CA T E R I N G KI T C H E N 11 2 BANQUET HALL/MULTIPURPOSE 117 LO U N G E 10 1 BA N Q U E T HA L L ST O R A G E 11 6 ST O R A G E 12 2 EL E C . 11 8 AV . 11 9 4 A2 1 - 0 1 3 A21-01 1 A2 1 - 0 1 A4 3 - 0 2 1 A4 3 - 0 3 1 A4 5 - 0 4 1 A4 5 - 0 1 4 11 2 B 10 5 A 1 0 4 A A45-061A45-07 MA T C H E X I S T I N G CO R R I D O R D O O R S PR I N T / S T O R A G E TE L E P H O N E RO O M 10 6 ME E T I N G RO O M 10 5 WO R K S T A T I O N S 10 7 JA N I T O R 11 4 TR A S H 11 3 GA M E L O U N G E PA N T R Y BA N Q U E T T E SH E L V I N G 1 2 1 D E- 1 2 1 C E- 1 2 1 B 12 5 A 12 3 A 12 3 B 12 2 A 1 0 3 A ST O R . 12 0 10 7 A 10 6 A 10 7 B 1 0 8 A 1 0 8 C 1 0 9 A 1 1 1 B 11 0 A 11 8 A 11 9 A 11 7 B 11 3 A 1 1 4 A A4 1 C4 1 D4 1 D4 1 D4 1 A4 1 C4 1 A4 1 WO M E N S 12 6 D4 1 D3 1 C4 1 ME N S 12 7 12 7 A 12 1 A C4 1 C4 1 A7 1 C4 1 D3 1 D3 1 D3 1 A4 5 - 0 8 1 A4 5 - 0 9 1 GL A S S G A T E A4 1 A4 1 A7 1 C4 1 C4 1 AL I G N C4 1 C4 1 C4 1 A L I G N RE C E P T I O N DE S K E X I S T I N G C O R R I D O R 1 2 ' - 0 " N. I . C . N. I . C . EL E C T R I C A L 12 3 LO U N G E LO U N G E 11 1 C 11 ' - 2 " 5' - 6 " 6 ' - 6 " 14 ' - 0 " 15 ' - 9 " 5' - 6 " 6 ' - 7 " 16 ' - 1 1 " 5' - 6 " 15 ' - 0 " 5' - 6 " 20 ' - 0 " C4 1 A4 1 A3 1 A3 1 A4 1 E- 1 0 1 A E- 1 0 1 B E- 1 0 1 C E-117BE-117CE-117D 11 7 A 10 8 B 9 ' - 1 0 " 7 ' - 0 " 1 1 ' - 8 " 1 4 ' - 7 " 2 3 ' - 0 " HO L D 5' - 4 " 37 ' - 7 " C7 1 C4 1 C4 1 C4 1 11 ' - 6 " 5' - 3 " 2 ' - 9 " 15 ' - 1 " 1' - 1 0 " 5' - 0 " 1 0 ' - 1 " 36 ' - 7 " 3' - 5 " 21 ' - 6 " 7' - 1 " 33 ' - 1 " EX I S T I N G CO L U M N S EXISTING COLUMNS A3 1 A3 1 3 ' - 0 " C7 1 D31 D11 D4 1 D4 1 CL A S S R O O M 10 9 D4 1 D3 1 A4 1 C4 1 A4 1 16 ' - 0 " 10 ' - 1 0 " 12 ' - 6 " 19 ' - 1 " 5' - 5 " 9' - 8 " 2 ' - 4 " 8' - 5 " 6 ' - 7 " 9' - 6 " 20 ' - 4 " 16 ' - 3 " 8' - 5 " 3 ' - 8 " 1' - 0 " 2 A2 1 - 0 1 20 5 ' - 8 " 76' - 3" 1 2 ' - 4 " 1 8 ' - 5 " 9 ' - 1 0 " 15 ' - 6 " 11 ' - 9 " 26 ' - 4 " 3 ' - 6 " PA I N T E D C M U W A L L , R E F E R TO F I N I S H S C H E D U L E 11 8 B A4 3 - 0 1 1 A45-101 11 2 C NO T E : F O R K I T C H E N E Q U I P M E N T A N D S P E C S R E F E R T O I N M A N ' S FO O D S E R V I C E D R A W I N G S , S H E E T S F S 1 0 -01 T H R U F S 1 0 -04 OP E R A B L E B I F O L D OV E R H E A D D O O R A2 0 - 0 0 3 11 6 A 5/ A 2 1 -01 A L I G N 6/ A 2 1 -01 3' - 0 " R E C E P T I O N C O R R I D O R 1 0 2 10 0 A 9' - 1 " 2 E1 0 0 A ME C H 12 5 13 1 ' - 1 " FO R S T O R A G E D R A W I N G S R E F E R T O S H E E T A 1 1 -02 2 ' - 1 " N. I . C . A1 3 P A R T I T I O N S U R R O U N D E D B Y M I L L W O R K . SE E S E C T I O N S A N D D E T A I L S , T Y P . A4 1 A4 1 D3 1 3/ A 4 5 -04 13 6 A 6"D31 1 2 ' - 7 " 3 A4 5 - 0 3 A4 5 - 0 3 1 GL -3 SEE FINISH SCHEDULE A4 1 A4 1 11 ' - 5 " 10 ' - 0 " GL -2 GL -3 SEE FINISH SCHEDULE SL I D I N G P O C K E T D O O R 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28'-0" 11 1 A ME C H 13 8 13 8 A 3 ' - 4 1 / 2 " 3' - 0 " 12 0 A C- S GR O U P EN T R A N C E FL O O R I N G SY S T E M EX I S T I N G R W L T O RE M A I N , S E E PL U M B I N G DR A W I N G S EX I S T I N G R W L T O RE M A I N , S E E PL U M B I N G DR A W I N G S EXISTING FIRE MAIN TO REMAIN, SEE DETAILS. 11 9 A 11 9 B FL O O R P L A N L E G E N D FL O O R P L A N G E N E R A L N O T E S NE W P A R T I T I O N 10 1 A 1B 2H R ## 1. F O R A L L I N T E R I O R E L E V A T I O N T A G S R E F E R T O T H E A 0 7 - X X S E R I E S S H E E T S 2. A L L N E W P A R T I T I O N S S H A L L B E T Y P E 9 D , U N O ; R E F E R T O S H E E T A 6 1 - X X S E R I E S F O R M O R E I N F O R M A T I O N . 3. T Y P I C A L D I M E N S I O N S A R E T O T H E F I N I S H E D F A C E O F P A R T I T I O N , U N O . P A R T I T I O N S D I M E N S I O N E D T O CE N T E R L I N E O F S T U D A R E S O N O T E D . 4. L A Y O U T P A R T I T I O N S F O R A R C H I T E C T T O R E V I E W F O R D E S I G N I N T E N T . D O N O T P R O C E E D W I T H I N S T A L L A T I O N O F RU N N E R S O R S T U D S W I T H O U T T H I S R E V I E W . 5. L O C A T E D O O R S 4 " F R O M F A C E O F I N T E R S E C T I N G P A R T I T I O N T O I N S I D E E D G E O F D O O R F R A M E , U N O . 6. T H E C O N T R A C T O R S H A L L P A T C H A N D R E P A I R A L L E X I S T I N G A N D N E W W A L L S U R F A C E S A S R E Q U I R E D P R I O R T O AP P L Y I N G F I N I S H E S . 7. T H E C O N T R A C T O R S H A L L S U R V E Y F L O O R E L E V A T I O N S T O D E T E R M I N E S C O P E O F F L O O R L E V E L I N G A N D RE M E D I A L R E P A I R W O R K . T H E C O N T R A C T O R S H A L L I N C L U D E I N H I S S C O P E O F W O R K A L L C O S T S T H A T A R E AS S O C I A T E D W I T H F L O O R L E V E L I N G A N D A S S O C I A T E D R E M E D I A L R E P A I R W O R K . F L O O R S H A L L B E L E V E L W I T H I N 1/ 4 " I N 1 0 ' - 0 " R A D I U S . 8. O P E N I N G S I N G Y P S U M B O A R D F O R E L E C T R I C A L A N D C O M M U N I C A T I O N R E C E P T A C L E , P I P I N G , D U C T W O R K , A N D OT H E R P E N E T R A T I O N S S H A L L M A I N T A I N T O L E R A N C E S W I T H I N 1 / 4 " . E X P O S E D E D G E S S H A L L B E C O V E R E D B Y T R I M PL A T E S O R E S C U T C H E O N S . 13 . E X P O S E D W O O D S H A L L B E F I N I S H G R A D E H A R D W O O D - F I L L E D , S A N D E D , P R I M E D A N D R E A D Y F O R S C H E D U L E D FI N I S H . 14 . S E A L P E N E T R A T I O N S I N G Y P S U M B O A R D C O N S T R U C T I O N A B O V E F I N I S H E D C E I L I N G T O P R E V E N T S O U N D S LE A K A G E A T A C O U S T I C A L P A R T I T I O N S A N D A T D E M I S I N G P A R T I T I O N S , U N O . 15 . W H E N U N D I M E N S I O N E D P A R T I T I O N S A P P E A R I N C O N J U N C T I O N W I T H D O O R O P E N I N G S , D O O R W I D T H A N D D O O R FR A M E D E T A I L S D E T E R M I N E L O C A T I O N O F A D J A C E N T W A L L S A N D F R A M E S . 16 . F O R F U R N I T U R E S C O P E R E F E R T O A 0 8 - X X S E R I E S . 17 . F O R L O C A T I O N S O F L E V E L 5 G W B F I N I S H , R E F E R T O F I N I S H P L A N S ( A 0 7 - X X S E R I E S ) . 18 . P R O V I D E T E R M I T E P R O T E C T I O N C O N F O R M I N G T O F B C 1 8 1 6 . 1 , R E F E R T O S P E C S . 19 . P R O V I D E U N D E R S L A B V A P O R B A R R I E R A T S L A B O N G R A D E C O N F O R M I N G T O F B C 1 8 1 6 . 1 . 4 , R E F E R T O S P E C S . 20 . F O R W A L L B A C K I N G , W A L L P R O T E C T I O N A N D G E N E R A L K I T C H E N R E Q U I R E M E N T S R E F E R T O F O O D S E R V I C E DR A W I N G S . 21 . P R O V I D E A L L O W A N C E F O R 7 T O T A L C O U N T O F 1 2 " x 1 2 " F L U S H P A I N T E D M E T A L A C C E S S P A N E L S I N G Y P S U M CE I L I N G S , D I S T R I B U T E D A C R O S S P R O J E C T , U N O . P A I N T T O M A T C H A D J A C E N T C E I L I N G F I N I S H . 22 . A . A L L I N T E R I O R P A R T I T I O N S A R E T O T H E U N D E R S I D E O F T H E S T R U C T U R E A B O V E . T H E C O S T O F M A T E R I A L A N D LA B O R F O R A L L P A S S T R O U G H T C O N D U I T S F O R A V / I T A N D M E C A N I C A L A T A L L I N T E R I O R P A R T I T I O N S A R E P A R T OF T H I S C O N T R A C T . B. I N C L U D E C O S T O F E L E C T R I C A L A N D L O W V O L T A G E P O W E R F O R V A V ` S A N D M E C H A N I C A L . R E F E R T O DR A W I N G S F O R S C H E D U L E O F O P E R A T I O N S 9. A L L G Y P S U M B O A R D W A L L S T O R E C I E V E T I L E O R F R P F I N I S H E S S H A L L H A V E T I L E B A C K E R B O A R D . A L L O T H E R WA L L S I N T O I L E T R O O M S A N D K I T C H E N S T O B E W A T E R - R E S I S T A N T G Y P S U M B O A R D . A L L G Y P S U M B O A R D CE I L I N G S P R O V I D E D I N F O O D S E R V I C E A R E A S A N D T O I L E T R O O M S S H A L L B E W A T E R - R E S I S T A N T G Y P S U M BO A R D . R E F E R T O D E T A I L 3 O F P A G E A 1 0 - 7 3 F O R W A T E R P R O O F I N G A N D C E M E N T I C I O U S B A C K E R B O A R D DE T A I L . 10 . P A R T I T I O N S N O T D I M E N S I O N E D A R E G E N E R A L L Y L O C A T E D B Y O N E O F T H E F O L L O W I N G C R I T E R I A : A. C E N T E R L I N E : C E N T E R O F P A R T I T I O N A L I G N S W I T H T H E C E N T E R O F G R I D L I N E O R O B J E C T C E N T E R L I N E (S U C H A S A C O L U M N O R M U L L I O N ) . C E N T E R T H E O V E R A L L P A R T I T I O N W I D T H R A T H E R T H A N S T U D W I D T H ON T H E L I N E . B. A L I G N : L O C A T E P A R T I T I O N F L U S H W I T H F A C E O F G Y P S U M B O A R D , O R O T H E R S U R F A C E I N D I C A T E D . C. M A I N T A I N D I M E N S I O N S N O T E D A S ' M I N I M U M ' , ' C L E A R ' , O R ' H O L D ' . 11 . A L L E X I S T I N G C O N C R E T E W A L L S A N D C O N C R E T E O R S T E E L C O L U M N S A R E T O B E F U R R E D - O U T W I T H M E T A L ST U D S O R H A T C H A N N E L S A S M I N I M A L L Y A S R E Q U I R E D F O R T H E I N S T A L L A T I O N O F C O N D U I T , J U N C T I O N BO X E S , A C C E S S O R I E S , B L O C K I N G , E T C . , E X C E P T W H E R E T H E W A L L S A N D C O L U M N E N C L O S U R E S A R E RE Q U I R E D T O A L I G N O R A R E D I M E N S I O N E D T O T H E C O N T R A R Y . 12 . P R O V I D E M E T A L B A C K I N G P L A T E S O R S O L I D W O O D B L O C K I N G ( F I R E T R E A T E D ) I N P A R T I T I O N S F O R M I L L W O R K , AU D I O V I S U A L E Q U I P M E N T , S H E L V I N G , A C C E S S O R I E S , T O I L E T P A R T I T I O N S A N D A N Y O T H E R W A L L A T T A C H E D IT E M S . C O O R D I N A T E P L A C E M E N T O F B L O C K I N G P R I O R T O C L O S I N G W A L L S . DE N O T E S A R E A " N O T I N C O N T A C T " DO O R N U M B E R , RE F E R T O D O O R A N D H A R D W A R E S C H E D U L E MI L L W O R K PA R T I T I O N T Y P E (R A T I N G D E S I G N A T I O N I F A P P L I C A B L E ) AC C E S S O R Y T A G PL U M B I N G T A G 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 1 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A10 -01FLOOR PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1/8" = 1'-0"1 FLOOR PLAN2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com T V NO.ISSUE DATEPERMIT SET 12.06.2018 F G H I J K L M N 2 2.2 3 4 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28'-0"17'-9"43'-4"19'-0"29'-2" EX I T I N G C M U P A R A P E T W A L L T O B E D E M O L I S H EX I T I N G C M U P A R A P E T W A L L BE D E M O L I S H E D . R E F E R T O ST R U C T U R A L D R A W I N G S EXITING CMU PARAPET WALL TO REMAIN 17 4 ' - 2 " NEW CMU WALL 17'-10"EXISTING10'-0" N. I . C . N. I . C . N.I.C. N. I . C . EX I T I N G 4 " X 1 2 " S C U P P E R T O R E M A I N ED G E O F E X I S T I N G R O O F EX I S T I N G RO O F D R A O N TO R E M A I N EX I T I N G 4 " X 1 2 " S C U P P E R T O R E M A I N RE F E R T O ME C H A N I C A L DR A W I N G M 1 0 -02 FO R N E W S L A B OP E N I N G S , T Y P CO O R D I N A T E W I T H ST R U C T U R E A S RE Q U I R E D RE F E R T O ME C H A N I C A L DR A W I N G M 1 0 -02 FO R S L A B OP E N I N G S , T Y P RE F E R T O ME C H A N I C A L DR A W I N G M 1 0 -02 FO R S L A B OP E N I N G S , T Y P CO O R D I N A T E W I T H ST R U C T U R E A S RE Q U I R E D RE F E R T O ME C H A N I C A L DR A W I N G M 1 0 -02 FO R S L A B OP E N I N G S , T Y P CO O R D I N A T E W I T H ST R U C T U R E A S RE Q U I R E D RE F E R T O M E C H A N I C A L DR A W I N G M 1 0 -02 F O R N E W S L A B OP E N I N G S , T Y P CO O R D I N A T E W I T H S T R U C T U R E AS R E Q U I R E D A5 3 - 0 1 1 A5 3 - 0 1 1 2 A5 3 - 0 1 EX I T I N G R O O F A N D DR A I N T O R E M A I N (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) EX I T I N G R O O F A N D DR A I N T O R E M A I N NE W P A R A P E T W A L L NE W 3 ' -8" P A R A P E T W A L L ON T O P O F E X I S T I N G 1 ' -2" CO N C . C U R B . R E F E R T O ST R U C T U R A L D R A W I N G S . MA T C H E X I S T I N G L I G H T L Y TE X T U R E D S T U C C O F I N I S H TY P . 2 ' - 6 " 3 ' - 1 " 2 ' - 1 " 2 ' - 3 " 1 ' - 3 " 2 ' - 5 " 1 ' - 7 " 3 ' - 1 0 " 1 ' - 7 " 3 ' - 1 0 " 8' - 0 " 1' - 1 " 7"1' - 1 " 10 ' - 7 " 2' - 1 " 2' - 2 " 2' - 2 " 3' - 5 " 1' - 7 " 1' - 6 " 2' - 0 " 1' - 8 " 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 1 6 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A11 -01ROOF PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 ROOF PLAN NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F 3 F3 F3 F3 F3 A F2 A F 2 A F2 A F2 A F 1 4 F1 4 F2 A F 2 A F2 A F2 A F 1 4 F1 4 F 9 F9 F2 A F 2 A F9 F 1 B - 8 F2 A F 2 A F 2 A F2 A F 2 A F9 F 1 B - 1 2 F1 B - 8 F6 B F6 B F6 B F6 B F6 B F6 F 6 F 6 F8 F1 4 F 1 4 F 1 4 F1 4 F14F14 F6 B F6 B F6 B F6 B F6 B F6 B F6 B F6 B F 1 - 2 4 F 1 - 2 4 F1 - 3 0 F1 - 3 0 F 2 A F9 F 9 F1 1 F 1 1 F1 2 F1 2 F1 2 F1 2 F1 2 F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 F8 F6 B F1 6 F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F9 F2 A F2 A F2 A F2 A F2 A F2 A F2 A F2 A F2 A F2 A F1 6 F3AF3AF3AF3AF3AF3AF3AF3AF3AF3AF3A F3AF3AF3AF3AF3AF3AF3AF3AF3AF3AF3A F3AF3AF3AF3AF3AF3AF3AF3AF3AF3AF3A F3AF3AF3AF3AF3AF3AF3AF3AF3AF3AF3A F 1 4 F G H I J K L MN 2 2.2 3 4 AF F 14 ' -0" GY P B D AF F 11 ' -0" GY P B D AF F 9'-2" AC T -2 AF F 9'-2" GY P B D AF F 9'-2" GY P B D AF F 9'-2" AC T -3 AF F 9'-6" AC T -2 AF F 11 ' -0" AC T -1 4 A2 1 - 0 1 3 A21-01 1 A2 1 - 0 1 A4 3 - 0 2 2 A4 3 - 0 3 2 A4 5 - 0 1 5 A4 5 - 0 4 2 SLOPED CEILING BI F O L D K I T C H E N D O O R OP E N T O AB O V E PA I N T E D P -1 OP E N T O AB O V E OP E N T O AB O V E OP E N T O AB O V E OP E N T O AB O V E A45-062 1' - 0 " T Y P F1 0 F1 0 F1 0 F1 0 F1 0 F1 0 F1 0 F1 0 F -9 A T RE C E P T I O N DE S K C4 1 C4 1 D1 1 D1 1 D11 D11 D11 F9 C O V E L I G H T I N G B E L O W E V E R Y S H E L F F1 0 F1 0 AL L A R O U N D M I R R O R AL L A R O U N D M I R R O R CL F1 3 F4 B HE A D E R D3 1 F5 F5 F5 D1 1 D1 1 AF F 11 ' -0" WD -1 D1 1 D1 1 D1 1 D1 1 F7 B F7 B F7 A KI T C H E N H O O D SE E F O O D S E R V I C E DR A W I N G S BA N Q U E T H A L L ST O R A G E 11 6 CL A S S R O O M 11 1 D1 1 D1 1 F4 F4 F4 F1 0 F -9 A B O V E MI R R O R CO V E CO V E L I G H T I N G A B O V E M I L L W O R K , T Y P . FI T N E S S C E N T E R 10 8 F1 0 F1 0 F1 0 RE C E P T I O N 10 0 LO U N G E 10 1 CO N F E R E N C E RO O M 10 4 ME E T I N G R O O M 10 5 BR E A K R O O M 10 3 WO R K S T A T I O N S 10 7 CL A S S R O O M 10 9 (3 ) F 1 5 I N P L A N T E R L I G H T S (3 ) F 1 5 I N P L A N T E R L I G H T S (5 ) F 1 5 I N PL A N T E R L I G H T S TE L E P H O N E R O O M 10 6 CA T E R I N G K I T C H E N 11 2 BANQUET HALL/MULTIPURPOSE 117 F1 0 EQ EQ OP E N T O AB O V E RE F E R T O E L E C T R I C A L DR A W I N G S FO R L I G H T I N G I N B O H R O O M S AL O N G N O R T H H A L L W A Y , T Y P . 2 A2 1 - 0 1 A4 5 - 0 9 2 A4 5 - 0 8 2 AF F 10 ' -0" GY P B D AFF 11'-0"WD -1 AFF 14'-0"GYP BD A4 3 - 0 1 2 2 A5 1 - 0 1 A4 5 - 1 0 2 A4 5 - 0 2 2 FO R S T O R A G E D R A W I N G S RE F E R T O S H E E T A 1 1 -02 AF F 8'-6" ST U C C O EX I S T I N G AF F 8'-6" ST U C C O EX I S T I N G NE W NE W EX I S T I N G S T U C C O C E I L I N G T O B E R E M O V E D T O IN S T A L L E X H A U S T D U C T . N E W S T U C C O C E I L I N G T O B E PL A C E D , M A T C H E X I S T I N G S T U C C O F I N I S H GR E A S E A N D T O I L E T E X H U A S T D U C T , SE E M E C H A N I C A L D R A W I N G S SE E M E C H D R A W I N G S NE W S T U C C O C E I L I N G AF F 8'-6" ME T A L EX I S T I N G F1 6 L I G H T I N G C O V E F1 1 C O V E L I G H T I N G A B O V E M I L L W O R K , T Y P . D4 1 D4 1 D1 1 D3 1 PAINTED FINISHABOVE MIDDLE MULLION TO CONCEAL MAIN SP. PIPE F9 C O V E L I G H T I N G C O V E D1 1 D1 1 D1 1 D1 1 A4 5 - 0 3 2 13'-0" HP 11'-0" LP F1 0 E Q E Q EQ EQ EQ-20 EQ-21EQ-22EQ-22 EQ-21 EQ-20 EQ-20 EQ - 1 2 EQ - 1 0 EQ - 1 1 EQ-24 EQ-24 EQ-24 EQ-24EQ-24 EQ-24 EQ - 2 4 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 1 6 EQ - 1 6 F 9 B E L O W T O P C A B I N E T 5 1 / 2 " EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 AF F 11 ' -0" GY P B D EQ - 2 5 EQ - 2 5 EQ EQ NE W C O N D U I T S T O E X I S T I N G IT R M . P A T C H , M A T C H EX I S T I N G M T L C E I L I N G ME C H 13 8 7'-1" 5' - 7 " 1 3 ' - 7 1 / 2 " 1 4 ' - 0 1 / 2 " 1 1 ' - 4 " 5 ' - 0 " EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ-24 EQ-24 EQ-24EQ-24 EQ-24 EQ-24 EQ-24EQ-24 EQ-24 EQ-24 EQ-24 EQ-24 EQ-24EQ-24 EQ-24 EQ-24 EQ-24 EQ-24 EQ-24EQ-21 EQ-22 AC C E S S PA N E L ACCESS PANELACCESS PANELACCESS PANEL BL U E T O O T H BL U E T O O T H B.T. B. T . EQ . EQ.ALL HVAC DUCTS TO AROUND A/V SYSTEM. TO BE COORDINATED IN THE FIELD SU B -WO O F E R SU B -WO O F E R SUB -WOOFEROUTDOOR RATED SPEAKERS. FLUSH W/ CEILING.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ. E Q . E Q . EQ.EQ. OP E N T O AB O V E PA I N T E D P -1 CO R R I D O R 12 1 ME N S 12 7 WO M E N S 12 6 RE F L E C T E D C E I L I N G P L A N S Y M B O L L E G E N D RE F L E C T E D C E I L I N G G E N E R A L P L A N N O T E S 1. T H E C O N T R A C T O R S H A L L C O M P A R E T H I S R E F L E C T E D C E I L I N G P L A N W I T H E L E C T R I C A L L I G H T I N G P L A N S , M E C H A N I C A L S U P P L Y , RE T U R N , A N D E X H A U S T P L A N S . T H E C O N T R A C T O R S H A L L R E P O R T A N Y O M I S S I O N S O R I N C O N S I S T E N C I E S T O T H E A R C H I T E C T . 2. S E E E L E C T R I C A L D R A W I N G S F O R T H E L O C A T I O N S O F C E I L I N G M O U N T E D S M O K E D E T E C T O R S , S P E A K E R S , E X I T S I G N A G E , F I R E AL A R M D E V I C E S , E T C . 3. F O R F U R T H E R D I M E N S I O N S S E E L A R G E S C A L E P L A N S , S E C T I O N S , E L E V A T I O N S , A N D D E T A I L S . 4. S P R I N K L E R H E A D L O C A T I O N S A R E N O T S H O W N O N A R C H I T E C T U R A L R E F L E C T E D C E I L I N G P L A N S . S E E F I R E P R O T E C T I O N DR A W I N G S . 5. 1 8 " M I N I M U M V E R T I C A L C L E A R A N C E S H A L L B E M A I N T A I N E D B E T W E E N T H E B O T T O M O F E X T E N D E D S P R I N K L E R H E A D S A N D T H E T O P OF A N Y F I L E S , S H E L V I N G , L O C K E R S , E T C . 6. T H E C O N T R A C T O R S H A L L V E R I F Y T H A T A C C E S S P A N E L S O F T Y P E S P E C I F I E D A R E I N S T A L L E D I N N O N - A C C E S S I B L E T Y P E C E I L I N G S WH E R E S E R V I C E O R A D J U S T M E N T T O M E C H A N I C A L , P L U M B I N G , O R E L E C T R I C A L I T E M S M A Y B E R E Q U I R E D . A C C E S S P A N E L S S H A L L BE T H E F I R E R A T E D T Y P E E Q U A L T O T H E R A T I N G O F T H E C E I L I N G I N W H I C H T H E Y O C C U R . 7. U . O . N O C C U P A N C Y V A C A N C Y S E N S O R S T O B E W A L L M O U N T E D CE I L I N G P L A N K E Y N O T E S XX A- X X X SI M CE I L I N G D E T A I L / S E C T I O N T A G 9' - 0" A F F CE I L I N G H E I G H T D E S I G N A T I O N P E R A R E A . W H E R E NO H E I G H T I S D E S I G N A T E D , A S S U M E 9 ' -0" EX P A N S I O N J O I N T 8. E Q U I P M E N T A N D D E V I C E S M O U N T E D O N W O O D C E I L I N G S H A L L B E B L A C K . E Q U I P M E N T M O U N T E D O N D R Y W A L L O R A C T S H O U L D B E WH I T E , T Y P . A R C H I T E C T T O A P P R O V E L O C A T E D O F A L L C E I L I N G M O U N T E D D E V I C E S V I A S H O P D R A W I N G S A N D F I E L D CO O R D I N A T I O N S F O R A L I G B M E N T S A N D S P A C I N G . 9. L I G H T S A N D E Q U I P M E N T S H A L L B E M O U N T E D I N C E R T I N E O F W O O D P L A N K , O R C E N T E R L I N E O F A C T , U N O . 10 . C O N T R A C T O R S H A L L P R O V I D E S H O P D R A W I N G S F O R W O O D C E I L I N G I N D I C A T I N G F O R A R C H I T E C T T O R E V I E W P R I O R O R O R D E R I N G . 11 . A L L S P R I N K L E R H E A D S T O B E A P P R O V E D B Y A R C H I T E C T D U R I N G S U B M I T T A L S F O R L O C A T I O N A N D F I N I S H . TY P E 1 : P E N D E N T S P R I N K L E R H E A D I N W O O D T O B E L O C A T E D O N W O O D C E I L I N G S TY P E 2 : C O N C E A L L E D T Y P E S P R I N K L E R H E A D I N W H I T E F I N I S H F O R A C T A N D G Y P L O C A T I O N S TY P E 3 : C O N C E A L L E D T Y P E P E N D E N T S P R I N K L E R H E A D I N B L A C K F I N I S H T O B E I N S T A L L E D I N C O R R I D O R 1 2 1 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 1 8 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A12 -01REFLECTED CEILING PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1/ 8 " = 1 ' - 0 " 1 RE F L E C T E D C E I L I N G P L A N 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATEPERMIT SET 12.06.2018 F G H I J K L M 2. 2 3 4 SPECIAL EVENT ENTRY/EXIT FI N I S H U P D A T E O N T H E HA L L W A Y S T O R A R A G E RE T R A C T A B L E G L A S S WD -1 ST -1/ W C -1 - TZ -1 AC P -1 P -1 RB -1 PT -1 GY P PL -1/ P -3 RB -2/ P L -3 TZ -1 OP E N P -1 RB -1 CO N C -1 AC P -1 P -2 RB -3 PT -1 GY P AW P -1 WD -4 WD -2 AC P -1 P -1 RB -1 PT -1 WD -1 AWP -2/WC -2 RB -X CPT -1 AC P -2 P -2 RB -3 CP T -1 S T O R A G E S T O R A G E WD -1 N/ A MT -1 TZ -1 GY P PT -3 - - PT -2 GY P PT -3 - - PT -2 AC P -2 MT -3 / G F -1 EP O B -1 EP O -1 AC P -2 P -2 RB -1, 6 " A F F CO N C -1 AC P -2 P -2 EP O B -1 EP O -1 AC P -1 P -1 RB -1 PT -1 AC P -1 P -1 RB -1 PT -1 MT - 2 R O D S AC P -1 P -1 RB -1 PT -1 LO U N G E 10 1 RE C E P T I O N 10 0 CO N F E R E N C E RO O M 10 4 BR E A K R O O M 10 3 WO R K S T A T I O N S 10 7 TE L E P H O N E RO O M 10 6 ME E T I N G RO O M 10 5 FI T N E S S CE N T E R 10 8 ME N S 12 7 CO R R I D O R 12 1 WO M E N S 12 6 ME C H 12 5 EL E C T R I C A L 12 3 ST O R A G E 12 2 JA N I T O R 11 4 TR A S H 11 3 CL A S S R O O M 10 9 CL A S S R O O M 11 1 BA N Q U E T HA L L ST O R A G E 11 6 AV . 11 9 EL E C . 11 8 ST O R . 12 0 BANQUET HALL/MULTIPURPOSE 117 GA M E L O U N G E LO U N G E BA N Q U E T T E LO U N G E PA N T R Y LO U N G E S T - 1 M B - 3 S T - 1 P L - 3 ST-2 WC - 2 MB - 2 WC - 2 MB - 2 WC - 2 MB - 2 PL-2 PL-2 WC - 2 MB - 2 GL - 1 G L - 2 PP-1 CF-2 CF-2 CF-2 OP E N P -3 RB -1 CO N C -1 OP E N P -1 RB -1 CO N C -1 OP E N P -1 RB -1 CO N C -1 OP E N P -1 RB -1 CO N C -1 OP E N P -1 RB -1 CO N C -1 OP E N P -1 RB -1 CO N C -1 WC - 1 PL - 4 PL-4 PL - 4 CF-2 WD - 1 S T U D S P L - 5 P L - 3 PL - 1 ST A I N L E S S S T E E L W A L L UP T O 5 ' - 0" GF -1 F R O M 5 ' - 0" T O CE I L I N G IN T E G R A L E P O X Y B A S E P T - 1 T Z - 1 P T - 2 P T - 2 TZ - 1 C P T - 1 EP O - 1 CP T - 1 EP O - 1 PT - 1 WD - 1 PT - 1 TZ - 1 TZ - 1 TZ - 1 TZ - 1 C P T - 1 T Z - 1 T Z - 1 TZ - 1 Co n c r e t e WD - 1 TZ - 1 CP T - 1 E P O - 1 C P T - 1 C P T - 1 C P T - 1 T Z - 1 P T - 2 TZ - 1 TZ - 1 TZ - 1 T Z - 1 TZ - 1 TZ - 1 TZ - 1 TZ - 1 P -3, F O R M U L A FO R W E T AR E A S , W I T H LE V E L 5 G Y P PL - 1 PL - 3 PL - 1 PL - 3 PL - 1 PL - 3 P L - 1 P L - 3 GL - 3 LO C A T I O N : A L L E X I S T I N G S O U T H A N D EA S T E L E V A T I O N S . F L O O R T O C E I L I N G GL-3 LOCATION: ALL EXISTING SOUTH AND EAST ELEVATIONS. FLOOR TO CEILING FINISH FLOOR ELEVATION 0' - 0 " FI N I S H F L O O R EL E V A T I O N 0 ' - 0 " TY P . ME C H 13 8 OP E N P -1 RB -1 CO N C -1 TZ - 1 Co n c r e t e TZ - 1 FA M I L Y RE S T R O O M 11 0 WD - 1 AWP-2 MB-2AWP-2 MB-2 WC-2 MB-2 WC-2 MB-2CG-1 CA T E R I N G KI T C H E N 11 2 CG -1 CG -1 CG -1 CG -1 CG -1 CG -1 CG -1 CG -1 CG -1 MU L L I O N M A T E MU L L I O N M A T E CG -1 CG -2 CG -2 CG -2 CG -2 CG -2 CG -2 CG -1 CG -3 CG -3 CG -2 CG -2 CG -1 CG -4 TZ - 1 CG -4 CG -1 CG -1 CG -1 CG -1 CG -1 CG -2 CG -2 CG -2 CG -2 CG -2 CG -2 CG -2 CG -2 CG -2 CG -2 CG -1 CG -1 CG -2 CG -2 CG -2 CG -2 PL - 1 WD - 2 PL - 1 WD - 2 SS - 1 PL - 1 PL - 3 SS - 1 PL - 1 PL - 3 PL - 1 PL - 3 P L - 1 P L - 3 PL - 1 PL - 3 MB - 1 MB - 1 MB - 1 MB - 1 CF - 1 C F - 2 AR E A T O S T O R E C F -2 PL - 1 PL - 3 PL - 1 PL - 3 CG -4 CG -4 C- S GR O U P EN T R A N C E FL O O R I N G SY S T E M , ON EX I S T I N G TI L E MO D U L E 3 9 ' - 0 " 5' - 0 " P- 3 RB - 2 HA L L W A Y N O R T H EL E V A T I O N MI R R O R MB - 3 WC - 2 MB - 3 WC - 2 MB - 3 PL - 1 PL - 3 AB O V E F I L E C A B I N E T S . P -1 B E L O W PL A N L E G E N D DE N O T E S A R E A " N O T I N C O N T R A C T " MI L L W O R K 10 . P A I N T E X P O S E D E L E C T R I C A L R A C E W A Y S T O M A T C H T H E A D J A C E N T W A L L S U R F A C E . 11 . E X T E N D A L L S P E C I F I E D F L O O R I N G F O R A P A R T I C U L A R A R E A U N D E R M I L L W O R K I N TH A T A R E A . 12 . S E E E L E V A T I O N S F O R A D D I T I O N A L F I N I S H I N F O R M A T I O N . 13 . A L L T R A N S I T I O N S T R I P S A N D T I L E B A S E T E R M I N A T I O N S T O B E M I T E R E D 9 0 D E G R E E S A T CO R N E R S . 14 . P R O V I D E F R P P A N E L S U P T O 5 ' - 0 " H I G H I N J A N I T O R C L O S E T I N A L L W A L L S . 15 . C O N T R A C T O R T O C O O R D I N A T E F L O O R P E N E T R A T A T I O N S A N D S L A B E L E V A T I O N S W I T H FI N I S H E S P R I O R T O E X E C U T I O N O F W O R K . D E P R E S I O N D I A G R A M T O B E R E V I E W E D B Y A R C H I T E C T PR I O R T O E X E C U T I O N O F W O R K . FL O O R F I N I S H T R A N S I T I O N FL O O R F I N I S H M A T E R I A L PA T T E R N D I R E C T I O N CO N T R O L J O I N T X- X X X- X X FI N I S H P L A N G E N E R A L N O T E S 1. F O R F I N I S H E S R E F E R T O F I N I S H S C H E D U L E S H E E T A 6 4 - 0 1 . F O R FL O O R T R A N S I T I O N D E T A I L S R E F E R T O S H E E T A 5 2 . 0 1 2. D I M E N S I O N S , T A R G E T S , E T C . T H A T A R E T Y P I C A L F O R M A N Y A R E A S AR E N O T E D O N L Y O N C E . 3. A L L F I N I S H E S I N S I D E C O A T A N D S T O R A G E C L O S E T S S H A L L B E CO N S I S T E N T W I T H T H E A D J A C E N T F I N I S H E S , U N O . 4. F L O O R C O V E R I N G S I N C L O S E T S S H A L L B E T H E S A M E A S T H A T O F TH E S P A C E I N T O W H I C H T H E C L O S E T D O O R O P E N S , U N O . 5. F U R N I S H A N D I N S T A L L T R A N S I T I O N S T R I P S W H E R E C A R P E T A B U T S HA R D S U R F A C E F L O O R I N G , U N O . F I N I S H O N B O T H S I D E S O F TR A N S I T I O N T O B E I N T H E S A M E P L A N E . XX X XX X XX X XX X RO O M F I N I S H T A G CE I L I N G F I N I S H WA L L F I N I S H WA L L B A S E F I N I S H FL O O R F I N I S H MI L L W O R K F I N I S H T A G CO U N T E R T O P CA B I N E T F R O N T S XX X FI N I S H T A G ET R EX I S T I N G T O R E M A I N 6. R E S I L I E N T W A L L B A S E A T A L L C A R P E T E D A R E A S S H A L L B E ST R A I G H T B A S E , U N O . R E S I L I E N T W A L L B A S E A T A L L HA R D S U R F A C E F L O O R S S H A L L B E C O V E D B A S E , U N O . 7. R E S I L I E N T B A S E S H A L L B E R O L L E D T O M I N I M I Z E J O I N T S . B A S E CO R N E R S E C T I O N S S H A L L N O T B E L E S S T H A N 6 I N C H E S I N LE N G T H A S M E A S U R E D F R O M T H E C O R N E R P R O P E R . 8. P R O V I D E A P R I M E P A I N T C O A T I N U N E X P O S E D A R E A S C O V E R E D B Y MI L L W O R K , P A N E L I N G , A N D O T H E R F I X E D A R C H I T E C T U R A L EL E M E N T S U N O . 9. P R O V I D E A F I N I S H A T A L L A R E A S T H A T A R E E X P O S E D B E H I N D MI L L W O R K , F I L E C A B I N E T S , P A N E L I N G , E T C . D U E T O R E V E A L S , JO I N T S , E N D C O N D I T I O N S , E T C . CA B I N E T B A S E XX XX X XX X XX X XX X CA B I N E T B A S E CA B I N E T F R O N T S 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 2 0 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A13 -01FINISH FLOOR PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1/ 8 " = 1 ' - 0 " 1 FI N I S H F L O O R P L A N 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATEPERMIT SET 12.06.2018 F G H I J K L M 2. 2 3 4 KI T C H E N S E R V I C E E N T R A N C E SPECIAL EVENT ENTRY/EXIT 24 0 S E A T S PR I N T / S T O R A G E P A N T R Y S T O R A R A G E BA N Q U E T HA L L ST O R A G E 11 6 RE C E P T I O N 10 0 LO U N G E 10 1 CO N F E R E N C E RO O M 10 4 BR E A K R O O M 10 3 FI T N E S S CE N T E R 10 8 CL A S S R O O M 10 9 CA T E R I N G KI T C H E N 11 2 CL A S S R O O M 11 1 BA N Q U E T HA L L / MU L T I P U R P O S E 11 7 AV . 11 9 EL E C . 11 8 ST O R A G E 12 2 ME C H 12 5 RE T R A C T A B L E O V E R H E A D D O O R RETRACTABLE PROJECTION SCREEN RETRACTABLE PROJECTION SCREEN JA N I T O R 11 4 TR A S H 11 3 ME N S 12 7 WO M E N S 12 6 TE L E P H O N E RO O M 10 6 ME E T I N G RO O M 10 5 WO R K S T A T I O N S 10 7 ST O R . 12 0 FN - 1 3 FN - 9 FN - 9 FN - 9 Co n c r e t e Co n c r e t e FN - 3 2 FN - 3 2 FN - 3 2 FN - 3 2 FN - 3 2 FN - 3 2 FN - 2 4 FN - 4 FN - 4 FN - 4 FN - 2 3 FN - 2 5 FN - 1 QT = 2 4 FN - 1 QT = 1 8 FA M I L Y RE S T R O O M 11 0 FN-01 QT = 240 QT = 8 FN - 1 0 FN - 1 0 FN - 8 F N - 8 F N - 8 F N - 8 F N - 8 FN - 2 FN-05 QT = 24 72" DIAM. FN - 1 3 QT = 6 QT = 8 FN -31 FN -31 FN - 2 1 A FN-14 FN - 3 3 FN - 2 9 FN - 1 4 FN - 1 5 FN - 1 4 FN - 1 0 FN - 2 9 FN - 2 9 FN - 2 9 FN - 2 9 FN - 3 3 FN - 3 3 FN - 3 3 FN - 2 9 FN - 6 FN - 3 0 FN - 3 0 FN - 2 8 FN - 2 8 FN - 2 1 QT = 1 9 FN - 2 0 FN - 2 0 FN - 1 9 EL E C T R I C A L 12 3 ME C H 13 8 FN - 1 6 FN - 1 2 F N - 1 2 FN - 2 F N - 2 F N - 2 F N - 2 FN - 1 9 FN - 1 8 FN - 2 4 FN - 2 4 FN - 2 4 F N - 2 4 6' - 8 " FN - 3 3 FN - 2 7 FN -35 FN - 7 FN - 7 FN - 1 0 Co n c r e t e FN - 2 2 FN - 2 2 F N - 2 2 FU R N I T U R E P L A N L E G E N D FU R N I T U R E P L A N G E N E R A L N O T E S NI C MI L L W O R K FU R N I T U R E A N D / O R F U R N I T U R E SY S T E M T A G 1. C O O R D I N A T E E X A C T L O C A T I O N A N D L A Y O U T O F F U R N I T U R E W I T H A D J A C E N T CO N S T R U C T I O N . 2. F U R N I T U R E I N S T A L L E R T O P R O V I D E L A Y O U T O F W O R K S T A T I O N S F O R RE V I E W B Y A R C H I T E C T A N D G E N E R A L C O N T R A C T O R . 3. C O O R D I N A T E L O C A T I O N A N D Q U A N T I T Y O F W O R K S T A T I O N F E E D S W I T H GE N E R A L C O N T R A C T O R . 4. F U R N I T U R E U N D E R S E P E R A T E C O N T R A C T . G C T O C O O R D I N A T E W / S I B TE A M , A R C H I T E C T A N D F U R N I T U R E V E N D O R . 1i 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 2 3 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A15 -01FURNITURE PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1/ 8 " = 1 ' - 0 " 1 FU R N I T U R E P L A N 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATEPERMIT SET 12.06.2018 L M 2.2 3 4DJ EQUIPMENT TOTAL SEATS: 216 FU R N I T U R E P L A N L E G E N D F U R N I T U R E P L A N G E N E R A L N O T E S NI C MI L L W O R K FU R N I T U R E A N D / O R F U R N I T U R E SY S T E M T A G 1. C O O R D I N A T E E X A C T L O C A T I O N A N D L A Y O U T O F F U R N I T U R E W I T H A D J A C E N T CO N S T R U C T I O N . 2. F U R N I T U R E I N S T A L L E R T O P R O V I D E L A Y O U T O F W O R K S T A T IO N S F O R RE V I E W B Y A R C H I T E C T A N D G E N E R A L C O N T R A C T O R . 3. C O O R D I N A T E L O C A T I O N A N D Q U A N T I T Y O F W O R K S T A T I O N F EE D S W I T H GE N E R A L C O N T R A C T O R . 4. F U R N I T U R E U N D E R S E P E R A T E C O N T R A C T . G C T O C O O R D I N AT E W / S I B TE A M , A R C H I T E C T A N D F U R N I T U R E V E N D O R . 1i 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 2 7 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A15 -02FURNITURE PLAN MOVIE NIGHT SET UPCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1/ 8 " = 1 ' - 0 " 1 FU R N I T U R E P L A N M O V I E N I G H T S E T U P 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com BANQUET HALL NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 EQ U I P M E N T P L A N G E N E R A L N O T E S EQ U I P M E N T S C H E D U L E 1. SE E E N L A R G E D R E F L E C T E D C E I L I N G P L A N S A N D E N G I N E E R I N G D O C U M E N T S F O R L O C A T I O N O F C E I L I N G M O U N T E D EQ U I P M E N T . 2. PR O V I D E F . R . P L Y W O O D B A C K I N G A S R E Q U I R E D B E H I N D A L L D I S P L A Y S . G C T O I N S T A L L O W N E R P R O V I D E D D I S P L A Y S . 3. RE V I E W A L L E Q U I P M E N T S P E C I F I C A T I O N S A N D N O T I F Y A R C H IT E C T O F A N Y P O T E N T I A L C O N F L I C T W I T H E X I S T I N G CO N D I T I O N S P R I O R T O I N S T A L L A T I O N . 4. RE F E R T O E N G I N E E R I N G D O C U M E N T S F O R A L L A D D I T I O N A L C OD E R E Q U I R E D O U T L E T S . 5. SE E R E F L E C T E D C E I L I N G P L A N S , L I G H T I N G L E G E N D & E N G I NE E R I N G D O C U M E N T S F O R A L L L I G H T I N G , C I R C U I T I N G AN D S W I T C H I N G L O C A T I O N S . 6. EM P T Y , A B A N D O N E D , A N D U N U S E D O U T L E T & S W I T C H B O X E S SH A L L H A V E B L A N K C O V E R P L A T E S I N S T A L L E D , U N O . 7. PR O V I D E G F I O U T L E T S A T A L L " W E T " A R E A S , A N D A S R E Q U IR E D B Y L O C A L C O D E . 8. BA C K -TO -BA C K O U T L E T S O N O P P O S I N G W A L L S U R F A C E S S H A L L B E S T A GG E R E D A N D A C O U S T I C A L L Y S E A L E D T O RE D U C E N O I S E T R A N S M I S S I O N T H R O U G H T H E P A R T I T I O N . A L L O U T L E T S I N A C O U S T I C A L L Y R A T E D W A L L S S H A L L BE A C O U S T I C A L L Y S E A L E D 9. MA R K F L O O R O U T L E T L O C A T I O N S O N F L O O R S L A B F O R R E V I E W B Y A R C H I T E C T A N D L A N D L O R D P R I O R T O PR O C E E D I N G W I T H C O R I N G O R C U T T I N G O F S L A B . G C T O C OO R D N A T E F L O O R O U T L E T S W I T H F U R N I T U R E LO C A T I O N . 10 . IN D I C A T E D D I M E N S I O N S A R E T O C E N T E R L I N E O F O U T L E T O R C L U S T E R O F O U T L E T S , U N L E S S O T H E R W I S E N O T E D . 11 . . AR C H I T E C T U R A L P O W E R A N D C O M M U N I C A T I O N P L A N S S H O W D E SI G N I N T E N T F O R L O C A T I O N A N D F U N C T I O N O F DE V I C E S . R E F E R T O A V , T E C H N O L O G Y , E L E C T R I C A L A N D M E CH A N I C A L D O C U M E N T S F O R C I R C U I T I N G , SP E C I F I C A T I O N S A N D AD D I T I O N A L I N F O R M A T I O N . 12 . CO O R D I N A T E P O W E R , C O M M U N I C A T I O N S , C O N T R O L S , A U D I O -VI S U A L , S E C U R I T Y A N D O T H E R D E V I C E S W I T H MI L L W O R K A N D W A L L F I N I S H S Y S T E M S . P R O V I D E E X T E N D E D BO X E S T O M E E T F I N I S H E D S U R F A C E S . 13 . G A N G M U L T I P L E S W I T C H E S , D I M M E R S , A N D O U T L E T S I N A M U L T I -GA N G B O X U N D E R A S I N G L E C O V E R P L A T E W H E R E PO S S I B L E . 14 . S W I T C H E S F O R F A N S , P R O J E C T I O N S C R E E N S A N D O T H E R E Q U I P M E N T S H A L L M A T C H L I G H T S W I T C H E S , I N C L U D I N G CO V E R P L A T E S . 15 . R E F E R T O S P E C I F I C A T I O N S A N D E Q U I P M E N T S C H E D U L E FO R C O N T R A C T O R A N D O W N E R P R O V I D E D E Q U I P M E N T A N D AP P L I A N C E S . 16 . C O O R D I N A T E W I T H T H E F U R N I T U R E I N S T A L L E R F O R " C H AL K I N G " O F T H E W O R K S T A T I O N P A N E L S Y S T E M F O R R E V I E W BY A R C H I T E C T . C O O R D I N A T E E X A C T LO C A T I O N S O F W A L L A N D F L O O R F U R N I T U R E F E E D S . V E R I F Y T H A T S U F F I C I E N T PO W E R A N D C O M M U N I C A T I O N F E E D S A R E P R O V I D E D . 17 . C A P E X I S T I N G F L O O R O U T L E T S A N D F U R N I T U R E I N - F E E D S T H A T A R E N O T U S E D . C A P P E D F L O O R O U T L E T S A N D FU R N I T U R E I N - F E E D S S H A L L H A V E B L A N K C O V E R P L A T E S I N ST A L L E D F L U S H T O T H E S L A B A N D T H E F L O O R L E V E L E D AS R E Q U I R E D . M A I N T A I N R A T I N G O F T H E F L O O R S L A B . 18 . S Y S T E M S F U R N I T U R E : A. F U R N I T U R E I N - F E E D S T O B E C O N N E C T E D T O T H E F U R N I T UR E B Y E L E C T R I C A L C O N T R A C T O R . B. P O W E R D E V I C E S F O R S Y S T E M S F U R N I T U R E S H A L L B E S U P PL I E D B Y E L E C T R I C A L C O N T R A C O R . C. P O W E R D E V I C E S F O R S Y S T E M S F U R N I T U R E S H A L L B E I N S TA L L E D B Y E L E C T R I C A L C O N T R A C T O R . 19 D E V I C E C O L O R T O B E B L A C K W H E N P L A C E I N W O O D W A L L S . DE V I C E C O V E R P L A T E T O B E W H I T E I F P L A C E I N W A L L C O V E RI N G O R L I G H T C O L O R W A L L S . AL L D E V I C E S T O B E D E C O R A T I V E T Y P E . 20 . F O R A L L P O W E R / C O M M M O U N T E D I N D E M O U N T A B L E , C O O R D IN A T E W I T H F U R N I T U R E / I N S T A L L E R . 21 . C O N T R A C T O R R E P O N S A B L E F O R A L L E Q U I P M E N T L I S T E D IN A V S P E C I F I C A T I O N S . D E V I C E S M O U N T E D O N W O O D CE I L I N G S S H A L L B E B L A C K , A N D D E V I C E S M O U N T E D O N G Y P C E L I N G S S H A L L B E W H I T E . F G H I J K L M 2. 2 3 4 P A N T R Y EQ 3 EQ 1 EQ 2 RE C E P T I O N 10 0 CO N F E R E N C E RO O M 10 4 CO R R I D O R 12 1 BA N Q U E T HA L L ST O R A G E 11 6 CL A S S R O O M 11 1 CA T E R I N G KI T C H E N 11 2 CL A S S R O O M 10 9 FI T N E S S CE N T E R 10 8 BR E A K R O O M 10 3 BANQUET HALL/MULTIPURPOSE 117 LO U N G E 10 1 ST O R A G E 12 2 EL E C . 11 8 AV . 11 9 ST O R A G E 12 5 ME E T I N G RO O M 10 5 TE L E P H O N E RO O M 10 6 WO R K S T A T I O N S 10 7 LO U N G E 12 8 GA M E LO U N G E 10 2 F SH E L V I N G 10 2 E PA N T R Y 10 2 B LO U N G E 10 2 C LO U N G E 10 2 A JA N I T O R 11 4 TR A S H 11 3 ST O R . 12 0 WO M E N S 12 6 ME N S 12 7 EL E C T R I C A L 12 3 FA M I L Y RE S T R O O M 11 0 RE C E P T I O N CO R R I D O R 10 2 EQ - 8 EQ 5 EQ 6 FE C EQ -20 EQ -20 EQ -20 EQ - 1 2 RE F E R T O F S - SH E E T S F O R K I T C H E N E Q U I P M E N T EQ 4 E Q E Q EQ - 7 B EQ - 7 A EQ - 1 4 EQ - 1 4 CE I L I N G M O U N T E D C A M E R A S 1 2 ' - 5 " 3' - 0 " 1 3 ' - 3 " EQ.EQ. RE I N F O R C E W A L L A S R E Q U I R E D E Q E Q EQ EQ SE E F U R N 5' - 5 " 2 0 ' - 0 " EQ - 2 7 EQ - 9 B EQ - 9 A EQ - 9 B Co n c r e t e 12'-0"EQ EQ15'-0"15'-0"22'-6" EQ - 9 A EQ - 9 A EQ - 9 A EQ - 9 A EQ - 9 A EQ - 9 A FU R N I I T U R E N O T S H O W N F O R CL A R I T Y , R E F E R T O F U R N I T U R E PL A N A 1 5 -01 EQ - 1 3 FLOOR BOX 16" X 12" REFER TO AV SPECS FLOOR BOX 16" X 12" REFER TO AV SPECS T -COIL LOOP SYSTEM HEARING AID UNDER CARPET FLOORT-COIL LOOP SYSTEM HEARING AID UNDER CARPET FLOOR ME C H 13 8 CA M E R A @ 1 0 ' A F F FL O O R BO X RE F E R T O AV S P E C S EQ - 1 7 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 2 / 2 0 1 8 4 : 5 1 : 3 1 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A16 -01EQUIPMENT PLANCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 8 " = 1 ' - 0 " 1 EQ U I P M E N T P L A N EQ - 1 8 1 0 7 L A R G E P R I N T E R ( 4 7 " H , 6 5 " W , 4 6 " D ) T B D T B D O W N E R T O P R O V I D E EQ 9 A 1 0 6 C O M P U T E R A N D K E Y B O A R D T B D T B D G C T O P R O V I D E EQ 8 1 0 5 O F F I C E T V - 5 5 " T B D T B D G C T O P R O V I D E EQ 6 1 0 4 O F F I C E T V - 6 5 " T B D T B D G C T O P R O V I D E EQ 5 1 0 3 O F F I C E T V - 4 9 " T B D T B D G C T O P R O V I D E EQ 4 1 0 3 M I C R O W A V E D R A W E R B O S H H M D 8 4 5 I U C G C T O P R O V I D E EQ 3 1 0 3 U N D E R C O U N T E R R E F R I G E R A T O R S U M M I T S P 6 D S 2 D O S 7 A D A GC T O P R O V D E EQ 2 1 0 3 I C E M A K E R S U M M I T B I M 4 4 G A D A G C T O P R O V I D E EQ 1 1 0 3 D I S H W A S H E R B O S H S G X 6 8 U 5 5 U C G C T O P R O V I D E TA G RO O M NU M B E R DE S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQ U I P M E N T S C H E D U L E _ O F F I C E EQ 2 6 1 0 8 1 0 " W A L L M O U N T E D I P A D GC TO PROVIDE EQ 2 5 1 0 8 8 " R O U N D S P E A K E R S GC TO PROVIDE EQ 1 2 1 0 8 P R O J E C T O R S C R E E N GC TO PROVDE EQ 1 1 1 0 8 P R O J E C T O R L I F T GC TO PROVIDE EQ 1 0 1 0 8 P R O J E C T O R 7 0 0 0 L U M E N S GC TO PROVIDE TA G RO O M NU M B E R DESCRIPTION M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQUIPMENT SCHEDULE_ FITNESS CENTER EQ 2 5 1 0 9 C E I L I N G M O U N T E D S P E A K E R S 8 " GC T O P R O V I D E EQ 1 3 1 0 9 C L A S S R O O M T V - 9 8 " GC T O P R O V I D E TA G RO O M NU M B E R DE S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQ U I P M E N T S C H E D U L E _ C L A S S O O M L A R G E EQ - 1 7 1 1 2 K I T C H E N T V - 4 3 " GC TO PROVIDE EQ - 2 5 1 1 1 C E I L I N G M O U N T E D S P E A K E R 8 " GC TO PROVIDE EQ - 1 6 1 1 2 C E I L I N G M O U N T E D C A M E R A GC TO PROVIDE (2) EQ - 1 5 1 1 1 A R T I C U L A T I N G M O U N T GC TO PROVIDE (2) EQ 1 4 1 1 1 C L A S S R O O M T V - 6 5 " GC TO PROVIDE (2) TA G RO O M NU M B E R DESCRIPTION M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQUIPMENT SCHEDULE_CLASSOOM AND KITCHEN EQ - 2 7 1 0 0 U N D E R C O U N T E R P R I N T E R OW N E R T O P R O V I D E EQ - 9 B 1 0 0 D E S K T O P , M O N I T O R , K E Y B O A R D OW N E R T O P R O V I D E EQ 7 B 1 0 0 T V - 5 5 " EQ 7 A 1 0 0 T V - 5 5 " GC T O P R O V I D E TA G RO O M NU M B E R DE S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQ U I P M E N T S C H E D U L E _ R E C E P T I O N NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 NO T E : E Q U I P M E N T S H O W N O N A 4 2 - 0 1 . F O R F O O D S E R V I C E E QUIPMENT IN KIOSK REFER TO FOOD SERVICE DRAWINGS AN D SPECS. EQ - 1 9 1 3 0 P O S A P P R O V E D B Y T H E S I B T B D T B D C G T O P R O V I D E EQ 9 C 1 3 1 C O M P U T E R A N D K E Y B O A R D T B D T B D G C T O P R O V I D E TA G RO O M NU M B E R DESCRIPTION M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQUIPMENT SCHEDULE_KIOSK F G NE W C M U W A L L S RE F E R T O S T R U C T U R A L D R A W I N G S 4/A20 -0037'-7" 5' - 4 " PF - 0 7 12 1 D A4 1 D3 1 D3 1 A41 A41 A41 2 ' - 1 1 " G EXISTING CMU WALL NE W D O O R NE W W A L L F G RE M O V E E X I S T I N G C M U W A L L EXISTING TO REMAIN CMU WALL 37'-7" 5' - 4 " 2/A20 -00 G EXISTING CMU WALL RE M O V E I N D I C A T E D A R E A O F EX I S T I N G C M U W A L L 5' - 4 " V . I . F 8 ' - 6 " 1. 2 8/ A 2 0 -00 RE M O V E I N D I C A T E D A R E A OF E X I S T I N G C M U W A L L IN C L U D I N G E X I S T I N G CA S E M E N T W I N D O W 1. 2 7/ A 2 0 -00 9' - 8 " AW - 0 1 NE W S T O R E F R O N T A N D D O O R 9 ' - 0 " VI F 2' - 0 " 3' - 0 " NE W S T O R E F R O N T AN D D O O R EX I S T I N G C M U W A L L EX I S T I N G D O O R T O RE M A I N 1 4 ' - 4 1 / 2 " 1. 2 9' - 8 " EX I S T I N G D O O R T O R E M A I N RE M O V E I N D I C A T E D A R E A OF E X I S T I N G C M U W A L L , PR E P A R E T O R E C E I V E NE W S T O R E F R O N T EX I S T I N G C M U W A L L EW - 0 1 : SY S T E M T Y P E : FR A M E : FR A M E F I N I S H : GL A Z I N G : ST O R E F R O N T AL U M I N U M MA T C H E X I S T I N G ( C L E A R A N O D I Z E D ) IM P A C T G L A S S , M A T C H E X I S I T I N G NO T E : G C T O V E R I F Y R O U G H O P E N I N G P R I O R T O F A B R I C A T I ON O F S T O R E F R O N T 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 3 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A20 -00EXTERIOR DOOR ENLARGED DEMO,PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 4 " = 1 ' - 0 " 3 PA R T I A L F L O O R P L A N 1/ 4 " = 1 ' - 0 " 4 PA R T I A L E L E V A T I O N - N E W C O N S T R U C T I O N 1/ 4 " = 1 ' - 0 " 1 PA R T I A L D E M O L I T I O N P L A N 1/ 4 " = 1 ' - 0 " 2 EL E V A T I O N - D E M O 1/ 4 " = 1 ' - 0 " 5 KI O S K P A R T I A L D E M O L I T I O N P L A N 1/ 4 " = 1 ' - 0 " 6 KI O S K P A R T I A L F L O O R P L A N 1/ 4 " = 1 ' - 0 " 7 EW - 0 1 ( K I O S K ) N E W C O N S T R U C T I O N 1/ 4 " = 1 ' - 0 " 8 KI O S K E L E V A T I O N D E M O NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 4 A2 1 - 0 1 2 A2 1 - 0 1 LO U N G E GA M E L O U N G E BA N Q U E T T E LO U N G E 2 LO U N G E BANQUET HALL/ MULTIPURPOSE 2 A5 1 - 0 1 14'-0" 1 1 ' - 0 " 1 4 ' - 0 " 13' - 4"11'-0" 1 A2 1 - 0 1 BA N Q U E T H A L L / M U L T I P U R P O S E WD T -1 M E C H O S H A D E S Y S T E M S WD T -1 M E C H O S H A D E S Y S T E M S WD T -1 M E C H O S H A D E S Y S T E M S 1 1 ' - 0 " 1 A2 1 - 0 1 RE C E P T I O N LO U N G E 1 1 ' - 0 " 1 4 ' - 0 " CH A S E I N T E R I O R 1 1 ' - 0 " CO R R I D O R WO M E N S FI T N E S S C E N T E R LOUNGE11'-0"14'-0"9'-6" 1 4 ' - 4 " 2 A2 1 - 0 1 PL - 6 P- 3 P- 3 NE W D O O R P L -6 A N D FR A M E P A I N T E D P -3 P- 3 P- 3 PL - 6 9 ' - 2 " 7 ' - 0 " WC - 2 PL - 6 P- 3 P- 3 P- 3 PL - 6 PL - 6 P- 3 1/ 4 " T E M P R E D M I R R O R FU L L Y A D H E A R D T O 3 / 4 " F I R E RA T E D P L Y W O O D P A N E L SH O P F A B R I C A T E D 1/ 6 " P O L I S H E D B E V E L E D ED G E S P- 3 P- 3 FO R M U L A F O R WE T A R E A S , W I T H LE V E L 5 G Y P 2 A2 1 - 0 1 PL - 1 PL - 1 PL - 1 PL - 1 PL - 1 PL - 1 PL - 1 PL - 1 PL - 1 P- 3 P- 3 PL - 1 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 4 3 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A21 -01OVERALL INTERIOR SECTIONS AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 8 " = 1 ' - 0 " 1 LO N G I T U D I N A L S E C T I O N 1/ 8 " = 1 ' - 0 " 3 SE C T I O N B A N Q U E T H A L L 1/ 8 " = 1 ' - 0 " 4 SE C T I O N L O B B Y A N D L O U N G E 1/ 8 " = 1 ' - 0 " 2 SE C T I O N F I T N E S S R O O M 1/ 8 " = 1 ' - 0 " 5 NO R T H E L E V A T I O N - B A C K H A L L W A Y 1/ 8 " = 1 ' - 0 " 6 SO U T H E L E V A T I O N - B A C K H A L L W A Y NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 U R E F U R E F S F 1 - 1 2 K 1. 2 20 3 S F KI O S K OF F I C E 13 1 301 SFKIOSK130STORAGE CABINETS A42 -023 A42 -02 1 13 0 B 130A 2' - 0 " 1 1 ' - 8 " 5' - 0 " 6"5'-0"11" 1 3 ' - 7 " 1 A5 0 - 2 0 2 A5 0 - 2 0 A5 0 -20 4 A5 0 -20 5 M.O.9'-8" 12 ' - 0 " A4 1 2 A50-21 A4 2 -01 5 3 4 6 2'-0"EQ.EQ.EQ 1 A5 0 - 2 1 2 4V.I.F.6'-8" 6' - 6 " EX I S T I N G C M U W A L L T O BE P A I N T E D EX I S T I N G D O O R TO R E M A I N A N D RE P A I N T E D EX P R E S S O MA K E R SI N K RE F R I G E R A T O R IC E MA K E R 3 ' - 8 " FU R N I T U R E B Y O T H E R S ( N . I . C . ) FO R K I O S K E Q U I P M E N T , R E F E R T O I N M A N ' S FO O D S E R V I C E D R A W I N G S , S H E E T S F S 1 0 -01 TH R U F S 1 0 -04 PL Y W O O D F I N S SE E E L E V . 3 ' - 2 " EX I S T I N G D O O R TO R E M A I N A N D RE P A I N T E D EXISTING EXTERIOR CORRIDOR GL A S S DI S P L A Y BO X 2'-1"4'-7 1/2" E- 1 3 1 A E- 1 3 1 B 7/A20-00 TILE OVER CMU WALL -REFER TO FINISH SCHEDULE E Q - 9 C E Q - 9 C AW-01 OPEN MULTIPLE MULTIPLE CONC -1A20-005 A20-006 8/A20-00 PROVIDE BELL NOTIFICATION SYSTEM EQ - 19 1. 2 KI O S K 13 0 KI O S K OF F I C E 13 1 AF F 9'-0" AC T -2 F1 0 F1 0 F1 0 F1 0 CE I L I N G O P E N E D T O A B O V E , PA I N T E V E R Y T H I N G E X P O S E D I N C E I L I N G MA T T E W H I T E . SE E F I N I S H S C H E D U L E F- 1 8 F- 1 8 F- 1 8 F-19 F- 1 9 AF F 14 ' -5" RE U S E G R I D L A Y O U T EQ EQ (T Y P ) 3 ' - 9 " 2'-2"COORD. W/ ELECTRICAL CO O R D . W / E L E C T R I C A L FU R N I T U R E , SE E F U R N . PA C K A G E FU R N I T U R E , SE E F U R N . PA C K A G E FU R N I T U R E , SE E F U R N . PA C K A G E P- 4 EQ - 9 C EQ - 9 C 9 ' - 0 " PA I N T E D C M U RE F E R T O FU R N I T U R E PA C K A G E P- 4 EX I S T I N G D O O R T O R E M A I N EQ . EQ . EQ . EQ . 9 ' - 0 " PA I N T E D CM U EQ . VI F 14 ' - 9 " MI L L W O R K C A B I N E T W / AD J U S T A B L E S H E L V E S PL -1, 6 " E D G E P U L L S TY P , L O C K A B L E P- 4 1 A5 0 - 0 2 SI M PL - 1 EQ EQ EQ EQ EQ 9 ' - 0 " PA I N T E D CM U PA I N T E D CM U FU R N I T U R E BY O T H E R S P- 4 EX I S T I N G D O O R T O R E M A I N P- 4 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 2 / 2 0 1 8 4 : 4 6 : 4 3 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A42 -01ENLARGED KIOSK FLOOR PLAN AND RCPCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/ 8 " = 1 ' - 0 " 1 KI O S K & O F F I C E P L A N 3/ 8 " = 1 ' - 0 " 2 KI O S K & O F F I C E - R E F L E C T E D C E I L I N G PL A N 3/ 8 " = 1 ' - 0 " 3 OF F I C E E A S T E L E V A T I O N 3/ 8 " = 1 ' - 0 " 4 OF F I C E N O R T H E L E V A T I O N 3/ 8 " = 1 ' - 0 " 5 OF F I C E W E S T E L E V A T I O N 3/ 8 " = 1 ' - 0 " 6 OF F I C E S O U T H E L E V A T I O N NO.ISSUE DATEPERMIT SET 12.06.2018 NO T E : E Q U I P M E N T S H O W N O N A 4 2 - 0 1 . F O R F O O D S E R V I C E E Q U I P M E N T I N K I O S K R E F E R T O F O O D S E R V I C E D R A W I N G S A N D S P E C S . EQ - 1 9 1 3 0 P O S A P P R O V E D B Y T H E S I B TB D TB D C G T O P R O V I D E EQ 9 C 1 3 1 C O M P U T E R A N D K E Y B O A R D TB D TB D G C T O P R O V I D E TA G RO O M NU M B E R DE S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQ U I P M E N T S C H E D U L E _ K I O S K 14'-5" 18 ' - 9 " V . I . F . TILE OVER EXISTING CMU WALL, PREPARE CMU AS REQ. TO RECEIVE TILE 2 A5 0 - 2 1 2 ' - 8 " 1 ' - 4 " 1 ' - 4 " 1 ' - 4 " 1 4 ' - 5 " 2'-10"TO UNDER SIDE OF BEAM 9'-6" V.I.F.PLYWOOD FINSA50-211 A50-202PAINT ALL MECHANICAL UNITS PT - 5 5' - 0 " 6" 5' - 0 " WA L L M O U N T E D FA S T E N E R S , A L I G N W I T H TI L E G R O U T L I N E S PT -5 LEGEND RANDOM PATTERN, GRADUALLY CHANGING FROM DARK TO LIGHT AS IT REACHES THE TOP OF THE CEILING COLOR: R15 COLOR: R56COLOR: R73COLOR: R93 tT I L E P A T T E R N T O B E R E V I E W E D I N T I L E S H O P D R A W I N G P- 4 14'-5" V. I . F . 18 ' - 9 " LI G H T G A U G E S T A I N L E S S ST E E L P A N E L EXISTING EXPOSED CMU WALL TO REMAIN 9'-0" AL I G N EQ.EQ.EQ. LI G H T F I X T U R E , RE F E R T O EL E C T R I C A L DR A W I N G S LOCKABLE MILLWORK CABINET WITH ADJUSTABLE SHELVES, 6" EDGE PULLS, MOCKETT OR APPROVED EQUALEXPOSED PAINTED CEILING P-4 PL-1 SS - 2 PL - 2 6'-2"2'-10" 3/ 4 " B E V E L E D ED G E S CO N T R A C T O R TO P R O V I D E MI L L W O R K SH O P DR A W I N G S AN D P R O D U C E A M O C K U P F O R AR C H I T E C T T O RE V I E W . 1 A5 0 - 2 1 PL Y W O O D F I N S , P -4 B E Y O N D PA I N T M A T T E W H I T E T O M A T C H OP E N C E I L I N G , S E E F I N I S H SC H E D U L E 2 ' - 1 0 " 4 ' - 5 " 9 " 6 " 1 ' - 0 " 6 " 1 ' - 0 " EX I S T I N G B E A M E X I S T I N G B E A M 2 ' - 1 " V I F 1 2 ' - 4 " V I F 1 4 ' - 5 " PA I N T A L L M E C H A N I C A L U N I T S WO O D F I N S IN S T A L L E D OV E R D O O R EA S E D E D G E S , S A N D E D SM O O T H , M A T T E , Z E R O V O C CL E A R P O L Y U R A T H A N E PL Y W O O D F I N S CO N T R A C T O R TO CO O R D I N A T E DO O R HA R D W A R E WI T H W O O D FI N S A N D PR O V I D E SH O P DR A W I N G S FO R AR C H I T E C T TO R E V I E W SU N N Y I S L E S C I T Y S L O G A N N E O N S I G N , SU S P E N D E D F R O M S T R U C T U R E A B O V E Th e C i t y o f S u n a n d S e a P- 4 PA I N T A L L M E C H A N I C A L UN I T S , T Y P LI G H T F I X T U R E A S SC H E D U L E D 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 2 / 2 0 1 8 4 : 4 6 : 4 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A42 -02ENLARGED KIOSK ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 2 " = 1 ' - 0 " 1 KI O S K - S O U T H E L E V A T I O N 1/ 2 " = 1 ' - 0 " 3 KI O S K - N O R T H E L E V A T I O N 1/ 2 " = 1 ' - 0 " 2 KI O S K - B A C K E L E V A T I O N 1/ 2 " = 1 ' - 0 " 4 KI O S K E A S T E L E V A T I O N NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 DN G H 1 1. 2 2 25 ' - 1 0 " 13 6 A NE W S T R U C T U R A L C O N C R E T E SL A B , R E F E R T O S T R U C T U R A L DR A W I N G S F O R F O U N D A T I O N & GR O U N D F L O O R F R A M I N G 8" C M U W A L L , S T U C C O F I N I S H O N EX T E R I O R . P A T C H , M A T C H E X I S T I N G PA I N T E D N E W 8 " C M U W A L L RE F E R T O S T R U C T U A L D R A W I N G S 7' - 0 " 3 ' - 8 " FE C MA T C H E X I S T I N G C O R R I D O R D O O R S PA T C H A N D M A T C H E X I S T I N G W A L L , F L O O R & C E I L I N G F I N I SH E S EX I S T I N G C O R R I D O R 6 1 ' - 5 " 1' - 0 " 3 ' - 8 " 7' - 0 " 13 6 B PA T C H A N D M A T C H E X I S T I N G C O R R I D O R F L O O R F I N I S H E S 8" C M U W A L L , S T U C C O F I N I S H O N EX T E R I O R . P A T C H , M A T C H E X I S T I N G 3 A4 2 - 0 4 FE C NO T E : F E C I S A S T A N D A R D W A L L MO U N T E D F I R E E X T I N G U S H E R 15 7 8 S F ST O R A G E 13 6 EL E V . -1' -6" F I E L D V E R I F Y 1 8 ' - 0 " S L O P E 1 : 1 2 EL E V . 0 ' -0" R A M P D O W N M I N 5 ' - 0 " 3' - 6 " FI N . E L E V . 0 ' -0" EL E V . -1' -6" , G C T O V E R I F Y F I N . F L O O R E L E V A T I O N S RA I L I N G RA I L I N G HA N D R A I L 1 / A 4 2 - 0 4 NE W C E I L I N G T O M A T C H E X I S T I N G CO R R I D O R E L E L V A T I O N A N D F I N I S H OP E N P -4 - - CO N C -1 2 / A 4 2 - 0 4 ME C H A N I C A L U N I T 1 ' - 0 " 1 ' - 0 " G H 1 1. 2 2 7' -8" A F F PA T C H A N D M A T C H E X I S T I N G C O R R I D O R C E I L I N G T Y P E F I N I SH E S PA T C H A N D M A T C H E X I S T I N G C E I L I N G F I N I S H E S 3 A4 2 - 0 4 NE W C E I L I N G EX I S T I N G C E I L I N G EX I S I T I N G E X P O S E D C E I L I N G RE F E R T O E L E T R I C A L D R A W I N G S FO R L I G H T F I X T U R E L A Y O U T ST O R A G E 13 6 8' - 6 " G H 1 1. 2 2 EXISTING CORRIDOR7'-0"7'-0"REMOVE EXISTING PORTION OF CMU WALL AND PREPARE TO RECEIVE NEW DOOR DEMOLITION SCOPE: REMOVE PORTION OF EXISTING CMU WALL. REFER TO STRUCTURAL DRAWINGS FOR NEW HEADER & SILL REINFORCING OF CMU WALLS. PREPARE TO RECIEVE NEW DOOR 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 4 9 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A42 -03ENLARGED STORAGE ROOM PLAN AND RCPCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 4 " = 1 ' - 0 " 1 EN L A R G E D S T O R A G E F L O O R P L A N 1/ 4 " = 1 ' - 0 " 4 EN L A R G E D S T O R A G E R C P 1/ 4 " = 1 ' - 0 " 3 EN L A R G E D S T O R A G E D E M O P L A N NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 J LA U N D R Y 13 5 EQ - 8 EX I S T I N G JA N I T O R S I N K J LA U N D R Y 13 5 8'-0" A F F EX I S T I N G E X P O S E D C E I L I N G T. O GROUND LEVEL 0" G H T.O 2nd SECONDARY CONT.TOP 15'-4" 5 ' - 0 " V I F 7 ' - 8 " 9'-6"6'-10" EX I S T I N G R A M P A B O V E NE W 8 " C M U W A L L R E F E R T O ST R U C T U A L D R A W I N G S ST O R A G E 136EXTERIOR LOUVER,REFER TO MECHANICAL NEW DOOR BEYOND RAMP T. O GROUND LEVEL 0" 1 1. 2 3 A4 2 - 0 4 ROAD -1'-6"STORAGE 136 EX T E R I O R NE W R A M P S L O P E 1 : 1 2 P-4 3 6 " NE W R A M P H A N D R A I L 4 A4 2 - 0 4 MI N 12 " MI N 12 " EX I S T I N G C M U W A L L MO U N T I N G B R A C K E T : 1 / 2 " : D I A . ST E E L R O D , M A X . 4 8 " O . C . C L C L MI N 1 1 / 2 " M I N 1 1 / 2 " T. O GROUND LEVEL 0"1 1.2 3 A4 2 - 0 4 ROAD -1'-6"EXTERIOR ST O R A G E 13 6 P- 4 EX I S T I N G B E A M B E Y O N D NE W C O N C R E T E F L O O R NE W R A M P S L O P E 1 : 1 2 1/ 2 " 1'-0" A4 2 - 0 4 5 T. O G R O U N D L E V E L 0" 1- 1 / 2 " x 1 " T U B E S T E E L G U A R D R A I L 1- 1 / 2 " O . D . S T E E L H A N D R A I L 1- 1 / 2 " x 1 " T U B E S T E E L P O S T , C O R E D R I L L A N D SE T I N T O C O N C R E T E I N N O N - S H R I N K G R O U T 4" D I A M E T E R O B J E C T T O B E RE J E C T E D B Y R A I L S NE W C O N C R E T E F L O O R A N D R A M P R E F E R T O ST R U C T U R A L D R A W I N G S 1/ 2 " O . D . S T E E L B A R S ( T Y P ) 1' - 0 " 3 ' - 0 " 3 ' - 6 " 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 0 : 5 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A42 -04ENLARGED LAUNDRY ROOM AND STORAGE ROOM ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 4 " = 1 ' - 0 " 6 EN L A R G E D L A U N D R Y F L O O R P L A N 1/ 4 " = 1 ' - 0 " 7 EN L A R G E D L A U N D R Y R C P 1/ 4 " = 1 ' - 0 " 3 ST O R A G E S E C T I O N PF 3 1 W A S H E R D R Y E R S T A C K A B L E N E W T B D TB D TA G D E S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R TYPE COMMENTS LA U N D R Y E Q U I P M E N T 1/ 4 " = 1 ' - 0 " 1 ST O R A G E E A S T E L E V A T I O N 6" = 1 ' - 0 " 4 HA N D R A I L D E T A I L 1 1/ 4 " = 1 ' - 0 " 2 ST O R A G E W E S T E L E V A T I O N 1/ 2 " = 1 ' - 0 " 5 ST O R A G E R A I L I N G D E T A I L NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 A43 -015 6 34MAX18"C L HD-3AHD-3B PF-3B PF-1HD-01A HD-04 HD-06BHD-05 72 SFFAMILYRESTROOM110 HD-02PT-2 PF-03APF-06 FLOOR SPACE 60" CLR FLOOR SPACE 30" CLRHD-9C56"48"PF-08HD-08HD-10B PF -11CL3'-0"8"HD-04 HD-01AHD-3B HD-05 PF-3BPF-06 HD-3A EQ EQ MIN 15"C L EQ EQPT-3EQFULL TILES EQ PF-03AEQFULL TILES EQHD-10B PT - 3 HD - 0 2 4 8 " EQ FU L L T I L E S EQ E Q F U L L T I L E S E Q HD-06B PF-1PT-3 MAX 40"FULL TILES EQ EQ EQ EQPF-08 EQFULL TILESEQ HD-08 F -9 L E D L I G H T BE H I N D 6 " 2 ' - 4 " HD - 3 A PF - 0 6 PF - 3 B HD - 3 B HD - 0 1 A PF - 1 C L C L M A X 4 0 " 1' - 6 " M A X 3 4 " 1' - 8 " 1' - 6 " PF - 0 8 HD - 9 C PT - 3 EQ FU L L T I L E S EQ HD - 3 B 1 A4 3 - 0 4 SI M 5 ' - 0 " PF - 0 3 A HD - 0 8 E Q F U L L T I L E S E Q SC H L U T E R RE M A CO N C E A L L E D AC C E S S PA N E L O N TI L E M O D U L E , TY P . AF F 9'-2" GY P B D 3 ' - 0 " 1 ' - 6 " 5' - 0 " FA M I L Y RE S T R O O M 11 0 F1 0 F1 0 AI R S U P P L Y , S E E M E C H D W G S PR O V I D E C O N C E A L E D A C C E S S T O TR A N S F O R M E R F O R F -8 L I G H T FI X T U R E , S E E A 4 3 -04 F 8 5 A4 3 - 0 4 LI N E A R E X T R A C T O R , S E E M E C H D W G S 5 A4 3 - 0 4 HD - 3 A 36 " 7" - 9 " HD - 1 TO I L E T T I S S U E HO L D E R HD - 3 B 42 " HD - 3 C 18 " HD - 5 FL I P D O W N B A B Y CH A N G I N G U N I T S U R F A C E HD - 6 A CO M B O P A P E R T O W E L / W A S T E D I S P O S A L SE E I N T E R I O R E L E V A T I O N S F O R L E N G T H HD - 2 TO W E L & RO B E H O O K 4 8 " M A X T O O P E R A T I O N 3 5 " T O 3 6 " RE A C H R A N G E ( R R ) T O O P E R A T I O N RR : 4 8 " A F F W H E R E < 2 0 " C O U N T E R D E P T H RR : 4 4 " A F F W H E R E 2 0 " - 2 5 " C O U N T E R D E P T H RR : 2 4 " - 4 4 " A F F W H E R E N O C O U N T E R T O P GR A B B A R LE N G T H S A R E T O . MO U N T I N G HE I G H T S A R E FL O O R F I N I S H TO T O P O F GR A B B A R , UN O . C L C L TO E C L E A R A N C E 6" M A X KNEE CLEARANCE10"8"11"27" 1 0 " CL R F L R S P A C E W H E R E R E Q U I R E D 1 5 " M I N 1 5 " M I N 4 ' - 0 " M A X TO I L E T A C C E S S O R I E S L E G E N D & M O U N T I N G H E I G H T S HD - 7 HA N D D R Y E R HD - 8 SO A P D I S P E N S E R 4 8 " 1 7 " T O 1 9 " A F F . HD - 3 D X GR A B B A R S 48 " BL O C K I N G A S RE Q U I R E D BL O C K I N G AS RE Q U I R E D BL O C K I N G AS RE Q U I R E D BL O C K I N G AS RE Q U I R E D BL O C K I N G AS RE Q U I R E D BL O C K I N G A S RE Q U I R E D BL O C K I N G A S RE Q U I R E D SEE ELEVATIONVARIES BY LOCATION SEE ELEVATION VARIES BY LOCATION 40" MAX RE S T R O O M 24 " M I N 42 " M A X 34" MAX ON SINKS M A X 1 ' - 5 " 1 ' - 7 " H C T Y P . M I N . 2 ' - 4 " M A X . 2 ' - 1 0 " LA V A T O R Y 2' - 3 " 1 7 " M A X 1 1 ' M I N SU R F A C E M T D T O I L E T SE A T C O V E R D I S P HD - 4 4 ' - 0 " M A X . HD - 6 B 4 ' - 0 " M A X . HD-10A HD-10BMIRROR 3 4 " 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 0 2 : 5 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A43 -01ENRLARGED UNISEX RESTROOMS FLOOR PLANS AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/8" = 1'-0"1ENLARGED FLOOR PLAN FAMILY RESTROOM3/8" = 1'-0"5 FAMILY RESTROOM NORTH ELEVATION 3/ 8 " = 1 ' - 0 " 4 FA M I L Y R E S T R O O M E A S T E L E V A T I O N 3/8" = 1'-0"3 FAMILY RESTROOM SOUTH ELEVATION 3/ 8 " = 1 ' - 0 " 6 FA M I L Y R E S T R O O M W E S T E L E V A T I O N 3/ 8 " = 1 ' - 0 " 2 EN L A R G E D R C P F A M I L Y R E S T R O O M PF - 1 1 5 " X 5 " F L O O R D R A I N W I T H T I L E I N S E R T I N F I N I T Y D RA I N T D B 1 5 S E R I E S PF - 1 0 W O M E N S L A V A T O R Y L A C A V A C U S T O M S O L I D S U R F A C E S I N K TR O U G H S I N K , K U B I S T A S T Y L E , 3 S I N G L E F A U C E T H O L E S PF - 0 9 M E N S L A V A T O R Y L A C A V A C U S T O M S O L I D S U R F A C E S I N K T R OU G H S I N K , K U B I S T A S T Y L E , 3 S I N G L E F A U C E T H O L E S PF - 0 8 A D A L A V A T O R Y L A C A V A 50 6 2 A W H I T E , 1 F A U C E T H O L E , 1 S O A P H O L E PF - 0 7 D R I N K I N G F O U N T A I N E L K A Y L R P B M V 2 8 K PF - 0 6 E C O P O W E R H I G H E F F I C I E N C Y T O I L E T F L U S H V A L V E T O TO U S A I N C . T E T 2 L A S T A I N L E S S S T E E L PF - 0 5 E C O P O W E R H I G H E F F I C I E N C Y T O I L E T F L U S H V A L V E T O TO U S A I N C . T E U 2 L A S T A I N L E S S S T E E L PF - 0 4 H I G H E F F I C I E N C Y U R I N A L 0 . 5 G P F - A D A T O T O U S A I NC . U T 1 0 4 E V 0 1 C O T T O N PF - 0 3 B T O I L E T S E A T C O V E R T O T O U S A I N C . S C 1 3 4 C O T T O N 1 8 - 3/ 8 " X 1 4 - 1 / 2 " PF - 0 3 A F L U S H O M E T E R T O I L E T 1 . 2 8 G P F - A D A T O T O U S A I N C . C T 7 0 8 E V G 0 1 C O T T O N W / C E F I O N T E C T G L A Z E PF - 0 2 T O I L E T P A R T I T I O N S C O R I A N P R I V A C Y P L U S C E I L I N G M OU N T E D P R O V I D E S T R U C T U R E T O S T R U C T U R E A B O V E A S R E Q . PF - 0 1 F A U C E T TO T O TE L 3 L C I O P O L I S H E D C H R O M E , 4 - 1 5 / 1 6 " S P O U T P R O J E C T I O N , 6 5 / 8 " H TA G D E S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R TY P E C O M M E N T S RE S T R O O M P L U M B I N G F I X T U R E S HD - 1 0 B R E C E S S E D S A N I T A R Y N A P K I N D I S P O S A L B O B R I C K B - 3 5 1 3 S A T I N S T A I N L E S S S T E E L HD - 1 0 A S U R F A C E M O U N T E D S A N I T A R Y N A P K I N D I S P O S A L B O B R I CK B - 3 5 1 3 9 S A T I N S T A I N L E S S S T E E L HD - 9 C A D A M I R R O R B Y M I L L W O R K E R 1' - 8 " W X 5 ' - 0 " H HD - 9 B M I R R O R W O M E N S B Y M I L L W O R K E R 9' - 6 " W X 9 ' - 6 " H HD - 9 A M I R R O R M E N S B Y M I L L W O R K E R 6' - 0 " W X 5 ' - 0 " H HD - 0 8 S O A P D I S P E N S E R W A L L M O U N T E D K O H L E R P U R I S T I N S A T IN N I C K E L HD - 0 7 H A N D D R Y E R D Y S O N A I R B L A D E V A B 1 2 , 3 0 1 8 2 9 . 0 1 W H I T E HD - 0 6 B A D A P A P E R T O W E L / W A S T E D I S P O S A L B O B R I C K B - 3 6 9 0 3 S AT I N S T A I N L E S S S T E E L HD - 0 6 A P A P E R T O W E L / W A S T E D I S P O S A L B O B R I C K B - 3 8 0 3 S A T I N ST A I N L E S S S T E E L HD - 0 5 B A B Y C H A N G I N G S T A T I O N B O B R I C K K B - 1 1 0 - S S R E S A T I N S TA I N L E S S S T E E L HD - 0 4 T O I L E T S E A T C O V E R D I S P E N S E R B O B R I C K B - 4 2 2 1 S A T I N ST A I N L E S S S T E E L HD - 0 3 B A D A H A N D R A I L 4 2 " L B O B R I C K B - 5 8 0 6 X 4 2 S A T I N S T A IN L E S S S T E E L HD - 0 3 A A D A H A N D R A I L 3 6 " L B O B R I C K B - 5 8 0 6 X 3 6 S A T I N S T A IN L E S S S T E E L HD - 0 2 P U R S E H O O K B O B R I C K B - 6 7 0 7 S A T I N S T A I N L E S S S T E E L HD - 0 1 B T O I L E T T I S S U E D I S P E N S E R B O B R I C K B - 6 9 9 9 7 S A T I N S T AI N L E S S S T E E L HD - 0 1 A A D A T O I L E T T I S S U E D I S P E N S E R B O B R I C K B - 6 9 9 7 S A T I N S T A I N L E S S S T E E L TA G D E S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R TY P E C O M M E N T S TO I L E T A C C E S S O R I E S NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 A43 -02 63 4 7 287 SFMENS127 81"PF-04 PF-1 PF-1 PF - 3 A PF-1PF-09 LA CAVA SINKHD-06A HD-07 7' - 6 " 11' - 8"HD-09A5' - 2" 5' - 10"11' - 0"26' - 4"TYP2'-10"TYP2'-6"TYPEQ TYPEQ PF-05 HD - 0 1 B HD - 0 4 A4 3 - 0 2 5 TY P . T L T TYP. UR HD - 0 2 PF - 0 6 PF - 3 B PF - 0 2 HD-08 HD-08 HD-087 1/2"C L C L C L 18" E Q E Q 1 8 " PT-2 PF -11 WORK POINT OF THE TILE AF F 9'-2" GY P B D 4' - 0 " 4 ' - 0 " 4 ' - 0 " EQ EQ 4 ' - 0 " EQ EQ F1 0 F1 0 F1 0 F1 0 C L C L F1 0 F1 0 AI R S U P P L Y , S E E ME C H D W G S F1 0 C L PR O V I D E C O N C E A L E D A C C E S S T O TR A N S F O R M E R F O R F -8 L I G H T FI X T U R E , S E E A 4 3 -03 F8 5 A4 3 - 0 4 5 A4 3 - 0 4 E Q E Q PA R T I T I O N T O C E I L I N G WI T H S T R U C T U R E A B O V E T H E C E I L I N G DI V I D E R P A R T I T I O N S 1 2 " FR O M C E I L I N G 4 0 " HD - 0 6 B CE I L I N G M O U N T E D S S M -03 TOILET PARTITION, PR O V I D E F R A M I N G F O R S U S P E N S I O N T Y P . 9 ' - 2 " 1 ' - 7 " 3 ' - 0 " 3 ' - 0 " 1 ' - 8 " HD - 0 5 EQ EQ PT-3 PF - 1 1 ' - 6 " 3 ' - 0 " 3 ' - 0 " 1 ' - 9 " 9 ' - 2 " PT - 3 HD - 0 9 A M A X 4 0 " HD - 0 6 A EQ EQ HD - 0 8 PF -09 L A CA V A S I N K M A X 4 ' - 0 " HD - 0 5 HD - 0 4 PF - 0 3 A PF - 3 B PF - 1 8" PT - 3 1 ' - 7 " 3 ' - 0 " 3 ' - 0 " 1 ' - 8 " 9 ' - 2 " M I N 1 5 " HD - 0 1 A PF - 3 A PF - 0 8 HD - 0 8 C L EQ EQ LI G H T B E H I N D M I R R O R PF-06PF-1 PF - 1 PF-3A HD - 0 7 M A X 4 0 " HD - 0 9 A HD-3AHD-04PF-05 PF - 0 4 PF-06CEILING MOUNTED SSM -03 TOILET PARTITION, PROVIDE FRAMING FOR SUSPENSION TYP.HD-3B 28" 6" T Y P 1 ' - 7 " PF - 1 9 ' - 2 " 1'-6"PT-3 1 A4 3 - 0 4 SI M PF-0833" MIN 36" MAX PF-3BHD-04 HD-01BTYP. TLT TYP. UR 3 4 " 4 0 " PF-03APF-3A PF - 1 34" PF -09 L A C A V A S I N K MAX 40"HD-9C 5'-1"20"PF-02 5 ' - 0 " EQ 6' - 0 " EQ HD - 0 8 HD - 0 8 HD - 0 8 C L C L C L C L C L SC H L U T E R RE M A CO N C E A L L E D AC C E S S P A N E L ON T I L E MO D U L E , T Y P . PF - 1 HD - 0 6 B HD - 0 5 7' - 6 " HD - 0 2 HD - 0 4 TY P 1' - 6 " FL O O R S P A C E 60 " C L R FL O O R S P A C E 30 " C L R MA X 18 " M I N 5 6 " TY P 12 " TY P 24 " MI N 36 " M I N 4 2 " M I N 1 2 " M I N 5 4 " PF - 0 3 A HD - 3 B PF - 0 8 PF - 3 A PF - 3 B HD - 0 1 A PF - 0 2 PF - 0 6 HD - 9 C HD - 0 8 PF -11 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 0 2 : 5 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A43 -02ENLARGED MEN'S RESTROOM PLANS AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/ 8 " = 1 ' - 0 " 1 EN L A R G E D P L A N M E N S R E S T R O O M 3/ 8 " = 1 ' - 0 " 2 EN L A R G E D R C P M E N S R E S T R O O M 3/ 8 " = 1 ' - 0 " 3 ME N S N O R T H E L E V A T I O N 3/ 8 " = 1 ' - 0 " 7 ME N S E A S T E L E V A T I O N 3/ 8 " = 1 ' - 0 " 4 ME N S W E S T E L E V A T I O N 3/ 8 " = 1 ' - 0 " 6 ME N S S O U T H E L E V A T I O N 3/ 4 " = 1 ' - 0 " 5 EN L A R G E D A D A M E N S R E S T R O O M NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 A4 3 -03 64 3 5 35 7 S F WO M E N S 12 6 PT - 2 EQ EQ 14 ' - 7 " 7'-6" TY P 2' - 1 0 " EQ EQ 32 ' - 9 " 11'-0"A43-037 10 ' - 3 " 5 ' - 2 " 5 ' - 1 0 " TY P 2' - 6 " HD-02 HD-04 HD-01B PF-3A PF - 3 B PF - 0 6 TY P . T L T 8 " HD - 0 7 HD - 0 6 A PF - 1 PF - 1 PF - 1 TY P 7 1 / 2 " HD - 0 8 HD - 0 8 HD - 0 8 HD - 9 B PF -10 , L A C A V A S I N K EQ 3 6 " 3 6 " E Q PF-02 8 " HD-10A PF -11 EQ . 7' - 9 " EQ . WO R K P O I N T S E T T I N G O U T T I L E AF F 9'-2" GY P B D 8 " WO M E N S 12 6 E Q E Q EQ EQ EQ EQ EQ EQ EQ EQ 3' - 6 " 3' - 6 " F1 0 F1 0 F1 0 F1 0 F1 0 F1 0 F8 AI R S U P P L Y , S E E M E C H D W G S 5 A4 3 - 0 4 5 A4 3 - 0 4 IN T E R I O R P A R T I T I O N S OF S T A L L S 12 " F R O M C E I L I N G TO C E I L I N G FA C E O F P A R T I T I O N S TO C E I L I N G MAX 48"HD-04 HD-05 PF-1 PF-3B 8"MIX 15"PF-03AHD-01APF-08HD-9CPT-3EQ FULL TILES EQ9'-2"EQ EQCLHD-10BCLEQEQ 2' - 10" 9 ' - 2 " CE I L I N G M O U N T E D S S M -03 T O I L E T P A R T I T I O N , PR O V I D E F R A M I N G F O R S U S P E N S I O N T Y P . HD - 0 6 B E Q F U L L T I L E S E Q PT - 3 HD - 0 5 M A X 4 0 " EQ EQ PF-1PT-3 C L MAX 40"EQ EQ 34"HD-9B HD-06AHD-08 PF -10, LA CAVA SINK LA V A T O R Y W I T H P I P E PR O T E C T I O N C O V E R EQ EQ 5 ' - 0 " PF - 0 6 HD - 3 A PF - 3 B HD - 0 4 PF - 1 PF - 1 HD - 9 B PF - 1 PF - 1 PF - 0 6 HD - 9 C CE I L I N G M O U N T E D S S -03 T O I L E T P A R T I T I O N , PR O V I D E F R A M I N G F O R S U S P E N S I O N , T Y P . 1 A4 3 - 0 4 F -8 ( W I T H L E N S E ) L I G H T I N G B E H I N D MI R R O R . L O C A T E T R A N S F O R M E R T O B E CO N C E A L E D F R O M V I E W B U T AC C E S S I B L E . C R E A T E A N O T C H A T S I D E OF B L O C K I N G S O T R A N S F O R M E R D O E S CREATE A DARK SHADOW SINK BY LA CAVANOTCHED AREA FOR TR A N S F O R M E R B E H I N D M I R R O R PF - 0 3 A HD - 0 1 A PF - 0 8 3 3 1 / 2 " 3 3 M I N 3 6 " M A X 2 7 1 / 2 " 6 " E Q F U L L T I L E S E Q 9 ' - 2 " C L PF - 3 A PF - 3 B HD - 0 4 HD - 0 1 B TY P . T L T HD - 0 8 HD - 0 8 HD - 0 8 HD - 0 7 M A X 4 0 " EQ 9' - 6 " EQ M A X 4 0 " PF - 0 2 C L C L C L C L C L PT - 3 SC H U T E R R E M A CONCEALLED AC C E S S P A N E L ON TILE MODULE, TY P . 7' - 6 " HD - 0 5 PF - 0 2 HD - 0 2 MA X 18 " TY P 24 " TY P 12 " MI N 3' - 0 " HD - 3 A PF - 0 6 PF - 3 B M I N 1 2 " M I N 4 2 " M I N 5 4 " FL O O R S P A C E 30 " C L R FL O O R S P A C E 60 " C L R HD - 0 4 HD - 3 B M I N 5 6 " HD - 9 C PF - 1 TY P 1' - 6 " PF - 0 8 PF - 0 3 A HD - 0 1 A HD - 0 6 B HD - 1 0 B 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 0 2 : 5 9 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A43 -03ENLARGED WOMEN'S RESTROOM PLANS AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/ 8 " = 1 ' - 0 " 1 EN L A R G E D P L A N W O M E N ' S R E S T R O O M 3/ 8 " = 1 ' - 0 " 2 EN L A R G E D R C P W O M E N ' S R E S T R O O M 3/8" = 1'-0"3 WOMEN'S EAST ELEVATION 3/ 8 " = 1 ' - 0 " 4 WO M E N ' S N O R T H E L E V A T I O N 3/8" = 1'-0"5 WOMEN'S WEST ELEVATION 3/ 8 " = 1 ' - 0 " 6 WO M E N ' S S O U T H E L E V A T I O N 3/ 4 " = 1 ' - 0 " 7 EN L A R G E D A D A W O M E N S R E S T R O O M NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 DRAIN W/ P -TRAP TO TIE INTO WASTE WATER PIPING. MODEL # 155CW MCGUIRE. STRAINER WALL TILE BASE, OVER THIN SET MORTAR & WATERPROOF MEMBRANE, OVER A CEMENTICIOUS BOARD & METAL STUDSPANEL ON Z CLIPSPARTITION FRAMING AS SCHED.TUBE TO TUBESCHEDULED, F -9, LED LIGHT WITH LENSECLEAR MIRROR (MI -1) OVER 3/4" P.T. PLYWOOD. PROVIDE POLISHED BEVELED EDGES ON ALL SIDES OF MIRROR. REFER TO MOUNTING LEGENDSCHEDULED WALL TILE OVER BOND COAT AND MORTER BED FAUCT AS SCHEDULEDCEILING AS SCHEDULED. SEE RCP MIN 2'-3"MAX 2'-10"7" HOLD HOLD / REQUIRED CLEARANCE1'-4 1/2"5"SCHEDULED,F -8, LED LIGHT WITH LENSE WALL MOUNTED SINK BY LA CAVA PROVIDE F.R. BLOCKING AS REQ.24"A43-0443"8"SEAMLESS ACCESS PANEL, SCHULER REMA INSTALLED ON TILE MODULE. REFER TO ELEVATIONS SO L I D S U R F A C E S I N K WO O D S T R U C T U R E ST A I N L E S S S T E E L F R A M E S U P P O R T HO L E S D R I L L E D A L O N G B A C K A N D S I D E S T O A T T A C K S TO S U P P O R T F R A M E . W O O D S U P P O R T T O M A T C H AN G L E O F T H R O U G H S I N K CU T O U T F O R F A U C E T S A N D SO A P D I S P E N S E R S A S R E Q . CL E A R M I R R O R O V E R 3 / 4 " P . T . E X T E R I O R GR A D E , F I R E -RE T A R D A N T P L Y W O O D . P R O V I D E PO L I S H E D B E V E L E D E D G E S O N A L L S I D E S O F MI R R O R . SI N K A S SC H E D U L E D PA I N T E D F . R . P O P L A R E D G E SC H E D U L E D W A L L T I L E O V E R BO N D C O A T A N D M O R T E R B E D PA R T I T I O N A S S C H E D U L E D 2 " 3" LI G H T F I X T U R E A S S C H E D F. R . P L Y W O O D W O O D BL O C K I N G A S R E Q . EL E V A T I O N SE E EL E V A T I O N SE E ST Y L E M A R K M I R R O R SU P P O R T A N G L E CL E A R S I L I C O N E CU S H I O N B E A D MI R R O R A T T A C H E D T O FI R E R A T E D P L Y W O O D BA C K I N G CO N T . M E T A L Z C L I P AT T A C H E M E N T A T F I R E RA T E D B L O C K I N G O V E R 16 " O C TI L E A S S C H E D U L E D FI R E R A T E D W O O D BL O C K I N G A S R E Q . PA I N T E D F I R E R A T E D PO P L A R E D G E F8 L I G H T F I X T U R E SU R R O U N D I N G M I R R O R PR O V I D E 1 3 " ( V I F ) O P E N I N G F O R TR A N S F O R M E R ' S A C C E S S LI G H T F I X T U R E TR A N S F O R M E R CO N T . M E T A L Z C L I P AT T A C H E M E N T A T F I R E RA T E D B L O C K I N G O V E R 16 " O C FI R E R A T E D W O O D BL O C K I N G A S R E Q . PA I N T E D F I R E R A T E D PO P L A R E D G E F8 L I G H T F I X T U R E SU R R O U N D I N G M I R R O R MI R R O R A T T A C H E D T O FI R E R A T E D P L Y W O O D BA C K I N G ST Y L E M A R K M I R R O R SU P P O R T A N G L E CL E A R S I L I C O N E CU S H I O N B E A D 3 " 3 " 2" TI T U S F L O B A R B O R D E R 1 4 O R EX H A U S T E X T R A C T O R , S E E R C P AN D M E C H A N I C A L D R A W I N G S SC H E D U L E D W A L L T I L E PA R T I T I O N A S S C H E D U L E D FR A M I N G A S R E Q F O R C E I L I N G CE I L I N G A S S C H E D U L E D 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 0 3 : 0 0 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A43 -04INTERIOR DETAILS -RESTROOMSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 1 SE C T I O N A T R E S T R O O M 12 " = 1 ' - 0 " 2 LA C A V A S I N K D I A G R A M 1 1 / 2 " = 1 ' - 0 " 3 MI R R O R C O V E D E T A I L 6" = 1 ' - 0 " 4 MI R R O R D E T A I L 3" = 1 ' - 0 " 5 LI N E A R S U P P L Y / E X T R A C T O R D E T A I L NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F9 F 1 4 F1 4 F2 A F 2 A F2 A F2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 1 4 A45 -01 1 834 SFRECEPTION10067 WD -1 ST -1/WC -1 -TZ -1 2'-8 1/2"8'-1"14'-0"A50-0151A50-02 2/A45-013/A45 -01 24'-0"+/-3'-0"ALIGN ALIGN +/-5'- 0"ALIGN1A50-02SIM1'-6"2'-0"2'-8"GLASS SECURITY GATESMT-1 1/2" DIAMETER RODS PP-1 PEBBLES VOIDEQ-7A EQ-7B E Q E Q E Q E Q E Q 3 9 ' - 0 " V I F , B A S E D O N F U L L M O D U L E D I M . BA S E D O N F U L L M O D U L E D I M 4'-0" MIN, VIF C -S GROUP FLOOR SYSTEM, MEDIMAT F5 F5 F5 AF F 11 ' -0" WD -1 RE C E P T I O N 10 0 1 A5 0 - 0 2 4' - 9 " 3 ' - 0 " 3 ' - 0 " 1 5 ' - 0 " 5 ' - 0 " 7 ' - 7 " 4' - 1 0 " 6' - 7 " 2' - 6 " 7 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 2 ' - 8 " MT -1 RODS, 1/2" DIAMETER PP -1 PEBBLESRECEPTION100SUSPENDED PLANTER BOX,MT -2 CO N C E A L E D L E D DE S K L I G H T LE D C O V E LI G H T I N G , T Y P . ST - 2 ST-1 MT-27'-0" DO O R F R A M E CO N C E A L E D B Y DR Y W A L L , S E E DE T A I L S 1 4 ' - 4 1 / 2 " 2 A50-08 4 A2 1 - 0 1 LE D C O V E LI G H T I N G , T Y P . AW P - 1 MT - 2 5 ' - 0 " EQ EQ C L GL A S S S E C U R I T Y GA T E S EQ - 7 A EQ - 7 B LE D C O V E L I G H T I N G 1 A5 0 - 0 2 9 ' - 0 " 2 ' - 0 " PL - 1 1 1 ' - 0 " RE C E P T I O N DE S K PL - 5 PL - 5 MI R R O R W I T H 4 " D E E P 1 / 8 " T H I C K MT -2 F R A M E , S E E 3 / A 4 5 -01 MT - 2 9 ' - 0 " 2 ' - 0 " 1 A5 0 - 0 2 SI M CL 5' - 0 " MI R R O R WI T H 4 " D E E P 1 / 8 " T H I C K MT -2 F R A M E 1/ 2 " G A P AL L A R O U N D MT - 2 EQ EQ 1 1 ' - 0 " 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 1 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -01ENLARGED RECEPTION ENLARGED FLOOR PLANS AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0"4 ENLARGED PLAN LOBBY 1/ 4 " = 1 ' - 0 " 5 EN L A R G E D R C P L O B B Y 1/ 4 " = 1 ' - 0 " 1 EL E V A T I O N - R E C E P T I O N D E S K 1/ 4 " = 1 ' - 0 " 6 EL E V A T I O N - S O U T H O F R E C E P T I O N 1/ 4 " = 1 ' - 0 " 7 EL E V A T I O N - N O R T H R E C E P T I O N 1/ 4 " = 1 ' - 0 " 2 EL E V A T I O N - B A C K O F R E C E P T I O N 1/ 4 " = 1 ' - 0 " 3 EL E V A T I O N - H A L L W A Y NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F9 F2 A F2 A F2A TR A N S L U C E T DE C O R A T I V E FI L M F O R PR I V A C Y LO U N G E 1 4 A5 0 - 0 4 1 A5 0 - 0 5 1 ' - 6 " 2 ' - 0 " 2 ' - 1 0 " 13 ' - 6 " 15 ' - 3 " 5'-0" 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 1' - 6 " 7'-3" 4' - 0 " 4' - 0 " 3'-0"2'-0" 6' - 0 " 5' - 0 " 11 ' - 2 " 1 A5 0 - 0 3 F9 , L I G H T , S E E D E T A I L S F9 L I G H T , S E E D E T A I L S TR A S H MA N A G E M E N T PL - 1 PL - 1 PT - 4 PL - 1 UF - 1 GL - 1 4 " OP E N I N G F O R T R A S H , CO N T R A C T O R T O A L S O P R O V I D E T R A S H C A N S AN D S M A L L D E C A L S O F T R A S H A N D R E C Y C L I N G TO B E A P P L I E D T O T H E F A C E O F T H E MI L L W O R K SS - 1 G H FI T N E S S CE N T E R 10 8 BR E A K R O O M 10 3 CO N F E R E N C E RO O M 10 4 PA N T R Y 10 2 B LO U N G E 10 2 A 1 A5 0 - 0 4 A5 0 - 0 4 2 A50-043 3 " T Y P . 3 ' - 6 " A5 0 - 0 3 3 A5 0 - 0 3 4 G H 6 " CONTINUOS HEADER LOCATED ABOVE WOOD MILLWORK. D3 1 D1 1 D3 1 D1 1 HE A D E R F O R D O O R D1 1 1 ' - 3 1 / 2 " D31 D11 C4 1 C4 1 A41 A4 1 LO C A T E D A B O V E A N D BE L L O W C A B I N E T 2 A5 0 - 0 3 EQ EQ 2'-7"1'-9" EQ EQ E Q E Q EQ EQ 3 A5 1 - 0 2 DR A P E R Y 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 5 9 : 3 1 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -02ENLARGED SOCIAL STREET ENLARGED PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 3/ 8 " = 1 ' - 0 " 3 SO C I A L S T R E E T - E N L A R G E D E L E V A T I O N 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/ 8 " = 1 ' - 0 " 1 SO C I A L S T R E E T - F L O O R P L A N 3/ 8 " = 1 ' - 0 " 2 SO C I A L S T R E E T - R C P NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F9 F 2 A F 2 A F2 A F 2 A F9 F 2 A F1 1 F 2 A F2A F2A F2A F2A F9 2 A50-07 1 A5 0 - 0 6 2 A5 0 - 0 6 5 A4 3 - 0 4 GAME LOUNGE BA N Q U E T T E LO U N G E 2 1 ' - 6 " 9 ' - 6 " 3' - 0 " F9 L I G H T , S E E D E T A I L S F 9 L I G H T , S E E D E T A I L S LI G H T , S E E D E T A I L S F9 L I G H T , S E E D E T A I L S UF - 3 UF - 4 AW P - 4 UF - 6 UF - 5 AW P - 5 PL - 1 PL - 1 PL - 1 PL - 1 AWP-6 UF-8 UF-7 I J K CL A S S R O O M 10 9 GAME LOUNGE 102F LO U N G E 10 2 C BA N Q U E T T E 10 2 D SH E L V I N G 10 2 E A5 0 - 0 4 3 1 A5 0 - 0 4 3 ' - 0 " EQ EQ EQ EQ 4'-0" FA M I L Y RE S T R O O M 11 0 I J K 5 A4 3 - 0 4 C4 1 6" HE A D E R F O R D O O R D3 1 A4 1 C4 1 D3 1 HE A D E R F O R D O O R D3 1 D3 1 D3 1 C7 1 D1 1 1' - 9 " 4'-0"4'-0"4'-0"4'-0"1'-9" D1 1 EQ EQ 2 ' - 7 " 1 ' - 9 " EQ EQ 10 " 4' - 2 " E Q E Q 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 2 1 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -03ENLARGED SOCIAL STREET ENLARGED PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/ 8 " = 1 ' - 0 " 3 SO C I A L S T R E E T - E N L A R G E D E L E V A T I O N 3/ 8 " = 1 ' - 0 " 1 SO C I A L S T R E E T - F L O O R P L A N 3/ 8 " = 1 ' - 0 " 2 SO C I A L S T R E E T - R C P NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F 9 F2 A F2 A F 9 5/A45-04A45-04 187 SFCONFERENCEROOM104219 SFBREAKROOM103496 SFMEETINGROOM10557 SFTELEPHONEROOM106515 SFWORKSTATIONS107ACP-1 P -1 RB -1 PT -1 HOLD5' - 0" 1 ' - 1 0 " 2 ' - 6 " 3 ' - 6 " 2 ' - 0 " 25' - 8"5' - 2"9' - 0"11' - 4"15' - 3" 1 7 ' - 4 " 8 ' - 1 0 " 5 ' - 5 " 1 1 ' - 4 " 10 7 B 106A 105A 107A 104A 103ATYP1'-8"TYP1'-8" 1 4 ' - 1 1 " HOLD5'-0"C41 C41 C4 1 A41 A41 A41 A41A413/A45 -04 EQ5EQ6 EQ - 8 ALIGND31 5 A5 0 - 0 3 2 ' - 1 0 " 2 ' - 0 " 1 ' - 6 " 2 ' - 8 " DI S H RE F IC E SO L I D S U R F A C E C O U N T E R EQ EQ EQ EQ EQ EQ EQ VI F A L I G N 9 ' - 0 " UN D E R C A B I N E T L I G H T EQ 1 EQ 3 EQ 2 EQ 4 HO L D 3' - 0 " EQ EQ PF 2 1 PF 2 0 PF 2 4 PF 2 2 MI C 1 A5 0 - 0 8 PL A S T I C L A M I N A T E PL A S T I C L A M I N A T E F1 0 F1 0 F1 0 F4 F4 F4 F4 B F1 3 AF F 9'-6" AC T -2 WO R K S T A T I O N S 10 7 BR E A K R O O M 10 3 CO N F E R E N C E RO O M 10 4 ME E T I N G RO O M 10 5 AF F 9'-6" AC T -2AF F 9'-6" AC T -2 AF F 9'-6" AC T -2 AF F 9'-6" AC T -2 5 A5 0 - 0 3 BR E A K R O O M 10 3 WORKSTATIONS 107P-1 PL - 1 RB-1WALL HEADER TO SUPPORT DEMOUNTABLE PARTITIONS INSTALLED TO STRUCTURAL DECK, TYP. 10 ' - 1 " CL CL 5 ' - 0 " TV 3' - 6 " EQ 5 PL - 1 C L WA L L H E A D E R T O S U P P O R T DE M O U N T A B L E P A R T I T I O N S IN S T A L L E D T O S T R U C T U R A L D E C K , T Y P . 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 0 9 : 1 8 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -04ENLARGED EMPLOYEE OFFICE PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 4 " = 1 ' - 0 " 1 EN L A R G E D P L A N E M P L O Y E E O F F I C E 1/ 4 " = 1 ' - 0 " 5 PA N T R Y 1/ 4 " = 1 ' - 0 " 2 EN L A R G E D R C P E M P L O Y E E O F F I C E 1/ 4 " = 1 ' - 0 " 4 EM P L O Y E E O F F I C E E L E V A T I O N 1/ 4 " = 1 ' - 0 " 3 OF F I C E I N T E R I O R E L E V A T I O N EQ 9 A 1 0 6 C O M P U T E R A N D K E Y B O A R D T B D T B D G C T O P R O V I D E EQ 8 1 0 5 O F F I C E T V - 5 5 " T B D T B D G C T O P R O V I D E EQ 6 1 0 4 O F F I C E T V - 6 5 " T B D T B D G C T O P R O V I D E EQ 5 1 0 3 O F F I C E T V - 4 9 " T B D T B D G C T O P R O V I D E EQ 4 1 0 3 M I C R O W A V E D R A W E R B O S H H M D 8 4 5 I U C G C T O P R O V I D E EQ 3 1 0 3 U N D E R C O U N T E R R E F R I G E R A T O R S U M M I T S P 6 D S 2 D O S 7 A D A GC TO PROVDE EQ 2 1 0 3 I C E M A K E R S U M M I T B I M 4 4 G A D A G C T O P R O V I D E EQ 1 1 0 3 D I S H W A S H E R B O S H S G X 6 8 U 5 5 U C G C T O P R O V I D E TA G RO O M NU M B E R DESCRIPTION M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQUIPMENT SCHEDULE_OFFICE PF 2 4 1 0 3 W A T E R F I L T E R I N S I N K E R A T O R I N D U L G E F - H C 1 1 0 G C T O PROVIDE PF 2 2 1 0 3 I N S I N K E R A T O R I N S I N K E R A T O R E V O L U T I O N C O V E R . . . G C TO PROVDE PF 2 1 1 0 3 F A U C E T H A N S G R O H E T A L I S T B A R 0 4 2 8 7 8 0 0 G C T O P R O VIDE PF 2 0 1 0 3 U N D E R M O U N T S I N K K O H L E R K - 5 2 8 7 G C T O P R O V I D E TA G RO O M NU M B E R DESCRIPTION M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S OFFICE PLUMBING FIXTURES NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 J K 2. 2 1' - 1 1 " 3 ' - 4 " 5 ' - 1 " 28 ' - 7 " 98 1 S F CA T E R I N G KI T C H E N 11 2 184 SFBANQUETHALLSTORAGE116 UT E N S I L W A S H HO T H O L D I N G CO L D H O L D I N G DR Y S T O R A G E IC E P R O D U C T I O N LO C K E R S EX H I B I T I O N K I T C H E N BA N Q U E T D I S H - U P 3 A50-07 9' - 4 " 15 ' - 6 " 11 ' - 9 " 19 ' - 0 " 6'-4"11" 3 ' - 6 " 18'-9"12'-4" 3 ' - 0 " F E C BI F O L D O V E R H E A D D O O R , S E E SP E C S 2' - 6 " (2 ) C E I L I N G M O U N T E D CA M E R A S , R E F E R T O TE C H N O L O G Y D R A W I N G S HO O D TR A S H 11 3 JA N I T O R 11 4 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 2 7 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -05ENLARGED KITCHEN PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/ 8 " = 1 ' - 0 " 1 EN L A R G E D K I T C H E N P L A N NO T E : F O R K I T C H E N E Q U I P M E N T L A Y O U T A N D S P E C S R E F E R TO I N M A N ' S FO O D S E R V I C E D R A W I N G S , S H E E T S F S 1 0 -01 T H R U F S 1 0 -04 NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F 3 F 3 F 3 F 3 F3 A F1 4 F 1 4 F1 4 F 1 1 F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F 3 F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A F3 A 3 A2 1 - 0 1 1 A2 1 - 0 1 A4 5 -07 1 3800 SFBANQUETHALL/MULTIPURPOSE 117 D3 1 A4 1 D31 C4 1 D11 D11 D11D11WD-1 AWP -2/WC -2 RB -X CPT -1 AW P -X 2 2' - 0 " L M 2. 2 3 3 A2 1 - 0 1 3 A5 1 - 0 1 SL O P E D C E I L I N G AF F 11 ' -0" WD -1 (L O W P O I N T ) 26 ' - 4 " A F F 1 1 ' - 5 1 / 2 " G Y P B D AF F 14 ' -0" GY P B D AF F 14 ' -0" GY P B D 2 A5 0 - 0 7 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " 5 ' - 0 " EQ EQ EQ EQ EQ EQ - 2 4 EQ - 2 4 5 ' - 0 " 3 0 ' - 0 1 / 2 " 7 ' - 6 " EQ - 2 4 EQ - 2 4 E Q E Q 5 ' - 0 " E Q E Q 5 ' - 0 " 7' - 1 " EQ - 2 0 EQ - 2 0 EQ - 2 0 EQ - 2 4 EQ - 2 4 CL CL CL CL EQ - 2 2 EQ - 2 1 EQ - 2 1 EQ - 2 2 S U P L Y A I R / S E E M E C H A N I C A L D R A W I N G S S U P L Y A I R / S E E M E C H A N I C A L D R A W I N G S 13 ' - 0 " H P F1 4 L I G H T I N G A R O U N D A L L W O O D P E R I M E T E R , T Y P . F1 4 L I G H T I N G A R O U N D A L L W O O D P E R I M E T E R , T Y P . F 1 4 L I G H T I N G A R O U N D A L L W O O D P E R I M E T E R , T Y P . F 1 4 L I G H T I N G A R O U N D A L L W O O D P E R I M E T E R , T Y P . AC C E S S PA N E L AC C E S S PA N E L BL U E T O O T H BL U E T O O T H BL U E T O O T H AC C E S S PA N E L EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 EQ - 2 4 ED U F O R MO T O R I Z E D C U R T A I N S SE E D E T A I L S O N SH E E T A 5 1 -01 P E N D I N G F I E L D M E A S U R E M E N T S B Y S H A D E I N S T A L L E R 3 0 ' - 0 " M A X 5 A5 1 - 0 1 AF F 14 ' -0" GY P B D SU B -WO O F E R SU B -WO O F E R SU B -WO O F E R PA R T I T I O N H E A D E R LO C A T E D A B O V E DO O R , C E N T E R L I N E OF M U L L I O N . 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 3 0 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -06ENLARGED BALLROOM PLAN AND RCPCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 4 " = 1 ' - 0 " 1 EN L A R G E D P L A N B A N Q U E T T E HA L L / M U L T I - P U R P O S E 1/ 4 " = 1 ' - 0 " 2 EN L A R G E D R E F L E C T E D C E I L I N G P L A N BA N Q U E T T E H A L L / M U L T I - P U R P O S E NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 1 A2 1 - 0 1 PL - 1 9 ' - 6 " AW P - 2 AW P - 2 OPEN TO BEYOND 22 ' - 0 " V . I . F . 11'-0" 3 A5 0 - 0 7 EQ . EQ EQ EQ PL - 1 PL - 1 SL I D I N G T E L E S C O P I N G D O O R WI T H A W P -2, S E E D E T A I L S P-1 P- 1 AWP-2 AW P - 2 P- 5 GL A S S T R A N S O M LE D L I G H T 2 1 / 2 " B A S E , P L -3 OP E N I N G B E L O W DO O R A T 2 1 / 2 " T O MA T C H H A S E 6' - 0 " MT -2, 2 1/2" STAINLESS STEEL BASE EQ EQ EQ OP E N OP E N 2 1 / 2 " B A S E , P L -3 8' - 0 " L M 3 A2 1 - 0 1 1 1 ' - 0 " A5 1 - 0 1 3 AW P - 2 WC - 2 AW P - 2 P- 3 WC - 2 R E Q . F O R P R O J E C T O R S 3 ' - 0 " 41 ' - 2 " 8' - 0 " PR O J E C T O R , AC C E S S P A N E L , BL U E T O O T H R E F E R TO R C P WD -1 I N S T A L L E D SE A M L E S S T O CE I L I N G O N PR O J E C T O R L I F T TO F U L L Y C O N C E A L IT W H E N RE C E S S E D , T Y P . 1'-2"2'-7"11'-6" LI F T & P R O J E C T O R RE Q U I R E S SE P A R A T E 2 0 A M P CI R C U I T . , S E E EL E C T R I C A L DR A W I N G S 5 A5 1 - 0 1 DR Y W A L L C E I L I N G WO O D C E I L I N G SU F F I T T O C O N C E A L EX I S T I N G S P R I N K L E R MA I N T O R E M A I N MT -2, 2 1 / 2 " S T A I N L E S S ST E E L B A S E MT - 2, 2 1 / 2 " ST A I N L E S S S T E E L BA S E EX I S T I N G ST O R E F R O N T T O RE M A I N NE W P A N I C H A R D W A R E 2 1 / 2 " B A S E , P L -3 1' - 0 " ME C H A N I C A L S U P P L Y ME C H A N I C A L S U P P L Y PA R T I T I O N T O D E C K 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 3 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -07ENLARGED BALLROOM INTERIOR ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 3/ 8 " = 1 ' - 0 " 1 BA L L R O O M W E S T E L E V A T I O N 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/ 8 " = 1 ' - 0 " 2 BA L L R O O M N O R T H E L E V A T I O N NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F9 F 2 A F 2 A F9 F 9 F1 2 F1 2 F1 2 F1 2 F1 2 F2 A F2 A F2 A F2 A F2 A F2 A F2 A F2 A F2 A F2 A A45 -086 3 5 FITNESS CENTER 108 MI R R O R W A L L WI T H F 9 A B O V E A N D B E L O W . SE E D E T A I L PL -1 4 6 " MI R R O R W A L L CO N T I N U E S A N D F I N I S H E S 4 " FR O M F A C E O F W A L L DR A P E R Y T R A C K P O C K E T 4 ' - 4 " 6" DR A P E R Y FINISHED DRAPERY TRACK POCKET, EXTEND FLOORING EQ-12 GYP AWP -1 WD -4 WD -2 9' - 4 " 4 ' - 6 " A5 1 - 0 2 4 HO O K S OP E N , P L -1 F I N I S H E D CU B B I E S , T Y P . AL I G N PL - 1 UP - X PL - 1 EQ - 1 2 PR O J E C T O R S C R E E N MO U N T E D T O D E C K WH I T E N O N P R O J E C T I O N A R E A PR O J E C T I O N A R E A 11 ' - 4 " 7 ' - 0 " 1 0 ' - 0 " AW P - 1 AW P - 1 5 ' - 6 " 1 ' - 6 " 1 A5 0 - 0 8 2 A5 0 - 0 8 EQ EQ . EQ . EQ . EQ . EQ . EQ . EQ . 7 ' - 0 " 1 1 ' - 5 " FI N I S H E D D R A P E R Y PO C K E T 6 ' - 4 " PL -1 P A N E L 4 ' - 0 " MIRROR 8" WOOD BASEF-9 FIXTURE BEHIND 7 ' - 0 " AWP-1 OP E N 9 ' - 2 " SLOPED CEILING, SEE RCPEQ-12 MI R R O R 10 ' - 0 " 11 ' - 5 " AW P - 1 AW P - 1 1 0 ' - 0 " 1 1 ' - 8 " 3 A5 0 - 0 8 F -9 F I X T U R E B E H I N D FI T N E S S CE N T E R 10 8 S L O P E D S L O P E D S L O P E D S L O P E D S L O P E D 1' - 1 0 " 28 ' - 5 " 1' - 0 " TY P . 1' - 0 " 5' - 0 " 1 ' - 1 0 " 1' - 1 0 " 9" E Q E Q D1 1 D1 1 D1 1 D1 1 SI N G L E D R A P E R Y T R A C K S I N G L E T R A C K D R A P E R Y T R A C K SI N G L E T R A C K D R A P E R Y T R A C K CL CL 7 ' - 3 " 7 ' - 3 " 7 ' - 3 " 7 ' - 3 " 7 ' - 3 " 10 ' - 0 " 11 ' - 5 " 10 ' - 0 " 10 ' - 0 " 11 ' - 5 " 11 ' - 5 " 10 ' - 0 " 11 ' - 5 " 10 ' - 0 " 11 ' - 5 " 1 ' - 0 " DI S T A N C E F R O M P R O J E C T O R 16 ' - 0 " AL I G N EQ - 1 0 EQ - 1 1 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 D1 1 1 0 " EQ - 1 2 T -CO I L H E A R I N G A I D L O O P SY S T E M R E F E R T O A . V . S P E C S MI C A N T E N N A MI C AN T E N N A AC C E S S PA N E L BL U E T O O T H AF F 12 ' -0" GY P B D PE R I M E T E R AF F 12 ' -0" GY P B D PE R I M E T E R AWP-1 WD-4CUSTOM PLASTER COVER TO MATCH ADJACENT DRYWALL, FRAMELESS EQ - 1 2 EQ-10FINISHED DRAPERY POCKETSLOPED CEILING 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 3 6 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -08ENLARGED FITNESS CENTER FLOOR PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 4 " = 1 ' - 0 " 1 EN L A R G E D F L O O R P L A N F I T N E S S C E N T E R 1/ 4 " = 1 ' - 0 " 3 FI T N E S S C E N T E R - E A S T E L E V A T I O N 1/ 4 " = 1 ' - 0 " 6 FI T N E S S C E N T E R - N O R T H E L E V A T I O N 1/ 4 " = 1 ' - 0 " 5 FI T N E S S C E N T E R - W E S T E L E V A T I O N 1/ 4 " = 1 ' - 0 " 2 EN L A R G E D R C P F I T N E S S C E N T E R 1/ 4 " = 1 ' - 0 " 4 FI T N E S S C E N T E R - S O U T H E L E V A T I O N EQ 2 6 1 0 8 1 0 " W A L L M O U N T E D I P A D GC T O P R O V I D E EQ 2 5 1 0 8 8 " R O U N D S P E A K E R S GC T O P R O V I D E EQ 1 2 1 0 8 P R O J E C T O R S C R E E N GC T O P R O V D E EQ 1 1 1 0 8 P R O J E C T O R L I F T GC T O P R O V I D E EQ 1 0 1 0 8 P R O J E C T O R 7 0 0 0 L U M E N S GC T O P R O V I D E TA G RO O M NU M B E R DE S C R I P T I O N M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQ U I P M E N T S C H E D U L E _ F I T N E S S C E N T E R NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F 2 A F2 A F 1 - 2 4 F 1 - 2 4 F1 1 F9 A45 -09 4 3CLASSROOM109ACP-1 P -2 RB -3 PT -124' - 9"C41 D31 D31D31 D31 C41C41 C4125' - 0"3' - 3"11' - 8"11"3' - 2"21' - 4"RECESSED TV FULL HEIGHT PINNABLE SURFACEALIGNCL20'-6" CL A S S R O O M 10 9 AF F 11 ' -0" AC T -1 3' - 3 " EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ - 2 5 EQ EQ EQ EQ PL - 1 P- 2 2 1 / 2 " EQ EQ EQ EQ EQ EQ EQ EQ EQ P- 2 P- 2 9 ' - 0 " PL - 1 RB - 5 1 A5 0 - 0 8 2 A5 0 - 0 8 P- 2 PL - 1 PO R T A L 5 ' - 0 " C L AL I G N AL I G N MA G N E T I C M A R K E R B O A R D P- 2 AV 9 ' - 0 " PL - 4 PL - 4 P- 2 3 ' - 3 " 3 ' - 0 " 4 ' - 6 " 2 1 / 2 " RB - 5 EQ - 1 3 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 3 9 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -09ENLARGED LARGE CLASSROOM FLOOR PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0" 1 ENLARGED PLAN CLASSROOM 1/ 4 " = 1 ' - 0 " 2 EN L A R G E D R C P C L A S S R O O M 1/ 4 " = 1 ' - 0 " 3 CL A S S R O O M S T O R A G E E L E V A T I O N 1/ 4 " = 1 ' - 0 " 4 CL A S S R O O M E L E V A T I O N EQ 2 5 1 0 9 C E I L I N G M O U N T E D S P E A K E R S 8 " GC TO PROVIDE EQ 1 3 1 0 9 C L A S S R O O M T V - 9 8 " GC TO PROVIDE TA G ROOM NUMBER DESCRIPTION M A N U F A C T U R E R M O D E L N U M B E R T Y P E C O M M E N T S EQUIPMENT SCHEDULE_CLASSOOM LARGE NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 F9F1-30 F1-30 F 2 A F11 J K 3 A45 -103 CL A S S R O O M 11 1 OV E R H E A D D O O R A B O V E 6'-0"11'-8" CA T E R I N G KI T C H E N 11 2 F E C 11 ' - 4 " 8' - 4 " 20'-1" 14 ' - 3 " 24'-0" 6 ' - 7 " 3 ' - 2 " 5 ' - 5 " EQ - 1 4 EQ-14 11 1 B 11 1 A 111C112C AC P -2 P -2 RB -3 CP T -1 D4 1 D41C41 C4 1 PR O V I D E M I S C E L L A N E O U S ST E E L S T R U C T U R E T O S U P P O R T B I - FO L D G L A S S D O O R TV / R E F E R T O A V D R A W I N G S C L 5 ' - 0 " P- 2 P- 2 P- 2 2 ' - 0 " 5 ' - 6 " 3 ' - 6 " 1 1 ' - 0 " 2 1 / 2 " RB - 5 AL I G N RE F E R T O F U R N I T U R E P A C K A G E 9 ' - 0 " J K 3 6'-0"6'-0"5'-8"CLASSROOM 111AFF11'-0"GYP BD 13 ' - 9 " 13'-9" E Q E Q MECHANICAL DUCTWORK ABOVE ME C H A N I C A L D U C T W O R K A B O V E 1 ' - 6 " CL CL CL EQ - 2 5 EQ - 2 5 EQ-25 EQ-25EQ-25 EQ-25 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 4 1 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A45 -10ENLARGEDCLASSROOM FLOOR PLAN AND ELEVATIONSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 4 " = 1 ' - 0 " 1 CL A S S R O O M F L O O R P L A N 1/ 4 " = 1 ' - 0 " 3 CL A S S R O O M N O R T H E L E V A T I O N 1/ 4 " = 1 ' - 0 " 2 CL A S S R O O M R C P NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 3 ' - 6 " MT - 2 V O I D E D BA S E R E V E A L MT -2 L E T T E R I N G A D H E R E D TO S T O N E D E S K EQ EQ JO I N T , S L I P M A T C H 5" 5 " ST - 2 CO N T I N U O U S L I G H T F I X T U R E 1" 9 A5 0 - 0 1 ST - 2 PL - 5 DO O R W I T H S O S H I N G E S AN D A N T I Q U E B R O N Z E DO O R L A T C H 1/ 4 " F I N I S H E D R E V E A L PL-5ST-2 6 A5 0 - 0 1 ST - 2 PL - 5 2 7 " A F F 0 " 1 1 / 2 " JO I N T JO I N T AC C E S S P A N E L DO O R W I T H S O S HI N G E S A N D AN T I Q U E B R O N Z E DO O R L A T C H , AN D R E C E S S E D CA S T E R S . EQ EQ AC C E S S P A N E L 9 A50-01 2"2" EQ EQ EQ EQ 1" MAX PL-5 NO T E : F U R N I T U R E N O T S H O W N F O R C L A R I T Y 3 ' - 6 " 2 / A 5 0 - 0 1 3 / A 5 0 - 0 1 4/ A 5 0 -01 6 A5 0 - 0 1 14 ' - 0 " 6' - 6 " 8 " 2 ' - 0 " 3 ' - 0 1 / 2 " 8" HE I G H T A D J U S T A B L E D E S K ST - 2 PL - 5 PL - 3 MT -2 L E T T E R I N G A D H E R E D TO S T O N E D E S K 20 ' - 6 " 9 A5 0 - 0 1 PR I N T E R T R A Y O N CA S T E R S I N S I D E RACEWAY SLOTS AS REQUIRED CONTINUOUS PL-2 REMOVABLE PANELPOWER/DATA RECESSED IN MILLWORK WALL. REFER TO ENGINEER DRAWINGS FOR ADDITIONAL INFORMATION. INSTALLATION TO BE COORDINATED WITH ELECTRICAL MILLWORK.MONITOR HARDWARE TBD MITERED CORNER 1/8" EASE EDGE, TYP.GABLE MANAGEMENT HARDWARE TBD 1/8" SOLIDFURNITURE 1 1/2"2"8"F-9 LIGHT, CONTINUOUS PL-5ST-2 MT-2A50-018 1 1/2"6 1/2"0"FURNITURE 1 / 2 " 1" ST-2 1 /8 " C H A M F E R , T Y PCONTINUOUS LIGHT BLACK MELAMINE CO N T R A C T O R T O C O O R D I N A T E WI R E M A N A G M E N T L O C A T I O N WI T H F L O O R P E N E T R A T I O N . AD J U S T A B L E S H E L V I N G , BL A C K M E L A M I N E PR I N T E R T R A Y , O N C A S T E R S CL A D B L A C K M E L A M I N E CO N T I N U O U S F I N G E R P U L L PL - 5 PL - 5 PR I N T E R B Y O W N E R 1/ 8 " S O L I D MT - 2 6 1 / 2 " A5 0 - 0 1 7 ADA SECTION OF COUNTER. 2'-10" MAX 2 ' - 1 0 " 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 1 4 : 3 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -01INTERIOR DETAILS -RECEPTION DESKCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 2 " = 1 ' - 0 " 1 FR O N T E L E V A T I O N - R E C E P T I O N D E S K 1/ 2 " = 1 ' - 0 " 2 SI D E E L E V A T I O N - R E C E P T I O N D E S K 1/ 2 " = 1 ' - 0 " 3 SI D E E L E V A T I O N - R E C E P T I O N D E S K 1 1 / 2 " = 1 ' - 0 " 4 RE C E P T I O N D E S K - L O N G S E C T I O N 1/ 2 " = 1 ' - 0 " 5 EN L A R G E D P L A N - R E C E P T I O N D E S K 1 1/2" = 1'-0"6 SECTION - R E C E P T I O N D E S K 6" = 1 ' - 0 " 7 DE T A I L - F I N G E R P U L L 6" = 1'-0"8 DETAIL - S T O N E E D G E 1 1 / 2 " = 1 ' - 0 " 9 SE C T I O N - R E C E P T I O N D E S K A D A NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 1/2" X 5/8" REVEAL. DO NOT PAINT REVEAL (TYP). SH I M / B L O C K I N G A S RE Q U I R E D BL A C K M E L A M I N E IN T E R I O R MAGNETIC TOUGH LATCH SYSTEM. AD J U S T A B L E S H E L F RE S T , T Y P AD J U S T A B L E S H E L F W I T H ME T A L S H E L F S T A N D A R D S . BL A C K M E L A M I N E O V E R 3 / 4 " FI R E R A T E D P L Y W O O D SC H E D U L E D W A L L DOOR LOCK (HD-22):MANUFACTURER: KNAPE & VOGT 986KA 70NP POLISHED NICKEL SIZE: 1-1/2"W X 2"L X 7/8" THICK ALL LOCKS IN THIS PROJECT TO BE KEYED ALIKECEILING AS SCHEDULED VA R I E S , S E E F L O O R P L A N PL -1 F A S C I A 2 ' - 0 " 1/2 REVEAL IN DOOR FRONT 3/4'" RECESSED PL-3 BASE ON MARINE GRADE PLYWOOD. 1 ' - 8 1 / 2 " 1 ' - 8 1 / 2 " 1 ' - 8 1 / 2 " 1 ' - 4 " PL A S T I C L A M I N A T E 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 4 6 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -02INTERIOR DETAILS -STORAGE CABINETSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 1 ST O R A G E - R E C E P T I O N NO T E : AL L M I L L W O R K C A B I N E T S T O B E L O C A B L E A N D K E Y A L I K E , UN O . LO C A T E L O C K A T 3 4 " A F F , U N O . R I C H E L I E U L O C K S O R A P P RO V E D E Q U A L AL L V E R T I C A L C A B I N E T S T O H A V E 8 " X 2 " M O C K E T T D P 3 -10 B ( E N G L I S H A N T I Q U E F I N I S H ) E D G E P U L L S I N S T A L L E D V ER T I C A L L Y S T A R T I N G A T 3 6 " A F F . AL L C O U N T E R H E I G H T C A B I N E T S T O H A V E F I N G E R P U L L S , U NO . AL L M I L L W O R K C A B I N E T S T O H A V E B L A C K M E L A M I N E I N T E R I OR F I N I S H E S . NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 D3 1 GC T O P R O V I D E A HE A D E R A B O V E A L L GL A S S P A R T I O N S A5 1 - 0 1 9 WD -1, CE I L I N G CO N T I N U O U S F 1 1 , RE F E R T O E L E C T R I C A L DR A W I N G S 3 / 4 " 3/ 4 " P L -3 B A S E PL A S T I C L A M I N A T E WI T H S O L I D W O O D ED G E BU T T J O I N T DE M O U N T A B L E P A R T I T I O N IN A N T I Q U E B R O N Z E ( D A R K BR O Z E C O L O R ) 1/ 2 " C L E A R T E M P R E R E D G L A S S PL A S T I C L A M I N A T E B. O . S U S P E N D E D W D -1 CE I L I N G S E E R C P AR M S T R O N G G R I D #5 3 7 0 BL A C K A R M S T R O N G BR A C K E T # B A C G 9 0 A PL -3 B A S E DE M O U N T A B L E P A R T I T I O N AN T I Q U E B R O N Z R F I N I S H 1/ 2 " T E M P E R E D G L A S S F I N I S H WI T H F I L M O V E R 3 / 4 " EL + 9 -0" A F F EL + 9 -6" A F F P- 1 PL - 1 6"3"2"2"2"2"2"2"2"3"DEMOUNTABLE PARTITION IN ANTIQUE BRONZE (DARK BROZE COLOR)1/2" CLEAR TEMPRERED GLASS WOOD CEILING ABOVE AND CONCEALED LIGHTINGCLEAR CORNER MULLION PL-13/4" PLYWOODWOOD CEILING ABOVE AND CONCEALED LIGHTING ALIGN6"DEMOUNTABLE PARTITION IN ANTIQUE BRONZE (DARK BRONZE COLOR)1/2" CLEAR TEMPERED GLASSPROVIDE BLOCKING AS REQUIRED BY MANUFACTURER B. O . S U S P E N D E D W D -1 CE I L I N G S E E R C P AR M S T R O N G G R I D #5 3 7 0 BL A C K A R M S T R O N G B R A C K E T #B A C G 9 0 A 2 1 / 2 " P L -3 I N S T A L L E D FL U S H W I T H P L A S T I C LA M I N A T E EL + 9 -6" A F F P- 1 PL - 1 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 4 8 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -03INTERIOR DETAILS -SOCIAL STREET @ GLASS PARTITIONCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 1 SO C I A L S T R E E T S E C T I O N @ G L A S S P A R T I T I O N 1 1 / 2 " = 1 ' - 0 " 2 SO C I A L S T R E E T S E C T I O N @ G L A S S P A R T I T I O N 1 1/2" = 1'-0"3 SOCIAL STREET @ WOOD DETAIL1 1/2" = 1'-0"4 SOCIAL STREET @ WOOD DETAIL 1 1 / 2 " = 1 ' - 0 " 5 SO C I A L S T R E E T A T W O O D NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 RE M O V A B L E U P H O L S T E R E D SE A T W / V E L C R O PR O V I D E C O N C E A L E D Z I P P E R EN C L O S U R E , T Y P . 2' - 6 " 1 ' - 6 " 3 " 4 " 1 1 " 1 ' - 6 " 1 ' - 1 0 " 18 " 2" 1" SE A M O F F A B R I C P A N E L 1 1 / 4 " 3 F O R M C O L O R T O P WIT H 1 / 8 " R O U N D E D E D G E S PL -3 B A S E I N S T A L L E D F L U S H WI T H F A B R I C P A N E L PL - 1 UP H O L S T E R E D SE A T B A C K FA B R I C W R A P P E D PA N E L , S E E E L E V A T I O N PA R T I T I O N A S SC H E D U L E D GIO T R A K F A B R I C W R A P P E D PA N E L , S E E E L E V A T I O N 4 A5 0 - 0 4 ST E E L A N G L E AN C H O R E D T O ME T A L S T U D FR A M I N G W I T H I N WA L L A N D FA S T E N E D T O SE A T M I L L W O R K AN D F L O O R SL A B GR I O T R A C K F A B R I C W R A P P E D P A N E L PR O V I D E O P E N I N G F O R D O W N L I G H T . CO N T R A C T O R T O P R O V I D E M O C K U P FO R A R C H T O R E V I E W EQ EQ 9 ' - 0 " CL 5 ' - 8 " 1 ' - 1 0 " 1 ' - 6 " 2 ' - 6 " 1" GR I O T R A C K FA B R I C W R A P P E D PA N E L , S E E EL E V A T I O N 1 1 / 4 " CO N C E A L E D S U P P O R T PA I N T E D T O M A T C H A N T I Q U E BR O N Z E OU T L E T C O O R D I N A T E W I T H EL E C T R I C A L D R A W I N G S AL I G N 1 A5 0 - 0 4 A5 0 - 0 4 3 GI O T R A K F A B R I C WR A P P E D P A N E L UP H O L S T E R E D S E A T BA C K B E Y O N D GI O T R A K F A B R I C WR A P P E D P A N E L AL I G N A -13 P A R I T I O N GI O T R A K F A B R I C WR A P P E D P A N E L IN S I D E C O R N E R DE T A I L 3 / 4 " 1 / 4 " 3 / 4 " PV C E D G E AL I G N W I T H C E L I N G A B O V E PL A S T I C L A M I N A T E (A B O V E ) 3 " PL A S T I C L A M I N A T E H O L D 3 " 1" FA B R I C A T E D 3 P I E C E E D G E BA N D I N G , A N D A D J A C E N T PA N E L . 3/ 4 " P L Y W O O D ON Z C L I P S PL - 1 PL - 1 PL - 1 UP H O L S T E R Y FA B R I C A N D UP H O L S T E R Y CU S H I O N 2 1 / 2 " +/ - 5 3 / 4 " GI O T R A C K I N S I D E CO R N E R E D G E PR O F I L E PV C E D G E NO T E : CO N T R A C T O R T O P R O V I D E A M O C K U P F O R AR C H I T E C T S A P P R O V A L NO B L A C K P L A S T I C L A M I N A T E E D G E S T O B E VI S I B L E . WD -1 FABRIC WRAPPED PANEL, SEE ELEVATION 1 1/4" 3 FORM COLOR TOP WITH 1/8" ROUNDED EDGES PA R T I T I O N AS S C H E D U L E D ECOTRAK FABRIC WRAPPED PANEL, SEE ELEVATION 6"6"GIOTRAK FABRIC WRAPPED PANEL 3"3'-0"EL + 11 -0" AFF F9 LIGHT AS SCHEDULED 9'-0"A51-019 PLASTIC LAMINATE BASE OVER MARINE GRADE PLYWOODCONTINUOUS F11, REFER TO ELECTRICAL DRAWINGS HOLD3"3"CL2'-4"BUTT JOINT PLASTIC LAMINATE WITH SOLID WOOD EDGES TO MATCH ALIGN 2'-6"9"6"3"PLASTIC LAMINATECONCEALED SUPPORT PAINTED TO MATCH ANTIQUE BRONZE 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 5 0 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -04INTERIOR DETAILS -SOCIAL STREET @ NOOKS 1 AND 2CheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 1 LO U N G E 1 S E C T I O N 3" = 1 ' - 0 " 2 LO U N G E N O O K D E T A I L 6" = 1 ' - 0 " 3 TY P I C A L N O O K D E T A I L 1 1/2" = 1'-0" 4 TYPICAL FLOATING TABLE DETAIL PL -1 NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 A5 0 - 1 0 5 PL - 1 MO S A I C T I L E W A L L P T - 4 (2 ) M E T A L A N C H O R B R A C K E T S @ E A C H B A S E C A B RE F E R T O E L E V A T I O N F O R P U L L T Y P E S SI N K W / R E A R D R A I N A N D F A U C E T A S S C H E D IN P L U M B I N G D R A W I N G S CO N T I N U O U S C L E A T S S E C U R E D T O BR A C I N G I N W A L L BA S E C A B I N E T , W / P L A S T I C L A M I N A T E F I N I S H AS I N D I C A T E D O N E L E V A T I O N S , BL A C K M E L A M I N E I N T E R I O R , T Y P . IN T E G R A L B A S E A T T A C H E D T O D O O R F O R WH E E L C H A I R A C C E S S . B A S E F I N I S H T O M A T C H CA B I N E T F A C E A S S C H E D , U . N . O . FL O O R F I N I S H C O N T I N U O U S U N D E R C A B I N E T S A S SC H E D CA B D O O R F I N I S H E D A S I N D I C A T E D . S E E E L E V A T I O N AD D I T I O N A L E L B O W A S S E M B L Y F R O M M C G U I R E 15 5 W C O F F S E T G R I D D R A I N . A L I G N P - T R A P TI G H T T O T H E W A L L A S S H O W N . I N S U L A T E D H. W . & D R A I N P I P E A S S C H E D U L E D AP R O N P A N E L F I N I S H E D T O M A T C H C A B I N E T F A C E CL E A R A N C E U N D E R S I N K T O C O M P L Y W I T H A D A AC C E S S I B I L I T Y G U I D E L I N E S F O R F R O N T WH E E L C H A I R A C C E S S . UN D E R - M O U N T E D S I N K , S E E P L U M B I N G DR A W I N G S F O R S P E C I F I C A T I O N . P R O V I D E 1 / 4 " OV E R L A P T O C O N C E A L C A U L K L I N E CO N T R A N T O R T O E N S U R E S I N K I S A D A CO M P L I A N T 6 " D E P T H M A X 2 1 / 2 " 3" CL E A R S I L E N C E R , T Y P . 3/ 4 " A D J U S T A B L E S H E L F O N SH E L F C L I P S FR E N C H C L E A T S SC H E D U L E D L I G H T F I X T U R E MA G N E T I C T O U C H L A T C H PL A S T I C L A M I N A T E F R O N T , B L A C K ME L A M I N E I N T E R I O R , T Y P . FI N G E R P U L L 1 ' - 6 " 1' - 2 " 2 ' - 1 0 " 3" 2 " WD -1 1 1 / 2 " CL 2' - 0 " A5 1 - 0 1 9 1 1 / 2 " CO N T I N U O U S F 1 1 , R E F E R T O EL E C T R I C A L D R A W I N G S 6 " 6" 3 1 / 2 " AD A C L E A R A N C E 9 ' - 0 " 2 ' - 0 " SE C U R E C A B I N E T T O B R A C I N G I N W A L L DO O R M O U N T E D P U L L O U T D R A W E R F O R RE C Y C L E / T R A S H B I N O N F U L L E X T E N S I O N EX T R A H E A V Y D U T Y D R A W E R G L I D E S . TR A S H O P E N I N G BA S E C A B I N E T , F I N I S H A S I N D I C A T E D O N EL E V A T I O N S BA S E F I N I S H T O M A T C H C A B I N E T F A C E U . O . N . SC H E D U L E D F L O O R F I N I S H T O B E E X T E N D E D BE L O W M I L L W O R K C A B I N E T , T Y P . CA B I N E T I N T E R I O R T O B E F I N I S H E D I N B L A C K ME L A M I N E O N A L L E X P O S E D S U R F A C E S . 3/ 4 " F I N I S H E D P L Y W O O D D R A W E R T O P W / FI N I S H E D C U T - O U T C O O R D I N A T E D W / S I Z E O F TR A S H B I N , 2' - 1 " M A X S E E E L E V A T I O N 2 ' - 1 0 " 3/ 4 " T H I C K , S S - 1 Q U A R T Z T O P , A S IN D I C A T E D O N E L E V A T I O N S 2 1 / 2 " CL E A R S I L E N C E R , T Y P . MO S A I C T I L E W A L L P O R C E L A I N T I L E 4 " MOSAIC TILE WALL PORCELAIN TILE 3/4" THICK, SS-1 QUARTZ TOP, AS INDICATED ON ELEVATIONS BASE MATERIAL TO MATCH CABINET FACE, TYP. 2'-1" MAX SEE ELEVATION 2'-10"SECURE CABINETS TO BRACING IN WALL7"2 1/2"TYP.1 1/2" 2" 2 1/2"1"3/4" ADJUSTABLE SHELF ON SHELF CLIPS, ON BLACK MELAMINE TYPICAL THROUGHOUT, UNO.3"1"CLEAR SILENCER, TYP.2'-10"A50-105 MAGNETIC TOUCH LATCHES, TYP 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 5 : 2 4 : 2 9 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -05INTERIOR DETAILS -SOCIAL STREET @ PANTRYCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 1 PA N T R Y S E C T I O N @ S I N K 1 1 / 2 " = 1 ' - 0 " 2 SE C T I O N A T P U L L O U T T R A S H D R A W E R 1 1 / 2 " = 1 ' - 0 " 3 SE C T I O N D E T A I L B A S E C A B I N E T W / 1 D R A W E R NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 CO R R I D I N A T E W / ME C H . 6" 3" H I G H D E N S I T Y F O A M C U S H I O N W/ 1 / 2 " F I B E R E F I L L W R A P . S E E EL E V A T I O N F O R U P H O L S T E R Y FA B R I C 3" H I G H D E N S I T Y F O A M CU S H I O N W / 1 / 2 " F I B E R E F I L L WR A P . S E E E L E V A T I O N F O R UP H O L S T E R Y F A B R I C ST E E L A N G L E A N C H O R E D T O ME T A L S T U D F R A M I N G W I T H I N WA L L A N D F A S T E N E D T O S E A T MI L L W O R K EC O T R A K F A B R I C W R A P P E D PA N E L , S E E E L E V A T I O N PA R T I T I O N S T O D E C K A B O V E 6" PL A S T I C LA M I N A T E 6 " 9 ' - 0 " 1 ' - 1 0 " 3 " 4 " 1 1 " PL A S T I C L A M I N A T E W I T H SO L I D W O D D E D G E T O M A T C H 1 ' - 6 " PL A S T I C L A M I N A T E W / S O L I D WO D D E D G E T O M A T C H 3 " 3"CL F9 L I G H T A S S C H E D U L E D EC O T R A K F A B R I C W R A P P E D P A N E L FA B R I C WR A P P E D PA N E L , S E E EL E V A T I O N EC O T R A K F A B R I C WR A P P E D P A N E L , SE E E L E V A T I O N PL - 3 B A S E WD -1 A5 1 - 0 1 9 CO N T I N U O U S F 1 1 W I T H LE N S E , R E F E R T O EL E C T R I C A L D R A W I N G S 2' - 0 " PL - 1 BU T T J O I N T GIO T R A K F A B R I C WR A P P E D P A N E L , SE E E L E V A T I O N 3 / 4 " 2"2"2"6"WOOD CEILING PL-1 6"9'-0"CONTINUOUS F11 WITH LENSE, REFER TO ELECTRICAL DRAWINGS 1"1"F9 LIGHT, CONTINOUS SEE SCHEDULE1'-6"1'-6"1'-6"1'-6"1'-6"1'-6"3"1"7"5 1/2"SOLID WOOD EDGE TO MATCH PLASTIC LAMINATE SOLID WOOD EDGE TO MATCH PLASTIC LAMINATEBUTT JOINT 3/4"1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 5 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -06INTERIOR DETAILS -SOCIAL STREEET @ BANQUETTE AND BOOKCASECheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 2 SO C I A L S T R E E T @ B A N Q U E T T E 1 1/2" = 1'-0"1 SOCIAL STREET @ BOOKCASENO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 RE V E A L FA B R I C W R A P P E D PA N E L , S E E EL E L V A T I O N F O R UP H O L S T E R Y FA B R I C W R A P P E D PA N E L , S E E EL E V A T I O N F O R UP H O L S T E R Y PL -1 UP H O L S T E R E D SE A T B A C K GIO T R A K F A B R I C WR A P P E D P A N E L , SE E E L E V A T I O N UP H O L S T E R E D SE A T 3" 6 " 9 ' - 0 " ST E E L A N G L E AN C H O R E D T O ME T A L S T U D FR A M I N G W I T H I N WA L L A N D FA S T E N E D T O SE A T M I L L W O R K PA R T I T I O N T O DE C K A B O V E PL - 1 1 ' - 3 " 4 " WD -1 EL + 1 1 -0" A F F AL I G N A50-105SS-1 PL A S T I C L A M I N A T E PL A S T I C L A M I N A T E PLASTIC LAMINATE 9'-6" 1' - 1 1 " 1'-6"1'-4"FINGER PULLS 2"CONTINUOUS F14, REFER TO ELECTRICAL DRAWINGS.CONTRACTOR TO MOCK UP LOCATION TO FINALIZE FINAL PLACEMENT OF F14 FROM EDGE OF CEILING 6" PL A S T I C LA M I N A T E 2 1 / 2 " PL - 3 BL A C K M E L A M I N E IN T E R I O R S , T Y P . 2'-10" RE F E R T O M E C H A N I C A L DR A W I N G S F O R S U P P L Y 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 6 : 2 4 : 1 4 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -07INTERIOR DETAILS -GAME LOUNGE AND BALLROOMCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 2 SO C I A L S T R E E T @ G A M E R O O M 1 1 / 2 " = 1 ' - 0 " 3 BA N Q U E T H A L L M I L L W O R K S E C T I O N NO.ISSUE DATEPERMIT SET 12.06.2018 3"2'-0"GIOTRAK FABRIC WRAPPED PANEL PROVIDE OPENING FOR DOWNLIGHT. CONTRACTOR TO PROVIDE MOCK UP FOR ARCH TO REVIEW PL -1PL-1 PL -1AWP-1 8"1'-6"7'-0"PARTITION AS SCHEDULED 1 -1/2" FINISHED FRAME BASE AS SCHEDULED, SEE FINISH PLAN3"UPHOLSTERED SEAT AD J U S T A B L E S H E L F W I T H ME T A L S H E L F S T A N D A R D S . BL A C K M E L A M I N E O V E R 3 / 4 " FI R E R A T E D P L Y W O O D 8 " B A S E 1 1 / 2 " 1 0 " SH I M / B L O C K I N G A S RE Q U I R E D DO O R L O C K MA N U F A C T U R E R : K N A P E & V O G T 98 6 K A 7 0 N P A N T I Q U E B R O N Z E SI Z E : 1 - 1 / 2 " W X 2 " L X 7 / 8 " T H I C K AL L L O C K S I N T H I S P R O J E C T T O BE K E Y E D A L I K E AW P -1 7 ' - 0 " 3" PA R T I T I O N A S SC H E D U L E D BA S E A S S C H E D U L E D , S E E FI N I S H P L A N LI G H T F I X T U R E A S SC H E D U L E D FL U S H I N S E T D O O R 1 -1/ 2 " F I N I S H E D F R A M E LI G H T F I X T U R E A S SC H E D U L E D OP E N C U B B Y 1/ 4 " T E M P R E D M I R R O R FU L L Y A D H E A R D T O 3 / 4 " M D F P A N E L SH O P F A B R I C A T E D 1/ 1 6 " C O M P R E S S I B L E F O A M I S O L A T I O N BE T W E E N C H A N N E L A N D M I R R O R . CO N T I N U O U S 3 / 4 " P L Y W O O D B L O C K I N G AL U M I N U M Z - C L I P S 1/ 4 " T H I C K A S S E M B L E D BO T T O M C L I P T O B E C O N T I N U O U S AN O D I Z E D A L U M I N U M A N G L E T R I M 1- 1 / 4 " x 1 - 1 / 4 " FA S T E N A N D A D H E A R E I N F I E L D CO N T I N U O U S A C R O S S M I R R O R J O I N T S CO N T I N U O U S 3 / 4 " P L Y W O O D B L O C K I N G AL U M I N U M Z - C L I P S 1/ 4 " T H I C K A S S E M B L E D BO T T O M C L I P T O B E C O N T I N U O U S AN O D I Z E D A L U M I N U M A N G L E T R I M 1- 1 / 4 " x 1 - 1 / 4 " FA S T E N A N D A D H E A R E I N F I E L D CO N T I N U O U S A C R O S S M I R R O R J O I N T S 8'' A F F B/ M I R R O R 7'- 0 " T/ M I R R O R WO O D B A S E T O MA T C H F L O O R WO O D F L O O R A S SC H E D U L E D CO N T I N U O U S F 9 LI G H T I N G F I X T U R E CO N T I N U O U S F 9 LI G H T I N G F I X T U R E 2 1 / 2 " AU X I L I A R Y C A R R I E R EL E C T R O N I C D R I V E UN I T E V E R Y 3 0 F T . CE I L I N G F A S T E N E R PA R T I T I O N A S S C H E D U L E D 4 1 / 2 " CE I L I N G A S SC H E D U L E D GIO T R A K F A B R I C WR A P P E D P A N E L , SE E E L E V A T I O N EL + 1 1 -8" A F F 2' - 1 0 1 / 2 " 3 " PA R T I T I O N T O D E C K PA R T I T I O N T O D E C K 1' - 1 0 1 / 2 " CE I L I N G W I T H AC O U S T I C A L PL A S T E R , T Y P . A N D LE D L I G H T A T CO V E . SU R F A C E T O B E S A N D E D S M O O T H AN D P A I N T E D F L A T W H I T E , T Y P . 1 ' - 0 " 3 " 1/ 6 " B E V E L E D A T B O T T O M ME C H A N I C A L S U P P L Y A N D R E T U R N RE F E R T O M E C H A N I C A L D R A W I N G S . 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 6 : 1 7 : 3 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -08INTERIOR DETAILS -FITNESS CENTER MILLWORKCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1/2" = 1'-0" 1 FITNESS CENTER NOOK 1 1 / 2 " = 1 ' - 0 " 2 FI T N E S S C E N T E R S T O R A G E 3" = 1 ' - 0 " 3 FI T N E S S M I R R O R S E C T I O N NO.ISSUE DATEPERMIT SET 12.06.2018 1 / 2 " PR O J E C T I O N 1/ 2 " SS -1 Q U A R T Z T O P 3 / 4 " CO N T I N U O U S E X T R A W I D E ED G E T O M A T C H P L -1 CO N T R A C T O R T O PR O V I D E M O C K U P SA M P L E TO H A V E L O C K . R E F E R T O SH E E T A 5 0 -02 AL I G N F A C E O F T V WI T H F A C E O F PA R T I T I O N SC R E E N A N D M O U N T I N G B R A C K E T CO O R D I N A T E B L O C K I N G A N D W I R I N G RE Q U I R E M E N T S W I T H E Q U I P M E N T PA I N T N I C H E T O M A T C H W A L L WI T H E Q U I P M E N T CO O R D I N A T E D I M E N S I O N CO O R D I N A T E N I C H E D E P T H W I T H EQ U I P M E N T EQ EQ 4 " DO O R G U I D E B E Y O N E TO P O F F I N I S H E D F L O O R SC H E D U L E D DO O R S RE M O V A B L E W O O D S T O P , PA I N T G R A D E P O P L A R T O MA T C H C E I L N G F I N I S H . CO O R D I N A T E W I T H AR C H I T E C T . SU P P O R T T O S T R U C T . BL O C K A N D S H I M A S RE Q ' D . MI N 2 - 1 / 2 " X 2 0 G A @ 1 6 " O C VE R T M T L S T U D S S O F F I T FR A M I N G , C O N T U P T O ST R U C MI N 2 - 1 / 2 " X 2 0 G A @ 4 8 " O C MT L S T U D L A T E R A L B R A C I N G CO N T U P T O S T R U C T U R E , AT T A C H T O V E R T M T L S T U D W/ M I N ( 2 ) # 8 S E L F T A P S M SC R E W S +/ - 2 ' - 7 " EL + 9 -0" A F F 9 1 / 2 " 1' - 0 " 2 " 1 / 2 " PL -3 B A S E T O M A T C H R E S T O F T H E E L V A T I O N 1 / 2 " 1" CO N T I N U O U S F 1 1 , R E F E R T O EL E C T R I C A L D R A W I N G S 6 " SC H E D U L E D D O O R S B E Y O N D SU P P O R T T O S T R U C T . BL O C K A N D S H I M A S RE Q ' D . RE M O V A B L E W O O D S T O P , P A I N T GR A D E P O P L A R T O M A T C H C E I L N G FI N I S H . C O O R D I N A T E W I T H AR C H I T E C T . TO P O F F I N SC H E D U L E D D O O R MI N 2 - 1 / 2 " X 2 0 G A @ 1 6 " O C VE R T M T L S T U D S S O F F I T FR A M I N G , C O N T U P T O ST R U C MI N 2 - 1 / 2 " X 2 0 G A @ 4 8 " O C M T L S T U D LA T E R A L B R A C I N G C O N T U P T O ST R U C T U R E , A T T A C H T O V E R T M T L ST U D W / M I N ( 2 ) # 8 S E L F T A P S M SC R E W S 1" 6 " CO N T I N U O U S F 1 1 , R E F E R T O EL E C T R I C A L D R A W I N G S 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 1 : 5 6 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -10INTERIOR DETAILSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 12 " = 1 ' - 0 " 5 FI N G E R P U L L T Y P I C A L D E T A L 1 1 / 2 " = 1 ' - 0 " 3 MO N I T O R N I C H E D E T A I L 3" = 1 ' - 0 " 4 SL I D I N G W O O D D O O R S ( O P E N P O S I T I O N ) 3" = 1 ' - 0 " 2 SL I D I N G W O O D D O O R S ( C L O S E D P O S I T I O N ) NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 PT -6 TI L E BA C K BO A R D 2' - 0 " SS -1 BE Y O N D 2 " SS -2 WA T E R F A L L A5 0 - 1 0 5 2 ' - 1 0 " AD J U S T A B L E SH E L V E S PL - 2 2 ' - 0 " 1 ' - 6 " TI L E B A C K BO A R D SS -1 BE Y O N D A5 0 - 2 0 3 GL A S S D I S P L A Y CA B I N E T W / AD J U S T A B L E S H E L V E S 3 ' - 6 " PT - 6 1 A5 0 - 2 0 2 A50-20 11 ' - 8 " 2 ' - 1 0 " A50-206 2'-10" 7' - 2 " 3'-0"1'-6" EQ . EQ . EQ . EQ . GLASS RETAIL DISPLAY BOX 1 ' - 2 " 1 0 " 2'-0" PL - 2 PL - 2 2 1/2" SS - 2 1 A50-20 2 A5 0 - 2 0 11 ' - 8 " RE T A I L D I S P L A Y B O X 2" 2" CL E A R T E M P R E D G L A S S D I S P L A Y C A B I N E T WI T H A D J U S T A B L E G L A S S S H E L V I N G . NO M E T A L F R A M I N G A R O U N D G L A S S D I S P L A Y 2 ' - 1 0 " SS-2 PT-6SS-2 SS - 2 PL A C E C A B I N E T O N T I L E M O D U L E PT -6 L E G E N D CO L O R : L A G O O N CO L O R : S P R I N G CO L O R : S T O N E I S L A N D CO L O R : P U R E S I L K GL A S S GL A S S 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 2 / 2 0 1 8 4 : 4 8 : 2 4 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -20INTERIOR DETAILS -KIOSKCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1 / 2 " = 1 ' - 0 " 1 PO I N T O F S A L E M I L L W O R K S E C T I O N 1 1 / 2 " = 1 ' - 0 " 2 RE T A I L D I S P L A Y B O X M I L L W O R K 1 1 / 2 " = 1 ' - 0 " 4 PO I N T O F S A L E B A C K E L E V A T I O N 1 1 / 2 " = 1 ' - 0 " 5 PO I N T O F S A L E F R O N T E L E V A T I O N 6" = 1 ' - 0 " 3 JO I N T D E T A I L 6" = 1 ' - 0 " 6 SH E L F J O I N T D E T A I L NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 BA S E C A B I N E T , E X T E R I O R FI N I S H I N D I C A T E D O N ELEVATIONS FL F I N I S H A S S C H E D . CO U N T E R T O P A S SCHED. WD -3 , E A S E D E D G E S , S A N D E D S M O O T H , MA T T E , Z E R O V O C C L E A R P O L Y U R A T H A N E PL Y W O O D F I N S , S E E A X O N 3 / A 5 0 -21 3F O R M S H E L V E S , S E E DE T A I L 4 / A 5 0 -21 3/ 4 " P L Y W O O D A D J S H E L F , FI N I S H E D I N P L -2 ON ALL EX P O S E D S U R F A C E S A5 0 - 1 0 5 CA B I N E T I N T E R I O R TO B E F I N I S H E D I N PL -2, TYP. V I F EX I S T I N G B E A M A/ C D U C T P A S S T H R O U G H , S E E MECH DWGS 14'-5"1'-4"1'-4"1'-4"2'-8"TILE BACKER BOARDWALL TILE AS INDICATED ON ELEVATIONS 3/4" WOOD SHELF TYP, PL -1 ON ALL VISIBLE SIDESRAKKS SUSPENDED WOOD SHELF BRACKET11"RAKKS SUSPENDED WOOD SHELF BRACKET, INSTALL PER MANUFACTURER'S SPECIFICATIONS K I T C H E N E Q U I P M E N T N O T S H O W N F O R C L A R I T Y EA S E D E D G E S , S A N D E D S M O O T H , MA T T E , Z E R O V O C C L E A R PO L Y U R A T H A N E P L Y W O O D F I N S TH R O U G H C O L O R 3 F O R M 3 / 8 " S H E L F , EA S E D E D G E , N O N D I R E C T I O N A L S A T I N FI N I S H O N A L L E D G E S PR O V I D E C O U N T E R S U N K ST A I N L E S S S T E E L S C R E W S A S R E Q . NO T C H P L Y W O O D F I N S T O RE C E I V E S H E L F 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 2 / 2 0 1 8 4 : 4 8 : 2 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A50 -21INTERIOR DETAILS -KIOSKCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1" = 1 ' - 0 " 1 KI O S K B A C K W A L L S E C T I O N 1" = 1'-0"2 RETAIL SHELVES SECTION 3 KI O S K F I N S A X O N 4 KI O S K F I N S D E T A I L NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 1'-0"1'-0"A51-018 A51-019STRUCTURAL FLOOR D3 1 D11D11EXISTING STOREFRONT DRYWALL FURRING OVER EXISTING BEAMGYP CLNG AS SCHED, SEE RCP FOR CEILING HEIGHTS SU S P E N S I O N W I R E S A S R E Q U I R E D FI X T U R E F 3 A S SC H E D U L E D WD -1 S L O P E D W O O D C E I L I N G , H I G H PO I N T S H O W N A T 1 3 ' -0" , L O W P O I N T AT 1 1 ' -0" S E E , S H E E T A 4 5 -06 WD -1 H D L I N E A R C A R R I E R A5 1 - 0 1 4 HI G H P O I N T 13 ' -0" A F F MOTORIZED PROJECTION SCREEN 1' - 0 " MOTORIZED DUAL DRAPERY TRACK BY (LUTRON)ELECTRONIC DRIVE UNIT CONCEALED ON CEALING WITH 30'-0" MAX. PROVIDE ACCESS PANELS TO EACH UNIT. 5 1/2"CEILING FASTENER3/8" THREADED ROD ANCHORED TO STRUCTURE ABOVE SCHEDULED RECESSED PROJECTION SCREEN 9"EXISTING FIRE MAIN TO REMAIN. NEW FIRE EXTINGUISHER HEAD 10 1/2" 1 ' - 7 1 / 2 " 2'-10"1'-8 1/2" 1' - 4 1 / 2 " WI R I N G C O M P A R T M E N T HA N G I N G H A R D W A R E T O ST R U C T U R E A B O V E A S R E Q . WD -1 W O O D C E I L I N G P L A N K S AP P L I E D T O L I N E A R C A R R I E R WI T H I N T E G R A L C L I P S WD -1 T O C O N C E A L F L A N G E S , T Y P . FI X T U R E O P E N E N I N G T O B E CO O R D I N A T I N A T E D S O I T M A T C H E D WD -1 W I D T H HO U S I N G E N D F L A N G E F O R E N D P L A T E OR C O N T I N U O U S F I X T U R E R U N S SU S P E N S I O N W I R E S A N D T I E S A S R E Q . EQ WD -1 H D L I N E A R C A R R I E R LI N E A R B L A C K A C O U S T I C A L FL E E C E , T Y P B E T W E E N P L A N K S EQ 1" EXTERIOR CONTINUOUS ANGLE CLIP AT METAL STUD1/2" SEALANT CAULK JOINT W/ BACKER ROD PA R T I T I O N T O ST R U C T U R A L DE C K A B O V E SEE RCP FOR COVE SPACING AND LIGHT FIXTURE SCHEDULEALIGN B.O. SUSPENDED WD -1 CEILING SEE RCPB.O. EXISTING HEADER MULLION SE E M E C H A N I C A L DW G S AR M S T R O N G G R I D #5 3 7 0 AR M S T R O N G BR A C K E T #B A C G 9 0 A EX T R U D E D A N G L E SH E L F EL 11"-0" AFFARMSTRONG EXPOSED CUT ENDS TO BE FIELD PAINTED BLACK. TYP.1'-0"1'-0"CONTINUOUS F14, REFER TO ELECTRICAL DRAWINGS.CONTRACTOR TO MOCK UP LOCATION TO FINALIZE FINAL PLACEMENT OF F14 FROM EDGE OF CEILING RE F E R T P S O C I A L ST R E E L E L E V A T I O N S AN D D E T A I L S ON P A G E 4 5 -01 EL + 9 ' -0" A F F AR M S T R O N G G R I D N O # 5 3 7 0 ( 1 2 ' HD L I N E A R C A R R I E R S CO N C E A L E D W / I N T E G R A L C L I P S ) , TY P . RE F E R T O M E C H A N I C A L DR A W I N G S 9/ 1 6 " A R M S T R O N G W I D E FL A N G E # 7 8 0 4 B L 1/ 2 " HO L D 6" CO N T I N U O U S F 1 1 W I T H LE N S E , R E F E R T O EL E C T R I C A L D R A W I N G S EL + 1 1 -0" A F F PA R T I T I O N T O D E C K RE C E S S E D E X I T S I G N NE W D R Y W A L L F U R R I N G O V E R EX I S T I N G B E A M SL O P I N G D R Y W A L L SO F F I T O N M E T A L S T U D FR A M I N G , S E E R C P WD -1 H I G H P O I N T , S E E R C P DR Y W A L L C E I L I N G A R O U N D PE R I M E T E R , T Y P . EX I S T I N G F I R E M A I N T O R E M A I N TR A N S L U C E N T G R A P H I C F I L M OV E R G L A S S T O C O N C E L F I R E MA I N P I P E . F I L M A P P L I E D T O T H E IN T E R I O R O F T H E G L A S S BO T T O M O F E X I S T I N G B E A M W I T H NE W D R Y W A L L F U R R I N G A L L S I D E S CO N T I N U O U S F 1 4 , R E F E R T O EL E C T R I C A L D R A W I N G S , CO N T R A C T O R T O M O C K U P LI G H T T O F I N A L I Z E S P A C I N G FR O M T H E E D G E PR O V I D E C O N T I N U O U S CO R N E R B E A D A N D B A C K E R RO D A T A L L O U T S I D E CO R N E R S , T Y P AN G L E T O S U S P E N D S U F F I T A& M H A R D W A R E C 9 B R A C K E T IN W H I T E 1 6 " O . C AN G L E D B R A C I N G T O UN D E R S I D E O F S L A B A S R E Q . DR Y W A L L C E I L I N G A R O U N D PE R I M E T E R , T Y P . 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 2 : 0 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A51 -01CEILING DETAILSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 2 " = 1 ' - 0 " 2 CE I L I N G L I G H T C O V E A T S O C I A L S T R E E T S T O R E F R O N T 1 1 / 2 " = 1 ' - 0 " 3 CE I L I N G C O V E A T B A N Q U E T T E H A L L N O R T H P E R I M E T E R 3" = 1 ' - 0 " 4 F3 A T B A N Q U E T T E H A L L 1 1 / 2 " = 1 ' - 0 " 8 SO C I A L S T R E E T @ S T O R E F R O N T 1 1 / 2 " = 1 ' - 0 " 9 SO C I A L S T R E E T @ M I L L W O R K NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 B/ FIN. CLG AFF ACOUSTIC CEILING TILE AND GRID 1/2" WIDE SHADOW MOLD REVEAL WALL TRIM, TYPICAL.NOTE: SEE RCP'S FOR 1" OPEN SPACE FOR RETURN AIR PLENUM SYSTEM FACE OF FINISHED WALLVERTICAL HANGER WIRES CONTINUE UP TO STRUCTUREB/ FIN. CEILING SEE RCP.CEILING FRAMING 1/2" WIDE SHADOW MOLD REVEAL WALL TRIM, TYPICAL.NOTE: SEE RCP'S FOR 1" OPEN SPACE FOR RETURN AIR PLENUM SYSTEM ACOUSTIC CEILING TILE AND GRIDMIN 2 -1/2" X 20GA @ 16" OC VERT MTL STUDS SOFFIT FRAMING, CONT UP TO STRUC VERTICAL HANGER WIRES CONTINUE UP TO STRUCTURESEE PARTITION TYPES FOR LOCATIONS WHERE GWB EXTENDS TO UNDERSIDE OF DECK 6" AU X I L I A R Y C A R R I E R CE I L I N G F A S T E N E R PA R T I T I O N A S S C H E D U L E D 2 1 /2 " 20 G A U G E M E T A L A N G L E & S T U D S A T CA N T I L E V E R E D P O R T I O N : O V E R L A P & EX T E N D 1 2 " P A S T H E A D E R . 1 2 " O . C . 1/ 2 " T K G W B LE V E L 5 F I N I S H 20 G A U G E M T L . 2 1 / 2 " S T U D F R A M E CO N S T R U C T I O N P R O V I D E F . R . B L O C K I N G AT C O N N E C T I O N S A S R E Q U I R E D LE V E L 5 F I N I S H T H R O U G H O U T . T A P E A N D SP A C K L E T O E D G E O F F I X T U R E . S E E LI G H T I N G S P E C S . L I G H T F I X T U R T E T O HA V E A C A P A T E N D S . EX T E N D T O S T R U C T U R E AB O V E 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 6 : 1 3 : 3 7 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A51 -02CEILING DETAILSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3" = 1'-0"1 ACT TO WALL TRANSITION3" = 1'-0"2 GYP BD TO ACT TRANSITION 3" = 1 ' - 0 " 3 CU R T A I N P O C K E T D E T A I L A T F I T N E S S C E N T E R NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 1 1 / 2 " = 1 ' - 0 " 4 FI T N E S S C E N T E R C E I L I N G D E T A I L TI L E E D G E P R O T E C T I O N , S C H U L E R IN D E C I N A N O D I Z E D A L U M I N U M . PR O V I D E M I T E R E D C U T O F T H E T R I M WH E N T H E T R I M T R A N S I T I O N S F R O M HO R I Z O N T A L T O V E R T I C A L A T T H E BA S E E N D . PO R C E L A I N W A L L T I L E , R E F E R T O FI N I S H F L O O R P L A N . EP O X Y G R O U T A S S C H E D U L E D . TH I N S E T M O R T A R ( T Y P . ) NE W W A T E R P R O O F M E M B R A N E @ S U B S T R A T E ( T Y P ) PO R C E L A I N W A L L T I L E , R E F E R T O FI N I S H F L O O R P L A N . EX T R U D E D A L U M I N U M H E A V Y DU T Y C O R N E R ; F R Y R E G L E T DM C T -37 5 FI N I S H E D T O M A T C H AD J A C E N T W A L L F I N I S H TA P E A N D S A N D E D F I E L D SE A M L E S S J O I N T O N C O R N E R GU A R D 5/ 8 " G W B O V E R GA L V M T L S T U D S RE F E R T O PA R T I T I O N T Y P E S WA L L C O V E R I N G O R P A I N T FI N I S H A S S C H E D U L E D FL O O R A S SC H E D U L E D . R E F E R TO F I N I S H P L A N S SC H L U T E R FL O O R A S S C H E D U L E D . RE F E R T O F I N I S H P L A N S DO O R A S S C H E D U L E D EQ EQ FL O O R T E R R A Z Z O A S S C H E D U L E D . RE F E R T O F I N I S H P L A N S SC H L U T E R S C H I E N E I N A N T I Q U E B R O N Z E FL O O R T I L E A S SC H E D U L E D . R E F E R T O FI N I S H P L A N S DO O R A S S C H E D U L E D EQ EQ CA R P E T O V E R LE V E L I N G C O M P O U N D S. S . S C H L U T E R -RE N O -TK TR A N S I T I O N S T R I P I N AN T I Q U E B R O N Z E DO O R A S S C H E D U L E D 1 3 / 4 " FL O O R T E R R A Z Z O A S SC H E D U L E D . R E F E R T O FI N I S H P L A N S ED G E B A N D I N G T O M A T C H P L A S T I C L A M I N A T E CO L O R . R E F E R T O F I N I S H S C H E D U L E . MIL L W O R K O N Z C L I P S W I T H P L A S T I C L A M I N A T E F I N I S H AT T A C H E D ; A L L V I S I B L E E D G E S O F P L A N K S Y S T E M T O BE F I N I S H E D W I T H E D G E B A N D I N G GA L V M T L S T U D S ; R E F E R T O P A R T I T I O N T Y P E S . FL O O R T E R R A Z Z O A S S C H E D U L E D . RE F E R T O F I N I S H P L A N S SC H L U T E R S C H I E N E I N A N T I Q U E B R O N Z E WO O D A S S C H E D U L E D . RE F E R T O F I N I S H P L A N S DO O R A S S C H E D U L E D EQ EQ FL O O R T E R R A Z Z O A S S C H E D U L E D . RE F E R T O F I N I S H P L A N S SC H L U T E R S C H I E N E I N A N T I Q U E B R O N Z E PO L I S H E D C O N C R E T E DO O R A S S C H E D U L E D EQ EQ SCHEDULED FLOORINGPARTITION AS SCHEDULED MILLWORK WITH PLASTIC LAMINATE Z CLIPS 2 1/2"PL -3 ANTIQUE BRUSHED METAL ST A I N L E S S S T E E L B A S E (N O N -DI R E C T I O N A L ) SC H E D U L E D FL O O R I N G LE V E L 5 G W B F I N I S H BE H I N D W A L L CO V E R I N G , T Y P . WA L L C O V E R I N G A S SC H E D U L E D 2 1 / 2 " MI L W O R K R E V E A L O U T S I D E C O R N E R FR Y R E G L E T M W R O S C 1 0 0 I N D A R K BR O N Z E F I N I S H MI L L W O R K W I T H P L A S T I C LA M I N A T E Z C L I P S SCHEDULED CARPET NEW CONCRETE SLAB NE W T E R R A Z O FL O O R I N G V. I . F . WI D T H T O M A T C H EX P O S E D E X I S T I N G CO N C R E T E S L A B W I D T H . HE I G H T T O M A T C H MU L L T I O N H E I G H T NE W C O N C R E T E SL A B EX I S T I N G C O N C R E T E BE L O W S T O R E F R O N T ST A I N L E S S S T E E L B A S E (N O N -DI R E C T I O N A L ) SC H E D U L E D FL O O R I N G PA R T I T I O N A S SC H E D U L E D 1" A W P 2 1 / 2 " SCHEDULED FLOORINGPARTITION AS SCHEDULED MILLWORK WITH PLASTIC LAMINATE Z CLIPS 3/4"PL -3 ANTIQUE BRUSHED METAL PL -3 ANTIQUE BRUSHED METAL 3/4" FROM FACE OF PL -1 ON ALL SIDES, TYP. 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 2 : 0 4 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A52 -01INTERIOR DETAILS -BASES, TRANSITIONS AND WALL PROTECTIONCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 6" = 1 ' - 0 " 14 CO R N E R G U A R D C G - 3 @ R E S T R O O M WA L L S , T Y P 12 " = 1 ' - 0 " 12 CO R N E R G U A R D - C G - 1 @ W A L L CO V E R I N G A N D P A I N T E D W A L L S 12 " = 1 ' - 0 " 4 TR A N S I T I O N D E T A I L - T I L E T O T I L E 12 " = 1 ' - 0 " 9 TR A N S I T I O N D E T A I L - T E R R A Z O T O T I L E 12 " = 1 ' - 0 " 10 TR A N S I T I O N D E T A I L - T E R R A Z O T O C A R P E T 3" = 1 ' - 0 " 13 CO R N E R G U A R D C G - 2 E D G E B A N D I N G @ P L - X M I L L W O R K , T Y P . 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 12 " = 1 ' - 0 " 11 TR A N S I T I O N D E T A I L - T E R R A Z O T O W O O D 12 " = 1 ' - 0 " 8 TR A N S I T I O N D E T A I L - T E R R A Z O T O PO L I S H E D C O N C R E T E 6" = 1'-0"2 PL-3 BASE @ MILLWORK PANTRY 6" = 1 ' - 0 " 6 MB - 2 M E T A L B A S E @ W A L L C O V E R I N G 6" = 1 ' - 0 " 15 CO R N E R G U A R D C G - 4 @ B A C K WA L L W A Y , T Y P . 3" = 1'-0"3 CARPET TO PERIMETER STOREFRONT 3" = 1 ' - 0 " 7 MB - 1 @ P E R I M E T E R S T O R E F R O N T 6" = 1 ' - 0 " 5 MB - 2 M E T A L B A S E @ A W P 6" = 1'-0"1 PL-3 BASE @ MILLWORK, TYPICALNO.ISSUE DATEPERMIT SET 12.06.2018 DECK CLAMPDECK PLATE CLAMP RINGSBS MODIFIED BITUMEN ROOFIND SYSTEM BUILD UP ROOF INSULATION R-19DRAIN B9OLTS MEMBRANE EXTEND 1 1/2" BEYOND EXISTING CONCRETE SLABEXISTING DRAIN TO REMAIN IF POSSIBLE N E W C O N S T R U C T I O N 3 ' - 9 " E X I S T I N G 1 ' - 3 " 5 ' - 0 " 1/ 4 " / 1 ' -0" T O D R A I N LO W W A L L W I T H LI G H T L Y T E X T U R E D ST U C C O F I N I S H ( T Y P . ) SE E S T R U C T U R E DR A W I N G S FL A S H I N G 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 2 : 0 5 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A53 -01EXTERIOR DETAILSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1 1/2" = 1'-0"1 DTL-EXT-ROOF DRAIN 1/ 2 " = 1 ' - 0 " 2 PA R A P E T S E C T I O N NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 A1 1 5/ 8 " G Y P B D , 1 L A Y E R E A S I D E ST L S T U D S AC O U S T I C I N S U L W H E R E S C H E D U L E D A 1- H R R A T E D W I T H G Y P B D TO S T R U C T U R E A B O V E NO N - R A T E D W I T H G Y P B D TO S T R U C T U R E A B O V E NO N - R A T E D W I T H G Y P B D TO 6 " A B O V E C E I L I N G NO N - R A T E D W I T H S T U D S & G Y P B D TO F I N I S H E D C E I L I N G PA R T I A L H E I G H T P A R T I T I O N . S E E F L O O R PL A N S F O R H E I G H T S . N O T E 1 . ST U D S I Z E BA S I C P A R T I T I O N T H I C K N E S S AC O U S T I C A L I N S U L A T I O N T H I C K N E S S AC O U S T I C A L T E S T N U M B E R FI R E T E S T N U M B E R ( W H E R E A P P L I C A B L E ) NO T E : 1. R E F E R T O 1 3 / A 6 1 - 5 0 F O R P A R T I A L H E I G H T P A R T I T I O N DE T A I L . 2. R E F E R T O 0 4 / A 6 1 - 5 0 F O R F L O O R D E T A I L . 3. S T C I S P R E D I C T E D U S I N G T H E " I N S U L " C O M P U T E R P R O G RA M . 4. S T C I S M O D I F I E D F R O M T H E R E F E R E N C E . 5. S T C I S B A S E D O N 0 . 0 1 8 " T H I C K ( 2 5 G A ) S T U D S 6. W H E R E A N * N E X T T O T H E P A R T I T I O N T A G , P R O V I D E 3 / 4" P L Y W O O D B E H I N D T H E G Y P B D O N T H E S T O R E R O O M S I D E . C1010.10-4A A1 _ S T C A1 2 A1 3 A1 4 A2 1 A2 2 A2 3 A2 4 A2 0 39 4 6 46 2 1 / 2 " 3 3 / 4 " - SI M U S G 86 0 8 0 8 - 2 1 / 2 " 3 3 / 4 " 2" SI M S A 83 1 0 0 1 UL D E S U4 1 9 A2 _ S T C A3 1 A3 2 A3 3 A3 4 A3 0 3939 3 5 / 8 " 4 7 / 8 " - SI M U S G 86 0 8 0 8 UL D E S U4 6 5 A3 _ S T C A4 1 A4 2 A4 3 A4 4 A4 0 4747 3 5 / 8 " 4 7 / 8 " 3" SI M U S G 87 0 7 1 7 UL D E S U4 6 5 A4 _ S T C A5 1 A5 2 A5 3 A5 4 A5 0 3939 4" 5 1 / 4 " - SI M U S G 86 0 8 0 8 UL D E S U4 6 5 A5 _ S T C A6 1 A6 2 A6 3 A6 4 A6 0 4747 4" 5 1 / 4 " 3" SI M S A 87 0 7 1 7 UL D E S U465 A6 _ STC A71 A72 A73 A74A704040 6"7 1/4"-SIM USG 860808 NOTE 3 UL DES U465A7_STC A81 A82 A83 A84A804848 6"7 1/4"5 1/2"SIM USG 870717 NOTE 4 UL DES U465A8_STC * * HEADDETAIL NO 01/A61-50 01/A61-50 SIM 02/A61-50 03/A61-50 1/A61-51 BA S I C P A R T I T I O N T H I C K N E S S C1 1 5/ 8 " G Y P B D , 2 L A Y E R S E A S I D E ST L S T U D S AC O U S T I C I N S U L W H E R E S C H E D U L E D C 2- H R R A T E D W I T H G Y P B D TO S T R U C T U R E A B O V E NO N - R A T E D W I T H G Y P B D TO S T R U C T U R E A B O V E ST U D S I Z E BA S I C P A R T I T I O N T H I C K N E S S AC O U S T I C A L I N S U L A T I O N T H I C K N E S S AC O U S T I C A L T E S T N U M B E R FI R E T E S T N U M B E R ( W H E R E A P P L I C A B L E ) NO T E : 1. R E F E R T O 2 / A 6 1 - 5 0 F O R P L A C E M E N T O F A C O U S T I C A L S E AL A N T A T F L O O R I N A 4 - L A Y E R E D P A R T I T I O N . 2. S T C I S M O D I F I E D F R O M T H E R E F E R E N C E . 3. S T C I S P R E D I C T E D U S I N G T H E " I N S U L " C O M P U T E R P R O G R AM . 4. S T C I S B A S E D O N 0 . 0 1 8 " T H I C K ( 2 5 G A ) S T U D S . C1 0 1 0 . 1 0 - 4 C C1 _ S T C C2 1 C2 0 49 5 5 55 2 1 / 2 " 5"- SI M B B N 77 0 4 0 8 UL D E S U4 1 1 2 1 / 2 " 5"2" SI M U S G 84 0 8 1 8 NO T E 2 UL D E S U4 1 1 C2 _ S T C C3 1 C3 0 4848 3 5 / 8 " 6 1 / 8 " - SI M B B N 77 0 4 0 8 UL D E S U4 1 1 C3 _ S T C C4 1 C4 0 5757 3 5 / 8 " 6 1 / 8 " 3" SI M U S G 84 0 8 1 8 UL D E S U4 1 1 C4 _ S T C C5 1 C5 0 4848 4" 6 1 / 2 " - SI M B B N 77 0 4 0 8 UL D E S U4 1 1 C5 _ S T C C6 1 C6 0 5757 4" 6 1 / 2 " 3" SI M U S G 84 0 8 1 8 UL D E S U4 1 1 C6 _ S T C C7 1 C7 0 5050 6" 8 1 / 2 " - SI M B B N 77 0 4 0 8 NO T E 3 UL D E S U4 1 1 C7 _ S T C C8 1 C8 0 5858 6" 8 1 / 2 " 5 1 / 2 " SI M U S G 84 0 8 1 8 NO T E 3 UL D E S U4 1 1 C8 _ S T C H E A D DE T A I L N O 01 / A 6 1 - 5 0 SI M 01 / A 6 1 - 5 0 SI M BA S I C P A R T I T I O N T H I C K N E S S C1 0 4 9 D1 3 5/ 8 " G Y P B D , 2 L A Y E R S E A S I D E ST L S T U D S AC O U S T I C I N S U L W H E R E S C H E D U L E D D NO N - R A T E D W I T H G Y P B D TO S T R U C T U R E A B O V E NO N - R A T E D W I T H S T U D S & G Y P B D TO F I N I S H E D C E I L I N G ST U D S I Z E BA S I C P A R T I T I O N T H I C K N E S S AC O U S T I C A L I N S U L A T I O N T H I C K N E S S AC O U S T I C A L T E S T N U M B E R NO T E : 1. S T C ' S A R E P R E D I C T E D U S I N G T H E " I N S U L " C O M P U T E R P RO G R A M . 2. S T C ' S A R E B A S E D O N 0 . 0 1 8 " T H I C K ( 2 5 G A ) S T U D S . 3. R E F E R T O 2 0 / A 6 1 - 5 0 F O R B R A C I N G . C1 0 1 0 . 1 0 - 4 D D1 _ S T C D2 3 D2 1 29 2 1 / 2 " 3 1 / 8 " - NO T E 1 2 1 / 2 " 3 1 / 8 " 2" D2 _ S T C D3 3 D3 1 27 3 5 / 8 " 4 1 / 4 " - D3 _ S T C D4 3 D4 1 30 3 5 / 8 " 4 1 / 4 " 3" D4 _ S T C D5 3 D5 1 27 4" 4 5 / 8 " - D5 _ S T C D6 3 D6 1 30 4" 4 5 / 8 " 3" D6 _ S T C D7 3 D7 1 27 6" 6 5 / 8 " - D7 _ S T C D8 3 D8 1 31 6" 6 5 / 8 " 5 1 / 2 " D8 _ S T C H E A D DE T A I L N O 01 / A 6 1 - 5 0 SI M 03 / A 6 1 - 5 0 SI M D1 1 2 7 NO T E 1 N O T E 1 N O T E 1 N O T E 1 N O T E 1 N O T E 1 N O T E 1 D9 3 D9 1 26 1 1 / 2 " 2 1 / 8 " 1" D9 _ S T C NO T E 1 NO N - R A T E D W I T H G Y P B D TO 6 " A B O V E C E I L I N G D2 2 D 3 2 D 4 2 D 5 2 D 6 2 D 7 2 D 8 2 02 / A 6 1 - 5 0 SI M D1 2 D9 2 BA S I C P A R T I T I O N T H I C K N E S S ALL ACOUSTICALLY CLASSED PARTITIONS SHALL BE CONSTR UCTED IN ACCORDANCE TO THE REFERENCED TEST.SEAL PARTITIONS AIR TIGHT AT FLOORS, SIDES, AND CEI LINGS ON BOTH SIDES WITH NON-HARDENING ACOUSTICAL SEALANT IN ACCO RDANCE WITH REFERENCED TEST.AVOID COMPRESSING ACOUSTICAL BATT INSULATION AT BLO CKING AND RECESSED ITEMS IN ACOUSTIC RATED WALLS REFER TO DETAILS 9, 10, 11, AND 12 ON SHEET A61-50 FOR PARTITION TYPES WITH A DESIGNATED STC RATING.SEAL ALL WALL INTERSECTIONS AND CONTROL JOINTS AT A COUSTICALLY CLASSED PARTITIONS IN ACCORDANCE WITH DETAIL 12/61-50.SEAL ALL CONDUIT, STRUCTURAL, DUCT AND LARGE PIPE P ENETRATIONS ACCORDING TO 9/A61-50 UNLESS THE PARTITION IS ALSO FIRE RATED WHERE THE CODE COMPLIANCE DETAILS ON THE G02 SERIES SHOUL D BE REFERENCED.OUTLETS ON OPPOSITE SIDES OF ACOUSTICALLY CLASSED P ARTITIONS SHOULD BE SEPARATED BY A MINIMUM OF ONE STUD. SEAL OUTLETS IN ACCORDANCE WITH 10/A61-50 UNLESS THE PARTITION IS F IRE RATED. IF THE PARTITION IS FIRE RATED THEN REFER TO A02 SERIES, "CODE COMPLIANCE DETAILS."ALL BOXES REQUIRED TO BE ACOUSTICALLY SEALED SHALL BE SEALED PRIOR TO CLOSING IN PARTITIONS AND INSTALLING DEVIC ES AND COVER PLATES. VERIFY COMPLIANCE WITH STC#.PARTITION TYPES GENERAL NOTES 1.2.3.4.5.6.FIRE RATED PARITIONSREFER TO FLOOR PLAN SERIES A11 FOR LOCATION OF PART ITION TYPES. ALL PARTITIONS ARE TYPE " ?XX " UNLESS NOTED OTHERWISE. NOT ALL PARTITION TYPES SHOWN ARE UTILIZED.PARTITION TYPE TAG (AS SHOWN ON PLANS IN A11 SERIES)REFER TO A13 SERIES FOR FINAL FINISHES ON PARTITION S. PARTITION TYPES IN CHARTS REFER TO BASE WALL ONLY.WHEN BLOCKING REQUIRED IN A PARTITION, USE A MINIMU M .033" (20 GA) STUD."LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF THE PARTITION DETAIL DOES NOT INDICATE THE EXACT CONSTR UCTION CONDITION. REFER TO G02 SERIES "CODE COMPLIANCE DE TAILS" FOR ADDITIONAL INFORMATION CONCERNING RATED PARTITIONS.ISOLATE NON-LOAD BEARING FRAMING FROM STRUCTURAL EL EMENTS TO PREVENT THE TRANSFER OF LOAD TO PARTITION FRAMING. STOP STUDS 3/4" BELOW CEILING RUNNER (TOP TRACK) TO ALLOW FOR VERTI CAL EXPANSION. SET TOP TRACK 1" BELOW DEFLECTION CHANNEL. DO NOT ATTACH STUDS TO TOP TRACK. DO NOT ATTACH GYPSUM BOARD TO THE DEFLE CTION TRACK. THIS MAY ALSO BE ACHIEVED, AT THE CONTRACTO R'S OPTION, BY UTILIZING THE PROPRIETARY SYSTEM DESCRIBED IN THE S PECIFICATIONS. REF 01/A8102 REFER TO A62 SERIES FOR NOTES REGARDING STUDS AT OP ENINGS.1.2.ACOUSTICAL (THE FOLLOWING NOTES APPLY TO ALL PARTITIONS DESIG NATED TO HAVE A SOUND TRANSMISSION CLASS (STC) RATING ON THE PARTITION CHARTS.)REFER TO G02 SERIES "CODE COMPLIANCE DETAILS" FOR A DDITIONAL INFORMATION ON PENETRATIONS THRU RATED PARTITIONS, FIRE RESISTANT JOINT SYSTEMS, DEFLECTION CHANNEL AT NON-BEARING PA RTITIONS CONNECTION TO STRUCTURE AND WALL PRIORITY.CONSTRUCT RATED PARTITIONS BEFORE NON-RATED RE:1.2.3.4.5.6.7.8.1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 2 : 0 6 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A61 -01INTERIOR PARTITION TYPE CHARTSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 METAL CLOSURE WHERE REQUIRED FOR STUD SUPPORT LINE OF STRUCTURE DEFLECTION SPACE DEFLECTION TRACK CEILING RUNNER SOUND ATTENUATION BATTS (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO STRUCTURE ABOVEFIRE-RESISTIVE JOINT SYSTEM 5/8" GYP BD EACH SIDE 1" MAX AIR SPACE 1/2" MIN AIR SPACE STEEL STUDS (PER PARTITION TYPE)NOTES:1. REFER TO "SLIP TRACK AT RATED PARTITION" FOR ADDITIONAL DETAIL NOTES.2. CONTRACTOR TO COMPLY WITH DETAIL SHOWN OR USE PROPRIETARY S YSTEM AS DESCRIBED IN THE SPECIFICATIONS.3. U419 - 1 - H R R A T E D S T U D S T O B E C U T 3 / 8 " T O 3 / 4 " L E S S T H A N ASSEMBLY HEIGHT.1"(EA SIDE)1" GAP (EA SIDE)4" OVERLAPSLIP TRACK WITH 1" EXPANSION AT STRUCTURE SOUND ATTENUATION BATTS WHERE LOCATED ON REFLECTED CEILING PLAN SCHEDULED CEILING SOUND ATTENUATION BATTS (THICKNESS PER PARTITION TYPE)EXTEND FROM FLOOR TO STRUCTURE ABOVESTEEL STUDS (PER PARTITION TYPE) 0.018" THK (25 GA) WHEN STC RATING REQUIREDGYP BD EXTENDS TO 6"ABOVE FINISHED CEILINGLINE OF STRUCTURELINE OF STRUCTURE STEEL STUD KICKERS TO STRUCTURE @ 48" OC MAX STEEL STUD 2X-FIRE RATED WOOD OR METAL BLOCKING. SECURE TO TOP TRACK OF PARTITION 3" THICK SOUND ATTENUATION BLANKET TO 4'-0" EA SIDE OR PARTITION SCHEDULED CEILING J-MOLD STUD TRACKAIR SPACE1/2" MIN GYP BD EXTENDS TO FINISHED CEILING SOUND ATTENUATION BATT (THICKNESS PER PARTITION TYPE) EXTEND FROM FLOOR TO CEILING SO U N D A T T E N U A T I O N B A T T S (T H I C K N E S S P E R P A R T I T I O N T Y P E ) ST E E L S T U D R U N N E R JO I N T C O M P O U N D @ E A S I D E (U S E A C O U S T I C A L S E A L A N T I F WA L L I S N O T R A T E D ) R E F 1 4 / A 8 1 2 FO R S O U N D I S O L A T E D C O N S T R U C T I O N @ T W O H O U R R A T E D W A L L NU M B E R O F L A Y E R S O F GY P B D P E R PA R T I T I O N T Y P E FL O O R NO T E : I N S T A L L A L L S H A F T W A L L S PE R U S G C A V I T Y S H A F T W A L L SY S T E M F O L D E R S A - 9 2 6 0 9 2 5 0 SH A F T S I D E 2- L A Y E R S , 5 / 8 " G Y P B D NO T E S : 1. R E F E R T O " S H A F T W A L L S E C T I O N " F O R A D D I T I O N A L D E TA I L S N O T E S AI R S P A C E 1/ 2 " SO U N D A T T E N U A T I O N BA T T S T H I C K N E S S P E R PA R T I T I O N T Y P E ( M I N E R A L WO O L O R G L A S S F I B E R BA T T S ) "C H " O R " E " S T U D S P E R PA R T I T I O N T Y P E BA S E A S S C H E D U L E D FI N I S H F L O O R AC O U S T I C A L S E A L A N T ST E E L " J " R U N N E R FL O O R ED G E O F S L A B GY P S U M P A N E L CA N T S C R E W AT T A C H E D T O VE R T I C A L S T U D S (F O R P R O J E C T I O N S OV E R 2 " ) C L . 75 D E G R E E S M I N SE A L A N T 1" T H I C K G Y P S U M LI N E R P A N E L NO T E S : 1. R E F E R T O " S H A F T W A L L S E C T I O N " F O R A D D I T I O N A L D E T AI L N O T E S . NO T E : I N S T A L L A L L S H A F T W A L L S PE R U S G C A V I T Y S H A F T W A L L SY S T E M F O L D E R S A - 9 2 6 0 9 2 5 0 HE A D LI N E O F S T R U C T U R E A B O V E SE A L A N T LI N E O F S T R U C T U R E B E Y O N D FI R E - R E S I S T I V E J O I N T S Y S T E M SO U N D A T T E N U A T I O N BA T T S . T H I C K N E S S P E R PA R T I T I O N T Y P E ( M I N E R A L WO O L O R G L A S S F I B E R BA T T S ) 2- L A Y E R S , 5 / 8 " G Y P B D "C H " O R " E " S T U D S P E R PA R T I T I O N T Y P E SH A F T SI D E ST E E L " J " R U N N E R 1" T H I C K G Y P S U M LI N E R P A N E L AI R S P A C E 1/ 2 " 1 " CM U PA C K W I T H F I B E R G L A S S IN S U L A T I O N ( 3 # T O 6 # DE N S I T Y ) AC O U S T I C A L S E A L A N T SH E E T M E T A L EN C L O S U R E DU C T . DU C T . GY P S U M B O A R D AC O U S T I C A L SE A L A N T (A R O U N D PE R I M E T E R ) SH E E T M E T A L EN C L O S U R E SO U N D A T T E N U A T I O N BA T T S ST E E L S T U D S ( P E R PA R T I T I O N T Y P E ) , 0. 0 1 8 " T H K ( 2 5 G A ) WH E N S T C R A T I N G RE Q U I R E D SE A L V O I D S F R O M O U T S I D E A N D CO V E R B O X W I T H 1 / 8 " M I N SO U N D B A T T S CU T G Y P B D T O A L L O W 1 / 4 " MI N O V E R L A P B Y F A C E P L A T E SC H E D U L E D P A R T I T I O N A M I N O F 1 S T U D B E T W E E N B O X E S FL E X I B L E C O N D U I T LO W R Y ' S B O X P A D CA U L K A L L V O I D S B E T W E E N GY P B D A N D B O X NO T E S : 1. 1 2 " M I N I M U M U N L E S S N O T E D O T H E R W I S E I N P A R T I T I O N C HA R T . . N O T E # 1 1 " PA C K W I T H M I N E R A L WO O L O R G L A S S F I B E R AC O U S T I C A L S E A L A N T AN D B A C K E R R O D SL E E V E C A S T - I N - P L A C E A T C O N C R E T E W A L L GR O U T E D I N P L A C E A T C M U W A L L PA R T I T I O N I N T E R S E C T I O N ST E E L S T U D ( S I Z E D P E R PA R T I T I O N T Y P E ) 0 . 0 1 8 " TH K ( 2 5 G A ) W H E N S T C RA T I N G R E Q U I R E D GY P S U M B O A R D AC O U S T I C A L S E A L A N T BA T T I N S U L A T I O N JO I N T RE I N F O R C E M E N T 1 6 " M A X 16 " M A X 1 6 " M A X ST E E L S T U D (S I Z E D P E R PA R T I T I O N T Y P E ) 0. 0 1 8 " T H K ( 2 5 G A ) WH E N S T C R A T I N G RE Q U I R E D CO N T R O L J O I N T FI B E R G L A S S P A C K I N G (3 # - 6 # D E N S I T Y ) PA R T I T I O N -WA L L IN T E R S E C T I O N AC O U S T I C A L S E A L A N T ST E E L S T U D ( S I Z E D P E R PA R T I T I O N T Y P E ) 0 . 0 1 8 " T H K ( 2 5 GA ) W H E N S T C R A T I N G RE Q U I R E D BA T T I N S U L A T I O N GY P S U M B O A R D AC O U S T I C A L S E A L A N T BA T T I N S U L A T I O N AC O U S T I C A L S E A L A N T 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 2 : 0 8 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A61 -50INTERIOR PARTITION DETAILSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1 1/2" = 1'-0" 01 PARTITION HEAD SECTION @ RATED WALL TO STRUCTURE U465 (1-HR), U411 (2-HR), U419 (1-HR)C1010.10-2A1 1/2" = 1'-0"02 PARTITION HEAD SECTION @ NON-RATED W/ GYP BD TO 6" ABOVE CEILING C1010.10-2B1 1/2" = 1'-0"03 PARTITION HEAD SECTION WHERE STUDS & GYPSUM BOARD STOP AT THE CEILING C1010.10-2C 1 1 / 2 " = 1 ' - 0 " 04 PA R T I T I O N F L O O R S E C T I O N WH E R E S T U D S & G Y P S U M B O A R D S T O P A T T H E C E I L I N G C1 0 1 0 . 1 0 - 2 C 1 1 / 2 " = 1 ' - 0 " 05 PA R T I T I O N F L O O R S E C T I O N @ 2 H R R A T E D S H A F T W A L L C1 0 1 0 . 1 0 - 1 J 1 1 / 2 " = 1 ' - 0 " 06 PA R T I T I O N H E A D S E C T I O N @ 2 H R R A T E D S H A F T W A L L C1 0 1 0 . 1 0 - 1 K 1 1 / 2 " = 1 ' - 0 " 07 AC O U S T I C A L P A R T I T I O N S E C T I O N 1 1 / 2 " = 1 ' - 0 " 08 AC O U S T I C A L P A R T I T I O N P L A N D E T A I L @ B A C K B O X I N S T A L L A T I O N D E T A I L @ N O N - F I R E R A T E D P A R TI T I O N C1 0 1 0 . 0 2 - 1 A 1 1 / 2 " = 1 ' - 0 " 10 AC O U S T I C A L P A R T I T I O N S E C T I O N @ P I P E P E N E T R A T I O N T H R U C O N C R E T E O R C M U C1 0 1 0 . 1 0 - 3 D 1 1 / 2 " = 1 ' - 0 " 09 AC O U S T I C A L P A R T I T I O N P L A N D E T A I L S PA R T I T I O N I N T E R S E C T I O N S A N D G Y P C O N T R O L J O I N T S C1 0 1 0 . 0 2 - 1 B 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 EL VARIES RE: PLANS HEAD PLAN SILLACOUSTICAL SEALANT (EA SIDE)STEEL STUD RUNNERSTEEL STUDS SIZED PER PARTITION CHARTNOTE: PROVIDE REINFORCEMENT AS INDICATED ON PLANS1 LAYER 5/8" GYP BD (EA SIDE)CONT FIRE TREATED WOOD BLOCKINGACOUSTICAL SEALANT (EA SIDE)EASED EDGES (EA SIDE)PLASTIC LAMINATE ON 3/4" PARTICLE BOARDSCHED CEILINGLINE OF STRUCTURE ABOVE FLOOR2 LAYERS OF 5/8" GYP BD (EA SIDE)PER PARTITION TYPE SOUND ATTENUATION BATT (THICKNESS PER PARTITION TYPE)STEEL STUD RUNNER FLEXIBLE ACOUSTICAL SEALANT FLOORSTEEL STUD SIZED PER PARTITION CHART, 0.018" THK (25 GA) WHEN STC RATED2 - 5 / 8 " G Y P B D 3" ACOUSTICAL BATTS 3 5/8", 0.018" THK (25 GA) STL STUDS ACOUSTICAL SEALANT2 - 5 / 8 " G Y P B D 1 - 5 / 8 " G Y P B D 2 1/2", 0.018" THK (25 GA) STL STUDS 2 1/2" ACOUSTICAL BATTS ACOUSTICAL SEALANT 1" AIR SPACEFLOORLINE OF STRUCTURE DO NOT ATTACH GYP BD TO DEFLECTION PLATE DEFLECTION PLATE WITH 3" LONG OUTER LEGS 2 - 5 / 8 " G Y P B D 3 5/8", 0.018" THK (25 GA) STL STUDS 3" ACOUSTICAL BATTSACOUSTICAL SEALANT 2 - 5 / 8 " G Y P B D 2 1/2", 0.018" THK (25 GA)STL STUDS 2 1/2" ACOUSTICAL BATTS 1 - 5 / 8 " G Y P B D 1" AIR SPACE2" MAX 1" MIN FL O O R ST E E L S T U D B R A C I N G @ 4 ' - 0 " O C CO N T I N U O U S H O R I Z O N T A L S T E E L ST U D R E Q U I R E D W H E N G Y P B D DO E S N O T E X T E N D T O S T R U C T U R E SE A L A R O U N D B R A C E A T R A T E D PA R T I T I O N S , W H E N S T C RE Q U I R E D A N D W H E N G Y P B D CO N T I N U E S U P T O S T R U C T U R E SC H E D U L E D C E I L I N G AC O U S T I C A L B A T T S I N S T U D CA V I T Y T O S T R U C T U R E W H E N S T C RE Q U I R E D GY P B D E X T E N D S T O 6 " M I N AB O V E F I N I S H E D C E I L I N G ( U N L E S S RA T E D O R A C O U S T I C A L PA R T I T I O N ) NO T E S : 1. W H E R E S T C I S N O T A R E Q U I R E M E N T , C O N T R A C T O R H A S T H E O P T I O N T O I N C R E A S E GA G E A N D / O R D E C R E A S E S T U D S P A C I N G P E R S T U D M F R A L LO W A N C E S . ST E E L ( S T U D S I Z E P E R PA R T I T I O N C H A R T ) A L L O W E D B Y S T U D M F R M A X I M U M H E I G H T A S LI N E O F S T R U C T U R E 3/ 8 " P A N H E A D FR A M I N G S C R E W GY P S U M B O A R D ST E E L S T U D ( S I Z E D P E R PA R T I T I O N C H A R T ) FL O O R WA L L F U R R I N G B R A C K E T (A S R E Q U I R E D ) P L A C E A T MI D P O I N T F O R P A R T I T I O N TY P E " D " EX I S T I N G W A L L FL O O R P L A N SE E A - 2 0 S E R I E S 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 2 : 1 0 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A61 -51INTERIOR PARTITION DETAILSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 1 1/2" = 1'-0"1 PARTIAL HEIGHT PARTITION SECTION C1010.10-2E1 1/2" = 1'-0"2ACOUSTICAL PARTITION FL00R SECTION @ FLOOR OF 2-HR RATED PARTITION OF NON-RATED PARTITION WITH AN STC REQUIREMENT C1010.02-1C1 1/2" = 1'-0"3 ACOUSTICAL PARTITION SECTION FLOOR @ PARTITION 'U'C1010.02-1E(STC 64)1 1/2" = 1'-0"4 ACOUSTICAL PARTITION SECTION HEAD @ PARTITION 'U'C1010.02-1F(STC 64) 1 1 / 2 " = 1 ' - 0 " 7 PA R T I T I O N B R A C I N G S E C T I O N WH E N P A R T I T I O N E X C E E D S M A X I M U M H E I G H T A L L O W E D B Y S T D M F R C1 0 1 0 . 1 0 - 2 F 1 1 / 2 " = 1 ' - 0 " 8 PA R T I T I O N B R A C I N G S E C T I O N @ F R E E S T A N D I N G F U R R I N G C1 0 1 0 . 1 0 - 2 G 2800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 DO O R T Y P E S DO O R F R A M E S DO O R S C H E D U L E G E N E R A L N O T E S RE F E R T O A 6 2 - 0 2 F O R D O O R H E A D J A M B A N D S I L L D E T A I L S. AL L D O O R S I N S M O K E R E S I S T A N T P A R T I T I O N S T O H A V E P O S IT I V E L A T C H I N G . FI R E - R A T I N G G L A Z I N G I N D O O R S S H A L L M E E T T H E F I R E R A TI N G R E Q U I R E M E N T O F TH E D O O R S T O W H I C H T H E Y A R E I N S T A L L E D . F I R E - R E S I S T A NC E R A T E D G L A Z I N G I N EX C E S S O F 1 0 0 S Q . I N C H S H A L L M E E T S T H E F I R E P R O T E C T IO N R E Q U I R E M E N T S O F NF P A 2 5 2 / U L 1 0 B / U L 1 0 C , F I R E D O O R A S S E M B L Y C R I T E R I A , A S S E M B L Y H O S E S T R E A M TE S T & 4 5 0 F . T E M P E R A T U R E R I S E C R I T E R I A F O R 3 0 M I N . AL L D O O R S T O H A V E B O X E D H E A D E R S U N L E S S S T E E L C H A N N E LS A R E I N D I C A T E D I N TH E R E M A R K S C O L U M N O F T H E D O O R S C H E D U L E O R U N L E S S O TH E R W I S E IN D I C A T E D B Y H E A D D E T A I L . AL L H M D O O R S S H O U L D B E S I N G L E R A B B I T 1.2.3.4.5. DO O R S C H E D U L E A B B R E V I A T I O N S AL 1 AL 2 BR HC W D HM Ll +PH PL A M PN T PW SC W D SF SO SR SS T SXGE N E R A L A B B R E V I A T I O N S : AN O D I Z E D A L U M I N U M BR O N Z E D A L U M I N U M BA L L I S T I C S R E S I S T A N T H O L L O W M E T A L D O O R HO L L O W C O R E W O O D HO L L O W M E T A L LE A D L I N E D RE F E R T O M A N U F A C T U R E R PA C K A G E H E I G H T PL A S T I C L A M I N A T E F A C E D D O O R PA I N T E D F I N I S H PA C K A G E W I D T H SO L I D C O R E W O O D ST A I N E D F I N I S H SW I N G O U T , S I D E L I G H T SM O K E R E S I S T A N T ST A I N L E S S S T E E L F I N I S H SW I N G S L I D E P A N E L MK RF SA HS RO NO PE SU CR BA FB LN MA N U F A C T U R E R S A B B R E V I A T I O N S : Mc K i n n e y Ri x s o n Sa r g e n t HE S Ro c k w o o d No r t o n Pe m k o Se c u r i t r o n C. R . L a u r e n c e C o . , I n c . BE A FS B LC N C L O S E R S FL U S H W O O D DO O R GL A S S D O U B L E D O O R S W/ S I D E L I G H T SL I D I N G F R A M E L E S S GL A S S D O O R MU R A F L E X SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . A C D FR A M E L E S S G L A S S SI N G L E D O O R B S E E S C H E D U L E T Y P . SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . SE E S C H E D U L E T Y P . F HO L L O W M E T A L DO O R SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . G RE T R A C T A B L E G L A S S D O O R SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P H E SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . 3 ' - 7 " 2 ' - 6 " 9" CL E A R TE M P E R E D SA F E T Y GL A S S K 18 0 D E G R E E S SW I N G D O O R SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . 1SEE SCHEDULE TYP.SEE SCHEDULE TYP.221/8" Typ. SE E S C H E D U L E T Y P S E E S C H E D U L E T Y P BI F O L D O V E R H E A D GL A S S D O O R FL U S H W O O D DO U B L E D O O R SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . L HO L L O W M E T A L DO U B L E D O O R SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P . RE T R A C T A B L E W O O D D O O R SE E S C H E D U L E T Y P . S E E S C H E D U L E T Y P J DOOR FRAMES NOTES:1. 2" HM DOOR FRAME. FRAME FINISH TO BE PAINTED TO MATCH DRY WALL FINISH ADJACENT TO FRAME. TYP. 2. SINGLE RABBIT. INSTALL FRAME TO BE FLUSH WITH DRYWALL.3. ALL MURAFLEX DOORS ARE PART OF MURAFLEX SCOPE.4. REFER TO FRAME WIDTH AND DOOR SIZE IN DOOR SCHEDULE FOR FINISH FRAME OPENING. 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 2 / 2 0 1 8 5 : 2 9 : 5 1 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A62 -01DOOR SCHEDULECheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com DO O R S C H E D U L E MA R K DO O R FR A M E D E T A I L S CO N T A C T DO O R NO RO O M N A M E SI Z E TY P E M A T L F I N I S H GL A Z I N G FR A M E TY P E FR A M E MA T E R I A L NO A RE Q HA R D W A R E SE T N O EL E C T R O N I C S E C U R I T Y H E A D JA M B W H T T H K RE M A R K S 10 0 A R E C E P T I O N C O R R I D O R 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 5 - 1 H M - 4 .0 C A R D A C C E S S 1 A 1 B S I N G L E R A B B E T , S O S S H I N G E S 10 3 A B R E A K R O O M 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " M W D P L - 1 - 1 H M - 5 . 0 C A R D A C CE S S 1 A 1 B S I N G L E R A B B E T , S O S S H I N G E S 10 4 A C O N F E R E N C E R O O M 3 ' - 0 " 9 ' - 6 " 1 / 2 " N G L A S S - G L - 1 2 - - 2 1 . 0 - D E M O U N T A B L E P A R T I T I O N , S L I D I N G F R A M E L E S S 1 / 2 " T E M P ER E D G L A S S . S T C R A T I N G 3 6 . A N O D I Z E D B R O N Z E F I N I S H 10 5 A W O R K S T A T I O N S 3 ' - 0 " 9 ' - 6 " 1 / 2 " N G L A S S - G L - 1 2 - - 2 1 . 0 - D E MO U N T A B L E P A R T I T I O N , S L I D I N G F R A M E L E S S 1 / 2 " T E M P E R E D G L A S S . S T C R A T I N G 3 6 . A N O D I Z E D B R O N Z E F I N I S H 10 6 A T E L E P H O N E R O O M 3 ' - 0 " 9 ' - 6 " 1 / 2 " I G L A S S - G L - 1 2 - - 2 2 . 0 - DE M O U N T A B L E P A R T I T I O N , S W I N G I N G F R A M E L E S S 1 / 2 " T E M P ER E D G L A S S . S T C R A T I N G 3 6 . A N O D I Z E D B R O N Z E F I N I S H 10 7 A W O R K S T A T I O N S 3 ' - 0 " 9 ' - 6 " 1 / 2 " I G L A S S - G L - 1 2 - - 2 2 . 0 - D E MO U N T A B L E P A R T I T I O N , S L I D I N G F R A M E L E S S 1 / 2 " T E M P E R E D G L A S S . S T C R A T I N G 3 6 . A N O D I Z E D B R O N Z E F I N I S H , D O O R O N H O L D O P E N 10 7 B R E C E P T I O N C O R R I D O R 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 1 - 1 H M - 4 .0 C A R D A C C E S S 1 A 1 B S I N G L E R A B B E T , S O S S H I N G E S 10 8 A F I T N E S S C E N T E R 3 ' - 0 " 9 ' - 0 " 1 / 2 " O G L A S S - G L - 1 2 - - 2 2 . 0 - DE M O U N T A B L E P A R T I T I O N , S W I N G I N G F R A M E L E S S 1 / 2 " T E M P ER E D G L A S S . S T C R A T I N G 3 6 . A N O D I Z E D B R O N Z E F I N I S H 10 8 B F I T N E S S C E N T E R 1 4 ' - 1 0 " 9 ' - 0 " 1 3 / 4 " E G L A S S - G L - 2 N / A - - 2 3 . 0 - D E M O U N T A B L E T E L E S C O P I N G P A R T I T I O N , 1 / 2 " T E M P E RE D G L A S S S T C R A T I N G 3 6 , A N O D I Z E D B R O N Z E F I N I S H A N D A C O U S T I C S E A L S . CO N C E A L E D S L I D I N G D O O R T R A C K W I T H I N W O O D S U F F I T . P R OV I D E S T R U C T U R A L P R A C I N G 10 8 C F I T N E S S C E N T E R 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 1 - 2 W D - 1 6 . 0 - 3A 3 A S I N G L E R A B B E T , S O S S H I N G E S 10 9 A C L A S S R O O M 3 ' - 0 " 9 ' - 0 " 1 / 2 " O G L A S S - G L - 1 2 - - 2 2 . 0 - D E M O U NT A B L E P A R T I T I O N , S W I N G I N G F R A M E L E S S 1 / 2 " T E M P E R E D GL A S S . S T C R A T I N G 3 6 . A N O D I Z E D B R O N Z E F I N I S H 11 0 A F A M I L Y R E S T R O O M 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 1 - 2 W D - 1 7 . 0 - 3 A 3 A S I N G L E R A B B E T , S O S S H I N G E S 11 1 A C L A S S R O O M 3 ' - 0 " 9 ' - 0 " 1 / 2 " O G L A S S - G L - 1 2 - - 2 2 . 0 - D E M O U NT A B L E P A R T I T I O N , S W I N G I N G F R A M E L E S S 1 / 2 " T E M P E R E D GL A S S . S T C R A T I N G 3 6 . A N O D I Z E D B R O N Z E F I N I S H 11 1 B C L A S S R O O M 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " F H M P - 1 - 1 H M - - 1 A 1 B W E L D E D F R A M E . S I N G L E R A B B E T , 1 8 0 P I V O T 11 1 C B A N Q U E T H A L L / M U L T I P U R P O S E 1 1 ' - 8 " 9 ' - 0 " 1 3 / 4 " J W D A WP - 2 - N / A - - 2 0 . 0 - S L I D I N G T E L E S C O P I N G D O O R , S O U N D S E A L ED W I T H A W P P A N E L . P R O V I D E S T R U C T U R A L S U P P O R T A B O V E . L O C K A B L E . R E C E S S E D P E M P K O BR U S H B E T W E E N P A N E L S . P R O V I D E P U L L W I T H A R C H I T E C T U R AL B R O N Z E F I N I S H 11 2 A C A T E R I N G K I T C H E N 3 ' - 0 " 9 ' - 0 " 1 ' - 0 3 / 4 " H H M P - 5 - 1 H M - 1 9. 0 - 1 A 1 B W E L D E D F R A M E . S I N G L E R A B B E T , 1 8 0 P I V O T 11 2 B C O R R I D O R 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 1 - 2 W D - 1 4 . 0 - 3 A 3 A S I NG L E R A B B E T . S T A I N L E S S S T E E L K I C K P L A T E B O T H S I D E S . 11 2 C C A T E R I N G K I T C H E N 2 4 ' - 0 " 9 ' - 0 " 1 / 2 " K G L A S S - G L - 1 N / A - - 24 . 0 - B I F O L D G L A S S O V E R H E A D D O O R , S C H W E I S S O R A P P R O VE D E Q U A L , P R O V I D E S T R U C T U R A L S U P P O R T A S R E Q U I R E D 11 3 A T R A S H 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " F H M P - 1 - 1 H M - 1 2 . 0 - 5 B 5 A S I N G L E R A B B E T , S O S S H I N G E S , S T A I N L E S S S T E E L K I C K P L A T E B O T H S I D E S 11 4 A J A N I T O R 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 1 - 2 W D - 1 3 . 0 - 3 A 3 A S I N GL E R A B B E T , S O S S H I N G E S 11 6 A B A N Q U E T H A L L S T O R A G E 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 1 - 1 H M - 2 . 0 C A R D A C C E S S 1 A 1 B S I N G L E R A B B E T , S O S S H I N G E S 11 7 A B A N Q U E T H A L L / M U L T I P U R P O S E 8 ' - 0 " 9 ' - 6 " 1 3 / 4 " C G L A S S - G L - 1 2 - - 2 5 . 0 - S W I N G I N G F R A M E L E S S 1 / 2 " T E M P E R E D G L A S S. A N O D I Z E D B R O N Z E F I N I S H . P A T C H F I T T I N G S T O M A T C H AR C H I T E C T U R A L B R O N Z E . G L A S S TR A N S O M A B O V E W I T H C O N C E A L E D G L A Z I N G C H A N N E L S I N T O HE A D E R F L U S H T O C E I L I N G S . 11 7 B B A N Q U E T H A L L / M U L T I P U R P O S E 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L -6 - 1 H M - 1 5 . 0 - 5 B 5 A S I N G L E R A B B E T , S O S S H I N G E S 11 8 A E L E C . 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 6 - 1 H M - 8 . 0 - 5 B 5 A S I N G L E R A B B E T , S O S S H I N G E S 11 8 B E L E C . 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 6 - 1 H M - 8 . 0 - 5 B 5 A S I N G L E R A B B E T , S O S S H I N G E S 11 9 A A V . 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 6 - 1 H M - 9 . 0 - 5 B 5 A S I N G L E R AB B E T , S O S S H I N G E S 11 9 B A V . 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " F 12 1 A C O R R I D O R 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 6 - 1 H M - 1 5 . 0 - 5 B 5 A S I NG L E R A B B E T , S O S S H I N G E S 12 1 D E X T E R I O R C O R R I D O R 3 ' - 0 " 7 ' - 0 " 1 3 / 4 " F H M P - 1 - 1 H M Y E S 1 .0 - 4 A 4 A M A T C H E X I S T I N G C O R R I D O R D O O R T Y P E , M A T C H C O R RI D O R F I N I S H O N E X T E R I O R C O R R I D O R S I D E 12 2 A S T O R A G E 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 6 - 1 H M - 7 . 0 - 5 B 5 A S I N G LE R A B B E T , S O S S H I N G E S 12 3 A E L E C T R I C A L 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 6 - 1 H M - 7 . 0 - 5 B 5 A S IN G L E R A B B E T , S O S S H I N G E S 12 3 B E L E C T R I C A L 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 6 - 1 H M - 7 . 0 - 5 B 5 A S IN G L E R A B B E T , S O S S H I N G E S 12 5 A S T O R A G E 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 6 - 1 H M - 1 1 . 0 - 5 B 5 A S I N GL E R A B B E T , S O S S H I N G E S 12 6 A W O M E N S 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 1 - 2 W D - 1 8 . 0 - 3 A 3 A S I N G LE R A B B E T , S O S S H I N G E S 12 7 A M E N S 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D P L - 1 - 2 W D - 1 8 . 0 - 3 A 3 A S I N G L E R A B B E T , S O S S H I N G E S 13 0 A K I O S K 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A G L A S S - G L - 1 N / A A L U M Y E S - P R O V I D E B E L L N O T I F I C A T I O N S Y S T E M 13 0 B K I O S K 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " A W D - - 2 W D - 6 . 0 - 3 A 3 A S E E E L E V A TI O N F O R S P E C I F I C D E T A I L S A N D F I N I S H E S , 13 6 A S T O R A G E 6 ' - 0 " 7 ' - 0 " 1 3 / 4 " L H M - - 1 H M Y E S 3 . 0 C A R D A C C E S S 4 A 4 A P A I N T D O O R A N D F R A M E T O M A T C H A D J A C E N T W A L L S 13 6 B S T O R A G E 6 ' - 0 " 7 ' - 0 " 1 3 / 4 " L H M - - 1 H M Y E S 3 . 0 C A R D A C C E S S 4 A 4 A P A I N T D O O R A N D F R A M E T O M A T C H A D J A C E N T W A L L S 13 8 A M E C H 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 1 - 2 W D - 7 . 0 - 5 B 5 A S I N G L E RA B B E T , S O S S H I N G E S 13 8 D C O R R I D O R 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " G W D P L - 6 - 1 H M - 7 . 0 - 5 B 5 A S I N GL E R A B B E T , S O S S H I N G E S E1 0 0 A R E C E P T I O N 6 ' - 0 " 7 ' - 9 " 1 3 / 4 " E X I S T I N G A L U M / G L - - - A L U M CA R D A C C E S S . P A N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G S T O R E FR O N T D O O R , F I E L D V E R I F Y E- 1 0 1 A L O U N G E 6 ' - 0 " 7 ' - 9 " 1 3 / 4 " E X I S T I N G A L U M / G L - - - A L U M PA N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G S T O R E F R O N T D O O R , F IE L D V E R I F Y E- 1 0 1 B R E C E P T I O N C O R R I D O R 6 ' - 0 " 7 ' - 9 " 1 3 / 4 " E X I S T I N G A L U M/ G L - - - A L U M PA N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G S T O R E F R O N T D O O R , F IE L D V E R I F Y E- 1 0 1 C R E C E P T I O N C O R R I D O R 6 ' - 0 " 7 ' - 9 " 1 3 / 4 " E X I S T I N G A L U M/ G L - - - A L U M PA N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G S T O R E F R O N T D O O R , F IE L D V E R I F Y E- 1 1 7 B B A N Q U E T H A L L / M U L T I P U R P O S E 6 ' - 0 " 7 ' - 9 " 1 3 / 4 " E X I ST I N G A L U M / G L - - - A L U M PA N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G S T O R E F R O N T D O O R , F IE L D V E R I F Y E- 1 1 7 C B A N Q U E T H A L L / M U L T I P U R P O S E 6 ' - 0 " 9 ' - 5 " 1 3 / 4 " E X I ST I N G A L U M / G L - - - A L U M PA N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G S T O R E F R O N T D O O R , F IE L D V E R I F Y E- 1 1 7 D B A N Q U E T H A L L / M U L T I P U R P O S E 6 ' - 0 " 9 ' - 0 " 1 3 / 4 " E X I ST I N G A L U M / G L - - - A L U M CA R D A C C E S S . P A N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G S T O R E FR O N T D O O R , F I E L D V E R I F Y E- 1 2 1 B C O R R I D O R 6 ' - 0 " 6 ' - 8 " 1 3 / 4 " E X I S T I N G M T L - - - M T L CA R D A C C E S S . P A N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G D E L I V ER Y E N T R A N C E D O O R E- 1 2 1 C C O R R I D O R 6 ' - 0 " 6 ' - 8 " 1 3 / 4 " E X I S T I N G M T L - - - M T L PA N I C H A R D W A R E 2 ( 3 ' - 0 " ) E X I S T I N G D O O R , F I E L D V E R I F Y E- 1 3 1 A K I O S K O F F I C E 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " E X I S T I N G H M - - - H M - E X I S T I N G D O O R , F I E L D V E R I F Y E- 1 3 1 B K I O S K O F F I C E 3 ' - 0 " 9 ' - 0 " 1 3 / 4 " E X I S T I N G H M - - - H M - E X I S T I N G D O O R , F I E L D V E R I F Y Gr a n d t o t a l : 5 2 NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F V. I . F DOOR AS SCHEDULED5/8" GWB BOTH SIDES REFER TO WALL SCHEDULE FOR SPECIFICS 2"DOUBLE RUNNER CHANNEL TURN UP AT STUDS REFER TO PARTITION SCHEDULE FOR SIZESEALANT TYP.NOTE: PROVIDE ANCHORS AT HEAD AT 2'-0" O.C. MIN. WHEN FRAME FOR PAIR OF DOORS IS GREATER THAN 5'-0"NOTE: PROVIDE MANUFACTURER'S RECOMMENDED HEAD REINFORCING FOR DOORS OVER 3' - 0 " W I D E I F A P P L I C A B L E SINGLE RABBET HM FRAME PAINTED TO MATCH ADJCENT SURFACE U.O.NSCHEUDLESEE PARTITION SCHEDULESEE PARTITIONZ CLIPS AS REQ.PLASTIC LAMINATE OVER FR PLYWOOD BACKING ALIGNDOOR AS SCHEDULED5/8" GWB BOTH SIDES REFER TO WALL SCHEDULE FOR SPECIFICS 2"DOUBLE RUNNER CHANNEL TURN UP AT STUDS REFER TO PARTITION SCHEDULE FOR SIZESEALANT TYP.NOTE: PROVIDE ANCHORS AT HEAD AT 2'-0" O.C. MIN. W HEN FRAME FOR PAIR OF DOORS IS GREATER THAN 5'-0"NOTE: PROVIDE MANUFACTURER'S RECOMMENDED HEAD REINFORCING FOR DOORS OVER 3' - 0 " W I D E I F A P P L I C A B L ESINGLE RABBET HM FRAME PAINTED TO MATCH ADJCENT SURFACE U.O.N SCHEUDLE SEE PARTITION SCHEDULE SEE PARTITION Z CLIPS AS REQ.PLASTIC LAMINATE OVER FR PLYWOOD BACKING1/2"ALIGN1"1/2" TEMPERED GLASS1/2"3 1/2"4 1/2"ALUMINUM SILL PROVIDE ANCHOR PER MANUFACTURER'S RECOMMENDATION BACKER ROD AND SEALANT TYP.CONCRETE SLAB NOTE: PROVIDE SELF-LEVELING TOPPING AT DEMOUNTABLE PARTITION. PROVIDE ALLOWANCE FOR 25% OF FLOOR COVERAGE. REFER TO MANUFACTURER'S SHOP DRAWINGS FOR BALANCE OF INFORMA TION.ALIGN W/ HEADER ABOVE AT CORRIDORFRAME BEYOND1/2" TEMPERED GLASSSEALANT TYP.5/8" GWB BOTH SIDES REFER TO WALL SCHEDULE DOUBLE METAL STUDS REFER TO WALL SCHEDULE FOR SIZE 1/2"3 1/2"4 1/2"ALUMINUM FRAMESTRUCTURE ABOVE WALL TO STRUCTURE ABOVE ALIGN (OFFICE)3" OPEN FOR RETURN AIR 2x4 F.R. WOOD BLOCKING 3" 1/ 4 " W x 5 / 8 " D B L O C K I N G FR T W O O D N A I L E R SH I M A S N E C E S S A R Y WO O D F R A M E ( W D -1) , A T T A C H WI T H F I N I S H N A I L S SO L I D C O R E W O O D D O O R AL I G N 1/ 2 " X 2 " T R I M ( W D -1) HE A D L E S S N A I L S , T Y P . PL A S T I C L A M I N A T E O V E R FI R E R A T E D B A C K I N G 5/ 8 " G W B 1/ 2 " X 2 " T R I M ( W D -2) FI N I S H A S S C H E D U L E D FR A M I N G A S S P E C I F I E D 1" G Y P B O A R D Z C L I P S A S R E Q 2" DO O R A S S C H E D U L E D HO L L O W M E T A L F R A M E MA S O N R Y J A M B A N C H O R MA T C H E X I S T I N G W A L L FI N I S H A S S C H E D U L E D NE W P A R T I T I O N O V E R E X I S T I N G CM U W A L L , S E E F L O O R P L A N EX I S T I N G C M U W A L L FR A M I N G A S S C H E D U L E D DO O R A S S C H E D U L E D 5/ 8 " G W B B O T H S I D E S R E F E R T O WA L L S C H E D U L E F O R S P E C I F I C S DO U B L E R U N N E R C H A N N E L T U R N UP A T S T U D S R E F E R T O PA R T I T I O N S C H E D U L E F O R S I Z E SE A L A N T T Y P . NO T E : P R O V I D E A N C H O R S A T H E A D A T 2' - 0 " O . C . M I N . W H E N F R A M E F O R P A I R O F DO O R S I S G R E A T E R T H A N 5 ' - 0 " NO T E : P R O V I D E M A N U F A C T U R E R ' S RE C O M M E N D E D H E A D R E I N F O R C I N G F O R DO O R S O V E R 3 ' - 0 " W I D E I F A P P L I C A B L E SI N G L E R A B B E T H M F R A M E PA I N T E D T O M A T C H A D J C E N T SU R F A C E U . O . N SE E P A R T I T I O N S C H E D U L E VA R I E S O N P A R T I T I O N T Y P E 1 1 / 2 " DO O R A S S C H E D U L E D 5/ 8 " G W B B O T H S I D E S R E F E R T O WA L L S C H E D U L E F O R S P E C I F I C S 2 " DO U B L E R U N N E R C H A N N E L T U R N UP A T S T U D S R E F E R T O PA R T I T I O N S C H E D U L E F O R S I Z E SE A L A N T T Y P . NO T E : P R O V I D E A N C H O R S A T H E A D A T 2 ' - 0 " O . C . M I N . W HE N FR A M E F O R P A I R O F D O O R S I S G R E A T E R T H A N 5 ' - 0 " NO T E : P R O V I D E M A N U F A C T U R E R ' S R E C O M M E N D E D H E A D RE I N F O R C I N G F O R D O O R S O V E R 3 ' - 0 " W I D E I F A P P L I C A B L E SI N G L E R A B B E T H M F R A M E PA I N T E D T O M A T C H A D J C E N T SU R F A C E U . O . N S E E P A R T I T I O N S C H E D U L E V A R I E S O N P A R T I T I O N T Y P E 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 1 / 2 0 1 8 4 : 0 2 : 1 3 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A62 -02INTERIOR DOOR AND FRAME DETAILSCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3" = 1'-0"1A GWB HEAD DETAIL C413" = 1'-0"1B GWB JAMB DETAIL C413" = 1'-0"2A DEMOUNTABLE ALUM. SILL DETAIL3" = 1'-0"2B DEMOUNTABLE ALUM. HEAD DETAILS 3" = 1 ' - 0 " 3A WD F R A M E J A M B / H E A D @ D O O R 3" = 1 ' - 0 " 4A DO O R J A M B D E T A I L - F R A M E T Y P E C 3" = 1 ' - 0 " 5A GW B H E A D D E T A I L A 4 1 3" = 1 ' - 0 " 5B GW B J A M B D E T A I L A 4 1 NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18 1 2 / 1 2 / 2 0 1 8 4 : 4 8 : 0 2 P M C : \ T e m p \ G A T E W A Y _ z a p a t t i n i g . r v t A64 -01INTERIOR FINISH LEGENDCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com WD - 1 WO O D C E I L I N G SL A T S MF R : A R M S T R O N G WO O D W O R K S L I N E A R 4 - 1 / 2 ” M O D U L E #6 4 4 0 W 1 N O K W I T H 1 2 ’ L I N E A R C A R R I E R #5 3 7 0 W I T H I N T E G R A L A T T A C H M E N T CL I P S SI Z E : 9 6 ” x 3 - 3 / 4 ” x 3 / 4 ” B O A R D S W I T H A ¾ ” RE V E A L C O N C E A L E D W I T H B L A C K AC O U S T I C A L F L E E C E F O R N R C . 4 5 WO O D E D G E T R I M P R O F I L E T O M A T C H NA T U R A L V A R I A T I O N S O A K GO R D O N B R A M S A Y , gb r a m s a y @ a m s t r o n g c e i l i n g s . c o m , 30 5 . 4 0 1 . 1 0 6 4 IN S T A L L A C C E S S P A N E L S I N T H E L O C A T I O N S IN D I C A T E D I N T H E R C P W I T H A N A L L O W A N C E O F 15 A C C E S S P A N E L S M I N . I N S T A L L P E R MA N U F A C T U R E R S I N S T R U C T I O N S . I N S T A L L ED G E B A N D I N G # 6 4 0 8 N O K O N A N Y V I S I B L E F I E L D CU T E D G E S . AC T - 3 AC O U T I C A L CE I L I N G P A N E L MF R : A R M S T R O N G 15 / 1 6 " S Q U A R E L A Y - I N A C O U S T I C A L CE I L I N G T I L E S . . . GO R D O N B R A M S A Y , gb r a m s a y @ a m s t r o n g c e i l i n g s . c o m , 30 5 . 4 0 1 . 1 0 6 4 TO T A L A C O U S T I C A L P E R F O R M A N C E W I T H N R C .7 0 A N D C A C 3 5 AC T - 2 AC O U S T I C A L CE I L I N G P A N E L MF R : A R M S T R O N G 15 / 1 6 " S Q U A R E L A Y - I N A C O U S T I C A L CE I L I N G T I L E S . . . KI T C H E N Z O N E 6 7 3 I N W H I T E WI T H P R E L U D E X L 1 5 / 1 6 : AL U M I N U M C A P P E D G R I D . . . GO R D O N B R A M S A Y , gb r a m s a y @ a m s t r o n g c e i l i n g s . c o m , 30 5 . 4 0 1 . 1 0 6 4 ME E T S U S D A G U I D A N C E F O R F O O D PR E P A R A T I O N A R E A S , A C O U S T I C PE R F O R M A N C E C A C 3 3 AC T - 1 AC O U S T I C A L CE I L I N G P A N E L MF R : A R M S T R O N G 15 / 1 6 " S Q U A R E L A Y - I N A C O U S T I C A L CE I L I N G T I L E S SI Z E : 2 ' X 2 ' FI N E F I S S U R E D 1 7 1 3 / I N W H I T E PR E L U D E X L 1 5 / 1 6 " F R I D # 7 3 0 0 SE R I E S GO R D O N B R A M S A Y , gb r a m s a y @ a m s t r o n g c e i l i n g s . c o m , 30 5 . 4 0 1 . 1 0 6 4 TO T A L A C O U S T I C A L P E R F O R M A N C E W I T H N R C .7 0 A N D C A C 3 5 TA G L O C A T I O N D E S C R I P T I O N P A T T E R N / C O L O R C O N T A C T R E M A R K S AC O U S T I C A L C E I L I N G P A N E L S Y S T E M & C E I L I N G M A T E R I A L S TZ - 1 T E R R A Z Z O T I L E PR I C E A L T 1 : M F R : C A S C O N T R O L SA M P L E P R I C E A L T 2 " P E B B L E B E A C H 18 " X 3 6 " 3 / 4 T I L E S B Y C O V E R I N G S PR I C E A L T 1 : C A S C O N T R O L SA M P L E , P R I C E A L T 2 : P E B B L E BE A C H PR I C E A L T 1 : C H I P W A L T E R 78 6 . 2 5 7 . 8 0 6 8 CW @ C A S U R F A C E S . C O M PR I C E A L T 2 : C L A U D I O GO N Z A L E Z , 7 6 1 0 N E 4 T H CT # 1 0 3 , M I A M I , F L 3 3 1 3 8 , . . . RE C E P T I O N , L O U N G E A N D C O R R I D O R F L O O R S . CO N T R A C T O R T O C O O R D I N A T E S L A B F O R IN S T A L L A T I N T O B E F L U S H W I T H O T H E R F I N I S E S . CO N T R A C T O R T O P R O V I D E S H O P D R A W I N G S IN D I C A T I N G I N S T A L L A T I O N F O R A R C H I T E C T T O RE V I E W PP - 1 P E B B L E S VA R I E D S H A P E S W I T H S O F T E D G E S , MO S L T Y R O U N D SI Z E : 3 " - 4 " PE B B L E S E R I E S / P E R F E C T PE B B L E GR E T E L D E L G A D O 78 6 . 2 9 9 . 6 5 3 2 GR E T E L D E L G A D O @ C E R A M I C M AT R I X . C O M LO B B Y A R E A B E L O W M E T A L R O D S . CO N T R A C T O R T O P R O D U C E A M O C K U P O F IN S T A L L A T I O N F O R A R C H I T E C T T O R E V I E W . CO N T R A C T O R T O C O O R D I N A T E S L A B F O R . . . ST - 2 S T O N E MF R : C O V E R I N G S E T C SI Z E : 3 / 4 " T H I C K CO R T I N A D O L O M I T E H O N E D CL A U D I O G O N Z A L E Z , 7 6 1 0 N E 4T H C T # 1 0 3 , M I A M I , F L 3 3 1 3 8 , 78 6 . 4 0 1 . 5 2 4 2 cl a u d i o @ c o v e r i n g s e t c . c o m RE C E P T I O N D E S K . W A L L S N E X T T O R E C E P T I O N . ST - 1 L I M E S T O N E MF R : C O V E R I N G S E T C SI Z E : 1 8 " X 3 6 " , 5 / 8 " T H I C K , B U T T J O I N T E D MA Y O R C A B A M B O O CL A U D I O G O N Z A L E Z , 7 6 1 0 N E 4T H C T # 1 0 3 , M I A M I , F L 3 3 1 3 8 , 78 6 . 4 0 1 . 5 2 4 2 cl a u d i o @ c o v e r i n g s e t c . c o m LO B B Y B A C K W A L L TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S ST O N E S C H E D U L E CP T - 1 C A R P E T MF R : F L E T C O C A R P E T S A / S CA R P E T T I L E DU O 3 5 8 3 3 0 JO S H U A J U D Y , jj u d y @ s p a r t a n s u r f a c e s . c o m , 56 1 . 4 0 2 . 0 5 5 6 CL A S S R O O M A N D B A N Q U E T H A L L / MU L T I P U R P O S E R O O M F L O O R S . TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S CA R P E T WD - 3 PL Y W O O D SI Z E : R E F E R T O D R A W I N G S KI O S K F I N S A N D S H E L V E S WD - 2 - MF R : C O L L A B O R A T I V E A R C H I T E C T U R A L SU R F A C E S / K A H R S F L O O R I N G SI Z E : R E F E R T O D R A W I N G S OA K S I E N N A / O A K A C T I V I T Y FL O O R ( F S C ) 3 0 3 N 1 9 E K 5 0 K W 0 , TH I C K N E S S 1 1 / 4 " CH I P W A L T E R 78 6 . 2 5 7 . 8 0 6 8 CW @ C A S U R F A C E S . C O M FI T N E S S R O O M F L O O R F I N I S H . R E F E R E N C E D SY S T E M O R P R O V I D E E Q U A L F O R A P P R O V A L . CO N T R A C T O R T O C O O R D I N A T E S L A B F O R IN S T A L L A T I N T O B E F L U S H W I T H O T H E R F I N I S E S TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S WO O D F I N I S H S C H E D U L E WC - 2 WA L L CO V E R I N G MF R : C A R N E G I E ST Y L E : S T R I E 6 4 2 3 81 8 DO R E E N H E R N A N D E Z 30 5 . 7 4 2 . 9 1 1 2 DO R E E N H @ C S F L O R I D A . C O M AL L S E A M S M U S T B E S H A R P W I T H O U T F R E Y I N G . WC - 1 BU L L E T I N BO A R D MF R : F O R B O 2 1 6 2 D U C K E G G GI N A F A L S E T T I 95 4 . 3 2 9 . 7 8 1 4 GI N A . F A L S E T T I @ F O R B O . C O M EM P L O Y E E O F F I C E TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S WA L L C O V E R I N G S C H E D U L E AW P - 6 FA B R I C W R A P E D PA N E L MF R : M A H A R A M ST Y L E : M E L D 4 6 6 3 8 7 CO L O R : 0 3 4 K A L E GI O T R A C K F A B R I C W R A P P E D P A N E L 034 KALEZANDY RODON 305.778.8354 ZRODON@MAHARAM.COMGAME LOUNGE, CEILING AND WALLS. AW P - 5 FA B R I C W R A P E D PA N E L MF R : B R E N T A N O ST Y L E : S E C O N D C H A N C E 6 5 3 0 CO L O R : T E A R D R O P 0 5 GI O T R A C K F A B R I C W R A P P E D P A N E L TEARDROP 05RUBEN MACHADO 954.592.3936 RMACHADO@DONGHIA.COMLOUNGE 3 BANQUETTE, CEILING AND WALLS. AW P - 4 FA B R I C W R A P E D PA N E L MF R : M A H A R A M ST Y L E : M A N N E R 4 6 6 1 7 7 CO L O R : H U S H GI O T R A C K F A B R I C W R A P P E D P A N E L 005ZANDY RODON 305.778.8354 ZRODON@MAHARAM.COMLOUNGE 2, CEILING AND WALLS. AW P - 3 FA B R I C W R A P E D PA N E L MF R : C A R N E G I E ST Y L E : M E T E O R 6 4 2 7 CO L O R : 7 2 6 GIO TR A C K F A B R I C W R A P P E D P A N E L 726DOREEN HERNANDEZ 305.742.9112 DOREENH@CSFLORIDA.COMLOUNGE 1, CEILING AND WALLS. AW P - 2 FA B R I C W R A P E D PA N E L MF R : C A R N E G I E ST Y L E : S T R I E 6 4 2 3 CO L O R : 8 1 8 GIO TR A C K F A B R I C W R A P P E D P A N E L 818DOREEN HERNANDEZ 305.742.9112 DOREENH@CSFLORIDA.COMBANQUET HALL / MULTIPURPOSE ROOM WALL FINISHES. LEVEL 5 FINISH BEHIND WALL PAPER. AW P - 1 FA B R I C W R A P E D PA N E L MF R : M A H A R A M ST Y L E : M E L D 4 6 6 3 8 7 CO L O R : 0 2 5 K I S S GI O T R A C K F A B R I C W R A P P E D P A N E L 025 KISSZANDY RODON 305.778.8354 ZRODON@MAHARAM.COMFITNESS ROOM WALL COVERING FINISH ABOVE MIRRORS. LEVEL 5 FINISH BEHIND WALL PAPER. TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S ACOUSTICAL WALL PANELS GL - 3 EN E R G Y CO N S E R V A T I O N FI L M MF R : M A D I C O ST Y L E : C O M M E R C I A L CL E A R OV E R A L L E X I S T I N G E X T E R I O R S T O R E F R O N T GL A S S ( W E S T A N D E A S T E L E V A T I O N ) . P R O V I D E MO C K U P S A M P L E F O R A P P R O V A L F O R AR C H I T E C T ' S A P P R O V A L GL - 2 SE C U R I T Y GL A S S MF R : M A D I C O S T Y L E : A N T I - I N T R U S I O N C L E A R PR O V I D E M O C K U P S A M P L E F O R A P P R O V A L F O R AR C H I T E C T ' S A P P R O V A L GL - 1 DE C O R A T I V E FI L M MF R : 3 M ST Y L E : F A S A R A G L A S S F I N I S H E S MI L K Y W H I T E / M I L A N O 3 M CO N F E R E N C E R O O M G L A Z I N G . P R O V I D E M O C K UP S A M P L E F O R A P P R O V A L F O R A R C H I T E C T ' S AP P R O V A L TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S GL A S S L E G E N D NO T E : C O N T R A C T O R T O P R O V I D E S H O P D R A W I N G S W I T H T I L E I N S T A L L A T I O N F O R A L L F L O O R A N D W A L L T I L E S . A R C H I T E CT T O R E V I E W T I L E L A Y O U T A N D P A T T E R N I N T H E F I E L D (D R Y S T A C K E D ) W I T H C O N T R A C T O R P R I O R T O I N S T A L L A T I O N . C O N T R A C T O R T O P R O V I D E T I L E S H O P D R A W I N G S I N D I C A T I NG C O N T R O L P O I N T S F O R A R C H I T E C T T O R E V I E W . EP O B - 1 IN T E G R A L EP O X Y B A S E MF R : S T O N E H A R D S T O N E S H I E L D H R I EP O X Y F L O O R I N G SI Z E : M F R : S T O N E H A R D S T O N E S H I E L D HR I E P O X Y F L O O R I N G . . . FL A G S T O N E , S T A N D A R D TE X T U R E WW W . S T O N H A R D . C O M C A T E R I N G K I T C H E N , T R A S H EP O - 1 EP O X Y FL O O R I N G MF R : S T O N H A R D ST O N E S H I E L D H R I E P O X Y F L O O R I N G FL A G S T O N E , S T A N D A R D TE X T U R E WW W . S T O N H A R D . C O M C A T E R I N G K I T C H E N , T R A S H CO N C - 1 SE A L E D AR C H I T E C T U R A L C O N C R E T E SE L E C T E D B Y A R C H I T E C T R E F E R T O S P E C I F I C A T I O N S . PT - 6 G L A S S T I L E MF R : C E R A M I X M A T R I X 1 / 1 6 " G R O U T JO I N T W I D T H . C O L O R : W H I T E S I Z E : 4 " X 8 " 1/ 1 6 " G R O U T J O I N T W I D T H C O L O R : W H I T E BY C U S T O M SE E E L E V A T I O N S F O R LO C A T I O N S ; T I L E C O L O R S : PU R E S I L K , M A R G A R I T A , LA G O O N , S P R I N G GR E T E L D E L G R A D O , 78 6 - 2 9 9 - 6 5 3 2 GR E T E L D E L G A D O @ C E R A M I C M A TR I X . C O M KI O S K M I L L W O R K PT - 5 T I L E MF R : C E R A M I X M A T R I X SI Z E : 3 " X 8 " , 1 / 1 6 " G R O U T J O I N T W I D T H CO L O R : W H I T E B Y C U S T O M SE E E L E V A T I O N S F O R LO C A T I O N S ; T I L E C O L O R S : R 9 3 , R5 6 , R 7 3 GR E T E L D E L G R A D O , 78 6 - 2 9 9 - 6 5 3 2 GR E T E L D E L G A D O @ C E R A M I C M A TR I X . C O M KI O S K W A L L PT - 4 T I L E MF R : C O V E R I N T S T C SE E E L E V A T I O N S SI Z E : 1 " X 6 " , 1 / 1 6 " G R O U T J O I N T W I D T H CO L O R : 3 8 6 O Y S T E R G R E Y B Y C U S T O M CO L L E C T I O N : E C O - G R E S A S I A WA T E R L O O . C O L O R : W H I T E PA N T R Y B A C K S P L A S H PT - 3 T I L E MF R : C O L L B O R A T I V E A R C H I T E C T U R A L SU R F A C E S CA S T T I L E L I N E A R SI Z E : 1 2 " X 3 5 1 / 2 " , 1 / 8 " G R O U T J O I N T WI D T H . C O L O R T O M A T C H T I L E CH I P W A L T E R 78 6 . 2 5 7 . 8 0 6 8 CW @ C A S U R F A C E S . C O M BA T H R O O M W A L L F I N I S H PT - 2 T I L E MF R : M O S A SE E F I N I S H P L A N SI Z E : 1 2 " X 2 4 " , 1 / 8 " G R O U T J O I N T W I D T H , CO L O R 5 4 2 G R A Y S T O N E B Y C U S T O M 51 0 4 - V RO M Y S E I F E , ro m y . s e i f e @ m o s a . c o m , 78 6 . 4 0 5 . 3 2 5 0 BA T H R O O M F L O O R F I N I S H . C O N T R A C T O R TO C O O R D I N A T E S L A B F O R I N S T A L L A T I O N TO B E F L U S H W I T H O T H E R F I N I S H E S PT - 1 T I L E MF R : M O S A SE E F I N I S H P L A N SI Z E : 1 2 " X 2 4 " / 4 " X 2 4 " . 1 / 8 " G R O U T J O I N T WI D T H , C O L O R : 3 8 6 O Y S T E R G R E Y B Y CU S T O M 51 0 2 - V RO M Y S E I F E , ro m y . s e i f e @ m o s a . c o m , 78 6 . 4 0 5 . 3 2 5 0 CL A S S R O O M , W O R K S T A T I O N S , T E L E P H O N E , ME E T I N G S , C O N F E R E N C E , A N D B R E A K R O O M RO O M S . C O N T R A C T O R T O C O O R D I N A T E SL A B F O R I N S T A L L A T I N T O B E F L U S H W I T H OT H E R F I N I S E S TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S TI L E , C O N C R E T E & F L O O R I N G NO T E : A L L M I L L W O R K W I L L H A V E M E L A M I N E I N T E R I O R S . S E E D R A W I N G F O R C O L O R , B L A C K O R W H I T E . PL - 6 PL A S T I C LA M I N A T E MF R : W I L S O N A R T 15 5 0 4 - 3 1 / C H A R C O A L V E L V E T / TR A C E L E S S F I N I S H MY T R I C E W I N C H E S T E R MY T R I C E . W I N C H E S T E R @ W I L S O NA R T . C O M 75 4 . 8 1 6 . 0 2 9 9 CO R R D I O R 1 2 1 , N O R T H E L E V A T I O N D O O R S PL - 5 PL A S T I C LA M I N A T E MF R : F O R M I C A 92 3 - 5 8 SU R F M A T T E F I N I S H RI C K A R M S T R O N G , ri c k . a r m s t r o n g @ f o r m i c a . c o m , 67 8 . 8 7 8 . 6 3 7 4 HA L L W A Y B E H I N D R E C E P T I O N D E S K , BR E A K R O O M C A B I N E T R Y PL - 4 MA G N E T I C MA R K E R B O A R D MF R : W I L S O N A R T M 8 2 0 7 - 5 8 / M A T T E F I N I S H MY T R I C E W I N C H E S T E R MY T R I C E . W I N C H E S T E R @ W I L S O NA R T . C O M 75 4 . 8 1 6 . 0 2 9 9 OF F I C E , C L A S S R O O M PL - 3 PL A S T I C LA M I N A T E MF R : C H E M E T A L 30 5 AN T I Q U E B R U S H E D D A R K RO S S A N A D I A Z 30 5 . 4 0 7 . 4 5 7 3 RD I A Z @ R I C H E L I E U . C O M RE C E P T I O N D E S K PL - 2 PL A S T I C LA M I N A T E MF R : F O R M I C A 72 2 3 C - 5 8 72 2 3 C - 5 8 / N E W W H I T E M A T T E FI N I S H RI C K A R M S T R O N G , ri c k . a r m s t r o n g @ f o r m i c a . c o m , 67 8 . 8 7 8 . 6 3 7 4 KI O S K C A B I N E T R Y PL - 1 PL A S T I C LA M I N A T E MF R : W I L S O N A R T 79 9 6 - 3 8 79 9 6 - 3 8 / F I N E V E L V E T T E X T U R E FI N I S H MY T R I C E W I N C H E S T E R MY T R I C E . W I N C H E S T E R @ W I L S O NA R T . C O M 75 4 . 8 1 6 . 0 2 9 9 MI L L W O R K F I N I S H I N C O R R I D O R . P V C E D G E DO E L L K E N W O O D G R A I N S E L E C T O R 3 2 0 1 GO L D E N O A K ( M A N U F A C T U R E R P V C F R E E AL T E R N A T E P R E F E R E D ) TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S PL A S T I C L A M I N A T E NO T E S : IF U S E D O N M E T A L ( D O O R S ) C O A T I N G S S H A L L B E : 1. A L K Y D S Y S T E M ( W A T E R B A S E D ) A. L O W S H E E N F I N I S H : 1. 1 S T C O A T : S - W P R O I N D U S T R I A L P R O - C R Y C L U N I V E R S A L PRIMER, B66-1310 SERIES (5.0-10.00 MILS WET, 1.8-3 .6 MILS DRY) 2. 2 N D C O A T : S - W P R O I N D U S T R I A L W A T E R B A S E D A L K Y D U RETHANE ENAMEL LOW SHEEN, B53-1250 SERIES. 3. 3 R D C O A T : S - W P R O I N D U S T R I A L W A T E R B A S E D A L K Y D U RETHANE ENAMEL LOW SHEEN, B53-1250 SERIES (4.0-5.0 MILS WET, 1.4 - 1.7 MILS DRY PER COAT) IF U S E D O N D R Y W A L L - ( W A L L S , C E I L I N G , G Y P S U M B O A R D ) 1. E P O X Y S Y S T E M S ( W A T E R B A S E D ) A. E G - S H E L F I N I S H 1. 1 S T C O A T : S - W P R O M A R 2 0 0 Z E R O V O C L A T E X P R I M E R , B28W02600 (4.0 MILS WET, 1.0 MILS DRY) 2. 2 N D C O A T : S - W P R O I N D U S T R I A L P R E - C A T A L Y Z E D W A T E R BASED EPOXY EG-SHEL, K45 - SERIES 3. 3 R D C O A T : S - W P R O I N D U S T R A I L P R E - C A T A L Y Z E D W A T E R BASED EPOXY EG-SHEL, K45 - SERIES (4 MILS WET, 1.5 MILS DRY PER COAT) P- 5 P A I N T M F R : S H E R W I N - W I L L I A M S S W T B D Glen J. Remler Glenn.J.Remler@Sherwin.com 954.574.1217DOOR FROM KITCHEN TO BANQUET HALL, PAINT TO MATCH ADJACENT ACOUTICAL PANEL AWP-2 P- 4 P A I N T M F R : S H E R W I N - W I L L I A M S S W T B D Glen J. Remler Glenn.J.Remler@Sherwin.com 954.574.1217KIOSK WALLS P- 3 P A I N T M F R : S H E R W I N - W I L L I A M S S W 7 6 7 4 P E P P E R C O R N Glen J. Remler Glenn.J.Remler@Sherwin.com 954.574.1217HALLWAY CEILING, HALLWAY WALLS, HALLWAY DOORS & FRAMES. USE "0" VOC FORMULA WITH INTEGRAL PRIMER P- 2 P A I N T M F R : S H E R W I N - W I L L I A M S S W 9 1 6 6 D R I F T O F M I S T Glen J. Remler Glenn.J.Remler@Sherwin.com 954.574.1217CEILING COVES. USE "0" VOC FORMULA WITH INTEGRAL PRIMER P- 1 P A I N T M F R : S H E R W I N W I L L I A M S S W 7 1 0 2 W H I T E F L O U R Glen J. Remler Glenn.J.Remler@Sherwin.com 954.574.1217TYP. CEILING, TYP. DOORS, TYP. DOOR FRAMES,OFFICE WALLS, CLASSROOM WALLS. USE "0" VOC FORMULA WITH INTEGRAL PRIMER TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S PAINT MT - 3 ST A I N L E S S ST E E L MF R : SI Z E : 5 ' A F F ST A I N L E S S S T E E L - NO N D I R E C T I O N A L S T A I N L E S S S T E E L B A S E . PR O V I D E S A M P L E F O R A R C H I T E C T S AP P R O V A L . MT - 1 R O D S MF R : SI Z E : R E F E R T O D R A W I N G S AN T I Q U E S A T I N B R A S S - NO N D I R E C T I O N A L . P R O V I D E S A M P L E F O R AR C H I T E C T S A P P R O V A L . TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S ME T A L S C H E D U L E WD - 4 W A L L B A S E TB D SI Z E : 2 " M I L L W O R K , 8 " F I T N E S S C E N T E R MI L L W O R K E R T O P R O V I D E SE E F I T N E S S C E N T E R D E T A I L S F O R T I L E BA S E I N S T A L L A T I O N . PL - 3 W A L L B A S E S I Z E : V A R I E S ( 2 1 / 2 " O R 3 / 4 " ) RE F E R T O P L A S T I C L A M I N A T E PL - 3 ON M I L L W O R K W I T H P L - 1 MB - 3 W A L L B A S E MF R : SI Z E : 2 1 / 2 " " B A S E AN T I Q U E B R O N Z E LO B B Y W A L L S W I T H S T - 1 MB - 2 W A L L B A S E MF R : SI Z E : 2 1 / 2 " " B A S E ST A I N L E S S S T E E L NO N - D I R E C T I O N A L . P R O V I D E S A M P L E F O R AR C H I T E C T S A P P R O V A L MB - 1 W A L L B A S E MF R : T B D S I Z E : 1 / 4 " M E T A L T O M A T C H HE I G H O F E X I S T I N G S T O R E F R O N T MU L L I O N ST A I N L E S S S T E E L WI T H T E R R A Z O F L O O R A T P E R I M E T E R WA L L S M E E T I N G E X I S T I N G S T O R E F R O N T RB - 3 W A L L B A S E MF R : R O P P E SI Z E : 2 1 / / 2 " P I N N A C L E - T Y P E T S - 1 / 8 " 16 1 S N O W KR I S T Y N A S H , k n a s h @ r o p p e . c o m , RO P P E C O R P O R A T I O N , 41 9 . 6 1 9 . 5 7 6 6 AL L P - 2 W A L L U N L E S S O T H E R W I S E N O T E D RB - 2 W A L L B A S E MF R : R O P P E SI Z E : 2 1 / 2 " P I N N A C L E - T Y P E T S - 1 / 8 " TB D , M A T C H P A I N T C O L O R KR I S T Y N A S H , k n a s h @ r o p p e . c o m , RO P P E C O R P O R A T I O N , 41 9 . 6 1 9 . 5 7 6 6 BA C K H A L L W A Y . RB - 1 W A L L B A S E MF R : R O P P E SI Z E : 2 1 / 2 " P I N N A C L E - T Y P E T S - 1 / 8 " 17 0 W H I T E KR I S T Y N A S H , k n a s h @ r o p p e . c o m , RO P P E C O R P O R A T I O N , 41 9 . 6 1 9 . 5 7 6 6 OF F I C E . D I R E C T G L U E I N S T A L L A T I O N P E R MF R . R E C O M M E N D A T I O N S . TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S FL O O R B A S E S NO T E S : 1. A L T A T R E A T M E N T T O B E A P P L I E D T O A L L U P H O S T E R Y W I TH NO STAIN PROTECTION UF - 8 U P H O L S T E R Y MF R : P O L L A C K ST Y L E : B E R L I N 4 2 1 9 CO L O R : 0 8 O P E N S E A 08 OPEN SEARUBEN MACHADO 954.592.3936 RMACHADO@DONGHIA.COMGAME LOUNGE BANQUETTE BACKING UF - 7 U P H O L S T E R Y MF R : D E S I G N T E X ST Y L E : S H I M M E R I N G T I D E 3 2 4 2 CO L O R : L A G O O N 5 0 1 BURLAP WEAVE 3816-701 /GLAZED GINGERSAMANTHA KAN 954.213.2576 skan@designtex.comGAME LOUNGE BANQUETTE SEATING UF - 6 U P H O L S T E R Y MF R : P O L L A C K ST Y L E : B E R L I N 4 2 1 9 CO L O R : 1 2 S A L T W A T E R 4219/12 SALTWATERRUBEN MACHADO 954.592.3936 RMACHADO@DONGHIA.COMLOUNGE 3 BANQUETTE BACK CUSHIONS. UF - 5 U P H O L S T E R Y MF R : B R E N T A N O ST Y L E : G A L A X Y CO L O R : N E P T U N E 3 9 8 7 - 0 6 NEPTUNE 3987-06RUBEN MACHADO 954.592.3936 RMACHADO@DONGHIA.COMLOUNGE 3 BANQUETTE SEATING UF - 4 U P H O L S T E R Y MF R : M A H A R A M ST Y L E : C H A S M 4 6 6 6 4 0 4 CO L O R : 0 0 4 A R T I F A C T 004 ARTIFACTZANDY RODON 305.778.8354 ZRODON@MAHARAM.COMLOUNGE 2 BANQUETTE BACK CUSHIONS. UF - 3 U P H O L S T E R Y MF R : B R E N T A N O ST Y L E : P L E I N A I R CO L O R : R I V E R S T O N E 5 7 1 1 - 0 5 5711-05RUBEN MACHADO 954.592.3936 RMACHADO@DONGHIA.COMLOUNGE 2 BANQUETTE SEATING UF - 2 U P H O L S T E R Y MF R : B R E N T A N O ST Y L E : R E A D Y T O W E A R CO L O R : B I K I N I 1 7 0 0 - 0 8 1700-.08RUBEN MACHADO 954.592.3936 RMACHADO@DONGHIA.COMLOUNGE 1 BANQUETTE BACK CUSHIONS UF - 1 U P H O L S T E R Y MF R : B R E N T A N O ST Y L E : G A L A X Y CO L O R : A S T E R O I D 3 9 8 7 - 1 0 3987-10RUBEN MACHADO 954.592.3936 RMACHADO@DONGHIA.COMLOUNGE 1 BANQUETTE SEATING TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S UPHOLSTERY FABRIC SS - 2 Q U A R T Z MF R : C A M B R I A ST Y L E : SI Z E : 3 / 4 " T H I C K 11 4 1 P U R E W H I T E CA R O L I N A C O E L H O CA R O L I N A . C O E L H O @ C A E S A R S T ON E U S . C O M KI O S K C O U N T E R T O P SS - 1 Q U A R T Z MF R : C A E S A R S T O N E ST Y L E : 6 1 4 1 O C E A N F O A M SI Z E : 3 / 4 " T H I C K 61 4 1 O C E A N F R O N T CA R O L I N A C O E L H O CA R O L I N A . C O E L H O @ C A E S A R S T ON E U S . C O M BA N Q U E T A N D C O R R I D O R P A N T R Y CO U N T E R T O P TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S SO L I D S U R F A C E CF - 2 C U R T A I N MF R : L U T R O N ST Y L E : B L A C K O U T A N D S H E E R C U R T A I N SI Z E : S E E P L A N T O C A L C U L A T E L E N G H T SH E E R C U R T A I N : M F R : JF F A B R I C S C O L O R : L O D G E 17 0 J 7 7 6 1 , B L A C K O U T M F R : VI L L A N O V A , C U R T A I N C O L O R . . . NI R A G A U T A / M A N U E L A B E L L O ma b e l l o @ l u t r o n . c o m , ng a u t a m @ l u t r o n . c o m DU A L R E C E S S E D D R A P E R Y T R A C K F O R BA N Q U E T H A L L . P R O V I D E F I R E R A T E D TR E A T M E N T , A N D A L T A T R E A T M E N T F O R S T A I N RE S I S T A N C E CF - 1 C U R T A I N MF R : L U T R O N ST Y L E : L I G H T W E I G H T S I Z E : S E E P L A N TO C A L C U L A T E L E N G H T SH E E R C U R T A I N : M F R : JF F A B R I C S C O L O R : Z A H A R A 51 J 7 3 2 1 NI R A G A U T A / M A N U E L A B E L L O ma b e l l o @ l u t r o n . c o m , ng a u t a m @ l u t r o n . c o m SI N G L E D R A P E R Y T R A C K F O R F I T N E R C E N T E R . PR O V I D E F I R E R A T E D T R E A T M E N T , A N D A L T A TR E A T M E N T F O R S T A I N R E S I S T A N C E TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S CU R T A I N F A B R I C GF - 1 DE C O R A T I V E GR A P H I C MF R : T B D T B D 3 M C A T E R I N G K I T C H E N TA G T Y P E D E S C R I P T I O N / I N S T A L L A T I O N C O L O R C O N T A C T R E M A R K S GRAPHIC LEGEND NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 FO R C O R N E R G U A R D S A N D M E T A L T R A N S I T I O N S R E F E R T O S H EET: A52 -01 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303SEAL/SIGNATURE 1 2 / 7 / 2 0 1 8 3 : 0 9 : 5 4 P M C : \ U s e r s \ e s e a r c h \ D o c u m e n t s \ 0 0 R E V I T P R O J E C T S \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 . r v t S00 -00STRUCTURES GENERAL NOTES SYMBOLS AND ABBREVIATIONSCheckerES810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATEPERMIT SET 12.06.2018 ST R U C T U R A L S T E E L : "S P E C I F I C A T I O N F O R S T R U C T U R A L S T E E L B U I L D I N G S ” , CO N F O R M I N G T O T H E P R O V I S I O N S O F L O A D RE S I S T A N C E F A C T O R D E S I G N T HE A M E R I C A N I N S T I T U T E O F S T E E L C O N S T R U C T I O N ( AI S C 3 6 0 -10 ) CD -2 LI V E L O A D S : OF F I C E S , C L A S S R O O M S , F I T N E S S RO O M 50 PS F LO B B I E S & C O R R I D O R S 10 0 PS F EX I T F A C I L I T I E S 10 0 PS F KI T C H E N 15 0 PS F LI G H T S T O R A G E A R E A 12 5 PS F ME C H A N I C A L R O O M S 15 0 PS F CD -3 RI S K CA T E G O R Y II CD -4 WI N D L O A D D E S I G N D A T A : BA S I C W I N D S P E E D , V 17 5 MP H EX P O S U R E D IN T E R N A L P R E S S U R E C O E F F I C I E N T ± 0. 1 8 CD -5 CO M P O N E N T & C L A D D I N G W I N D P R E S S U R E S : ZO N E 5 ( C O R N E R S ) : + 7 3 P S F / -10 2 P S F ( A L L E F F E C T I V E W I N D A R E A S ) ZO N E 4 ( F I E L D ) : + 7 3 P S F / -80 P S F ( A L L E F F E C T I V E W I N D A R E A S ) CO R N E R Z O N E S A R E 15 F T W I D E . AL L D O O R S , W I N D O W S , W A L L S , A N D S T O R E R O N T I N T H E S C O P E O F T H I S P R O J E C T A R E IN ZO N E 4 . RO O F T O P M E C H A N I C A L U N I T S UP L I F T : 12 2 P S F LA T E R A L : 15 5 P S F AL L P R E S S U R E S S H O W N R E P R E S E N T U L T I M A T E ( L R F D ) L O A D S . F O R S E R V I C E ( A S D ) L O A D S , M U L T I P L Y VA L U E S S H O W N B Y 0 . 6 DE DE M O L I T I O N DE -1 TH E C O N T R A C T O R I S F U L L Y R E S P O N S I B L E F O R T H E M E A N S A N D M E T H O D S O F D E M O L I T I O N A N D TH E I N T E G R I T Y A N D S T A B I L I T Y O F T H E E X I S T I N G ST R U C T U R E D U R I N G D E M O L I T I O N U N T I L T H E W O R K IS C O M P L E T E D . T H E C O N T R A C T O R S H A L L P R O V I D E S H O R I N G I N R E Q U I R E D L O C A T I O N S W H E R E EX I S T I N G C O N S T R U C T I O N T O R E M A I N W I L L B E A F F E C T E D B Y D E M O L I T I O N . CO N T R A C T O R S H A L L RE T A I N A PR O F E S S I O N A L EN G I N E E R LI C E N S E D IN T H E S T A T E WH E R E TH E P R O J E C T I S L O C A T E D T O DE S I G N S H O R I N G . DE -2 TH E C O N T R A C T O R I S R E S PO N S I B L E F O R R E P A I R S T O A N Y S T R U C T U R A L E L E M E N T S W H I C H A R E T O RE M A I N A N D T H A T H A V E B E E N D A M A G E D D U R I N G T H E D E M O L I T I O N P R O C E S S T O T H E C O M P L E T E SA T I S F A C T I O N O F T H E O W N E R . T H E R E P A I R S S H A L L B E A T N O E X P E N S E T O T H E O W N E R . A L L RE P A I R W O R K S H A L L B E D E S I G N E D B Y A PR O F E S S I O N A L EN G I N E E R LI C E N S E D IN T H E S T A T E W H E R E TH E P R O J E C T I S L O C A T E D AN D S U B M I T T E D T O T H E SE R FO R R E V I E W A N D A P P R O V A L P R I O R T O GR GE N E R A L R E Q U I R E M E N T S GR -1 AS U S E D I N T H E S E G E N E R A L N O T E S : "D R A W I N G S " M E A N S T H E L A T E S T S T R U C T U R A L D E S I G N D R A W I N G S , U O N . "S P E C I F I C A T I O N S " M E A NS T H E L A T E S T P R O J E C T S P E C I F I C A T I O N S , U O N . “C O N T R A C T D O C U M E N T S ” I S D E F I N E D A S T H E D E S I G N D R A W I N G S A N D T H E S P E C I FI C A T I O N S “S E R ” I S D E F I N E D A S T H E S T R U C T U R A L E N G I N E E R O F R E C O R D F O R T H E S T R U C T U R E I N I T S FI N A L C O N D I T I O N . “D E S I G N P R O F E S S I O N A L S ” I S D E F I N E D A S TH E O W N E R ’ S A R C H I T E C T A N D S E R . “M E P ” I N C L U D E S , B U T I S N O T L I M I T E D T O M E C H A N I C A L , E L E C T R I C A L , P L U M B I N G , F I R E PR O T E C T I O N . “C O N T R A C T O R ” I S D E F I N E D T O I N C L U D E A N Y O F T H E F O L L O W I N G : G E N E R A L C O N T R A C T O R A N D TH E I R S U B C O N T R A C T O R S , C O N S T R U C T I O N M A N A G E R AN D T H E I R SU B C O N T R A C T O R S , ST R U C T U R A L S T E E L F A B R I C A T O R O R S T R U C T U R A L S T E E L E R E C T O R . “B A S E B U I L D I N G S T R U C T U R E ” I S D E F I N E D A S T H E S T R U C T U R A L F R A M E D E S I G N E D B Y TH O R N T O N T O M A S E T T I . “S T R U C T U R E I N I T S F I N A L C O N D I T I O N ” M E A N S A L L S T R U C T U R A L E L E M E N T S S H O W N O N T H E ST R U C T U R AL C O N T R A C T D O C U M E N T S A R E I N S T A L L E D A N D C O M P L E T E L Y C O N N E C T E D A N D IN S P E C T E D W I T H N O O U TS T A N D I N G N O N -CO M P L I A N C E I S S U E S . “D E L E G A T E D D E S I G N ” M E A N S A S C O P E O F W O R K T H A T M E E T S P E R F O R M A N C E C R I T E R I A ES T A B L I S H E D I N T H E C O N T R A C T D O C U M E N T S A N D I S T O B E C O M P L E T E D B Y T HE CO N T R A C T O R ’ S L I C E N S E D E N G I N E E R . GR -2 TH E C O N T R A C T O R I S R E S P O N S I B L E F O R C O O R D I N A T I O N O F T H E S T R U C T U R A L W O R K W I T H T H E AR C H I T E C T U R A L , C I V I L , M E P C O N T R A C T D O C U M E N T S , A S W E L L A S A N Y O T H E R A P P L I C A B L E TR A D E S . GR -3 TH E C O N T R A C T O R I S R E S P O N S I B L E F O R T H E S T A BI L I T Y O F T H E S T R U C T U R E U N T I L T H E CO N S T R U C T I O N O F T H E S T R U C T U R E R E A C H E S I T S FI N A L C O N D I T I O N . GR -4 TH E C O N T R A C T O R I S S O L E L Y R E S P O N S I B L E F O R T H E D E S I G N , I N S T A L L A T I O N , A N D R E M O V A L O F TE M P O R A R Y B R A C I N G A N D C O N S T R U C T I O N S U P P O R T S , F O R N E W A N D E X I S T I N G S T R U C T U R E S, A S NE C E S S A R Y T O C O M P L E T E T H E P R O J E C T . N O P O R T I O N O F T H E P R O J E C T W H I L E U N D E R CO N S T R U C T I O N I S I N T E N D E D T O B E S T A B L E I N T H E A B S E N C E O F T H E C O N T R A C T O R ’ S T E M P O R A R Y SU P P O R T S A N D B R A C E S . C O N T R A C T O R S H A L L R E T A I N A PR O F E S S I O N A L EN G I N E E R L I C E N S E D I N TH E S T A T E WH E R E TH E P R O J E C T I S L O C A T E D T O D E S I G N T E M P O R A R Y B R A C I N G A N D CO N S T R U C T I O N S U P P O R T S . GR -5 TH E S P E C I F I C A T I O N S A R E A N I N T E G R A L P A R T O F T H E C O N T R A C T D O C U M E N T S A N D S H A L L B E U S E D IN C O N J U N C T I O N W I T H T H E S T R U C T U R A L D R A W I N G S . GR -6 TH E C O N TR A C T O R S H A L L V E R I F Y A L L E X I S T I N G D I M E N S I O N S A N D C O N D I T I O N S A N D C O O R D I N A T E WI T H T H E S T R U C T U R A L D R A W I N G S , A R C H I T E C T U R A L D R A W I N G S , D R A W I N G S F R O M O T H E R CO N S U L T A N T S , P R O J E C T S H O P D R A W I N G S A N D F I E L D C O N D I T I O N S . GR -7 IN C A S E S O F C O N F L I C T B E T W E E N D R A W I N G S A N D / O R S P E C I F I C A T I O N S A N D O T H E R D I S C I P L I N E S O R EX I S T I N G C O N D I T I O N S , C O N T R A C T O R S H A L L N O T I F Y T H E DE S I G N P R O F E S S I O N A L S AN D O B T A I N CL A R I F I C A T I O N P R I O R T O B I D D I N G A N D P R O C E E D I N G W I T H W O R K . GR -8 AP P L Y D E T A I L S , S E C T I O N S , A N D N O T E S O N T H E D R A W I N G S W H E R E C O N D I T I O N S AR E S I M I L A R T O TH O S E I N D I C A T E D B Y D E T A I L , DE T A I L T I T L E O R N O T E . GR -9 ON L Y U S E D I M E N S I O N S I N D I C A T E D O N T H E D R A W I N G S . D O N O T S C A L E D R A W I N G S . GR -1 0 AS S U M E E Q U A L S P A C I N G B E T W E E N ES T A B L I S H E D D I M E N S I O N S , IF N O T I N D I C A T E D O N D R A W I N G S . GR -1 1 CE N T E R L I N E S O F C O L U M N S A N D F O U N D A T I O N S C O I N C I D E W I T H G R I D L I N E I N T E R S E C T I O N S , U O N . GR -1 2 CE N T E R L I N E S O F G R A D E B E A M S A N D W A L L S C O I N C I D E W I T H C E N T E R L I N E S O F F O U N D A T I O N S , U O N . GR -1 3 CE N T E R L I N E S O F F R A M I N G M E M B E R S C O I N C I D E W I T H C O L U M N C E N T E R L I N E S , U O N . GR -1 4 TH E C O N T RA C T O R S H A L L P R O T E C T E X I S T I N G F A C I L I T I E S , S T R U C T U R E S A N D U T I L I T I E S F R O M DA M A G E . GR -1 5 TH E C O N T R A C T O R S H A L L V E R I F Y TH A T CO N S T R U C T I O N L O A D S D O N O T E X C E E D T H E C A P A C I T Y O F TH E S T R U C T U R E A T T H E T I M E T H E L O A D I S A P P L I E D . GR -1 6 TH E C O N T R A C T O R S H A L L C O O R D I N A T E T H E B O T T O M O F B A S E P L A T E E L E V A T I O N S W I T H T H E A S - BU I L T T O P O F SU P P O R T EL E V A T I O N S . GR -1 7 TH E C O N T R A C T O R S H A L L V E R I F Y A L L O P E N I N G S I Z E S A N D L O C A T I O N S W I T H O T H E R D I S C I P L I N E S . TH E D R A W I N G S D O N O T S H O W A L L O P E N I N G S R E Q U I R E D . A D D I T I O N A L O P E N I N G S , B L O C K O U T S AN D SL E E V E S M A Y B E R E Q U I R E D B Y O T H E R D I S C I P L I N E S A N D S H A L L B E C O N S T R U C T E D U S I N G T H E TY P I C A L D E T A I L S A N D / O R T H E C R I T E R I A I N D I C A T E D O N T H E D R A W I N G S . OP E N I N G S R E Q U I R E D B U T NO T S H O W N O N T H E S T R U C T U R A L D R A W I N G S M U S T B E A P P R O V E D B Y T H E SE R . GR -1 8 EL E V A T I O N S I N DI C A T E D O N ST R U C T U R A L D R A W I N G S A R E BA S E D O N A P R O J E C T D A T U M I N D I C A T E D ON T H E AR C H I T E C T U R A L DR A W I N G S . GR -19 SE E A R C H I T E C T U R A L , C I V I L , M E P , AN D V E R T I C A L T R A N S P O R T A T I O N , C O N T R A C T D O C U M E N T S F O R AD D I T I O N A L I N F O R M A T I O N R E L A T I N G T O T H E C O O R D I N A T I O N O F ST R U C T U R A L C O M P O N E N T S IN C L U D I N G , B U T N O T L I M I T E D T O : AR C H I T E C T U R A L : FI N I S H E L E V A T I O N S WA T E R P R O O F I N G A N D D A M P -PR O O F I N G D E T A I L S RA M P G E O M E T R Y , P I T S , S L A B S L O P E S A N D D E P R E S S I O N S EX A C T O P E N I N G SI Z E S F O R P I P E S , D U C T S , E T C . CO N C R E T E C U R B S A N D H O U S E K E E P I N G P A D S FI R E R A T I N G S OP E R A B L E P A R T I T I O N S ME P : PI P E A N D D U C T S I Z E S F O R O P E N I N G A N D S L E E V E CO O R D I N A T I O N FL O O R D R A I N S EQ U I P M E N T C U R B S CO N D U I T S A N D E M B E D M E N T S I N W A L L S A N D S L A B S CD CO D E S A N D D E S I G N C R I T E R I A CD -1 PE R F O R M AL L C O N S T R U C T I O N I N C O N F O R M A N C E W I T H T H E B U I L D I N G A N D D E S I G N C O D E S RE F E R E N C E D W I T H I N T H E S E D O C U M E N T S . T H E P R O J E C T D O C U M E N T S R E F E R T O T H E F O L L O W I N G CO D E S A N D S T A N D A R D S , U O N : FL O R I D A B U I L D I N G C O D E 2 0 1 7 ( 6 TH ED I T I O N ) ST R U C T U R A L C O N C R E T E : "B U I L D I N G C O D E R E Q U I R E M E N T S F O R S T R U CT U R A L C O N C R E T E " TH E A M E R I C A N C O N C R E T E I N S T I T U T E ( A C I 3 1 8 -14 ) CO N C R E T E M A S O N R Y : "B U I L D I N G C O D E R E Q U I R E M E N T S F O R C O N C R E T E M A S O N R Y S T R U C T U R E S " TH E A M E R I C A N C O N C R E T E I N S T I T U T E ( A C I 5 3 0 -13 ) CO M M E N C I N G R E P A I R W O R K . DE -3 AL L E X I S T I N G F R A M I N G I S I N D I C A T E D F O R R E F E R E N C E O N L Y A N D I S T O B E F I E L D V E R I F I E D B Y T H E CO N T R A C T O R . VE R I F Y TH E E X A C T E X T E N T O F D E M O L I T I O N A T T H E S I T E . D E T E R M I N E T H E N A T U R E AN D E X T E N T O F D E M O L I T I O N T H A T W I L L B E N E C E S S A R Y B Y C O M P A R I N G T H E C O N T R A C T DO C U M E N T S W I T H T H E E X I S T I N G C O N S T R U C T I O N . IM M E D I A T E L Y N O T I F Y T H E D E S I G N PR O F E S S I O N A L S O F A N Y I N C O N S I S T E N C I E S . DE -4 TH E C O N T R A C T O R S H A L L U S E T H E S T R U C T U R A L C O N T R A C T D O C U M E N T S I N C O N J U N C T I O N W I T H TH E A R C H I T E C T U R A L A N D M E P D E M O L I T I O N C O N T R A C T D O C U M E N T S . I N T H E E V E N T O F C O N F L I C T S , TH E C O N T R A C T O R S HA L L I M M E D I A T E L Y N O T I F Y T H E DE S I G N P R O F E S S I O N A L S . DE -5 TH E C O N T R A C T O R S H A L L U S E Q U A L I F I E D , E X P E R I E N C E D P E R S O N N E L F O R D E M O L I T I O N A N D RE M O V A L O P E R A T I O N S . PE R F O R M DE M O L I T I O N A N D R E M O V A L O P E R A T I O N S I N A C A R E F U L A N D OR D E R L Y M A N N E R T O P R E V E N T H A Z A R D S T O P E R S O N S, D A M A G E T O P R O P E R T Y , A N D T H E SP R E A D I N G O F D U S T A N D D E B R I S . DE -6 DO N O T P E R M I T PO R T I O N S O F T H E S T R U C T U R E T O F A L L N O R D E B R I S TO DR O P E X C E P T B Y ME T H O D S W H I C H W I L L I N S U R E I N T E G R I T Y O F T H E S T R U C T U R E . DE -7 PR I O R T O T H E S T A R T O F W O R K , V E R I F Y T H A T T H E S C O P E O F DE M O L I T I O N I N D I C A T E D O N T H E CO N T R A C T D O C U M E N T S S H A L L N O T D A M A G E , C U T O R D I S R U P T S E R V I C E O F A N Y M E C H A N I C A L SY S T E M , E L E C T R I C A L S Y S T E M O R U T I L I T Y E M B E D D E D I N T H E E X I S T I N G S T R U C T U R E . DE -8 DO N O T R E M O V E M O R E O F T H E E X I S T I N G S T R U C T U R E T H A N I N D I C A T E D O N C O N T R A C T DO C U M E N T S . D O N O T D A M A G E , M A R , C U T O R D E F A C E T H E R E M A I N I N G S T R U C T U R E O R M A T E R I A L S TO B E R E U S E D . DE -9 TH E C O N T R A C T O R S H A L L I N C L U D E I N H I S B I D T H E C O S T O F R E M O V I N G D E M O L I S H E D M A T E R I A L S FR O M T H E S I T E I N A C C O R D A N C E W I T H A L L A P P L I C A B L E L A W S , C O D E S , A N D RE G U L A T I O N S . DE -10 W H E R E N E W O P E N I N G S I N E X I S T I N G C O N C R E T E S L A B S OR W A L L S AR E T O B E C R E A T E D , T H E DE M O L I T I O N C O N T R A C T O R S H A L L C O R E H O L E S A T T H E O U T S I D E C O R N E R S O F T H E N E W O P E N I N G PR I O R T O D E M O L I T I O N . S A W -CU T A N D D E M O L I S H S L A B OR W A L L ON L Y A F T E R T H E I N S TA L L A T I O N O F AL L R E Q U I R E D N E W S T R U C T U R A L F R A M I N G A N D / O R R E I N F O R C E M E N T I N P L A N O R S E C T I O N , U O N . SA W C U T T I N G S H A L L B E S T R A I G H T A N D S H A L L N O T E X T E N D I N T O E X I S T I N G S L A B OR W A L L TO RE M A I N N O R B E Y O N D T H E H O L E S C O R E D A T T H E C O R N E R S O F T H E N E W O P E N I N G . DI DE L E G AT E D D E S I G N IT E M S DI -1 TH E C O N T R A C T O R S H A L L E M P L O Y O R R E T A I N A PR O F E S S I O N A L EN G I N E E R LI C E N S E D IN T H E S T A T E W H E R E TH I S P R O J E C T I S L O C A T E D T O D E S I G N A N D D E T A I L DE L E G A T E D D E S I G N I T E M S T O M E E T T H E PE R F O R M A N C E AN D D E S I G N CR I T E R I A E S T A B L I S H E D AS P A R T O F T H E B A S E B U I L D I N G S T R U C T U R E IN D I C A T E D I N T H E C O N T R A C T D O C U M E N T S I N C L U D I N G B U T N O T L I M I T E D T O : LI G H T G A U G E M E T A L F R A M I N G SU SU B M I T T A L S SU -1 TH E C O N T R A C T O R I S T O R E V I E W E A C H S U B M I T T A L P R I O R T O F O R W A R D I N G T O DE S I G N PR O F E S S I O N A L S . T H E C O N T R A C T O R I S T O S T A M P E A C H S U B M I T T A L V E R I F Y I N G T H A T T H E FO L L O W I N G I S A D D R E S S E D : 1. TH E S H O P DR A W I N G I S R E Q U E S T E D . 2. TH E S H O P D R A W I N G I S B A S E D O N T H E L A T E S T D E S I G N . 3. TH E DE S I G N P R O F E S S I O N A L S ’ CO M M E N T S F R O M A N Y P R E V I O U S S U B M I T T A L S A R E A D D R E S S E D . 4. TH E W O R K I S C O O R D I N A T E D A M O N G A L L C O N S T R U C T I O N T R A D E S . 5. RE V I S I O N S F R O M P R E V I O U S S U B M I T T A L S A R E C LE A R L Y M A R K E D B Y C I R C L I N G O R C L O U D S . 6. SU B M I T T A L I S C O M P L E T E . 7. SU B M I T T A L D O E S N O T I N C L U D E S U B S T I T U T I O N R E Q U E S T 8. SU B M I T T A L S H A L L I N C L U D E A S T A M P I N D I C A T I N G P R O J E C T N A M E A N D L O C A T I O N , S U B M I T T A L NU M B E R , S P E C I F I C A T I O N S E C T I O N N U M B E R . TH E SE R SH A L L R ET U R N , W I T H O U T C O M M E N T , S U B M I T T A L S W H I C H T H E C O N T R A C T O R H A S N O T ST A M P E D O R W H I C H D O N O T M E E T T H E A B O V E R E Q U I R E M E N T S . T H E SER’S REVIEW OF SU B M I T T A L S S H A L L B E F O R G E N E R A L C O N F O R M A N C E W I T H T H E D E S I G N I N T E N T . N O W O R K S H A L L BE S T A R T E D W I T H O U T S U C H R E V I E W . SU -2 FO R C O M P O N E N T S T H A T R E Q U I R E E N G I N E E R I N G B Y T H E CONTRACTOR , PROVIDE A NOTE ON EACH SH O P D R A W I N G , W R I T T E N A N D S I G N E D B Y T H E S U P P L I E R ' S E N G I N E E R , I N D I C A T I N G T H A T T H E S H O P DR A W I N G I S I N C O N F O R M A N C E W I T H T H E C A L C U L A T I O N S O F T H E CONTRACTOR'S ENGINEER. SU -3 TH E F O L L O W I N G I T E M S R E Q U I R E S U B M I T T A L S F O R S T R U C T U R A L R E V I E W A S O U T L I N E D I N T H E SP E C I F I C A T I O N S : 03 1 0 0 0 S CA L C CONCRETE FORMWORK 03 2 0 0 0 S CONCRETE REINFORCING LAYOUT 03 3 0 0 0 CA L C CONCRETE MIX DESIGNS 04 1 0 0 0 S MASONRY REINFORCEMENT LAYOUT 05 1 0 0 0 S STRUCTURAL STEEL 05 1 0 0 0 S STRUCTURAL STEEL CONNECTIONS S = SH O P D R A W I N G S R E Q U I R E D CA L C = S U P P O R T I N G C A L C U L A T I O N S R E Q U I R E D , S E A L E D AND SIGNED BY A PROFESSIONAL EN G I N E E R LI C E N S E D IN T H E S T A T E WHERE THE PROJECT IS LOCATED. FN FO U N D A T I O N S FN -1 TH E F O U N D A T I O N D E S I G N I S B A S E D O N T H E G E O T E C H N I C A L R E P O R T B Y KADERABEK COMPANY TI T L E D “SU B S U R F A C E E X P L O R A T I O N A N D GEOTECHNICAL ENGINEERING: PROPOSED 3 LEVEL PA R K I N G G A R A G E A N D S T A G E S T R U C T U R E I N T H E V I C I N I T Y S O U T H O F N E 1 6 3 RD STREET AND WEST OF C O L L I N S A V E N U E , S U N N Y I S L E S B E ACH, MIAMI FLORIDA”, DATED JUNE 7, 2012 . FN -2 WH I L E FO U N D A T I O N WO R K I S N O T A N T I C I P A T E D I N T H I S P R O J E C T ’ S S C O P E O F W O R K , P R E P A R A T I O N OF S U B B A S E B E L O W G R O U N D F L O O R S L A B S S H A L L B E R E Q U I R E D . FN -3 TH E C O N T R A C T O R S H A L L V E R I F Y SOIL/SITE PREPARATION IS IN CONFORMANCE WITH THE RE C O M M E N D A T I O N S O U T L I N E D I N T H E G E O T E C H N I C A L R E P O R T . FN -4 CO N T R A C T O R S H A L L B E R E S P O N S I B L E T O A D E Q U A T E L Y P R O T E C T A L L E X C A V A T I O N . W H E R E NE C E S S A R Y , S H E E T A N D S H O R E THE EXCAVATION WITH ALL REQUIRED TIEBACKS AND BRACING AS DE T E R M I NE D B Y C O N T R A C T O R ’ S E N G I N E E R . CM CO N C R E T E M A T E R I A L S CM -1 CO N C R E T E S T R E N G T H S H A L L M E E T T H E F O L L O W I N G 2 8 -DAY COMPRESSIVE STRENGTH (f' c), UON: 5, 0 0 0 P S I CM -2 PR O V I D E N O R M A L W E I G H T C O N C R E T E W I T H C U R E D D E N S I T Y O F 1 4 5 + / - 5 PCF, AND AGGREGATE CO N F O R M I N G T O A S T M C 3 3 , U O N . CM -3 TH E U S E O F C A L C I U M C H L O R I D E A N D O T H E R C H L O R I D E C O N T A I N I N G A G E N T S I S P R O H I B I T E D . T H E US E O F R E C Y C L E D C O N C R E T E I S P R O H I B I T E D . P L A C E M E N T W I T H I N A N D C O N T A C T B E T W E E N AL U M I N U M I T E M S , I N C L U D I N G A L U M I N U M C O N D U I T , A N D C O N C R E T E I S P R O H I B I T E D . CM -4 AL L C A S T -IN -PL A C E C O N C R E T E W I L L E X P E R I E N C E D I F F E R I N G V A R I A T I O N S O F C R A C K I N G . A N Y EL E M E N T E X P O S E D T O D I R E C T W E A T H E R A N D / O R T E M P E R A T U R E V A R I A T I O N S D U R I N G CO N S T R U C T I O N O R I N T H E F I N AL CONDITION IS TO BE TREATED AND REGULARLY MAINTAINED TO PR E V E N T P R O P A G A T I O N O F C R A CKS AND WATER PENETRATION. THE CONTRACTOR SHALL DE V E L O P A R E G U L A R M A I N T E N A N C E P R O G R A M A N D S U B M I T I T T O T H E O W N E R . RE CO N C R E T E R E I N F O R C E M E N T RE -1 AL L C O N C R E T E S H A L L I N C L U D E R E I N F O R C E M E N T . I F R E I N F O R C E M E N T I S N O T S P E C I F I C A L L Y IN D I C A T E D O N T H E D R A W I N G S V E R I F Y W I T H T H E SER . RE -2 RE I N F O R C E M E N T S H A L L C O N F O R M T O T H E F O L L O W I N G S T A N D A R D S A N D M A T E R I A L P R O P E R T I E S UO N : DE F O R M E D B A R S : ASTM A615 , GRADE 60 WE L D E D W I R E R E I N F O R C E M E N T ASTM A1064 RE -3 DE T A I L R E I N F O R C E M E N T B A S E D O N T H E PROJECT REQUIREMENTS, ACI -318 AND ACI -315, UON. RE -4 WH E R E A 9 0 -DE G , 1 3 5 –DEG OR 180 -DEG HOOK IS GRAPHICALLY INDICATED, PROVIDE CO R R E S P O N D I N G AC I S T A N D A R D H O O K S UON . RE -5 DO W E L S S H A L L M A T C H S I Z E A N D S P A C I N G O F M A I N R E I N F O R C E M E N T U O N . RE -6 RE I N F O R C E M E N T SH A L L H A V E C O N C R E T E P R O T E C T I O N ( C L E A R C O V E R ) P E R A C I 3 1 8 U N L E S S OT H E R W I S E I N D I C A T E D O N T H E D R A W I N G S . RE -7 LA P RE I N F O R C E M E N T ONLY AT LOCATIONS AS SPECIFICALLY DETAILED ON THE DRAWINGS EXCEPT RE I N F O R C E M E N T M A R K E D A S C O N T I N U O U S C A N B E S P L I C E D A T L O C A T I O N S D E TERMINED BY CO N T R A C T O R U S I N G T E N S I O N LAP SPLICES (LTS). SEE LAP SPLICE AND EMBEDMENT SCHEDULE. RE -8 UN L E S S O T H E R W I S E N O T E D A L L L A P S P L I C E S A R E T O B E T E N S I O N L A P S P L I C E S P E R L A P S P L I C E AN D E M B E D M E N T S C H E D U L E . RE -9 LA P W E L D E D W I R E R E I N F O R C E M E N T TWO PANEL SPACINGS, UON. MA MA S O N R Y MA -1 LO A D B E A R I N G , N O N -LO A D B E A R I N G , A N D B A C K U P W A L L C O N C R E T E M A S O N R Y CONSTRUCTION SH A L L C O N F O R M T O T H E F O L L O W I N G M A T E R I A L S T A N D A R D S : CO N C R E T E B L O C K : ASTM C90 , NORMALWEIGHT (135 PCF) MO R T A R : ASTM C270, TYPE S OR M PORTLAND CEMENT / LIME ONLY BY PROPORTION GR O U T : ASTM C476 BY PROPORTION COMPRESSIVE STRENGTH 2000 PSI (28 DAY)SELF -CONSOLIDATING (REQUIRED UNLESS MECHANICAL VIBRATION IS USED TO CONSOLIDATE THE GROUT) RE I N F O R C E M E N T : ASTM A615, GRADE 60 JO I N T R E I N F O R C E M E N T : ASTM A1064, TRUSS OR LADDER TYPE GALVANIZE PER ASTM A153 AD H E S I V E A N C H O R S : HILTI HIT -HY 270 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303SEAL/SIGNATURE 1 2 / 7 / 2 0 1 8 3 : 0 9 : 5 6 P M C : \ U s e r s \ e s e a r c h \ D o c u m e n t s \ 0 0 R E V I T P R O J E C T S \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 . r v t S00 -01STRUCTURES GENERAL NOTES SYMBOLS AND ABBREVIATIONSCheckerES810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.comABBREVIATION DESCRIPTION LONG LONGITUDINAL LP LOW POINT LW LIGHTWEIGHT LWC LIGHTWEIGHT CONCRETE M MOMENT MATL MATERIAL MAX MAXIMUM MC MOMENT CONNECTION(S)MECH MECHANICAL MEP MECHANICAL, ELECTRICAL,PLUMBING, FIRE PROTECTION MEZZ MEZZANINE MFR MANUFACTURER MID MIDDLE MIN MINIMUM MISC MISCELLANEOUS NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE NW NORMAL WEIGHT NWC NORMALWEIGHT CONCRETE OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OPPOSITE HAND OPNG(S)OPENING(S)OPP OPPOSITE OSL OUTSTANDING LEG PC PIECE PCY POUNDS PER CUBIC YARD PERP PERPENDICULAR PG PLATE GIRDER PL PLATE PRC PRECAST PRLL PARALLEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OR POST-TENSION(ED)OR (ING)RAD RADIUS REF REFERENCE REINF REINFORCE(D) (ING) OR (MENT)REQD REQUIRED S&T SHRINKAGE AND TEMPERATURE SCHED SCHEDULE(D)SDL SUPERIMPOSED DEAD LOAD SECT SECTION SER STRUCTURAL ENGINEER OF RECORD SF SQUARE FOOT (FEET)SHT SHEET SIM SIMILAR SLRS SEISMIC LOAD RESISTING SYSTEM SOG SLAB ON GRADE SP SPACE SPEC(S)SPECIFICATION(S)STD STANDARD STL STEEL STR STRUCTURE STRCTL STRUCTURAL SYM SYMMETRICAL T TENSION T&B TOP AND BOTTOM T/TOP OF TEMP TEMPERATURE OR TEMPORARY TEN TENSION THK THICK OR THICKNESS TYP TYPICAL UON UNLESS OTHERWISE NOTED V SHEAR VERT VERTICAL VIF VERIFY IN FIELD W/WITH W/O WITHOUT WD WOOD WP WORK POINT WPFG WATERPROOFING WS WATERSTOP WWR WELDED WIRE REINFORCEMENT AB B R E V I A T I O N D E S C R I P T I O N AD D L ADDITIONAL AD J ADJACENT AL T ALTERNATE AP P R X APPROXIMATE AR C H ARCHITECT OR ARCHITECTURAL B/ BOTTOM OF B/ B BACK TO BACK BA L BALANCE BL D G BUILDING BL K BLOCK BL K G BLOCKING BM BEAM BO T BOTTOM BR D G BRIDGING BR G BEARING BT W N BETWEEN C COMPRESSION C/ C CENTER TO CENTER CI P CAST-IN-PLACE CL CENTER LINE CL R CLEAR OR CLEARANCE CM U CONCRETE MASONRY UNIT CO L COLUMN CO M P COMPRESSION CO N C CONCRETE CO N N CONNECTION(S) CO N S T CONSTRUCTION CO N T CONTINUOUS db REINFORCING BAR DIAMETER DB L DOUBLE DC W DEMAND CRITICAL WELD DE G DEGREE(S) DE T DETAIL DI A DIAMETER DI A G DIAGONAL DI M ( S ) DIMENSION(S) DL DEAD LOAD DW G ( S ) DRAWING(S) DW L DOWEL(S) EA EACH EC C ECCENTRICITY EF EACH FACE EL ELEVATION EL E C ELECTRICAL EN G R ENGINEER EO D EDGE OF DECK EO S EDGE OF SLAB EQ EQUAL EQ U I P EQUIPMENT EW EACH WAY EX P EXPANSION EX S T EXISTING EX T EXTERIOR F/ F FACE TO FACE FI N FINISH(ED) FL R FLOOR FN D FOUNDATION FP FIREPROOF(ING) FS FAR SIDE FT G FOOTING GA GAGE, GAUGE GA L V GALVANIZED GB GRADE BEAM GE N GENERAL GR GRADE HK HOOK HO R I Z HORIZONTAL HP HIGH POINT HT HEIGHT ID INSIDE DIAMETER IF INSIDE FACE IN F O INFORMATION IN T INTERIOR IN T R M INTERMEDIATE JS T ( S ) JOIST(S) JT JOINT K KIPS (1,000 POUNDS) KL F KIP PER LINEAR FOOT KS F KIP PER SQUARE FOOT LL LIVE LOAD LL H LONG LEG HORIZONTAL LL V LONG LEG VERTICALNO.ISSUE DATEPERMIT SET 12.06.2018 MA -2 TH E M I N I M U M C O M P R E S S I V E S T R E N G T H O F T H E M A S O N R Y ( f ' m ) S H A L L B E 1, 5 0 0 PS I U O N , V E R I F I E D BY T H E U N I T S T R E N G T H ME T H O D IN A C C O R D A N C E W I T H T H E A B O V E R E F E R E N C E D S P E C I F I C A T I O N S . MA -3 CA L C I U M C H L O R I D E S H A L L N O T B E U S E D I N M O R T A R O R G R O U T . MA -4 PR O V I D E FU L L F A C E S H E L L M O R T A R C O V E R A G E O N M A S O N R Y U N I T H O R I Z O N T A L A N D V E R T I C A L (B E D A N D H E A D ) F A C E S H E L L J O I N T S . MA -5 PR O V I D E F U L L M O R T A R C O V E R A G E O N W E B S A R O U N D A L L G R O U T E D C E L L S . MA -6 LA Y MA S O N R Y U N I T S I N R U N N I N G B O N D U O N W I T H U N I T S D E S I G N E D T O A L I G N W I T H WE B S I N E A C H CO U R S E . MA -7 RE F E R T O P L A N S A N D D E T A I L S F O R B O N D E D J O I N T R E Q U I R E M E N T S A T W A L L C O R N E R S A N D IN T E R S E C T I O N S . W H E R E I N D I C A T E D O N D R A W I N G S , I N T E R L O C K W A L L S W I T H M E T A L T I E S , A N C H O R S OR P R E F A B R I C A T E D J O I N T R E I N F O R C E M E N T U O N O N D R A W I N G S O R I N S P E C I F I C AT I O N S . MA -8 GR O U T S O L I D C E L L S W I T H R E I N F O R C E M E N T . G R O U T S O L I D C E L L S I N B E L O W G R A D E CO N S T R U C T I O N W H E R E M A S O N R Y I S I N C O N T A C T W I T H S O I L . MA -9 GR O U T M I N I M U M O F O N E ( 1 ) C E L L W I T H R E I N F O R C E M E N T A T E A C H S I D E O F A L L O P E N I N G S . S E E DR A W I N G S F O R A D D I T I O N A L R E I N F OR C E M E N T R E Q U I R E M E N T S . MA -10 WH E R E S T R A P A N C H O R S A R E R E Q U I R E D B Y D R A W I N G S O R S P E C I F I C A T I O N S , L O C A T E T H E M A T DI F F E R E N T B E D J O I N T S T H A N T H O S E R E C E I V I N G H O R I Z O N T A L J O I N T R E I N F O R C E M E N T . MA -11 PR O V I D E H O R I Z O N A T A L J O I N T R E I N F O R C I N G P E R S P E C I F I C A T I O N I N E V E R Y O T H E R C O U R S E ( I . E . 1 6 ” O C ) MA -12 WH E R E R E Q U I R E D , L A P H O R I Z O N T A L JO I N T R E I N F O R C E M E N T BY A T L E A S T 6 I N C H E S . MA -13 WH E N T H E F O L L O W I N G C O N D I T I O N S A R E M E T , P L A C E G R O U T I N L I F T S N O T E X C E E D I N G 1 2 F T -8I N 1. MA S O N R Y H A S C U R E D F O R A T L E A S T 4 H O U R S 2. GR O U T S L U M P I S MA I N T A I N E D B E T W E E N 1 0 A N D 1 1 I N C H E S 3. NO I N T E R M E D I A T E R E I N F O R C E D B O N D B E A M S A R E P L A C E D B E T W E E N T H E T O P A N D T H E B O T T O M OF T H E P O U R H E I G H T . SE L F -CO N S O L I D A T I N G G R O U T D O E S N O T N E E D T O M E E T C O N D I T I O N S # 1 O R # 2 . WH E N T H E P R E V I O U S C O N D I T I O N S A R E N O T M E T , P L A C E G RO U T I N L I F T S N O T E X C E E D I N G 5 F T -4I N . MA -14 CO N S O L I D A T E G R O U T L I F T S B Y M E C H A N I C A L V I B R A T I O N , A N D R E C O N S O L I D A T E A F T E R I N I T I A L W A T E R LO S S . E X C E P T I O N : C O N S O L I D A T I O N A N D R E C O N S O L I D A T I O N I S N O T R E Q U I R E D W H E N S E L F - CO N S O L I D A T I N G G R O U T I S U S E D . SS ST R U C T U R A L S T E E L SS -1 ST E E L M A T E R I A L S S H A L L C O N F O R M T O T H E F O L L O W I N G M I N I M U M R E Q U I R E M E N T S U N L E S S OT H E R W I S E N O T E D O N T H E C O N T R A C T D O C U M E N T S : RO L L E D S H A P E S A N D C H A N N E L S : AS T M A9 9 2 AN G L E S : AS T M A 3 6 HO L L O W S T R U C T U R A L S E C T I O N S : AS T M A 5 0 0 G R A D E B , MI N Y I E L D S T R E N G T H 4 2 K S I F O R RO U N D A N D 4 6 K S I F O R R E C T A N G U L A R H S S SE A M L E S S P I P E : AS T M A 5 3 G R A D E B , T Y P E S , M I N Y I E L D S T R E N G T H 3 5 K S I . SS -2 CO N N E C T I O N M A T E R I A L S H A L L C O N F O R M T O T H E F O L L O W I N G M I N I M U M R E Q U I R E M E N T S O R A S NE E D E D F O R C O N N E C T I O N D E S I G N : AN G L E S : AS T M A 3 6 WT s : AS T M A 9 9 2 PL A T E S : AS T M A 3 6 BO L T S : AS T M A 3 2 5 NU T S : AS T M A 5 6 3 WA S H E R S : AS T M F 4 3 6 AN C H O R R O D S : AS T M F 1 5 5 4 G R A D E 5 5 W I T H W E L D A B I L I T Y S U P P L E M E N T S 1 HE A D E D S T U D S AS T M A 1 0 8 , G R A D E 1 0 1 0 T H R O U G H 1 0 2 0 H E A D E D S T U D TY P E , C O L D -FI N I S H E D CA R B O N S T E E L , A W S D 1 . 1 , T Y P E B . 3/ 4 ” D I A M E T E R U O N WE L D E L E C T R O D E S : E7 0 X X SS -3 WH E R E N O C A M B E R I S I N D I C A T E D , F A B R I C A T E B E A M S S O T H A T A N Y N A T U R A L C A M B E R I S U P W A R D AF T E R E R E C T I O N . SS -4 SP L I C E S S H A L L B E A L L O W E D O N L Y A T L O C A T I O N S S P E C I F I C A L L Y I N D I C A T E D O N TH E S T R U C T U R A L DR A W I N G S U N L E S S A P P R O V E D O T H E R W I S E B Y T H E S E R I N W R I T I N G . SS -5 FO R S T E E L M E M B E R S A N D E M B E D M E N T S E X P O S E D T O W E A T H E R , P R O V I D E H O T -DI P P E D GA L V A N I Z E D F I N I S H O R A P P R O V E D Z I N C R I C H E X T E R I O R C O A T I N G S Y S T E M . SS -6 PR O V I D E H O L E S I N A L L S T E E L A S RE Q U I R E D T O P R E V E N T A N Y A C C U M U L A T I O N O F W A T E R . A L L PE N E T R A T I O N S T H R O U G H M A I N M E M B E R S S H A L L N O T E X C E E D 1 1 / 8 " D I A . A N D S H A L L B E G R O U N D SM O O T H . T H E S E D R A I N S M U S T B E K E P T C L E A N A N D O P E N . SS -7 SH O W A L L C O P E S , H O L E S , O P E N I N G S A N D M O D I F I C A T I O N S R E Q U I R E D I N S TR U C T U R A L S T E E L ME M B E R S F O R E R E C T I O N O R T H E W O R K O F O T H E R T R A D E S O N T H E S H O P D R A W I N G S F O R AP P R O V A L B Y T H E D E S I G N P R O F E S S I O N A L S . SS -8 FI E L D M O D I F I C A T I O N O F S T R U C T U R A L S T E E L I S P R O H I B I T E D W I T H O U T P R I O R W R I T T E N A P P R O V A L OF T H E D E S I G N P R O F E S S I O N A L S . PA PO S T -IN S T A L L E D A N C H O R S PA -1 AD H E S I V E A N C H O R SY S T E M S US E D F O R D E S I G N : AD H E S I V E : HI L T I H I T -HY 2 0 0 TH R E A D E D R O D : H I L T I H A S OV E R H E A D A N D / O R C O N S T A N T T E N S I O N AD H E S I V E AN C H O R I N S T A L L A T I O N S N O T S H O W N O N T H E DR A W I N G S S H A L L N O T B E P E R M I T T E D U N L E S S E A C H CO N D I T I O N I S R E V I E W E D A N D A P P R O V E D I N WR I T I N G B Y T H E S E R . PA -2 FI E L D D R I L L E D E X P A N S I O N A N C H O R S Y S T E M S US E D F O R D E S I G N : HI L T I KW I K B O L T T Z PA -3 FI E L D D R I L L E D T H R E A D E D S C R E W A N C H O R SY S T E M S U S E D F O R D E S I G N : HI L T I HU S -EZ PA -4 AL T E R N A T I V E S Y S T E M E Q U I V A L E N T T O O R E X C E E D I N G T H E P R O P E R T I E S O F T H E S Y S T E M S AB O V E WI L L B E C O N S I D E R E D AS A S U B S T I T U T I O N R E Q U E S T . S E E P R O J E C T S P E C I F I C A T I O N S . PA -5 AN C H O R S A R E T O B E M I N I M U M 3/ 4 ” DI A M E T E R W I T H A M I N I M U M E M B E D M E N T O F 6 ", UO N . PA -6 IN S T A L L A N C H O R S T O M E E T T H E R E Q U I R E M E N T S I N D I C A T E D I N T H E C O N T R A C T D O C U M E N T S A N D TH E CU R R E N T MA N U F A C T U R E R ' S PU B L I S H E D I N S T A L L A T I O N I N S T R U C T I O N S ( M P I I ) . PA -7 LO C A T E , B Y N O N -DE S T R U C T I V E M E A N S , A N D A V O I D A L L E X I S T I N G R E I N F O R C E M E N T P R I O R T O IN S T A L L A T I O N O F A N C H O R S . I F E X I S T I N G R E I N F O R C I N G L A Y O U T P R O H I B I T S T H E I N S T A L L A T I O N O F AN C H O R S A S I N D I C A T E D ON TH E D R A W I N G S , T H E C O N T R A C T O R S H A L L IM M E D I A T E L Y NO T I F Y T H E DE S I G N PR O F E S S I O N A L S . PA -8 IN S T A L L MA S O N R Y A N C H O R S I N S O L I D M A S O N R Y O R I N H O L L O W M A S O N R Y T H A T H A S B E E N GR O U T E D S O L I D A T L E A S T O N E C O U R S E A B O V E TO ON E C O U R S E B E L O W T H E A N C H O R , U O N . PA -9 SE E P R O J E C T S P E C I F I C A T I O N S F O R P O S T -IN S T A L L E D A N C H O R I N S P E C T I O N R E Q U I R E M EN T S . F G H I J K M 2 2.2 3 4L 1 2 4 4 5 3 3 2 8 T/ S L A B EL 0 ' - 0 " T/ S L A B EL 0 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28 ' - 0 " 28' - 0" 4 3 ' - 4 " 1 9 ' - 0 " 2 9 ' - 2 " 26 ' - 1 0 " TY P TY P TY P TY P 1 9 ' - 1 " 1 8 ' - 9 " 1 8 ' - 9 " 1 4 ' - 9 " 6 ' - 6 " 17 ' - 0 " 17 ' - 0 " 17 ' - 0 " 17 ' - 0 " 19 ' - 0 " 19 ' - 0 " 17 ' - 0 " 17 ' - 0 " 17 ' - 0 " 17'-0" 4' - 0 " 5 ' - 7 " 28 ' - 0 " 5' - 7 " 4 ' - 0 " 9 ' - 1 0 " 6 TYP 3 ' - 0 " 2 S4 0 - 0 3 TY P 2 S4 0 - 0 3 TY P 3 2TY P TY P 3 3 3 3 6 TY P 6 TY P 6 TY P TYP 6 6 TY P 6 6 TY P 7 7 1 S40-03 1 S40-03SIM 1 S4 0 - 0 3 1 S4 0 - 0 3 1 S4 0 - 0 3 1 S4 0 - 0 3 SI M 1 S4 0 - 0 3 SI M 1 S4 0 - 0 3 SIM T/ S L A B EL = 0 ' - 0 " T/ S L A B EL = - 0 1 1 / 4 " T/ S L A B EL = 0 ' - 0 " T/ S L A B EL = - 0 ' - 0 1 / 4 " T / S L A B E L = - 0 ' - 0 1 / 4 " T/ S L A B EL = - 0 ' - 0 1 / 4 " T/ S L A B EL = - 0 ' - 0 1 / 4 " 2 EX I S T I N G 4 ' - 6 " x 4 ' - 6 " P I L E C A P . T O P O F P I L E C A P E L E V = - 2 ' - 0 " 3 TH I C K E N S L A B T O B E A R O N E X I S T I N G P I L E C A P 1 8 1 / 4 " S T R U C T U R A L C O N C R E T E S L A B R E I N F O R C E D W I T H # 5 @ 8 " , E A W A Y , T O P A N D B O T O V E R V A P O R R E T A R D E R . T H E B O T T O M O F SL A B E L E V A T I O N S H A L L R E M A I N C O N S T A N T A T E L E V - 0 ' - 8 1 / 4 " . T H E T O P O F S L A B S H A L L V A R Y T O F I T T H E A R C H I T E C T U R A L F I N I S H . 4 BE A R S L A B D I R E C T L Y O N E X I S T I N G G R A D E B E A M . T O P O F G R B M E L E V = - 0 ' - 1 1 " 5 BE A R S L A B D I R E C T L Y O N E X I S T I N G G R A D E B E A M . T O P O F G R B M E L E V = - 2 ' - 0 " 6 EX I S T I N G S L A B D O W E L S 7 #5 x 4 ' - 0 " D O W E L S @ 8 " O C , 8 " E M B E D A N D E P O X Y A N C H O R TE R R A Z O F L O O R . T O P O F S L A B E L E V = - 0 ' - 0 1 / 4 " TI L E F L O O R . T O P O F S L A B E L E V = - 0 ' - 0 1 / 4 " HA R D W O O D D A N C E F L O O R . T O P O F S L A B E L E V = - 0 ' - 1 1 / 4 " TO P O F S L A B E L E V A T I O N S A R E F O R B I D D I N G P U R P O S E S . T H E C O N T R A C T O R S H A L L C O O R D I N A T E A L L F I N A L SL A B D E P R E S S I O N S W I T H F I N I S H E S I N O R D E R T O P R O V I D E F L U S H T R A N S I T I O N S B E T W E E N A L L S P A C E S . 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303SEAL/SIGNATURE 1 2 / 7 / 2 0 1 8 3 : 0 9 : 5 7 P M C : \ U s e r s \ e s e a r c h \ D o c u m e n t s \ 0 0 R E V I T P R O J E C T S \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 . r v t S10 -01AFLOOR PLANCheckerES810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com SC A L E : 1 / 8 " = 1 ' - 0 " 1 LE V E L 0 1 - F O U N D A T I O N / G R O U N D F L O O R F R A M I N G SC A L E : 1 / 8 " = 1 ' - 0 " 2 PL A N K E Y N O T E S NO.ISSUE DATEPERMIT SET 12.06.2018 G H I 1 1. 2 2 1 9 ' - 0 " 4 3 ' - 4 " 28 ' - 0 " 11 T/ S L A B EL 0 ' - 0 " SL A B S P A N 11 SL A B S P A N G B 1 G B 1 EX I S T P I L E C A P E X I S T G R A D E B M E X I S T G R A D E B M EX I S T P I L E C A P EX I S T P I L E C A P EX I S T G R A D E B M EX I S T G R A D E B M EX I S T P I L E C A P EX I S T P I L E C A P 1 4 1 5 3 S4 0 - 0 2 2 S4 0 - 0 2 18 " T/ S L A B EL = - 1 ' - 6 " S L O P E 12 G B 1 G B 1 G B 1 G B 1 G B 1 1 3 1 3 5 S4 0 - 0 2 1 S4 0 - 0 2 1 4 1 4 6 S4 0 - 0 2 7 S4 0 - 0 2 16 1 6 12 12 12 12 9 ' - 2 " 1 1 ' - 0 " 1 1 ' - 0 " 1 1 ' - 0 " 1 1 ' - 0 " 9 ' - 2 " 12 3 S4 0 - 0 3 3 S4 0 - 0 3 TY P 3 S4 0 - 0 3 G B 1 G B 1 4 S4 0 - 0 3 12 12 HE L I C A L P U L L D O W N M I C R O - P I L E , M I N C A P A C I T Y = 2 5 T O N S 11 6" S T R U C T U R A L C O N C R E T E S L A B R E I N F O R C E D W I T H # 5 @ 8 " , T O P & B O T , A N D # 4 @ 1 8 " O C , T O P & B O T , T E M P E R A T U R E R E I N F O V E R VA P O R R E T A R D E R 14 MA S O N R Y W A L L W I T H # 5 @ 4 8 " O C V E R T R E B A R 15 DE M O E X I S T I N G C M U W A L L A T N E W S T O R E F R O N T 13 GB 1 = 1 4 " x 2 4 " , 3 # 8 C O N T T O P , 2 # 8 C O N T B O T , # 4 C L O S E D S T I R R U P S A T 1 0 " O C 16 #5 x 2 4 " B O T M A T D O W E L S @ 1 8 " , 6 " E M B E D I N T O E X I S T I N G A N D E P O X Y A N C H O R J K 1 1. 2 L 9'-8 3/4" 1 5 T/ S L A B EL 0 ' - 0 " 4 S40-02 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303SEAL/SIGNATURE 1 2 / 7 / 2 0 1 8 3 : 0 9 : 5 8 P M C : \ U s e r s \ e s e a r c h \ D o c u m e n t s \ 0 0 R E V I T P R O J E C T S \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 . r v t S10 -01BFLOOR PLANSCheckerES810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com SC A L E : 1 / 8 " = 1 ' - 0 " 1 LE V E L 0 1 - F O U N D A T I O N / G R O U N D F L O O R F R A M I N G - ST O R A G E R O O M SC A L E : 1 / 8 " = 1 ' - 0 " 3 PL A N K E Y N O T E S SC A L E : 1 / 8 " = 1 ' - 0 " 2 LE V E L 0 1 - F O U N D A T I O N / G R O U N D F L O O R F R A M I N G - KI O S K NO.ISSUE DATEPERMIT SET 12.06.2018 F G H I J K M 2 3 4 L 4 1 6 S40-01 6 S40-01 6 S40-01 TYP OPP HAND 17'-0"7 EQUALL SPACES 17'-0" CMU SCREEN WALL EXIST CONC CURB EXIST SCREEN WALL EXIST SCREEN WALL EXIST CURB EQ E Q CMU SCREEN WALL 5 S40-01 5 S40-01 5 S40-01 MOVABLE PARTITION BELOW, SEE ARCH MOVABLE PARTITION BELOW, SEE ARCH MOVABLE PARTITION BELOW, SEE ARCH 2 3 3 3 3 3 3 3 3 3 3 3 3 3 33 4 3 3 1 EXISTING 7" THICK, ONE-WAY, POST-TENSIONED CONCRETE SLAB 3 NEW SLAB OPENINGS. NO CABLES OR REBAR SHALL BE CUT TO INSTALL THE OPENINGS. EXISTING REINFORCING AND PT CABLES SHALL BE LOCATED USING X-RAY DETECTION BEFORE THE OPENINGS ARE CUT. REFER TO NOTE DE-10 ON SHEET S0-00 FOR MORE INFORMATION ABOUT CREATING SLAB CUTS. 4 NEW CMU WALL BELOW. DO NOT ANCHOR TO UNDERSIDE OF POST-TENSIONED SLAB 2 EXISTING 12" THICK, TWO-WAY, POST-TENSIONED CONCRETE SLAB 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303 SEAL/SIGNATURE 1 /9 /2 0 1 9 4 :5 5 :2 9 P M C :\U s e r s \e s e a r c h \D o c u m e n t s \0 0 R E V I T P R O J E C T S \K 1 8 0 9 3 .0 0 - S I B G A T E W A Y \K 1 8 0 9 3 .0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 .r v t S10-02 FLOOR PLAN -LEVEL 02 Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com SCALE: 1/8" = 1'-0"1 LEVEL 02 - FRAMING PLAN SCALE: 1/8" = 1'-0"2 PLAN KEYNOTES SLAB MAY BE CORE DRILLED TO ACCOMODATE MISCELLANEOUS NEW PIPE AND CONDUIT. X-RAY THE EXISTING SLAB AT THE LOCATIONS OF NEW PENETRATIONS TO VERIFY LOCATION OF EXISTING TENDONS AND REBAR. PENETRATIONS SHALL BE LOCATED TO AVOID THE CUTTING OF ANY EXISTING TENDONS AND REBAR, UON. NO. ISSUE DATE PERMIT SET 12.06.2018 1 Revision 1 01.09.2019 1 1 S- 0 0 0 #4 B A R W I T H S P L I C E #5 #6 #7 NO T E : 1. SE E T Y P I C A L R E B A R L A Y O U T D E T A I L F O R B A R P L A C E M E N T . W H E R E B A R S O F DI F F E R E N T S I Z E S A R E T O B E S P L I C E D , T H E S P L I C E L E N G T H S H A L L B E T H A T R E Q U I R E D FO R T H E L A R G E R B A R . 2. SP L I C E S O F VE R T I C A L RE I N F O R C E M E N T S H A L L B E P L A C E D N E X T T O T H E M A I N B A R A S IN D I C A T E D I N T H E I L L U S T R A T I O N . 3. S P L I C E S O F HO R I Z O N T A L RE I N F O R C E M E N T S H A L L B E P L A C E D V E R T I C A L L Y O V E R T H E MA I N B A R . 4. SP L I C E S O F H O R I Z O N T A L R E I N F O R C E M E N T I N W A L L S C O N T A I N I N G T W O B A R S P E R CO U R S E S H A L L B E S T A G G E R E D . 5. 8 " C M U W A L L I S N O T W I D E E N O U G H T O P E R M I T T H I S C O N D I T I O N . VE R T I C A L B A R S HO R I Z O N T A L B A R S 8" C M U - R E I N F O R C I N G S P L I C E S 15 " 23 " 43 " 60 " 26 " 40 " 74 " 10 7 " 18 " 29 " 57 " 81 " 26 " 40 " 74 " 10 7 " 45 " 70 " 13 1 " NO T E 5 1 V E R T . 2 V E R T . 1 V E R T . 1 H O R I Z . 1 V E R T . 2 H O R I Z . 2 V E R T . 2 H O R I Z . 2 3 1 4 4 4 4 4 4 4 2 V E R T . 1 H O R I Z . 15 " 23 " 43 " 60 " 1 B A R AT C O R N E R S 1 B A R A T SC H E D U L E D SP A C I N G 1 B A R AT I N T E R S E C T I O N S BU I L D I N T E R S E C T I O N S WI T H R U N N I N G B O N D AT O P E N I N G S BU I L D C O R N E R S W I T H RU N N I N G B O N D 1 B A R 1 B A R A T SC H E D U L E D SP A C I N G CU T B L O C K AS R E Q D EX I S T CO N C O R CM U 1 B A R #3 x 1 0 " A T 1 6 " O C , 4 " EM B E D , E P O X Y A N C H O R AT E X I S T I N G 1 B A R P E R C E L L RO U G H O P E N I N G SE E S C H E D U L E F O R BA R Q U A N I T Y 1 B A R P E R C E L L SE E S C H E D U L E F O R BA R Q U A N I T Y RO U G H O P E N I N G (U P T O A N D I N C L U D I N G ) 6' - 0 " QU A N T I T Y O F BA R S A T J A M B 1 V E R T 8' - 0 " 2 V E R T S 10 ' - 0 " 3 V E R T S 12 ' - 0 " 4 V E R T S 14 ' - 0 " 5 V E R T S NO T E : F O R O P E N I N G S W I D E R T H A N 1 4 ' - 0 " , C O N T A C T E O R . JA M B R E I N F O R C I N G S C H E D U L E T/ S I L L SE E A R C H 2# 5 F O R O P E N I N G S W I D E R T H A N 1 0 ' - 0 ' BO N D B E A M W I T H 2 # 5 , EX T E N D R E I N F 6 " I N T O J A M B JA M B , B E Y O N D . R E I N F P E R GE N E R A L N O T E S A N D T Y P I C A L DE T A I L S #5 A T A L L O P E N I N G S 2# 5 F O R O P E N I N G S GR E A T E R T H A N 6 ' - 0 " W I D E B/ H E A D E R SE E A R C H BE N E A T H T H E S I L L , C O N T I N U E T H E US E O F V E R T B A R S A T T H E SC H E D U L E D S P A C I N G F O R T H E W A L L AB O V E T H E H E A D E R , C O N T I N U E T H E US E O F V E R T B A R S A T T H E SC H E D U L E D S P A C I N G F O R T H E W A L L 2# 5 F O R O P E N I N G S GR E A T E R T H A N 1 4 ' - 0 ' W I D E JA M B R E I N F . T O C O N T I N U E TH R U P R E C A S T L I N T E L . 3" x 6 " B L O C K O U T IN L I N T E L PR E C A S T L I N T E L PL A N V I E W O F L I N T E L B E A R I N G PR E C A S T U - L I N T E L , SP A N N I N G O P E N I N G MIN 0' - 6"CMU WALL, SEE PLAN AND SCHED SEE SPLICE SCHED DOWEL, MATCH SIZE AND SPACING OF VERTICAL BARS 5" EMBED AND EPOXY ANCHORCONC SLAB OR BEAM MO U N T I N G H E I G H T O F M O V A B L E PA R T I T I O N , C O O R D I N A T E W I T H MA N U F A C T U R E R ' S R E Q U I R M E N T S CE I L I N G H E I G H T , S E E A R C H 4 " 4 5 .0 0 ° L4 x 4 x 1 / 4 H A N G E R A T 4 ' - 0 " O C PL 1 / 4 " x 4 3 / 4 " x 0 ' - 7 " C6 x 8 . 2 H E A D E R EX I S T C O N C R E T E S L A B L3 x 3 x 1 / 4 B R A C E L6 x 4 x 5 / 1 6 ( L L V ) x 1 4 " 1 1 /2 " 1 1 /2 " 3/ 1 6 3 3/ 1 6 3 L4 T O P L 3/ 1 6 2 3/ 1 6 2 (2 ) H I L T I K W I K B O L T T Z - 1/ 2 " D I A , 2 " E M B E D SI M C L I P A N G L E A N D CO N N E C T O R S NO T E : A P P L Y D E T A I L T O A L L MO V E A B L E P A R I T I O N S . R E F E R T O AR C H I T E C T U R A L D R A W I N G S F O R PA R T I T I O N T Y P E S A N D L O C A T I O N S . EL E V A T E D C O N C R E T E S L A B C O N T A I N P O S T - T E N S I O N E D CA B L E S . E X I S T I N G S L A B S M U S T B E X R A Y E D T O I D E N T I F Y A N D AV O I D E X I S T I N G T E N D O N S LE V E L 0 2 EL 1 5 ' - 4 " LEVEL 02 EL 15' - 4 " 4 5'-0"VIF1'-1"4'-0"8" CMU CROSS WALL#6 VERT #6 VERT 4"2'-8" 8" C M U W A L L #5 V E R T @ 2 4 " O C 4" E M B E D A N D EP O X Y A N C H O R CO N C T I E B E A M W I T H 2 # 6 TO P & B O T , # 3 T I E S @ 6 " CONT TIE BEAM IN CROSS WALL 8" EMBED AND EPOXY ANCHOR, TYP ELEVATED CONCRETE SLAB CONTAINS POST-TENSIONED CABLES. EXISTING SLABS MUST BE XRAYED TO IDENTIFY AND AVOID EXISTING TENDONS 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303SEAL/SIGNATURE 1 2 / 7 / 2 0 1 8 3 : 1 0 : 0 0 P M C : \ U s e r s \ e s e a r c h \ D o c u m e n t s \ 0 0 R E V I T P R O J E C T S \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 . r v t S40 -01STRUCTURE DETAILSCheckerES810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com SC A L E : 1 " = 1 ' - 0 " 1 8" C M U - R E I N F O R C I N G S P L I C E S SC A L E : 3 / 4 " = 1 ' - 0 " 2 TY P I C A L V E R T R E I N F O R C I N G I N C M U W A L L SC A L E : 1 " = 1 ' - 0 " 3 TY P I C A L H E A D E R A N D S I L L R E I N F O R C I N G O F C M U W A L L S SCALE: 1" = 1'-0"4 TYPICAL WALL BASE ANCHORAGE SC A L E : 1 " = 1 ' - 0 " 5 TY P I C A L M O V A B L E P A R T I T I O N S U P P O R T SC A L E : 3 / 4 " = 1 ' - 0 " 6 TY P I C A L S C R E E N W A L L NO.ISSUE DATEPERMIT SET 12.06.2018 T. O . G R O U N D LE V E L EL 0 ' - 0 " T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " H 3 S4 0 - 0 2 6 " 1 ' - 0 " 6 " V A R I E S 2' - 6 " #5 C O N T , E A F A C E #5 C O N T #5 x 2 4 " D O W E L @ 1 2 " O C , 6 " EM B E D A N D E P O X Y A N C H O R EX I S T G R A D E B E A M TY P S L A B R E I N F , S E E P L A N RA M P SL A B R E I N F N O T SH O W N , S E E P L A N EX I S T S L A B #4 @ 1 8 " #4 @ 1 8 " 4" 8" T. O . G R O U N D LE V E L EL 0 ' - 0 " T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " G H 3 S4 0 - 0 2 1 1 / 2 " T Y P 2 ' - 0 " 1' - 2 " RA M P B E Y O N D CM U W A L L , SE E P L A N EX T E N D B O T R E B A R 6" I N T O B E A M EX T E N D T O P B A R OV E R B E A M V E R I F Y I N F I E L D 4 ' - 1 1 1 / 2 " #5 x 1 2 " D O W E L A T V E R T B A R S , 4" E M B E D , E P O X Y N O T R E Q D #5 x 2 4 " D O W E L A T V E R T B A R , 6" E M B E D , E P O X Y A N C H O R 6" S L A B , S E E P L A N F O R R E I N F #5 x 2 4 " D O W E L @ 1 2 " O C , 6 " EM B E D A N D E P O X Y A N C H O R EX I S T C M U W A L L EX I S T G R A D E B E A M EX I S T S L A B EX I S T B E A M EX I S T B E A M EX I S T C O N C R A M P 3 / 4 " T Y P 4 S4 0 - 0 3 T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " 1 2#5 TOP & BOT W/ #3 TIES AT 10"OC 1 ' - 6 " 1 ' - 6 " EXIST PILE CAP EX I S T GR A D E BE A M SL A B A N D R E I N F , SE E P L A N HA U N C H S L A B TO B E A R O N GR A D E B E A M #5 @ 1 2 " , 6 " EM B E D , E P O X Y AN C H O R RAMP8"1'-4" 1'-4" T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 2 EL 1 5 ' - 4 " 1.2 EX I S T I N G C M U W A L L * 1 ' - 4 " 9 ' - 0 " EXISTING SLAB EX I S T I N G S L A B EXISTING CMU WALL 8" x 1 6 " C O N C R E T E H E A D E R WI T H 2 # 5 T O P A N D B O T AN D # 3 T I E S A T 6 " O C CO O R D W I T H S T O R E F R O N T 9' - 8 3 / 4 " 8" RE I N F 3 A D J A C E N T V O I D S W I T H # 5 BA R I F N O T A L R E A D Y R E I N F O R C E D ; GR O U T V O I D S S O L I D #5 x 2 4 " D O W E L , 4" E M B E D , EP O X Y A N C H O R *G C T O S H O R E W A L L A S N E E D E D . W A L L D O E S NO T C A R R Y B U I L D I N G G R A V I T Y L O A D I N G . T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " 1 G R A D E B M 2 ' - 0 " 1 ' - 0 " EX I S T C O L EX I S T C M U EX I S T P I L E C A P HA U N C H G R A D E B E A M T O BE A R O N E X I S T P I L E C A P T.O. GROUND LEVEL EL 0' - 0 " LEVEL 00 - T O F EL -2' - 0 " 1 HAUNCH END OF GRADE BEAM TO BEAR ON EXIST GRADE BEAM EXIST GRADE BMEXIST CMU KNOCK OUT POCKET IN EXIST CMU TO POUR GRADE BEAM 1'-0" T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " 2 EX I S T C M U EX I S T G R A D E B E A M EX I S T S L A B BE A M G R A D E B E A M O N EX I S T G R A D E B E A M KN O C K O U T P O C K E T IN E X I S T S T E M W A L L TO P O U R G R A D E B E A M 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303SEAL/SIGNATURE 1 2 / 7 / 2 0 1 8 3 : 1 0 : 0 2 P M C : \ U s e r s \ e s e a r c h \ D o c u m e n t s \ 0 0 R E V I T P R O J E C T S \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 . r v t S40 -02STRUCTURE DETAILSCheckerES810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com SC A L E : 3 / 4 " = 1 ' - 0 " 1 SE C T I O N A R A M P SC A L E : 3 / 8 " = 1 ' - 0 " 2 SE C T I O N T H R O U G H S T O R A G E R O O M SC A L E : 3 / 8 " = 1 ' - 0 " 3 ST O R A G E R O O M R A M P SC A L E : 1 / 2 " = 1 ' - 0 " 4 KI O S K E L E V A T I O N SC A L E : 1 / 2 " = 1 ' - 0 " 5 SE C T I O N SCALE: 3/4" = 1'-0"6 SECTION SC A L E : 3 / 4 " = 1 ' - 0 " 7 SE C T I O N NO.ISSUE DATEPERMIT SET 12.06.2018 T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " O EX I S T I N G P I L E C A P 2' - 3 " 2' - 3 " EX I S T I N G P I L E EX I S T I N G H O O K E D B A R S , #5 @ 6 " E A S I D E O F C A P TH I C K E N S L A B T O B E A R ON E X I S T I N G P I L E C A P 2 " C L R , T Y P 1 1 / 2 " C L R T Y P 8 1 / 4 " PR O V I D E DE P R E S S I O N S AS N E E D E D 3 / 4 " C L R M I N SE E P L A N F O R R E I N F PR O V I D E DE P R E S S I O N S AS N E E D E D 3' - 0 " AL I G N N E W WI T H E X I S T I N G 1 1 " 4 " EX I S T I N G SL A B EX I S T I N G A P R O N O N E A S T , 4' - 0 " 2 " C L R , T Y P 3 / 4 " C L R , M I N 8 1 / 4 " VA P O R R E T A R D E R SO U T H , & W E S T S I D E S TO P P I N G S L A B W I T H 6x 6 - W 1 . 4 x W 1 . 4 W W F EX I S T S L A B EX I S T G R A D E B M EX I S T R E B A R SE E P L A N FO R R E I N F GRADE BEAM 2'-0"4"CL PILE & GRADE BEAMCONC SLAB, SEE PLAN VAPOR RETARDER PIER CAP BY MICROPILE SUPPLIER HELICAL MICROPILE BY DELEGATED ENGINEER2#5x48" CENTERED OVER PEIR CAP1'-7 1/4" T. O . G R O U N D LE V E L EL 0 ' - 0 " LE V E L 0 0 - T O F EL - 2 ' - 0 " 2# 5 T O P & B O T W / #3 T I E S A T 1 0 " O C 8" RA M P , B E Y O N D 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 33301 f.954.903.9300 f 954.903 9301 C.O.A. #7519 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 DEREK WASSINK, PE FL PE #55303SEAL/SIGNATURE 1 2 / 7 / 2 0 1 8 3 : 1 0 : 0 2 P M C : \ U s e r s \ e s e a r c h \ D o c u m e n t s \ 0 0 R E V I T P R O J E C T S \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y \ K 1 8 0 9 3 . 0 0 - S I B G A T E W A Y - L O C A L E S - R 1 8 . r v t S40 -03STRUCTURE DETAILSCheckerES810495.000 ApproverSIB -GATEWAY PARK Copyright © 2018 Perkins+WillPROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com SC A L E : 3 / 4 " = 1 ' - 0 " 2 TY P I C A L S E C T I O N A T E X I S T I N G P I L E C A P SC A L E : 3 / 4 " = 1 ' - 0 " 1 SE C T I O N SCALE: 1" = 1'-0" 3 HELICAL MICROPILE AT GRADE BEAM SC A L E : 1 " = 1 ' - 0 " 4 SE C T I O N NO.ISSUE DATEPERMIT SET 12.06.2018 T MECHANICAL ABBREVIATIONS SYMBOL DESCRIPTION AD ACCESS DOOR AC AIR CONDITIONING UNIT AHU AIR HANDLING UNIT ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR-CONDITIONING ENGINEERS BHP BRAKE HORSEPOWER CLNG CEILING CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE COND CONDENSER/CONDENSATE CR CEILING REGISTER CU CONDENSING UNIT DDT DUAL DUCT TERMINAL DN DOWN E/A EXHAUST AIR EE EXISTING EXHAUST GRILLE ER EXISTING RETURN GRILLE/REGISTER ES EXISTING SUPPLY DIFFUSER EQPM EQUIPMENT EXH EXHAUST EXIST EXISTING FC FLEXIBLE CONNECTION FCU FAN COIL UNIT FD FIRE DAMPER FPB FAN POWERED BOX HP HORSEPOWER INSUL INSULATION LAT LEAVING AIR TEMPERATURE (AT UNIT'S COIL) O/A OUTSIDE AIR RS RELOCATED SUPPLY R/A RETURN AIR RTU ROOFTOP UNIT S/A SUPPLY AIR S/E SMOKE EVAC SD SMOKE DETECTOR TB TRANSFER BOOT TD TRANSFER DUCT TG TRANSFER GRILLE TS TRANSFER U.O.N.UNLESS OTHERWISE NOTED MECHANICAL LEGEND & SYMBOLS SYMBOL DESCRIPTION THERMOSTAT POINT OF CONNECTION TO EXISTING DUCTWORK OR PIPING DOOR UNDERCUT NEW HVAC ITEM/DUCTWORK EXISTING HVAC ITEM EXISTING HVAC ITEM TO BE REMOVED EXISTING HVAC ITEM TO BE RELOCATED DUCT WITH CAPPED END CONCENTRIC REDUCER ECCENTRIC REDUCER TRANSITION: RECTANGULAR TO ROUND SINGLE DUCT VAV TERMINAL UNIT SINGLE DUCT VAV TERMINAL UNIT WITH HEATER FIRE DAMPER MANUAL VOLUME DAMPER FIRESTOP PENETRATION EXISTING OR HIDDEN SUPPLY DIFFUSER NEW SUPPLY DIFFUSER ARROWS INDICATE AIR FLOW PATTERN EXISTING OR HIDDEN EXHAUST/RETURN GRILLE NEW EXHAUST/RETURN GRILLE SUPPLY DUCT/OUTSIDE AIR DUCT IN SECTION RETURN DUCT/EXHAUST DUCT IN SECTION FLEXIBLE ROUND DUCT AIRFLOW MEASURING DAMPER (TAMCO/EBTRON COMBINATION 1500SW) EXISTING SUPPLY / EXISTING RETURN AIR TERMINAL DESIGNATOR AIR TERMINAL (LETTER DESIGNATOR) AIR FLOW (CFM) QUANTITY IN ROOM (IF MORE THAN 1) OUTSIDE AIR CALCULATIONS SCHEDULE PER FLORIDA BUILDING CODE MECHANICAL 6TH EDITION (2017) MINIMUM VENTILATION RATES TABLE 403.3.1.1 OCCUPANCY VENTILATION UNIT TYPE OF OCCUPANCY FLOOR AREA (FT²) * PERSONS PER 1000 FT² TOTAL PERSONS # OF PLUM FIXTURES CFM/PERSON CFM/FT ² EXHAUST AIRFLOW RATE (CFM / FIXTURE) CFM REQUIRED CFM PROVIDED RTU-1 RECEPTION AREA 820 30 2 -5 0.06 -60 CORRIDOR 305 ----0.06 -18 O/A SUB-TOTAL 78 190 RTU-2 MAIN ENTRY LOBBY 2235 10 33 -5 0.06 -299 O/A SUB-TOTAL 299 690 TOILET ROOM 80 --1 --50 - 50 E/A SUB-TOTAL -75 RTU-3 OFFICE SPACES 575 5 7 -5 0.06 -70 CONFERENCE RMS 300 50 12 -5 0.06 -78 BREAKROOM 220 -3 -7.5 0.18 -62 CORRIDORS 565 ----0.06 -34 STORAGE ROOMS 140 --0.12 -17 O/A SUB-TOTAL 261 550 TOILET ROOMS 590 --11 --50 - 550 E/A SUB-TOTAL - 550 RTU-4 FITNESS ROOM 1320 40 27 -20 0.06 -620 O/A SUB-TOTAL 620 750 RTU-5 LECTURE CLASSROOM 915 65 25 -7.5 0.06 -243 O/A SUB-TOTAL 243 300 RTU-6 CATERING KITCHEN 1020 --0.7 CFM/FT 2 ----714 E/A SUB-TOTAL -714 - 4480 RTU-7 LECTURE CLASSROOM 630 65 18 -7.5 0.06 -173 O/A SUB-TOTAL 173 240 AHU-8 MULTIPURPOSE ROOM 3800 120 240 -5 0.06 -1428 CORRIDORS 145 ----0.06 -9 STORAGE ROOMS 190 --0.12 -23 O/A SUB-TOTAL 1460 1875 * NET AREA NOTE : NOT ALL SYMBOLS AND ABBREVIATIONS LISTED APPLY TO THIS PROJECT. REFER TO CONSTRUCTION DOCUMENTS FOR SCOPE OF WORK. FD 3 A 300 FS ES ER AFMD CODE COMPLIANCE MECHANICAL WORK SHALL COMPLY WITH THE FOLLOWING STANDARDS & CODES AS APPLICABLE: 2017 FLORIDA BUILDING CODE (6TH EDITION) 2017 FBC MECHANICAL CODE (6TH EDITION) 2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION (NFPA 1-2015 & NFPA 101-2015) 2015 NFPA 90A -STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS 2015 NFPA 101 -LIFE SAFETY CODE LATEST ASHRAE STANDARDS GENERAL NOTES 1.THE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT, PERMITS, FEES, INSPECTIONS, TEST, INSURANCE, ETC., REQUIRED FOR THE COMPLETION OF THE WORK SHOWN ON DRAWINGS OR LISTED HEREIN. 2.THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY BEND, OFFSET, ELBOW OR OTHER FITTINGS WHICH MAY BE REQUIRED FOR THE INSTALLATION IN THE SPACE ALLOCATED, OR FOR COORDINATION WITH OTHER TRADES. 3.DRAWINGS ARE NOT TO BE SCALED. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE SITE CONDITIONS SHALL GOVERN THE EXACT LOCATION OF MECHANICAL EQUIPMENT AND APPURTENANCES. 4.SUBMIT SHOP DRAWINGS OF ALL MATERIALS, DUCTWORK, PIPING, AND EQUIPMENT FOR REVIEW BY ENGINEER PRIOR TO ORDERING, FABRICATION, AND/OR INSTALLATION. 5.THE NATURE OF THIS CONTRACT INVOLVES REMODELING OF EXISTING FACILITIES. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF WORK. 6.ALL SERVICES INTERRUPTION AND ALL REMOVAL & DISPOSAL WORK SHALL BE SCHEDULED AND COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE FACILITIES DEPARTMENT. MECHANICAL SYSTEMS SHALL REMAIN OPERATIONAL DURING BUILDING NORMAL OPERATING HOURS. COORDINATE WORK TO CAUSE MINIMUM DOWNTIME OF ANY BUILDING SERVICE. 7.ALL EQUIPMENT AND DEVICES IN SERVICEABLE CONDITIONS REMOVED UNDER THIS CONTRACT SHALL BE PROTECTED AND STORED AT THE JOB SITE FOR DELIVERY BY THE CONTRACTOR TO A LOCATION DESIGNATED BY THE OWNER/LANDLORD. ALL OTHERS, INCLUDING DUCTWORK, PIPING AND ACCESSORIES, SHALL BE PHYSICALLY REMOVED AND DISPOSED OF BY CONTRACTOR, UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL COORDINATE WITH OWNER FOR FINAL ARRANGEMENTS. 8.CONTRACTOR SHALL SUBMIT A COMPLETE LIST OF EQUIPMENT AND ITEMS TO BE REMOVED TO THE OWNER. ALL ITEMS THAT THE OWNER WISHES TO RETAIN SHALL BE TURNED OVER TO OWNER AND THE REMAINDER SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A PROPER MANNER BY CONTRACTOR. 9.ANY EQUIPMENT OR DEVICE TO REMAIN THAT MIGHT HAVE TO BE DISCONNECTED BECAUSE OF THE REMOVAL OF ANY OTHER DEVICE MUST BE RECONNECTED AND TIED BACK TO THE EXISTING BUILDING SYSTEMS AND TESTED FOR CORRECT OPERATION. 10.ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION, INSTALLATION OF ANY PIECE OF EQUIPMENT SHALL BE REPAIRED AND REFINISHED AS REQUIRED TO MATCH EXISTING CONDITIONS OR AS DIRECTED BY THE OWNER. 11.PROTECT SURROUNDING UTILITIES, WALLS, FLOORS AND CEILINGS FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED DURING CONSTRUCTION. 12.WORK CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER NOT SHOWN ON THE PLANS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER IN WRITING FOR APPROVAL. 13.CONTRACTOR SHALL SUBMIT A COMPLETE "AS-BUILT" RECORD SET TO OWNER. 14.CUT ALL OPENINGS, CHASES, TRENCHES, ETC. REQUIRED TO ACCOMMODATE THE WORK UNDER THIS DIVISION AND REPAIR ALL WALLS, ROOF, ETC. DAMAGED BY SUCH CUTTINGS. ALL WORK DONE UNDER THIS HEADING MUST CONFORM IN EVERY RESPECT TO FINISH AND QUALITY OF MATERIALS AND WORKMANSHIP SPECIFIED UNDER APPROPRIATE SECTIONS FOR THIS BUILDING. 15.CONTRACTOR SHALL VERIFY SPACE CONDITIONS AND DIMENSIONS AT JOB SITE AND SHALL COORDINATE WORK WITH ALL OTHER TRADES SUCH AS ELECTRICAL, STRUCTURAL, PLUMBING, FIRE SPRINKLERS, LIGHT FIXTURES, CEILING CONSTRUCTION AND SUPPORTS PRIOR TO ORDERING, FABRICATION, AND INSTALLATION OF EQUIPMENT, DUCTWORK AND PIPING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL COORDINATION OF THIS WORK WITH THAT OF ALL OTHER TRADES. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT/ENGINEER PRIOR TO BEGINNING OF CONSTRUCTION. 16.OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER THIS CONTRACT, AND PROVIDE READY ACCESSIBILITY TO DAMPERS, AND OTHER APPARATUS, INCLUDING ANY PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 17.ALL DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 18.ALL EQUIPMENT AND MATERIALS SHALL BE GUARANTEED FOR THE PERIOD OF ONE YEAR. 19.ALL MECHANICAL EQUIPMENT SHALL BE ARI AND U.L. LISTED WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS VALVES, CONTROLS, CONNECTIONS, GAUGES, ETC. TO FUNCTION PROPERLY. 20.ALL CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE CONTROLS CONTRACTOR. ALL CONTROL WIRING SHALL RUN IN CONDUITS. 21.ALL WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CURRENT CODES AND STANDARDS, INCLUDING NFPA. 22.REFER TO ALL CONSTRUCTION DOCUMENTS, INCLUDING SPECIFICATIONS BOOK, FOR COORDINATION OF THE HVAC WORK AND TO DETERMINE SCOPE OF WORK. 23.PROTECT AND FIRE SEAL ALL OPENINGS AND PIPE/CONDUITS PENETRATIONS THROUGH FIRE RATED WALLS AND CEILING WITH ADEQUATE FIRESTOPPING (UL LISTED) MATERIALS TO MAINTAIN THE INDICATED FIRE RATINGS OF THE ASSEMBLIES BEING PENETRATED. 24.PROVIDE CEILING/WALL ACCESS PANELS WHERE INDICATED IN THE DRAWINGS AND WHERE REQUIRED TO ACCESS HVAC EQUIPMENT/DEVICES AS PER MECH-FBC SECTION 607.4. PANELS SHALL BE RECESSED TYPE, FIRE RATED IF IN FIRE RATED WALLS OR CEILINGS. LOCATIONS OF PANELS SHALL BE COORDINATED WITH ALL THE OTHER TRADES. 25.VERIFY ALL VOLATGES WITH ELECTRICAL CONTRACTOR PRIOR ORDERING ANY EQUIPMENT. 26.ALL FAN DRIVES SHALL BE ADJUSTED TO DELIVER THE SPECIFIED CFM AGAINST THE ACTUAL STATIC PRESSURE OF THE INSTALLATION. 27.ALL DUCTWORK SHALL BE LEAK TESTED AS PER LATEST FLORIDA BUILDING CODE. SEAL ALL DUCTS, JOINTS AN SEAMS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 28.ALL OUTSIDE AIR INTAKES SHALL BE AT 10'-0" MINIMUM DISTANCE FROM ANY EXHAUST DISCHARGE OR PLUMBING VENTS. 29.ALL SMOKE DUCT DETECTORS SHALL BE PROVIDED WITH AN ACCESS DOOR ON DUCTWORK (ULTRA LOW LEAKAGE INSULATED & GASKETED) OF ADEQUATE SIZE FOR INSPECTION AND SERVICEABILITY AS PER NFPA 90A, SEC. A-2-3.4.1 AND MECH-FBC SECTION 607.4. FIELD COORDINATE LOCATION / SIDE OF ACCESS DOOR ACCORDINGLY. 30.COORDINATION DRAWINGS: THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. PRIOR TO COMMENCEMENT OF ORDERING MATERIAL, FABRICATION OR INSTALLATION, THE CONTRACTOR SHALL DEVELOP AS REQUIRED DETAILED COORDINATION DRAWINGS SHOWING CLEARANCES WITH BUILDING STRUCTURE, CEILINGS HEIGHT AND OVERALL COORDINATION WITH ALL OTHER TRADES. WHENEVER THERE IS A CONFLICT, THE CONTRACTOR SHALL SHOW THE PROPOSED SOLUTION ON THE COORDINATION DRAWINGS. DUCTWORK, PIPING OFFSETS, RISES/DROPS, RE-ROUTING AND RE-DIMENSIONING SHALL BE SHOWN ON THE COORDINATION DRAWINGS FOR REVIEW AND APPROVAL BY THE ENGINEER. 31.ALL EQUIPMENT, PIPING & DUCTWORK SUPPORT COMPONENTS SHALL BE HOT-DIPPED GALVANIZED. 32.ALL ACTUATORS FOR CONTROL VALVES AND DAMPERS SHALL HAVE THE CAPABILITY FOR FULL FEEDBACK. 33.PROVIDE NEW FILTERS FOR ALL HVAC EQUIPMENT BEFORE START-UP & TESTING. REPLACE FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. 34.ALL DUCTWORK (SUPPLY, RETURN, OUTSIDE AIR AND EXHAUST, EXCEPT GREASE EXHAUST SYSTEM DUCTS - REFER TO SHEET M10-01 FOR REQUIREMENTS) SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MINIMUM. ALL METAL EXHAUST, MAKE-UP/OUTSIDE INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE INSULATED WITH R-8 MINIMUM. REFER TO SPECIFICATIONS BOOK FOR ALL REQUIREMENTS. 35.ALL MECHANICAL EQUIPMENT AND DUCTWORK INSTALLATION ON THE EXTERIOR OF THE BUILDING SHALL BE CAPABLE TO WITHSTAND HIGH VELOCITY WINDS AS REQUIRED BY FBC. 36.PROVIDE FIRE WATCH DURING ANY ANTICIPATED HOT WORK AND/OR SYSTEM SHUT-DOWNS AS REQUIRED PER NFPA 101 & NFPA 25 CHAPTER 15. PROVIDE ADDITIONAL FIRE EXTINGUISHER(S) AS REQUIRED DURING DEMOLITION/CONSTRUCTION. 37.FLEXIBLE DUCTWORK: FLEXIBLE DUCTS SHALL BE COMPLY WITH FBC SECTIONS 419.3.6.4 THROUGH 419.3.6.4.4 AND LISTED BY UNDERWRITERS LABORATORIES, INC., UNDER UL STANDARD 181 AS A CLASS 1 FLEXIBLE AIR DUCT AND COMPLYING WITH NFPA STANDARDS 90A AND 90B. A.DUCTS SHALL BE FACTORY MADE AND COMPOSED OF A CONTINUOUS METAL LINER DUCT (CPE LINER) PERMANENTLY BONDED TO A COATED SPRING STEEL WIRE HELIX, INSULATED WITH 2" THICK 3/4 LB. DENSITY FIBERGLASS INSULATING BLANKET (R-VALUE NOT LESS THAN 6.0), AND COVERED WITH LOW PERMEABILITY OUTER VAPOR BARRIER OF FIBERGLASS REINFORCED FILM LAMINATE. APPROVED MANUFACTURER & MODEL: THERMAFLEX M-KE, FLEXMASTER 1M, OR APPROVED EQUAL. 38.DUE TO DRAWINGS BEING DIAGRAMMATIC IN NATURE RISERS AND DROPS ARE NOT SHOWN -CONTRACTOR SHALL INCLUDE THESE IN THE BID -WHERE POSSIBLE ALL RISERS AND DROPS SHALL BE CONSTRUCTED USING 45 DEGREE OR LONG RADIUS ELBOWS. 39.PROVIDE AND INSTALL NECESSARY DUCTWORK TRANSITIONS AND PIPING INCREASERS / REDUCERS AS REQUIRED FOR EQUIPMENT CONNECTIONS. CONSULT MANUFACTURER'S DATA FOR ACTUAL DUCTWORK AND PIPING CONNECTIONS SIZES, INCLUDING, BUT NOT LIMITED TO THOSE SHOWN. 40.PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCH DUCTS TO INDIVIDUAL DIFFUSERS AND GRILLES. PROVIDE DAMPERS AS CLOSE AS POSSIBLE TO MAIN IN BRANCH CONNECTION. REFER TO DETAILS. 41.NO DUCTWORK OR PIPING SHALL BE INSTALLED UNTIL IT IS COORDINATED WITH ALL OTHER TRADES AFFECTED. PROVIDE ALL OFFSETS REQUIRED TO AVOID INTERFERENCE WITH OTHER TRADES, EXISTING CONDITIONS AND WITH THE STRUCTURE, INCLUDING, BUT NOT LIMITED TO, THOSE SHOWN. 42.IF NO SIZE IS SHOWN FOR DUCT SERVING DIFFUSER OR GRILLES, USE NECK SIZE SHOWN ON DIFFUSER AND GRILLE SCHEDULE. 43.DO NOT BLOCK TUBE PULL OR SERVICE SPACE ON EQUIPMENT WITH PIPING, DUCTWORK, ETC. 44.ALL CONDUITS, PIPING, DUCTWORK ROUTED PARALLEL TO RATED WALLS (FIRE, FIRE/SMOKE, SMOKE OR CORRIDORS) SHALL BE INSTALLED WITH MINIMUM 6" CLEARANCE TO ALLOW FOR INSPECTION OF WALL PENETRATIONS AS PER FBC. CONTRACTOR SHALL PROVIDE 12" CLEARANCE WHERE POSSIBLE. 45.PROVIDE MINIMUM CLEARANCE OF 36" IN FRONT OF ALL 120/208V PANELS AND MINIMUM 42" IN FRONT OF 277/480V PANELS. PROVIDE ADEQUATE CLEARANCES PER N.E.C. 46.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE MECHANICAL SYSTEMS. AS PART OF DEMOLITION, ALL HOLES, OPENINGS AND ANY DAMAGED MATERIALS OR SURFACES SHALL BE REPAIRED AND FINISHED TO MATCH EXISTING. 47.ALL DEMOLITION WORK SHALL COMPLY WITH NFPA 241 AND THE REQUIREMENTS OF THE OWNER. 48.EXACT LOCATION OF CEILING DIFFUSER, GRILLES, REGISTERS, ETC. TO BE COORDINATED WITH ARCHITECTURAL REFLECTED CEILING PLANS. 49.PROVIDE MANUFACTURER'S CERTIFIED DATA (NOA) OR CALCULATIONS ON ALL EXTERIOR MOUNTED EQUIPMENT DURING SUBMITTAL PHASE, WHICH INDICATES THAT THE EQUIPMENT CAN WITHSTAND A WIND LOAD REQUIRED BY THE FBC. 50.HVAC CONTRACTOR SHALL PROVIDE ALL SHEET METAL AND PIPING TRANSITIONS TO DIFFUSERS, TERMINAL BOXES, COILS AND OTHER SIMILAR HVAC EQUIPMENT. 51.ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S APPROVED PUBLISHED LITERATURE. 52.PROVIDE INSTRUMENTAL TEST HOLES IN DUCTWORK WHEREVER VOLUME DAMPERS ARE REQUIRED. 53.EXACT LOCATIONS OF THERMOSTATS TO BE COORDINATED WITH ALL OTHER TRADES ARCHITECT BEFORE ROUGH-IN OR INSTALLATION. 54.ALL EXPOSED EQUIPMENT (REGISTERS, GRILLES, DIFFUSERS, ETC.) SHALL HAVE COLORS SELECTED BY THE ARCHITECT UNLESS OTHERWISE NOTED. 55.ALL STRAINER/RELIEF VALVE DISCHARGE PIPING SHALL RUN TO 12" ABOVE FINISHED FLOOR OR NEAREST FLOOR DRAIN. 56.COORDINATE ALL STRUCTURAL SUPPORTS AND HOUSEKEEPING CONCRETE PAD REQUIREMENTS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL EQUIPMENT REQUIRING SAME. 57.COORDINATE ALL MOTOR, STARTER, VFD OR DISCONNECT REQUIREMENTS WITH ELECTRICAL DRAWINGS FOR ALL EQUIPMENT REQUIRING SAME. 58.REFER TO SPECIFICATIONS BOOK FOR ALL OTHER REQUIREMENTS. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 3 :3 1 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M00-00 MECHANICAL GENERAL NOTES, SYMBOLS LEGEND & ABBREVIATIONS Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com MARK ISSUE DATE PERMIT SET 12.06.2018 THD180G NO T E T O C O N T R A C T O R : AL L D U C T W O R K C R O S S I N G R A T E D W A L L S A N D / O R F L O O R S W I T H A 1 - H O U R O R M O R E R A T I N G S H A L L B E F U R N I S H E D WIT H A F I R E D A M P E R A S R E Q U I R E D B Y T H E 2 0 1 7 ( 6 T H E D I T I O N ) F L O R I D A B U I L D I N G C O D E : M E C H A N I C A L . TCH330B 6 R O W S / 1 4 F P I 73 . 0 / 5 0 % - 73 ° F / 5 0 % 7 3 ° F / 5 0 % TY P E 5 1 F 73 ° F / 5 0 % NO T E S : 1. T H E R M O S T A T S H A L L B E P R O V I D E D B Y C O N T R O L S C O N T R A C T O R A N D A L L A S PE C T S S H A L L B E C O O R D I N A T E D A C C O R D INGLY WITH UNIT MANUFACTURER. 2. L O C A T I O N O F A C C E S S D O O R S , C O N T R O L E N C L O S U R E , A N D M O T O R D R I V E S H A L L B E C O O R D I N A T E D P R I O R T O I N S T A L L A T I O N . 3. A L L R E F R I G E R A N T P I P I N G S H A L L B E O R D E R E D A N D I N S T A L L E D A S P E R M A N U F A C T U R E R ' S R E C O M M E N D A T I O N S . 4. A L L R T U ' S S H A L L B E P R O V I D E D W I T H H O T - G A S B Y P A S S A N D H O T - G A S R E H E A T . 5. A L L R T U ' S S H A L L B E P R O V I D E D W I T H R O O F C U R B . 6. R T U ' S R E Q U I R I N G S I D E D I S C H A R G E S H AL L B E P R O V I D E D W I T H S I D E D I S C H A R G E O P E N I N G S , O R SPECIAL ROOF CURB WITH SIDE DISCHARGE AS RE QUIRED. REFER TO FLOOR PLANS. 7. R T U ' S W I T H 2 0 0 0 C F M O R M O R E S H AL L B E P R O V I D E D W I T H S M O K E D E TE C T O R O N M A I N S U P P L Y D U C T . 8. A L L R T U ' S S H A L L B E P R O V I D E D W I T H M O T O R I ZE D C O N T R O L D A M P E R O N O U T S I D E A I R I N T A K E . 9. A L L U N I T S S H A L L H A V E V F D AN D M O T O R R A T E D F O R V F D U S E . PA C K A G E R O O F T O P U N I T S C H E D U L E UN I T N O . RT U - 1 RTU-2 LO C A T I O N CA N O P Y R O O F CANOPY ROOF AR E A S E R V E D RE C E P T I O N WAITING AREA /LOUNGE DE S I G N M A N U F A C T U R E R TR A N E TRANE NE T W E I G H T ( L B S . ) 10 0 2 2378 MO D E L N O . TH C 0 4 8 E EE R / S E E R O R I E E R 14 . 2 / - 12.1 / 15.0 I N D O O R F A N TO T A L A I R ( C F M ) 12 8 0 4600 OU T S I D E A I R ( C F M ) 19 0 690 EX T E R N A L S T A T I C P R E S S U R E ( I N W . G . ) 1. 0 0 2.00 BR A K E H O R S E P O W E R ( B H P ) 0. 6 1 3.76 FA N R P M 10 1 5 810 MO T O R H O R S E P O W E R ( H P ) 1. 0 5.0 EL E C T R I C A L S E R V I C E A V A I L A B L E ( V / P H ) 20 8 / 3 208/3 C O O L I N G C O I L TO T A L L O A D C A P A C I T Y ( M B H ) 40 . 8 143.0 SE N S I B L E L O A D C A P A C I T Y ( M B H ) 29 . 6 96.9 DE S I G N A I R F L O W ( C F M ) 12 8 0 4600 FA C E V E L O C I T Y ( F P M ) M A X 50 0 500 EN T E R I N G A I R T E M P . - D B / W B ( ° F ) 75 . 7 0 / 6 3 . 7 0 75.70/63.70 LE A V I N G A I R T E M P . - D B / W B ( ° F ) 53 . 1 4 / 5 1 . 3 7 53.40/50.99 RO W S O F C O I L / F I N S P E R I N C H 3 / 1 6 2 / 16 RO O M D E S I G N T E M P . - D B / R H ( ° F ) 73 . 0 / 5 0 % 73.0 / 50% H O T - G A S R E H E A T DE H U M I D I F I C A T I O N / H O T G A S R E H E A T ( M B H ) 29 . 0 1 114.51 LE A V I N G A I R T E M P . - D B / D P ( ° F ) 74 . 0 3 / 5 0 . 0 0 76.34/49.08 RE H E A T T E M P E R A T U R E R I S E ( ° F ) 20 . 8 9 22.94 MO I S T U R E R E M O V A L R A T E ( G P H ) 1. 5 3 6.14 H E A T E R TY P E EL E C T R I C ELECTRIC CA P A C I T Y ( K W ) 6. 0 18.0 EL E C T R I C A L S E R V I C E A V A I L A B L E ( V / P H ) 20 8 / 3 208/3 F I L T E R S TY P E & T H I C K N E S S TH R O W A W A Y 2 " T H R O W A W A Y 2 " QU A N T I T Y 4 12 FA C E V E L O C I T Y ( F P M ) M A X 50 0 500 A I R C O O L E D C O N D E N S I N G U N I T TY P E O F F A N PR O P E L L E R PROPELLER NO . O F F A N S & H P E A C H 1 ( 0 . 4 0 ) 2 (1.0) AM B I E N T A I R T E M P . - D B ( ° F ) 95 . 0 0 95.00 TY P E O F C O M P R E S S O R SC R O L L SCROLL NO . O F C O M P R E S S O R S 1 2 CO M P R E S S O R R L A 14 . 6 26.2/26.2 CO M P R E S S O R L R A 91 . 0 149.0/149.0 CO N D E N S E R F A N F L A 2. 5 3.8 MIN I M U M C I R C U I T A M P A C I T Y 27 . 5 73.0/73.0 MA X I M U M F U S E S I Z E 40 90 EL E C T R I C A L S E R V I C E A V A I L A B L E ( V / P H ) 20 8 / 3 208/3 * U N L E S S N O T E D O T H E R W I S E O N D R A W I N G S . NO T E S : 1. F I N I S H C O L O R S H A L L B E W H I T E , U N L E S S O T H E R W IS E N O T E D . S U B M I T C O L O R C H A R T T O A R C H I T E C T F O R S E L E C T I O N P R I O R T O O R D E R I N G . C O O R D IN A T E W I T H AR C H I T E C T U R A L D R A W I N G S F O R F I N A L L O C A T I O N . 2. A I R D E V I C E S S H A L L B E A L U M I N U M C O N S T R U C T I O N , I N C L U D I N G A C C E S S O R I E S W H E N A V A I L A B L E , U N L E S S O T H E R W I S E N O T E D . 3. N O I S E C R I T E R I A A N D V E L O C I T Y P R E S S U R E S W E R E C O N S I D E R E D F O R E A C H C F M R A N G E W I T H I T S C O RR E S P O N D I N G N E C K S I Z E . N C V A L U E S S H A L L N OT E X C E E D 2 5 . 4. M A N U A L V O L U M E D A M P E R S S H A L L B E L O C A T E D O N D U C T T A P A S S H O W N I N D E T A I L S O N S H E E T M - 3 . 1 . C O O R DIN A T E W I T H S H E E T M E T A L C O N T R A C T O R A N D AC C E S S L O C A T I O N S P R I O R T O I N S T A L L I N G . 5. A I R D E V I C E S S H A L L B E O R D E R E D W I T H A P P R O P R I A T E B O R D E R T Y P E . 6. A L L S U P P L Y D I F F U S E R S S H A L L B E P R O V I D E D W I T H M A N U F A C T U R E R ' S M O L D E D I N S U L A T I O N B L A N K E T B A C K P A N O R S H A L L B E F I E L D E X T E R N A L L Y I N S UL A T E D ( R - 6 MIN . ) . NO T E S : 1. C O N T R O L S B Y U N I T M A N U F A C T U R E R . R E F E R T O C O N T R O L S S E Q U E N C E O F O P E R A T I O N S . 2. P R O P E R A C C E S S I B I L I T Y T O A C C E S S D O O R S , CO N T R O L E N C L O S U R E , A N D M O T O R D R I V E S H A L L B E C O O R D I N A T E D P R I O R T O I N S T A L L A T I O N . 3. A L L R E F R I G E R A N T P I P I N G S H A L L B E O R D E R E D A N D I N S T A L L E D A S P E R M A NU F A C T U R E R ' S R E C O M M E N D A T I O N S . S I ZE A S R E Q U I R E D T O C O M P E N S A T E FO R L I N E S L O S S W I T H MIN I M U M C A P A C I T Y R E D U C T I O N . R E F E R T O S P EC I F I C A T I O N S F O R I N S U L A T I O N R E Q U I R E M E N T S . 4. N E W C O N D E N S I N G U N I T S S H A L L B E SE C U R E D I N C O M P L I A N C E W I T H T H E W I N D L O A D I N G R E QU I R E M E N T S O F C H A P T E R 1 6 ( H I G H V E L O C I T Y H U R R I C A N E Z O N E ) . I N S T A L L CO N D E N S I N G U N I T M I N I M U M O F 1 4 " A B O V E R O O F S U R F A C E . 5. P R O V I D E O V E R F L O W F L O A T S W I T C H . U P O N A N A L A R M T H E U N I T S H A L L S H U T - D O W N . 6. P R O V I D E I N T E G R A L C O N D E N S A T E R E M O V A L P U M P F O R I N DO O R U N I T ( P U M P , R E S E R V O I R & S E N S O R P A C K A G E ) . 7. D X S P L I T U N I T S H A L L B E I N S T A L L E D A N D P R O V I D E D W I T H A L L R E Q U I R ED A C C E S S O R I E S ( F I L T E R , P O R T S , E T C ) P E R M A N U F A C T U R E R R E C O M M E N D A T IO N S . 8. U N I T S H A L L B E P R O V I D E D W I T H I T S O W N T H E R MO S T A T / C O N T R O L L E R ( B A C N E T A N D M O D B U S I N T E R F A C E ) . R E F E R T O C O N T R O L S S E Q U E N C E O F O P E R A TI O N S . 9. C O N D E N S I N G U N I T S H A L L B E P R O V I D E D W I T H AL L S A F E T Y D E V I C E S I N C L U D I N G HIG H P R E S S U R E S W I T C H , F U S E , T H E R M A L P R O T E C T O R S , O V E R - C U R R EN T P R O T E C T O R S , SE Q U E N T I A L S T A R T A N D R E C Y C L I N G T I M E S , E T C . 10 . I N D O O R A C U N I T S H A L L B E P R O V I D E D W I T H FA C T O R Y T O G G L E S W I T C H F O R D I S C O N N E C T I N G P O W E R TO U N I T , T O B E W A L L MO U N T E D W I T H I N S I G H T O F A C U N I T . P R O V I D E WIT H L O C K I N G C O V E R A S R E Q U I R E D T O P R E V E N T I N A D V E R T E N T O N / O F F S W I T C H I N G . 11 . C O N D E N S I N G U N I T T O B E E Q U I P P E D W I T H M A N U F A C T U R E R ' S A U T O R E F R IG E R A N T C H A R G E F E A T U R E T O E N S U R E P R O P E R R E F R I G E R A N T C H A R G I N G A N D A V O I D C O M P R E S S O R IS S U E S . 12 . I T I S T H E C O N T R A C T O R R E S P O N S I B I L I T Y T O F O L L O W M A N U F A C T U R ER I N S T A L L A T I O N M A N U A L F O R PR O P E R U N I T I N S T A L L A T I O N . 13 . M A N U F A C T U R E R S H A L L I N C L U D E : P R E - S T A R T - U P T E CH N I C I A N T O I N S P E C T A L L A S P E C T S O F I N S T A L L A TI O N T O C O M P L Y W I T H M A N U F A C T U R E R R E C O M ME N D A T I O N S . TE C H N I C I A N D U R I N G S T A R T - U P A N D C O M M I S S I O N O N A L L U N I T S . 14 . A H U - 8 S H A L L B E P R O V I D E D W I T H H O T - G A S R E H E A T AN D H O T - G A S B Y P A S S F O R D E H U MID I F I C A T I O N P U R P O S E S . HV A C D E S I G N R E Q U I R E S : YE S NO DU C T S M O K E D E T E C T O R X FI R E D A M P E R ( S ) X FI R E / S M O K E D A M P E R ( S ) X FI R E R A T E D E N C L O S U R E X FI R E R A T E D R O O F / F L O O R C E I L I N G A S S E M B L Y X FI R E S T O P P I N G X SM O K E C O N T R O L X FA N S C H E D U L E DESIGN BASIS: GREENHECK UN I T N O . K E F - 1 E F - 1 E F - 2 LO C A T I O N L E V E L 4 G A R A G E R O O F L E V E L 4 G A R A G E R O O F L E V E L 2 C A N O P Y R O O F AR E A S E R V E D K I T C H E N T O I L E T R O O M S FITNESS ROOM, CLASSROOM &BANQUET ROOM TY P E C E N T R I F U G A L U P B L A S T C E N T R I F U G A L U P B L A S T C E N T R I F U G A L U P B L A S T MO D E L N O . C U B E - 3 0 0 X P - V G D - 3 0 C U E - 1 0 1 - V G C U E - 1 4 1 - V G F A N P E R F O R M A N C E AIR F L O W ( C F M ) 44 8 0 800 1625 OP E R A T I N G P O W E R ( B H P ) 2. 6 9 0.21 0.56 E. S . P . ( I N W G ) 2. 2 5 0.75 1.0 TO T A L S P ( I N W G ) 2. 2 5 0.901 1.132 FA N R P M 13 6 7 1570 1447 M O T O R DR I V E T Y P E BE L T ( W / V G D ) EC (VARIGREEN)EC (VARIGREEN) MO T O R H O R S E P O W E R ( H P ) 3 0.25 0.75 EL E C T R I C A L S E R V I C E ( V O L T / P H ) 20 8 / 3 115/1 208/1 MO T O R F L A ( A M P S ) 10 . 6 -- VF D R A T E D YE S -- A C C E S S O R I E S BA C K D R A F T D A M P E R YE S YES YES NO T E S / O T H E R A C C E S S O R I E S 1 T H RU 1 5 1 THRU 11 1 THRU 11 FL O R I D A P R O D U C T A P P R O V A L N O . FL 1 3 2 2 5 . 1 FL 13225.1 FL 13225.1 MIA M I - D A D E N O A 16 - 0 2 0 9 . 0 5 16-0209.05 16-0209.05 FA N I N T E R L O C K I N G MOTORIZED AIRFLOW MEASURING DAMPERS GE N E R A L N O T E S : A) A L L R O O F M O U N T E D F A N S S H A L L B E C O A T E D W I T H H I - P R O P O L Y E S T E R : F A N A N D A L L AC C E S S O R I E S , I N C L U D I N G B A C K D R A F T D A M P E R A N D R O O F C U R B S . B) P R O V I D E R O OF M O U N T E D F A N S W I T H T I E - D O W N P O I N T S . C) F A NS SHALL BE INTE RLOCKED THROUGH THE BMS.D) A LL EXTERIOR MOUNTED FANS SHALL BE PROVIDED WITH TEFC ENCLOSURES.E)ALL FANS SHALL BE UL 705 LISTED. F AN S P E C I F I C N O T E S & A C C E S S O R I E S : 1. P R O V I D E D I S C O N N E C T S W I T C H , N E M A 3 R 2. FA N S H A L L B E H I G H - W I N D R A T E D - F L O R I D A A P P R O V E D & M I A M I - D A D E N O A C O M P L I A N T 3. A LU M I N U M H O U S I N G A N D W H E E L C O N S T R U C T I O N , A L U M I N U M C U R B C A P W I T H P R E - P U N C H E D MO U N T I N G H O L E S . 4. M O T O R : V A R I- G R E E N E C M O T O R 0 - 1 0 V D C I N P U T S I G N A L 5. C O N T R O L: V A R I - G R E E N T R A N S F O R M E R, 8 5 - 2 7 7 V A C T O 2 4 V D C , M O U N T E D & W I R E D . 6. B A C K DR A F T D A M P E R , C O A T E D 7. HIG H W I N D R A T E D R O OF C U R B , C O A T E D W I T H H I - P R O P O L Y E S T E R ( M I N . 2 4 " H I G H ) 8.FO AM CURB SEAL 9. T I E -DOWN POINTS (SET OF 4)10.STAINL ESS STEEL FASTENERS 11. A LUMINUM INSECT SCREEN 12. K E F-1 SHALL BE UL 762 LISTED.13.PROVIDE GREASE TRAP.1 4.PROVIDE NON -STICK COATED WHEEL. (TEFLON)15. P R OVIDE VENTED ROOF CURB.RTU-7 CANOPY ROOF SMALL CLASSROOM TRANE 1002 THC048E 14.2 / -800 240 1.00 0.41 938 1.0 208/3 39.0 21.8 800 500 78.40/68.90 50.80/50.68 3 / 16 73.0 / 50%23.15 77.46/50.59 26.67 2.23 ELECTRIC 6.0 208/3 THROWAWAY 2"4 500 PROPELLER 1 (0.4)95.00 SCROLL 1 14.6 91.0 2.5 27.5 40 208/3RTU-3 RTU-4 CANOPY ROOF CANOPY ROOF OFFICE AREAS FITNESS ROOM TRANE TRANE 1217 1675 THC102F THC120F 12.5 / 14.7 12.4 / 14.7 2720 1500 550 750 1.50 1.50 1.21 1.13 1278 1154 3.75 3.75 208/3 208/3 89.0 93.2 59.0 43.7 2720 1500 500 500 76.50/65.10 82.0/73.4 54.05/53.43 52.88/51.21 5 / 16 4 / 16 73.0 / 50%73.0 / 50%77.29 89.80 80.24/52.99 97.93/55.57 26.19 41.38 3.07 6.85 ELECTRIC ELECTRIC 9.0 13.5 208/3 208/3 THROWAWAY 2" T H R O W A W A Y 2 " 44 500 500 PROPELLER PROPELLER 1 (0.75)1 (0.75)95.00 95.00 SCROLL SCROLL 22 15.6/10.0 19.6/10.4 110.0/71.0 136.0/73.0 4.0 2.7 42.0 57.5 50 60 208/3 208/3RTU-5 RTU-6 CANOPY ROOF CANOPY ROOF LARGE CLASSROOM KITCHEN TRANE TRANE 1025 4470 THC060E 1 4.2 / -11.0 / 13.6 1000 3500 300 3500 1.25 2.00 0.95 3.04 1147 644 1.0 7.5 208/3 208/3 45.3 323 25.8 141 1000 3500 500 500 78.40/68.10 91.0/80.0 51.08/50.20 54.0/54.0 4 / 16 4 / 15 73.0 / 50%73.0 / 50%34.86 77.28/54.52 20.08 2.87 ELECTRIC ELECTRIC 4.5 27.0 208/3 208/3 THROWAWAY 2" T H R O W A W A Y 2 " 41 6 500 500 PROPELLER PROPELLER 1 (0.40)3 (1.1)95.00 95.00 SCROLL SCROLL 13 15.9 28.0/37.1/37.1 110.0 203.0/267.0/267.0 2.5 7.0/7.0/7.0 30.0 162.0 45 175 208/3 208/3 FC U - 5 B AH U - 8 ST O R A G E R O O M M E C H C L O S E T ST O R A G E R O O M B A N Q U E T R O O M TR A N E TR A N E TE M 4 A 0 B 2 4 S 2 1 U C C A R 1 7 A 2. 0 / 1 5 38 . 7 5 / 5 0 11 6 16 9 0 15 . 0 / 1 2 . 5 11 . 4 ( E E R ) 82 0 7, 5 0 0 20 0 1, 8 7 5 0. 5 2. 5 DIR E C T D R I V E - 23 7 0 1 @ 1 . 3 2 @ 1 7 E A C H 1. 3 34 . 0 3. 9 / 7 . 8 1 /4 H P 5. 0 / 1 0 . 0 EC M 20 8 / 1 20 8 / 3 26 . 0 36 5 . 0 16 . 2 20 0 . 0 82 0 7, 5 0 0 50 0 50 0 73 . 1 / 6 4 . 0 77 . 5 / 6 8 . 7 55 . 0 / 5 4 . 0 53 . 1 / 5 3 . 0 --Y E S EL E C T R I C EL E C T R I C ( S S R ) 20 8 / 1 20 8 / 3 3. 6 K W 22 . 0 K W 2" T H R O W A W A Y 2 " P L E A T E D ( M 8 ) AS P E R M F R AS P E R M F R 50 0 50 0 CU - 5 B CU - 8 PR O P E L L E R PR O P E L L E R (1 ) 0 . 0 6 H P 3 @ 2 . 6 6 k W 0. 6 4. 1 0 E A C H 95 95 -(2 )S C R O L L 10 . 9 / 6 3 . 0 56 . 9 / 3 5 1 14 14 1 . 0 17 5 A 20 8 / 1 20 8 / 3 13 3 16 2 3 TR A N E TR A N E 4T T R 4 0 2 4 L 1 RA U J C 3 0 E B AC - 5 A FC U - 1 KI O S K O F F I C E AV C L O S E T KI O S K O F F I C E AC C L O S E T MIT S U B I S H I MIT S U B I S H I SL Z - K A 0 9 N A PK A - A 1 8 H A 1 / 1 5 1. 0 / 29 15 / 1 2 15 . 3 28 0 96 0 -------- 1 @ 0 . 2 3 N/A 0. 2 3 0. 3 3 15 W 30 W 20 8 / 1 20 8 / 1 6. 2 19 . 3 4. 5 19 . 0 28 0 96 0 -- 73 . 0 / 6 1 . 0 73 . 0 / 5 6 . 4 ----- HE A T P U M P - 20 8 / 1 - 10 . 9 - AS P E R M F R AS P E R M F R 1A S P E R M F R 50 0 AS P E R M F R CU - 5 A CU - 1 PR O P E L L E R PR O P E L L E R 1 ( 5 5 W A T T S ) 1 ( 3 0 W A T T S ) 0. 5 0. 3 5 95 95 IN V E R T E R D R I V E N I N V E R T E R D R I V E N 6. 6 / 8 . 2 12 13 20 8 / 1 20 8 / 1 66 97 MIT S U B I S H I MIT S U B I S H I SU Z - K A 0 9 N A PU Y - 1 1 8 N H A 3 SP L I T A C U N I T S C H E D U L E UN I T D E S I G N A T I O N LO C A T I O N AR E A S E R V E D DE S I G N M A N U F A C T U R E R IN D O O R U N I T M O D E L N O . MC A / F U S E ( M O C P ) S I Z E ( A ) OP E R A T I N G W E I G H T ( L B S . ) SE E R / E E R F A N TO T A L A I R ( C F M ) OU T S I D E A I R ( C F M ) EX T E R N A L S T A T I C P R E S S U R E ( I N W . G . ) FA N T Y P E FA N S P E E D ( R P M ) FA N Q T Y & F U L L L O A D A M P E R A G E P E R F A N MO T O R F U L L L O A D A M P E R A G E ( A ) MO T O R B H P P E R F A N / T O T A L ( H P ) MO T O R O U T P U T ( W A T T S O R H P ) MO T O R T Y P E EL E C T R I C A L S E R V I C E A V A I L A B L E ( V / P H ) C O O L I N G C O I L TO T A L L O A D C A P A C I T Y ( M B H ) SE N S I B L E L O A D C A P A C I T Y ( M B H ) DE S I G N A I R F L O W ( C F M ) FA C E V E L O C I T Y ( F P M ) M A X EN T E R I N G A I R T E M P . - D B / W B ( ° F ) LE A V I N G A I R T E M P . - D B / W B ( ° F ) RO W S O F C O I L / F I N S P E R I N C H RO O M D E S I G N T E M P . - D B ( ° F ) / R H ( % ) HO T - G A S R E H E A T H E A T E R HE A T / R E H E A T C O I L T Y P E EL E C T R I C A L S E R V I C E A V A I L A B L E ( V / P H ) HE A T C A P A C I T Y ( M B H O R K W ) F I L T E R S TY P E & T H I C K N E S S QU A N T I T Y FA C E V E L O C I T Y ( F P M ) M A X A I R C O O L E D C O N D E N S I N G U N I T UN I T D E S I G N A T I O N TY P E O F F A N NO . O F F A N S & W A T T S E A C H FA N M O T O R F U L L L O A D A M P E R A G E ( A M P S ) AM B I E N T A I R T E M P . - D B ( ° F ) TY P E O F C O M P R E S S O R CO M P R E S S O R R L A / L R A MC A ( A M P S ) MO C P ( A M P S ) EL E C T R I C A L S E R V I C E A V A I L A B L E ( V / P H ) UN I T W E I G H T ( L B S . ) DE S I G N M A N U F A C T U R E R MO D E L N O . AIR T E R M I N A L S C H E D U L E DE S I G N B A S I S : P R I C E SY M B O L & U S E T Y P E NE C K S I Z E (I N C H E S ) * CF M R A N G E A C C E S S O R I E S * M O D E L SU P P L Y S Q U A R E P L A Q U E 6 " 0 - 1 2 0 2 4 x 2 4 M O D U L E A S P D AL U M I N U M 8 " 1 2 5 - 2 1 0 L A Y - I N B O R D E R 10 " 2 1 5 - 3 2 5 12 " 3 3 0 - 4 7 0 14 " 4 7 5 - 6 4 0 RE T U R N P E R F O R A T E D F A C E 1 0 x 1 0 0 - 1 8 0 2 4 x 2 4 M O D U L E 1 0 A AL U M I N U M 1 2 x 1 2 1 8 5 - 2 7 0 P A N E L M O U N T E D ( 3 P A ) 16 x 1 6 2 7 5 - 4 8 0 TR A N S F E R D O O R T R A N S F E R G R I L L E 2 4 x 1 8 0 - 3 0 0 B O R D E R T Y P E B F A T G H / B F HE A V Y D U T Y A L U M I N U M SU P P L Y L I N E A R S L O T D I F F U S E R 6 " 0 - 1 0 0 I N S U L A T E D ( F F ) P L E N U M A S - 2 1 0 (1 ) 1 " S L O T , C O N T I N U O U S 8" 10 5 - 1 8 0 A S P I - 2 1 0 - F F TY P E 4 1 LE N G T H P E R P L A N S 10 " ( O V A L ) 1 8 5 - 2 8 0 L E N G T H P E R P L A N S DR Y W A L L M O U N T E D 12 " ( O V A L ) 2 8 5 - 4 0 0 SU P P L Y LI N E A R S L O T D I F F U S E R 6" 0 - 1 0 0 I N S U L A T E D ( F F ) P L E N U M AS - 2 1 0 (1 ) 1 " S L O T , C O N T I N U O U S 8" 10 5 - 1 8 0 A S P I - 2 1 0 - F F LE N G T H P E R P L A N S 10 " ( O V A L ) 1 8 5 - 2 8 0 L E N G T H P E R P L A N S SU S P E N D E D M O U N T I N G 12 " ( O V A L ) 2 8 5 - 4 0 0 SU P P L Y LI N E A R S L O T D I F F U S E R 6" 0 - 1 0 0 I N S U L A T E D ( F F ) P L E N U M AS - 2 1 0 (1 ) 1 " S L O T , C O N T I N U O U S 8" 10 5 - 1 8 0 A S P I - 2 1 0 - F F TY P E 2 3 LE N G T H P E R P L A N S 10 " ( O V A L ) 1 8 5 - 2 8 0 L E N G T H P E R P L A N S T- B A R M O U N T I N G 12 " ( O V A L ) 2 8 5 - 4 0 0 RE T U R N L I N E A R S L O T D I F F U S E R 6" 0 - 6 0 I N S U L A T E D ( F F ) P L E N U M AS - 2 1 0 EX H A U S T ( 1) 1 " SL O T 8" 65 - 1 1 0 A S P I - 2 1 0 - F F LE N G T H P E R P L A N S 10 " ( O V A L ) 1 1 5 - 1 8 0 L E N G T H P E R P L A N S OM I T P A T T E R N C O N T R O L L E R 12 " ( O V A L ) 1 8 5 - 2 5 0 RE T U R N L I N E A R S L O T D I F F U S E R 12 " ( O V A L ) 0 - 2 8 0 I N S U L A T E D ( F F ) P L E N U M AS - 2 1 5 (1 ) 1 - 1 / 2" S L O T AS P I - 2 1 5 - F F LE N G T H P E R P L A N S LE N G T H P E R P L A N S OM I T P A T T E R N C O N T R O L L E R RE T U R N L I N E A R S L O T D I F F U S E R 12 " ( O V A L ) 1 1 5 - 1 8 0 I N S U L A T E D ( F F ) P L E N U M AS - 2 1 0 EX H A U S T ( 1) 1 " S L O T , T - B A R M O U N T E D AS P I - 2 1 0 - F F TY P E 2 3 LE N G T H P E R P L A N S LE N G T H P E R P L A N S OM I T P A T T E R N C O N T R O L L E R SU P P L Y SP I R A L D U C T G R I L L E 14 x 1 0 0 - 4 0 5 P A I N T E D T O M A T C H C E I L I N G SD G E DO U B L E D E F L E C T I O N RE F E R T O A R C H D W G S 3 /4 " B L A D E S P A C I N G , E N D F R A M E S TO M A T C H D U C T C U R V A T U R E RE T U R N S P I R A L D U C T R E T U R N G R I L L E 2 4 x 1 2 0 - 7 2 0 P A I N T E D T O M A T C H C E I L I N G S D G E R PE R F O R A T E D F A C E , E N D F R A M E S R E F E R T O A R C H D W G S TO M A T C H D U C T C U R V A T U R E SU P P L Y S I D E W A L L L O U V E R E D G R I L L E 8 x 6 0 - 1 3 0 S U R F A C E M O U N T E D 6 2 0 - L DO U B L E D E F L E C T I O N 1 2 x 6 1 3 5 - 2 1 0 B L A D E S P A R A L L E L T O 3 /4 " B L A D E S P A C I N G LO N G D I M E N S I O N RE T U R N L I N E A R B A R G R I L L E 4" W I D E 0 - 4 5 C F M / F T S U R F A C E M O U N T E D LB P - 1 5 B CO R E S T Y L E 1 5 B BL A N K - O F F ( B O S ) A S R E Q ' D BO R D E R S T Y L E 5 0 0 OU T S I D E A I R A L U M I N U M L O U V E R E D G R I L L E 24 x 3 0 0 - 1 8 0 0 S U R F A C E M O U N T E D 91 0 - S SIN G L E D E F L E C T I O N BL A D E S P A R A L L E L T O 1 /2 " B L A D E S P A C I N G SH O R T D I M E N S I O N A B C D D1 D2 E F E1 E2 F2 G H J K L SIL E N C E R S C H E D U L E SIL E N C E R I N F O R M A T I O N DU C T S Y S T E M I N F O R M A T I O N TA G Q T Y M O D E L WID T H (I N ) HE I G H T (I N ) LE N G T H (I N ) AI R DI R E C T I O N AI R F L O W (C F M ) VE L O C I T Y (F P M ) AP D (i n . w . g . ) PD w / S E (i n . w . g . ) SA - 1 1 R L 3 6 / Y B 4 4 . 0 0 2 0 . 0 0 3 6 . 0 0 F o r w a r d 7 5 0 0 1 2 2 7 0 . 1 5 No t e s : G a l v a n i z e d , C L 1 ( 2 2 G A ) , 2 2 G A P e r f L i n e r , F i b e r g l a s s , I n l e t : 2 " S l i p , O u t l e t : 2 " S l i p FC U - 2 EX I S T . I T C L O S E T EX I S T . I T C L O S E T MIT S U B I S H I PK A - A 3 6 K A 1. 0 / 3 0 46 18 . 8 ( S E E R ) 92 0 ----N/A 0. 3 3 30 W 20 8 / 1 34 . 2 34 . 0 92 0 - 73 . 0 / 5 6 . 4 ------ AS P E R M F R AS P E R M F R AS P E R M F R CU - 2 PR O P E L L E R (2 ) 7 4 WA T T S (2 ) 0 . 5 E A C H 95 IN V E R T E R D R I V E N 8 / 1 3 25 31 20 8 / 1 21 1 MIT S U B I S H I PU Y - A 3 6 N K A 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTB PERMIT SET 12.06.18FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t.305.418.9177 f 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICEFIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 / 1 0 / 2 0 1 9 4 : 1 2 : 0 7 P M C : \ U s e r s \ j o s e j \ D o c u m e n t s \ C 0 2 0 3 2 1 1 8 - M E C H _ R 1 8 _ k a r i n c @ e s i c o n s u l t . c o m . r v t M00 -10MECHANICALSCHEDULESCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK PROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com MARK ISSUE DATEPERMIT SET 12.06.20181 R e v i s i o n 1 01.09.2019 1 1 UR E F U R E F S NMLKJIHGF 1 1.2 2 2.2 3 4 ELEVATORS N.I.C. EXIST. ELECTRICAL ROOM N.I.C. LOADING / SERVICE ENTRANCE EXIST. IT ROOM EXIST. STORAGE N.I.C. NEW KIOSK EXIST. TRASH ROOM N.I.C. EXIST. OFFICE N.I.C. LEGEND NOT IN CONTRACT (N.I.C) IN CONTRACT LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LI M I T S O F C O N S T R U C T I O N EXISTING RESTROOMS LAUNDRY NEW STORAGE INTERIOR BUILD-OUT LI M I T S O F C O N S T R U C T I O N N.I.C. N.I.C. N.I.C. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 3 :3 4 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M01-01 REFERENCE PLAN KNC KNC 810495.000 IFG SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/16" = 1'-0" 1 MECHANICAL REFERENCE PLAN MARK ISSUE DATE PERMIT SET 12.06.2018 MLKJIHGF 2 2.2 3 4 ALL EXISTING AHU'S SHALL BE REMOVED ALONG WITH ASSOCIATED OUTDOOR CONDENSING UNITS AND PIPING, EXCEPT AS SHOWN ON 2ND LEVEL CANOPY. EXISTING ROOF OPENING FOR PIPING TO BE RE-USED FOR NEW STORAGE ROOM. REFER TO NEW WORK TO NEW INDOOR UNIT LOCATION. EXISTING INDOOR UNIT TO BE RELOCATED TO NEW STORAGE ROOM. REFER TO SHEET M11-03. EXTEND REF. PIPING FROM EXISTING CU AS REQUIRED. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 3 :3 6 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M04-01 MECHANICAL LEVEL 01 PARTIAL FLOOR PLAN -DEMOLITION Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0" 1 LEVEL 01 FLOOR PLAN - DEMOLITION MARK ISSUE DATE PERMIT SET 12.06.2018 FDFDFD FD MLKJIHGF 2 2.2 3 4 CU-1 CU-1 CU-1 CU-1 CU-1 CU-1 CU-1 CU-1 EXISTING CU'S SHALL BE REMOVED ALONG WITH ASSOCIATED PIPING. EXISTING CU'S SHALL BE REMOVED ALONG WITH ASSOCIATED PIPING. EXISTING CU'S TO REMAIN & BE RE-USED AT NEW ENCLOSED STORAGE ROOM. ASSOCIATED PIPING SHALL BE EXTENDED TO NEW LOCATION FOR INDOOR UNIT. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 3 :3 7 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M04-02 MECHANICAL LEVEL 02 PARTIAL FLOOR PLAN - DEMOLITION Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0" 1 LEVEL 02 FLOOR PLAN - DEMOLITION MARK ISSUE DATE PERMIT SET 12.06.2018 MLK 1 1.2 CU-5 (EXIST) FCU-5 (EXIST) 10ø O/A EXISTING CEILING HUNG FCU TO REMAIN. REPLACE S/A & R/A DUCTWORK AS SHOWN IN NEW WORK PLANS. EXISTING O/A INTAKE LOUVER TO REMAIN EXISTING O/A DUCTWORK TO REMAIN EXISTING OUTDOOR CONDENSING UNIT SERVING KIOSK TO REMAIN. ALL EXISTING OUTDOOR UNITS SERVING OTHER SPACE (NIC) TO REMAIN. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 3 :3 8 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M05-01 MECHANICAL KIOSK PARTIAL FLOOR PLAN - DEMOLITION Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0" 1 LEVEL 01 - DEMOLITION PLAN KIOSK MARK ISSUE DATE PERMIT SET 12.06.2018 AF M D AF M D AF M D A F M D FI T N E S S CE N T E R 10 8 CO N F E R E N C E RO O M 10 4 RE C E P T I O N 10 0 BR E A K R O O M 10 3 CO R R I D O R 12 1 CL A S S R O O M 11 1 CA T E R I N G KI T C H E N 11 2 BANQUET HALL/MULTIPURPOSE 117 LO U N G E 10 1 BA N Q U E T HA L L ST O R A G E 11 6 ST O R A G E 12 2 EL E C . 11 8 AV . 11 9 TE L E P H O N E RO O M 10 6 ME E T I N G RO O M 10 5 WO R K S T A T I O N S 10 7 JA N I T O R 11 4 TR A S H 11 3 GA M E L O U N G E PA N T R Y BA N Q U E T T E SH E L V I N G ST O R . 12 0 WO M E N S 12 6 ME N S 12 7 EL E C T R I C A L 12 3 LO U N G E LO U N G E CL A S S R O O M 10 9 R E C E P T I O N C O R R I D O R 1 0 2 ME C H 12 5 M L K J I H G F 2 3 4 D 15 0 D 15 0 D 15 0 D 15 0 E 1 1 5 5 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 16 5 3 D 18 0 D 18 0 D 18 0 D 15 0 D 15 0 D 15 0 D 15 0 D 15 0 D 18 0 D 10 0 K2 1 0 F2 5 0 F2 5 0 F2 5 0 B 4 8 0 B 3 6 0 B 55 D 60 D 60 D 60 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 D 11 0 K1 7 5 K1 7 5 D 16 5 5 1 6 x 1 0 S / A 18 x 1 4 S / A 8ø S / A 8ø S / A 8ø S / A 8ø S / A D 12 0 F1 2 5 F1 2 5 D 11 5 J 50 D 11 5 2 J 50 F 1 0 0 F50 J 50 D 11 5 D 75 J 75 J 10 0 1 6 x 1 0 R / A 1 2 x 1 4 R / A A 45 0 A 45 0 A 45 0 A 45 0 A 45 0 A 45 0 A 45 0 J 10 0 10 x 1 0 8ø 1 0 x 8 1 2 x 1 0 1 6 x 1 4 18 x 2 0 S / A 1 6 x 1 8 S / A 1 6 x 1 6 S / A 8x 6 8 x 6 10 x 6 S / A 12 x 8 S / A 8x 8 S / A 14 x 1 2 S / A 8 x 8 8ø 8x 4 8ø 10 x 1 0 12 x 1 0 S / A D 16 0 6 D 10 0 D 10 0 D 10 0 D 10 0 1 4 x 1 6 1 4 x 1 4 S / A 10 x 8 8 x 6 S / A 1 4 x 1 2 S / A 1 0 x 1 0 S / A 8 x 8 S / A 8x 6 D 18 0 D 18 0 D 18 0 D 18 0 D 18 0 F75 D 30 D1 280 10 x 8 D 18 0 D 14 0 10 x 1 2 8ø 14 x 1 2 14 x 1 6 26 x 2 0 S / A 14 x 1 2 S / A 1 2 x 1 0 8ø 10 x 8 12 x 1 0 8ø S / A 6ø S / A 2 2 x 1 6 R / A 22 x 1 6 R / A 3 0 x 2 0 R / A 24 x 2 0 R / A 16 x 1 8 R / A 16 x 1 8 1 8 x 1 4 R / A 16 x 1 0 R / A 16 x 1 0 12 ø 8ø 10 x 6 8ø S / A 1 2 ø 1 2 x 1 4 E / A 14 x 1 2 E / A 24 x 1 4 E / A 10 ø 10 x 1 0 12 x 1 2 E / A 12 x 1 0 E / A 8 ø 8 ø 8x 8 E / A 8 x 6 6x 6 E / A 8 x 6 16 x 1 6 8ø S / A 8ø R / A 10 x 1 0 S / A 1 6 x 1 6 S / A 10 x 1 0 1 0 ø D1 360 D1 360 D1 360 D1 360 D1 360 D1 360 D1 360 D1 360 D1 360 D1 360 D1 360 D1 360 D1 280 D1 14 0 D1 17 0 3 D1 17 0 3D1 17 0 4 D1 14 0 D 14 0 F 1 0 0 F 1 0 0 F 1 0 0 8 x 6 8x 6 8 ø 16 x 1 0 S / A 16 x 1 2 16 x 1 0 12 x 1 0 S / A 8x 6 8 x 6 D 15 0 1 2 ø R / A 8ø S / A SA -1 1 0 x 8 S / A 10 x 8 S / A 6ø S / A 8x 6 8x 6 44 x 2 0 S / A 42 x 2 0 R / A 34x20 S/A 30x20 S/A 24x20 S/A 20x18 S/A 18x14 S/A 10ø10ø 10x10 8ø 8ø 1 4 x 1 4 R / A 12 ø R / A E2 1 3 0 E2 1 3 0 E2 1 3 0 E2 1 3 0 E2 1 3 0 E2 1 3 0 D2 16 0 D2 16 0 D2 16 0 D2 16 0 8x 8 S / A 8ø S / A 3 4 x 1 6 S / A 16 x 1 8 S / A AH U -8 D2 16 0 D2 16 0 D2 16 0 K 1 7 5 K 1 7 5 K 1 7 5 K 1 7 5 K 1 7 5 K1 7 5 K 1 7 5 K 1 7 5 K1 7 5 K1 7 5 K1 7 5 K 1 7 5 K1 7 5 K 2 1 0 K2 1 0 K 1 7 5 FC U -1 L 17 5 0 K 5 4 0 K0 K 5 4 0 E 2 5 0 E 2 5 0 E 2 5 0 F2 1 7 0 F2 1 7 0 PR O V I D E 3 7 F E E T O F CO N T I N U O U S L I N E A R B A R GR I L L E , W I T H ( 2 ) 1 2 F O O T AC T I V E S E C T I O N S A S SH O W N . P R O V I D E B L A N K - OF F F O R I N A C T I V E S E C T I O N . PROVIDE TYPE E1 CONTINUOUS LINEAR SLOT DIFFUSERS ALONG SIDES (INSTALL AS HIGH AS POSSIBLE). (1) 1 -1/2" SLOT WITH 5 FT LONG INSULATED PLENUM AND 12" INLET FACING DOWN (PRICE MODEL ASPI215).TYPICAL ALL AROUND AS SHOWN.PROVIDE TYPE E1 CONTINUOUS LINEAR SLOT DIFFUSERS ALONG SIDES (INSTALL AS HIGH AS POSSIBLE). (1) 1 -1/2" SLOT WITH 5 FT LONG INSULATED PLENUM AND 12" INLET FACING DOWN (PRICE MODEL ASPI215).TYPICAL ALL AROUND AS SHOWN.PROVIDE TYPE E1 CONTINUOUS LINEAR SLOT DIFFUSERS ALONG SIDES (INSTALL AS HIGH AS POSSIBLE). (1) 1 -1/2" SLOT WITH 5 FT LONG INSULATED PLENUM AND 12" INLET FACING DOWN (PRICE MODEL ASPI215).TYPICAL ALL AROUND AS SHOWN. D2 28 0 E2 2 2 5 D2 22 5 E2 1 1 5 2 4 x 1 4 O / A SD TO / F R O M RT U -1 TO / F R O M RT U -2 TO / F R O M RT U -3 TO / F R O M RT U -4 TO / F R O M RT U -5 FR O M RT U -6 UP T O EF -2 1 4 x 1 2 R / A TO / F R O M RT U -7 8x 1 2 UP T O KE F -1 DN D1 17 0 2 AD AD 4 5 3 2 1 1 1 1 1 1 1 1 1 24 x 1 4 B 6 0 0 1 1 1 A 22 5 A 22 5 A 20 0 A 20 0 A 20 0 J 50 J 50 CO2 CO2 CO 2 CO 2 1 4 x 1 2 E / A 6 6 66 CO 2 6 AD AD 2 6 x 1 0 E / A 16 x 1 0 E / A 1 4 x 1 0 UP T O EF -1 2 HO O D S Y S T E M : 1. FO R H O O D , H O O D F I R E S U P P R E S S I O N , E T C . R E F E R T O K I T C H E N C O N S U L T A N T D R A W I N G S . GR E A S E D U C T S Y S T E M : 1. GR E A S E D U C T S Y S T E M S H A L L C O M P L Y W I T H T H E F B C M E C H A N I C A L S E C T I O N 5 0 6 A N D N F P A 9 6 . 2. GR E A S E E X H A U S T D U C T W O R K S H A L L S L O P E B A C K T O H O O D A T 1 / 4 " S L O P E P E R F T . I F T H E D U C T L E N G T H EX C E E D S 7 5 F E E T , T H E S L O P E S H A L L B E N O T L E S S T H A N 1 " P E R F T . 3. TH E D U C T W O R K S H A L L H A V E O N L Y T H O S E O P E N I N G S R E Q U I R E D F O R T H E P R O P E R O P E R A T I O N A N D MA I N T E N A N C E O F T H E S Y S T E M . P R O V I D E C L E A N O U T O P E N I N G S ( O N T H E S I D E S O R T O P O F D U C T , WH I C H E V E R I S M O R E A C C E S S I B L E ) A T E A C H C H A N G E O F D I R E C T I O N O F T H E D U C T A N D A T A N Y O T H E R PO R T I O N O F T H E S Y S T E M N O T A C C E S S I B L E F R O M T H E D U C T I N L E T O R D I S C H A R G E . O N H O R I Z O N T A L SE C T I O N S , P R O V I D E C L E A N O U T S S P A C E D N O M O R E T H A N 1 2 F T A P A R T . 4. GR E A S E E X H A U S T D U C T W O R K S H A L L B E W R A P P E D W I T H 2 -HO U R F I R E -RA T E D F I R E M A S T E R S Y S T E M , O R AP P R O V E D P R O D U C T , F O R E N T I R E LE N G T H O F R U N , F R O M H O O D C O L L A R U P T O R O O F P E N E T R A T I O N S AN D / O R R O O F M O U N T E D F A N . 5. GR E A S E E X H A U S T D U C T W O R K I N S T A L L E D O N R O O F S H AL L B E W E L D E D 1 6 G A U G E C A R B O N S T E E L , S I N G L E WA L L . G R E A S E E X H A U S T D U C T W O R K I N S T A L L E D O N TH E I N T E R I O R S H A L L B E W E L D E D 1 8 G A U G E C A R B O N ST E E L , S I N G L E W A L L . 6. AL L S E A M S A N D J O I N T S S H A L L B E L I Q U I D -TI G H T W I T H A C O N T I N U O U S E X T E R N A L W E L D . 7. A S I G N S H A L L B E P L A C E D O N A L L A C C E S S P A N E L S S T A T I N G : " AC C E S S P A N E L - DO N O T O B S T R U C T ". 8. PR O V I D E A P P R O V E D G R E A S E D U C T R E S E R V O I R P E R F B C M E C H A N I C A L S E C T I O N 5 0 6 . 3 . 7 W H E R E T H E D U C T HA S A L O W P O I N T A L O N G T H E H O R I Z O N T A L R U N T H A T C A N N O T B E A V O I D E D . 9. CO N T R A C T O R S H A L L P E R F O R M A L I G H T T E S T P R I O R T O T H E C O N C E A L E M E N T O F A N Y P O R T I O N O F T H E GR E A S E D U C T S Y S T E M . R E F E R T O FB C M E C H A N I C A L S E C T I O N 5 0 6 . 3 . 2 . 5 . 10 . HO O D V E N T I L A T I O N D U C T S A N D E X H A U S T E Q U I P M E N T S H A L L C O M P L Y W I T H T H E R E Q U I R E M E N T S O F FL O R I D A M E C H A N I C A L C O D E S E C T I O N 5 0 6 . HO O D A N D G R E A S E D U C T S Y S T E M N O T E S PROVIDE ALL CONTINUOUS LINEAR DIFFUSERS AS SHOWN, WITH INACTIVE SECTIONS BLANKED -OFF AS REQUIRED. TYPICAL THROUGHOUT UNLESS INDICATED OTHERWISE.MECHANICAL PLAN KEY NOTES 1 PROVIDE GREASE DUCT CLEANOUT ACCESS DOORS AS PER FBC -M 506.3 (TYPICAL).2 3 4PROVIDE GREASE DUCT RESERVOIR AT DUCT ELEVATION CHANGE PER FBC. REFER TO HOOD SYSTEM NOTES HEREIN.PANT -TYPE FITTING FROM (2) E/A COLLARS AT HOOD UP TO KEF WRAPPED WITH FIREMASTER FASTWRAP+. ALL ELBOWS / CORNERS SHALL BE ROUNDED RADIUS TYPE.5ALL ELBOWS / CORNERS AT GREASE EXHAUST DUCT SYSTEM SHALL BE ROUNDED RADIUS TYPE (1.5xR).6PROVIDE SPACE CO2 SENSOR TO ALLOW FOR OUTSIDE AIR REDUCTION AT SYSTEM SERVING SPACE AS REQUIRED. SENSOR SHALL BE INTERLOCKED WITH HVAC SYSTEM SERVING SPACE ACCORDINGLY.1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTB PERMIT SET 12.06.18FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 3 0 5 . 4 1 8 . 9 1 7 7 f 3 0 5 . 4 1 8 . 9 1 7 8 HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICEFIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 / 9 / 2 0 1 9 4 : 3 1 : 2 9 P M C : \ U s e r s \ j o s e j \ D o c u m e n t s \ C 0 2 0 3 2 1 1 8 - M E C H _ R 1 8 _ k a r i n c @ e s i c o n s u l t . c o m . r v t M10 -01MECHANICAL LEVEL 01 PARTIAL FLOOR PLAN -NEW WORKCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK PROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 8 " = 1 ' - 0 " 1 LE V E L 0 1 - M E C H A N I C A L F L O O R P L A N MARK ISSUE DATEPERMIT SET 12.06.20181Revision 1 01.09.2019 1 1 FD FD FD FD M L K J I H G F 2 2.2 3 4 RT U -1 RT U -2 RT U -3 RT U -4 RT U -6 RT U -7 RT U -5 EF -2 PR O V I D E N E W R T U W I T H CU S T O M R O O F C U R B F O R SI D E D I S C H A R G E . PR O V I D E N E W R T U W I T H CU S T O M R O O F C U R B FO R S I D E D I S C H A R G E . NE W 2 2 x 2 2 E / A D U C T F R O M K I T C H E N HO O D U P T O N E W KE F -1 . N E W S L A B PE N E T R A T I O N S S H A L L B E C O O R D I N A T E D WIT H S T R U A S R E Q U I R E D . NE W 1 2 x 1 2 E / A D U C T F R O M T O I L E T RO O M S U P T O N E W EF -1 . N E W S L A B PE N E T R A T I O N S S H A L L B E CO O R D I N A T E D W I T H S T R U A S RE Q U I R E D . RE -US E E X I S T I N G RO O F S L A B O P E N I N G S AS S H O W N . RE -US E E X I S T I N G RO O F S L A B O P E N I N G S AS S H O W N . RE -US E E X I S T I N G RO O F S L A B O P E N I N G S AS S H O W N . NE W R O O F S L A B O P E N I N G S FO R N E W R T U ' S . C O O R D I N A T E WIT H S T R U A S R E Q U I R E D . NE W R O O F S L A B O P E N I N G S FO R N E W R T U ' S . C O O R D I N A T E WIT H S T R U A S R E Q U I R E D . CU -5B CU -8 CU -1 IN S U L A T E A L L R E F P I P I N G W I T H 1 -1/2 " EL A S T O M E R I C I N S U L A T I O N . P R O V I D E AL U M I N U M P R O T E C T I V E J A C K E T I N G T O AL L O U T D O O R E X P O S E D I N S U L A T E D RE F . L I N E S . ( T Y P I C A L ) INSULATE ALL REF PIPING WITH 1 -1/2" ELASTOMERIC INSULATION. PROVIDE ALUMINUM PROTECTIVE JACKETING TO ALL OUTDOOR EXPOSED INSULATED REF. LINES. (TYPICAL) SD SD SD SD SD SD 1. AL L N E W E Q U I P M E N T , P I P I N G & D U C T W O R K S H A L L B E S E C U R E D T O T H E B U I L D I N G S T R U C T U R E I N CO M P L I A N C E W I T H T H E W I N D L O A D I N G A N D D E B R I S I M P A C T R E Q U I R E M E N T S O F L A T E S T F L OR I D A BU I L D I N G C O D E , C H A P T E R 1 6 ( H I G H -VE L O C I T Y H U R R I C A N E Z O N E ) . R E F E R T O S T R U C T U R A L DR A W I N G S F O R D E T A I L S & R E Q U I R E M E N T S . 2. NE W R O O F M O U N T E D D U C T W O R K S H A L L H A V E A M I N I M U M C L E A R A N C E A B O V E R O O F S U R F AC E OF 1 4 " P E R T A B L E 1 5 0 9 . 6 . 5 O F T H E F L O R I D A B U I L D I N G C O D E , 6 T H E D I T I O N ( 2 0 1 7 ) . 3. CO N T R A C T O R S H A L L C O O R D I N A T E I N D E T A I L A L L W O R K I N C L U D I N G R O O F O P E N I N G S , R O O F I N G , ET C . W I T H A R C H I T E C T U R A L & S T R U C T U R A L DR A W I N G S . 4. PR O V I D E P R E -MA N U F A C T U R E D N O A R A T E D A L U M I N U M S U P P O R T S F O R D U C T W O R K I N S T A L L E D O N RO O F , S P A C E D N O T M O R E T H A N 6 F E E T A P A R T . RO O F I N S T A L L A T I O N N O T E S 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTB PERMIT SET 12.06.18FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t.305.418.9177 f 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICEFIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 / 9 / 2 0 1 9 4 : 3 2 : 1 0 P M C : \ U s e r s \ j o s e j \ D o c u m e n t s \ C 0 2 0 3 2 1 1 8 - M E C H _ R 1 8 _ k a r i n c @ e s i c o n s u l t . c o m . r v t M10 -02MECHANICAL LEVEL 02 PARTIAL FLOOR PLAN -NEW WORKKNCKNC / JJ810495.000 IFGSIB -GATEWAY PARK PROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/ 8 " = 1 ' - 0 " 1 LE V E L 0 2 C A N O P Y R O O F P L A N - D U C T W O R K MARK ISSUE DATEPERMIT SET 12.06.20181Revision 1 01.09.201911 1 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTB PERMIT SET 12.06.18FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t.305.418.9177 f 305.418.9178HVACSTRUCTURAL ENGINEERSELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICEFIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 / 1 1 / 2 0 1 9 5 : 5 3 : 1 1 P M C : \ U s e r s \ j o s e j \ D o c u m e n t s \ C 0 2 0 3 2 1 1 8 - M E C H _ R 1 8 _ k a r i n c @ e s i c o n s u l t . c o m . r v t M10 -03MECHANICAL LEVEL 04 PARTIAL FLOOR PLAN -NEW WORKCheckerAuthor810495.000 ApproverSIB -GATEWAY PARK PROJECT ADDRESS:151 Sunny Isles Blvd Sunny Isles Beach, FL 331602800 Ponce De Leon Blvd,Suite 1300,Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com MARK ISSUE DATEPERMIT SET 12.06.20181 R e v i s i o n 1 01.09.2019 1SHEET NO LONGER IN USE UR E F U R E F S MLK 1 1.2 FCU-5 (EXIST) FCU-5AEXISTING CEILING HUNG FCU TO REMAIN. REPLACE S/A & R/A DUCTWORK AS SHOWN HEREIN. NEW CASSETTE-TYPE FCU TO SERVE THE OFFICE. NEW (1) SET OF REF. PIPING FROM FCU-5A UP TO CU-5A ON 2ND LEVEL GARAGE. H 675 G 365 G 360 A 50 ALL DUCTWORK, PIPING, ETC. IN OPEN KIOSK SPACE SHALL BE PAINTED TO MATCH EXPOSED CEILING. REFER TO ARCH DWGS. EXIST. O/A DUCT & LOUVER TO REMAIN. 14ø S/A 14 ø S / A 14ø R/A10x18 R/A 18 x 1 0 R / A 10ø O/A 14ø S/A 8ø S / A 24x16 R/A 18 x 1 0 R / A CU-2 CU-3 CU-4 CU-5 (EXIST) CU-1M CU-2 NEW (1) SET OF REF. PIPING FROM FCU-2 UP TO CU-2 ON 2ND LEVEL GARAGE. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 3 :5 7 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M11-01 MECHANICAL KIOSK PARTIAL 1ST FLOOR PLAN -NEW WORK KNC KNC / JJ 810495.000 IFG SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0" 1 LEVEL 01 - DEMOLITION PLAN KIOSK MARK ISSUE DATE PERMIT SET 12.06.2018 MLK 1 1.2 CU-5A NEW (1) SET OF REF. PIPING UP FROM FCU-5A ON LEVEL 1 KIOSK OFFICE. CU-2 NEW (1) SET OF REF. PIPING UP FROM FCU-2 ON LEVEL 1 EXIST. IT ROOM. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 3 :5 7 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M11-02 MECHANICAL KIOSK PARTIAL 2ND LEVEL PLAN -NEW WORK Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0" 1 LEVEL 02 GARAGE PLAN - PIPING MARK ISSUE DATE PERMIT SET 12.06.2018 DN AF M D LAUNDRY 135 J C 250 INSTALL DOOR TRANSFER GRILLE ON EXTERIOR FACE OF DOOR. INSTALL 4" SHEETMETAL DUCT FOR DRYER VENT. RUN UP TO CEILING SPACE INSIDE WALL. PROVIDE DRYER WALL VENT MADE FROM GALVANIZED STEEL WITH HEAVY POWDER COATING. COLOR TO MATCH EXISTING WALL COLOR. MODEL DWV4 BY IN-O-VATE, OR APPROVED EQUAL. W/D STORAGE 136 HG 1 1.2 2 2 M11-03 FCU-5B 20 x 1 0 S / A 12x10 O/A J 205 J 205 J 205 J 205 PROVIDE NEW 24x12 INTAKE LOUVER ABOVE NEW DOORWAY. LOUVER SHALL BE NOA RATED (GREENHECK MODEL EVH-660D OR APPROVED EQUAL -NOA # 17-0807.20; FPA No. 16785.1) LKJI 1.2 2 FCU-2 FCU-5 (EXIST) FCU-5A PROVIDE (1) SET OF REF. PIPING BETWEEN FCU-2 AND CU-2 ON 2ND LEVEL GARAGE. (1) SET OF REF. PIPING UP TO CU-5A ON 2ND LEVEL GARAGE. REFER TO SHEET M11-02. (1) SET OF REF. PIPING UP TO CU-2 ON 2ND LEVEL GARAGE. REFER TO SHEET M11-02. LEVEL 01 0' -0" FCU-5B 10 x 1 2 O / A PROVIDE 16Wx18Dx14H R/A PLENUM AT UNIT'S INLET. CONNECT O/A TO PLENUM. 10x20 S/A 16x12 S/A J 205 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /1 0 /2 0 1 8 1 0 :3 4 :4 6 A M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M11-03 MECHANICAL STORAGE, IT AND LAUNDRY ROOMS PLANS -NEW WORK Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0" 3 LAUNDRY ROOM - MECHANICAL PLAN 1/4" = 1'-0" 1 STORAGE ROOM - MECHANICAL PLAN 1/8" = 1'-0" 4 EXIST. IT ROOM - MECHANICAL PLAN 1/4" = 1'-0" 2 STORAGE ROOM SECTION MARK ISSUE DATE PERMIT SET 12.06.2018 SCALE:N.T.S. DUCT PENETRATION CONSTRUCTION DETAIL GYPBOARD PARTITION MASONRY PARTITION GYP BOARD WALL CONSTRUCTION MASONRY WALL CONSTRUCTION ACOUSTICAL SEALANT SHEET METAL ENCLOSURE PACK W/ FIBERGLASS INSULATION (3# TO 6# DENSITY). REF: $M15723 SCALE:N.T.S. TYPICAL 90 DEG. DUCT TAP WITH DAMPER BLADE DETAIL CLINCH EDGES BRANCH DUCT AIR FLOW TRUNK DUCT 45 DEGREE ANGLE PROVIDE OPPOSED BLADE DAMPER AT ALL LOW PRESSURE TAPS (DOWNSTREAM OF VAV BOXES, EXHAUST & O/A DUCTS). REF: $M15705 SCALE: SCALE: SCALE:N.T.S. ROUND DUCT TAKE-OFF DETAIL AIR FLOW SPIN-IN FITTING WITH DAMPER, 45° EXTRACTOR AND LOCKING QUADRANT. FLEXIBLE CONNECTION REF: $M15703 SCALE:N.T.S. FLEXIBLE DUCT CONNECTION DETAIL AIR FLOW DIFFUSER LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) INSULATED FLEXIBLE DUCT 4" TO 6" HIGH METAL COLLAR ROUND DUCT, WITH 1-1/2" LBS/1" THICK, MFR. OWEN-CORNINGS, DUCT WRAP INSULATION, TO PERMIT FLEXIBLE DUCT CONN. AND OBD INSTALLATION ATTACH COLLAR TO DIFFUSER NECK W/ SCREWS 4" OC. SEAL JOINT W/ DUCT SEALER AND TAPE. MANUAL OPPOSED BLADE DAMPER SEAL JOINT WITH DUCT SEALER & TAPE. REF: $M15709A SCALE:N.T.S. FLEXIBLE DUCT CONNECTION DETAIL AIR FLOW LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) SPIN-IN FITTING WITH EXTRACTOR AND QUADRANT DAMPER INSULATED FLEX. DUCT 4" TO 6" HIGH METAL COLLAR ROUND DUCT, WITH 1 1/2 " LBS/IN THICK, MFR. OWEN-CORNINGS, DUCTWRAP INSULATION, TO PERMIT FLEXIBLE DUCT CONNECTION AND OBD INSTALLATION ATTACH COLLAR TO DIFFUSER NECK W/ SCREWS 4" O/C SEAL JOINT W/ DUCT SEALER AND TAPE. TO DIFFUSER SPIN-IN FITING WITH EXTRACTOR AND QUADRANT DAMPER MAKE TAP AT SIDE OR BOTTOM AS SHOWN ON PLANS SEAL JOINT WITH DUCT SEALER & TAPE DIFFUSER REF: $M15709B SPECIFIED DUCT SIZE SCALE:N.T.S. ROOF DUCT PENETRATION DETAIL (B) STANDARD DUCT CONSTRUCTION SEAMS WATERTIGHT SEAL FLASHING ROOFING DUCT INSULATION METAL FLASHING SHOULD EXTEND 4" MIN. BELOW TOP OF CURB FOR DETAIL B REF: $M15720C REF: $M15810A SCALE:N.T.S. DAMPER CONTROL SYSTEM BOWDEN CABLE REMOTE NOTES : 1. COORDINATE EXACT LOCATION OF CEILING MOUNTED CONCEALED REGULATOR WITH ARCHITECT PRIOR TO INSTALLATION. 2. THE 270-896 BOWDEN CABLE CONTROL SYSTEM IS DESIGNED TO BE IMBEDDED IN THE CEILING FLUSH WITH THE FINISHED SURFACE. 3. CABLE SHALL CONSIST OF BOWDEN CABLE 0.054" STAINLESS STEEL CONTROL WIRE ENCAPSULATED IN 1/16" FLEXIBLE GALVANIZED SPIRAL WIRE SHEATH. 4. LOCKING RACK AND PINION GEAR DRIVE SHALL BE CONSTRUCTED OF 14 GAUGE STEEL AND SHALL BE USED TO CONVERT ROTARY MOTION INTO PUSH-PULL MOTION. 5. CONTROL SHAFT SHALL BE "D"-STYLE FLATTENED 1/4" DIAMETER WITH 265° ROTATION PROVIDING 1-1/2" LINEAR TRAVEL CAPABILITY. ROUND DAMPER FLEXIBLE CASING AND WIRE (50'-0" MAXIMUM) RIGID DUCTWORK FLEXIBLE DUCTWORK RACK & PINION OPERATOR MOUNTING BRACKET SOCKET WRENCH CEILING DIFFUSER 7/8" THREADED CAP, TAMPER PROOF OPTIONAL CONCEALED REGULATOR KIT 3 3/4" 3 3/4" 2 1/4 3 3/8 2 4" W ATERP RO O F DUCT 6"6" A B 1" AIR GAP UNIT TYPE A B DRAW THRU 2" PLUS X X BLOW THRU 1" MIN 2X WHERE "X" = STATIC PRESSURE IN PAN. D1 D2 D5 ELBOWS VANE CONSTRUCTION DETAILS N.T.S. D8 TYPICAL AHU CONDENSATE DRAIN CONNECTION DETAIL N.T.S. D7 D9 D10 D11 D16 SCALE:N.T.S. DUCT SUPPORT DETAIL SCALE:N.T.S. OUTSIDE AIR INTAKE DETAIL SCALE:N.T.S. BOWDEN CABLE MANUAL VOLUME DAMPER REMOTE CENTER SCALE:N.T.S. PENETRATION DETAIL ROOF DUCT (INSULATED) SCALE:N.T.S. CEILING DIFFUSER INSTALLATION DETAIL SCALE:N.T.S. PENETRATION DETAIL ROOF DUCT (UNINSULATED) SCALE:N.T.S. EXHAUST FAN ROOF MOUNTING DETAIL UPBLAST SERIES FANSDOWNBLAST SERIES FANS CONCRETE DECK ANCHORING 3/8" S.S. HILTI KWIK BOLT 3 EXPANSION ANCHORS MIN. 2.50" ENGAGEMENT SEE TABLE FOR QTY. (5" MIN. EDGE DISTANCE) 2000 MIN. PSI CONCRETE ROOF CURB NOA RATED ROOF CURB, 18 GA. MIN.; 24" TALL MAX. WELDED CONSTRUCTION CURB CORNER ANCHOR DETAIL CURB TO DECK MOUNTING GREENHECK UNIT SIZE CONCRETE ANCHORING NO. OF FASTENERS PER SIDE STEEL DECK ANCHORING NO. OF FASTENERS PER SIDE CUE / CUBE < 161 G / GB < 141 2 2 CUE / CUBE > 161 G / GB > 141 3 3 FASTENERS NEED TO BE LOCATED ON 2 OPPOSITE ENDS OF FAN CURB. FAN TO CURB MOUNTING GREENHECK UNIT SIZE FASTENERS PER SIDE CUE-060 THRU HP-161/HP, CUBE-098 THRU HP-161/HP/XP S-CUBE-141 THRU HP-161/HP, G-060 THRU 141, GB-071 THRU HP-161/HP 3 CUE-180/HP-200, CUBE-180 THRU HP-240/HP/XP, S-CUBE-200 THRU 240, G-060 THRU 150, GB-180 THRU HP-240/HP 5 CUBE-300/HP/XP, S-CUBE-300, GB-260-300/HP 9 FASTENERS ON EACH SIDE OF THE FAN ARE TO BE INSTALLED WITH ONE FASTENER 4 INCHES FROM EACH EDGE AND ONE FASTENER CENTERED. THE FASTENERS ARE TO BE EQUALLY SPACED.5/16 INCH SELF-DRILLING SCREWS. FRONT VIEW TYPICAL ELBOW SIDE VIEW 2-1/4" R 45° 2-1/4" 4-1/2" R 45° 2-1/4" 3-1/4" 2" R DEPTH (D) WIDTH (W) 45°45° 1" R 1-1/8" 1-1/8" 2-1/8" NOTES 1. ALL SQUARE OR RECTANGULAR ELBOWS SHALL HAVE ONE OF THE TWO TYPES OF TURNING VANES SHOWN ABOVE. SINGLE VANE ELBOWS WILL NOT BE PERMITTED. 2. VANES SHALL BE CONSTRUCTED, SUPPORTED AND FASTENED AS RECOMMENDED BY SMACNA. 3. ALL SQUARE OR RECTANGULAR ELBOWS SHOWN ON PLANS FOR EXHAUST OR RETURN DUCT MAY BE MADE RADIUS ELBOWS PROVIDED SPACE PERMITS RADIUS INSTALLATION. 4. ALL SQUARE OR RECTANGULAR ELBOWS SHOWN ON PLANS FOR SUPPLY DUCT MAY BE MADE RADIUS ELBOWS PROVIDED SPACE PERMITS RADIUS INSTAL- LATION AND/OR THERE ISN'T AN OUTLET OR TAKE-OFF WITHIN 5D ON THE DOWNSTREAM SIDE OF THE ELBOW. SMALL DOUBLE VANE ELBOW USE FOR ELBOWS BELOW 36" IN WIDTH AND ANY DEPTH LARGE DOUBLE VANE ELBOW USE FOR ELBOWS 36" 0R WIDER AND ANY DEPTH UNION DRAIN PAN AHU THREADED CAP WITH PERFORATION ON TOP DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN PITCH DOWN TOWARD DRAIN NOTES : 1. FIRE RATED PACKING SHALL BE U.L. SYSTEM C-AJ-1015. 2. SLOPE PIPE @ 1/4" PER FOOT. 3. PROVIDE SHIELDING OVER CONDENSATE PIPING WHERE SUBJECT TO DAMAGE. 4. SECURE NEW CONDENSATE DRAIN PIPING TO FLOOR WITH COPPER BRACKETS OR CLAMPS (USE NON-FERROUS FASTENERS). 5. CONDENSATE LINE SHALL BE INSULATED WITH 1" ARMFLEX. PROVIDE PROTECTIVE ALUMINUM JACKETING TO PROTECT AGAINST DAMAGE. CLEAN-OUT (TYP.) CONCRETE ANCHORS CONCRETE ANCHORS (TYPICAL) STRAP SPACED AS PER SMACNA STANDARDS, SEE SPECIFICATIONS SECTION 15815 WASHER MAY BE OMITTED WITH 100 LBS. (45 KG) MAX LOAD ON 22 GA. (0.85 mm) STRAP WHEN FOLDED DO NOT BEND STRAP AT 90° BEND UNDER LOAD EXPANSION SHIELDS EXPANSION NAIL WASHER PROVIDE GASKET AT CONNECTION BETWEEN DUCTWORK AND LOUVER OUTSIDE AIR LOUVER W/ VERTICAL BLADES SEE ARCH. DWGS. FOR DETAILS WALL BIRDSCREEN DUCT INSULATION, SEE SPECIFICATIONS FOR DETAILS INSULATION D4D3 D6 TO CONTROL DAMPER MODEL 270-896C PLASTIC CAP "U" BRACKET SUPPORT STEEL PIPE CEILING7/8"∅ CAP WEATHERPROOF DUCTWORK, SEE MECH SPECS FOR INSULATION REQUIREMENTS CURB TOP FLASHING WITH DRIP EDGE & WEATHERPROOF COLLAR BY G.C. 12" ALUMINUM COUNTER - FLASHING SKIRT BY MECH CONTRACTOR, SEALED TO DUCT "S" SLIP BY MECH CONTRACTOR CURB FURNISHED BY MECH CONTRACTOR, INSTALLED, FLASHED & SEALED BY G.C. MECH CONTRACTOR TO PACK VOIDS BETWEEN DUCT & STRUCTURAL OPENING (TYP), SEE SPECIFICATION SILICONE CAULKING BY MECH CONTRACTOR (TYP) 2" LINER BEGINS 1" LINER ENDS AIR FLOW EXTRACTOR ROUND SHEET METAL COLLAR SECURE FLEX. WITH METAL BANDS 4" TO 6" HIGH ROUND METAL DUCT COLLAR WITH 11/2 LBS. 1" THICK DUCT WRAP INSULATION SEAL INSULATION TO DUCT AND CEILING WITH VAPOR BARRIER TAPE SUPPLY DUCT INSULATED FLEXIBLE ROUND, SEE SPECIFICATIONS OPPOSSED BLADE DAMPER, SEE SPECIFICATIONS CEILING DIFFUSER GRID BAR WEATHERPROOF DUCTWORK, SEE MECH SPECS FOR INSULATION REQUIREMENTS CURB TOP FLASHING WITH DRIP EDGE & WEATHERPROOF COLLAR BY G.C. 12" ALUMINUM COUNTER - FLASHING SKIRT BY MECH CONTRACTOR, SEALED TO DUCT "S" SLIP BY MECH CONTRACTOR CURB FURNISHED BY MECH CONTRACTOR, INSTALLED, FLASHED & SEALED BY G.C. MECH CONTRACTOR TO PACK VOIDS BETWEEN DUCT & STRUCTURAL OPENING (TYP), SEE SPECIFICATION SILICONE CAULKING BY MECH CONTRACTOR (TYP) D12 D13 D14 D15 REF: $M15618 REF: $M15737REF: $M15736A REF: $M15810REF: $M15721B REF: $M15726REF: $M15721A 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 4 :0 1 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M40-01 MECHANICAL DETAILS Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com MARK ISSUE DATE PERMIT SET 12.06.2018 SCALE: 40" MIN. 18" MIN. SCALE:N.T.S. TYPICAL HOOD EXHAUST FAN DETAIL EXHAUST FAN HINGED VENTED ROOF CURB GALVANIZED STEEL CURB W/ FLASHING & COUNTERFLASHING ROOF SLAB EXHAUST DUCT, SEE PLANS FOR SIZE FINISHED ROOF NOTE : COMPLETE FAN ASSEMBLY INCLUDING ROOF CURB SHALL BE NOA RATED. REF: $M15615 SCALE: SCALE: SCALE:SCALE:SCALE:N.T.S. TYPICAL HORIZONTAL AIR SPLITTER DAMPER DETAIL D NOTCH DIRECTION OF BLADE ON BOTH ENDS OF SQUARE BAR 5/16 " GALVANIZED STEEL ROD SET SCREW SPACER ATTACHED TO METAL SLEEVE AIR FLOW 18" GAGE GALV. SHEET STEEL DAMPER BLADE: FULL HEIGHT OF MAIN DUCT. DOUBLE BEND LEADING EDGE OF DAMPER BLADE. 2 x "D" IF POSSIBLE TAPED JOINT REF: $M15706 40" MIN. 18" 6" MIN. 6" MIN. 26" 7'-0" 6" MIN 6" 2 1 " T Y P . F O R 2 4 " W I D E W R A P1 1 /2 "1 0 1 /2 " 1 1 /2 " 1 1/2" 3" 1 1 /2 " 1 1/2" 3" 1 1/2" 3" 1 1/2" 3" 1 1/2" 3" 1 1/2" 1 1 /2 " MAX. M A X . 8" 1 0 1 /2 " 21" TYP. 21" TYP. EBTRON GOLD SERIES ** SCALE:N.T.S. TRAPEZE TYPE PIPE HANGER SCALE:N.T.S. OVERHEAD PIPE SUPPORT SCALE:N.T.S. TYPICAL WALL/FLOOR PIPE PENETRATION DETAIL D4 FIRE RATED BLANKET INSTALLATION DETAIL FOR DUCT EXITING ROOF N.T.S. D5 D6 COMMERCIAL KITCHEN GREASE DUCT ACCESS DOOR SYSTEM N.T.S. FIREMASTER 1-1/2" FASTWRAP+ SCALE:N.T.S. KITCHEN EXHAUST HOOD AND DUCT SYSTEM MOUNTING DETAILS FOR HOOD MOUNTED ADJACENT TO NON-COMBUSTIBLE WALLSD5 ALTERNATE PINNING TECHNIQUE D7 FIREMASTER 1 1/2" FASTWRAP+ COMMERCIAL KITCHEN GREASE DUCT 2 HOUR SHAFT ALTERNATIVE - ZERO CLEARANCE TO COMBUSTIBLES N.T.S. GREASE DUCTS ONLY: SIZES >24"X48" IN CROSS SECTION PINNING TECHNIQUE REQUIRED. OVERLAP WRAP OPTION CROSS SECTION VIEW BUTT JOINT OPTION CROSS SECTION VIEW CHECKERBOARD WRAP OPTION CROSS SECTION VIEW D8 TYPICAL CURB DETAIL AT CONCRETE DECK N.T.S.D9 EBTRON GOLD SERIES AFMS ON RECTANGULAR DUCT DETAIL N.T.S.D10 SECTION A-A A A HANGER ROD, FASTEN TO STRUCTURE COMBINATION RUBBER-IN SHEAR & SPRING VIBRATION ISOLATORS WHERE SPECIFIED ONLY RIGID INSULATION PIPE (TYP.) U-BOLT (TYP) PIPE TO 4" USED CHANNEL 1-5/8"x2-7/16"x12GA. PIPE FROM 5 TO UP USED. STEEL INSULATION SHIELD ADJUSTABLE TRAPEZE COMBINATION RUBBER IN SHEAR & SPRING TYPE VIBRATION ISOLATORS WHERE SPECIFIED ONLY CLEVIS TYPE HANGER STEEL INSULATION SHIELD HANGER ROD FASTEN TO STRUCTURE RIGID INSULATION PIPE NOTE: ALL SUPPORT'S COMPONENTS SHALL BE HOT-DIPPED GALVANIZED INSULATED METAL PIPE THROUGH 2-HR. GYPSUM WALL PROTOTYPE: HILTI U.L. SYSTEM No. WL5029 F RATING = 2-HR T RATING = 1-HR MINIMUM 1/2" CROWN HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. MAX. 2" THICK FIBERGLASS INSULATION. W/ AN ALL SERVICE JACKET 2-HR. FIRE RATED GYPSUM WALL ASSEMBLY NOTE: 1. MAX. DIA. OF OPENING IS 15" 2. ANNULAR SPACE REQUIRED MIN. 0" TO MAX. 1 7/8" 10" DIA. (OR SMALLER) STEEL PIPE (SCHEDULE 40 OR HEAVIER), COPPER PIPE, EMT OR STEEL CONDUIT FIRESTOP SEALANT MIN. 1-1/4" DEPTH HILTI FS-ONE INTUMESCENT D1 D2 D3 4 6 3 2 1 5 FIREMASTER DUCT SYSTEM DUCT ROOF ROOF OVER-FLASHING VENT FLASHING ONEL LAYER FIREMASTER FASTWRAP+, 2" THICK FIREMASTER FIRESTOP SYSTEM ONLY NEEDED FOR RATED ROOFS 1 2 3 4 5 6 1 3 4 8 9 10 7 6 5 2 OMEGA POINT LABORATORIES DESIGN NO. GD 544 F AND GD 562 F, UL ASSEMBLY NO. G-14 DOOR HOLE 1/4" DIA. ALL THREAD RODS ACCESS COVER - 16 GAUGE INSULATION PINS - WELDED ONE LAYER FIREMASTER FASTWRAP+, 1 1/2" THICK ONE LAYER FIREMASTER FASTWRAP+ 1" OVERLAP SPEED CLIPS ALUMINUM TAPE AT EDGES SPOOL PIECES FOR THREADED RODS 1/4" DIA. WING NUTS 1 2 3 4 5 6 7 8 9 10 6"MIN. COOKING EQUIPMENT HOOD FRONT VIEW (TYP.) 18"MIN HOOD 1" MINERAL WOOL INSULATION AND 22 GA. STAINLESS STEEL PLATE. 16 GA. EXT. WELDED LIQUID TIGHT EXHAUST DUCT.CEILING STRUCTURE AND ROOFING ARE NON COMBUSTIBLE PROVIDE W/ HINGED VENTED ROOF CURB NOTE : NEGATIVE PRESSURE IN COOKING AREA SHALL NOT EXCEED .02" H2O FINISHED FLOOR COOKING EQUIPMENT EXTEND MINERAL WOOD AND STEEL PLATE FULL HEIGHT OF WALL WITHIN 18" OF EXHAUST DUCT. MAKE-UP AIR DUCT FROM SUPPLY FAN FIRE ACTIVATED DAMPER IN ACCORDANCE W/ NFPA 96-2-3.1.2 MAKE-UP AIR PLENUM FINISHED FLOOR LOCATE EXHAUST FAN MIN. 10'-0" AWAY FROM MAKE-UP AIR FAN 1" MINERAL WOOL INSULATION HOOD SIDE VIEW EXHAUST FAN HOOD (SEE KITCHEN CONSULTANT DWG.) NON-COMBUSTIBLE ROOF CURB WITHOUT WOOD NAILER. 3 4 2 1 7 1 2 3 1 2 1 3 2 5 6 Omega Point Laboratories Design Nos. GD 544F, GD 562F UL Assembly Nos. G-14, V-19 ONE LAYER FIREMASTER FASTWRAP+, 1 1/2" THICK STEEL BANDING 1/2" WIDE MIN. 3" MIN. LONGITUDINAL OVERLAP 3" MIN. PERIMETER OVERLAP 6" WIDE FIREMASTER FASTWRAP+ COLLAR (FOR BUTT JOINT OPTION) FIRMLY BUTTED JOINT (FOR BUTT JOINT OPTION) 10 OR 12 GAUGE STEEL INSULATION PIN WITH 1 1/2 " x 1 1/2 " OR 11/2" DIA. GALVANIZED SPEED CLIPS (FOR ALTERNATE PINNING) 1 2 3 4 5 6 7 ROOF CURB BY UNIT MANUFACTURER 2 1/4 " LONG TAPCONS AT 12" O.C. EACH SIDE AND AT CORNERS SENSOR CABLE FACTORY SUPPLIED TYP. (1 TO 4) NOTES: 1. TRANSMITTER SHALL BE EQUIPPED WITH AN ANALOG TEMPERATURE OUTPUT THAT CAN BE CONFIGURED AS AN ALARM OUTPUT. ALARM CAN BE SET AS ACTIVE HIGH, ACTIVE LOW OR SET-POINT. 2. CONNECT OUTPUT SIGNAL CABLE. CABLE DRAINS TO EARTH GROUND AT ONE END ONLY. 3. ON MULTIPLE TRANSMITTER INSTALLATIONS WITH A COMMON 24 VAC SOURCE, WIRE 24 VAC POWER TO THE SAME TERMINALS ON ALL TRANSMITTERS (E.G. L1 TO L1, L2 TO L2). 4. COORDINATE WITH CONTROLS CONTRACTOR IN ORDER INTERFACE & MONITOR THRU EXISTING BMS. ** REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR INSTALLATION REQUIREMENT, SUCH STRAIGHT RUNS, ETC. FOR PROPER PERFORMANCE. 24 VAC 2 CONDUCTOR ANALOG BAS CONTROL INTERFACE RS-485 CONTROL INTERFACE CUT OUT SLAB WHERE REQUIRED EXHAUST FAN / ROOF EQUIPMENT RUBBER GASKET EXTEND ROOFING UP AND OVER THE TOP OF THE ROOF CURB ROOF INSULATION AS REQUIRED EXISTING CONCRETE DECK PATCH AND REPAIR ROOFING AS REQUIRED INSTALLATION INSTRUCTION NOTES : 1.MEASURE AND CUT PIECES OF FIREMASTER FASTWRAP+ ALLOWING FOR 3" OVERLAPS AROUND THE CIRCUMFERENCE OF THE DUCT AND DOWN THE LENGTH OF THE DUCT. 2. ALL CUT EDGES TO BE SEALED WITH ALUMINUM TAPE. 3.FINAL FASTENING WITH MINIMUM WIDE STAINLESS STEEL OR CARBON STEEL BANDING (0.015" MINIMUM THICKNESS) SECURED WITH BANDING WING SEALS. 4. BANDING TO BE PLACED AN 1-1/2 INCHES FROM THE EDGE ON THE PERIMETER OVERLAPS WITH A MINIMUM 10-1/2 INCH S PACING DOWN THE LENGTH OF THE DUCT. 5. IN ADDITION TO BANDING ON DUCTS 24" AND WIDER, THE BOTTOM AND AT LEAST ONE VERTICAL SIDE OF FASTWRAP+ TO BE SECURED WITH WELDED 12 GAUGE STEEL INSULATION PINS, LOCKED INTO PLACE WITH 1-1/2 INCHES DIAMETER ROUND OR SQUARE, GALVANIZED SPEED CLIPS OR CUP HEAD PINS. 6. PINS THAT EXTEND BEYOND THE BLANKET SHALL BE TRIMMED AND/OR TURNED DOWN FOR SAFETY. 7.FIREMASTER CAN BE INSTALLED WITH A ZERO CLEARANCE AT THE OVERLAPS OR IN THE FIELD BETWEEN THE OVERLAPS. 8.FOR COMPLETE DETAILS ON THE INSTALLATION OF FIREMASTER FASTWRAP+, PLEASE REFER TO THE PRODUCT'S DATA/SUBMITTAL SHEET. REF: $M15206AREF: $M15207BREF: $M15409D REF: $M15614 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #6057 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD: #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT, UNIT 15 DORAL, FL 33172 t. 305.418.9177 f 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE FIRM CERTIFICATION C.A. #26243 IGOR F. GONZALEZ P.E. #56098 1 2 /4 /2 0 1 8 6 :1 4 :0 2 P M D :\U s e r s \K a r i n \D o c u m e n t s \C 0 2 0 3 2 1 1 8 -M E C H _R 1 8 _k a r i n c @ e s i c o n s u l t .c o m .r v t M40-02 MECHANICAL DETAILS Checker Author 810495.000 Approver SIB -GATEWAY PARK PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd, Suite 1300, Coral Gables, FL 3313 t 305.569.1333 f 305.569.1334 www.perkinswill.com MARK ISSUE DATE PERMIT SET 12.06.2018 DRAIN SCHEDULE PUMP SCHEDULE PUMP IDENTIFICATION & DESIGNATION MANUFACTURER MODEL NUMBER MODEL ELECTRICAL REQUIREMENTS REMARKS POWER VOLTAGE [V]PHASE [Φ] RP-1 BELL & GOSSETT 1/64 HP 115 1 LEAD FREE NSF-61, 304 STAINLESS STEEL, FLANGED, 125 PSI, UL LISTED. ECOCIRC 19-16 PLUMBING FIXTURE ROUGHING SCHEDULE WATER HAMMER ARRESTOR SCHEDULE KITCHEN EQUIPMENT CONNECTION SCHEDULE PLUMBING LEGEND, SYMBOLS AND ABBREVIATIONS PLUMBING FIXTURE SCHEDULE PLUMBING GENERAL NOTESPLUMBING AS-BUILTS NOTE FIXTURE UNITS SCHEDULE FIXTURE CONSUMPTION AND FLOW RATES PLUMBING FIXTURE DESIGNATION PIPE DROPDROP EQUIPMENT DESIGNATION TEMPERATURE AND PRESSURE RELIEF VALVET & P CONCRETE THRUST BLOCK THERMOMETERT TB ROOF DRAIN GARAGE DRAIN TRENCH DRAINTD RD GD WALL HYDRANTWH FLOOR DRAINFD TRAP PRIMER HOSE BIBBHB TP WATER HAMMER ARRESTOR (SHOCK ABSORBER) UNION CAPPED PIPE WATERTIGHT SLEEVE SA WALL CLEANOUT FLUSH FLOOR CLEANOUT GRADE CLEANOUTGCO WCO FCO OPEN END DRAIN W/TRAP BACKWATER VALVE CLEANOUT PLUG WASTE AND TRAPW&T OED CO BWV BALANCING VALVE SHUT-OFF VALVE CHECK VALVE VALVE IN VERTICAL CV VIV BV DN UP PIPE DOWN PIPE UP FLOOR DRAIN WITH TRAPFD GENERAL NOTE DESIGNATION WC-1 WTS IW INDIRECT WASTE S or W S or W RWL RWL V V RAIN WATER LEADER RAIN WATER LEADER BELOW FLOOR VENT BELOW FLOOR VENT SOIL OR WASTE SOIL OR WASTE BELOW FLOOR HWR HW HOT WATER RETURN HOT WATER OD OVERFLOW DRAIN PLUMBING FIXTURE DESIGNATION PIPE DROPDROP EQUIPMENT DESIGNATION TEMPERATURE AND PRESSURE RELIEF VALVET & P CONCRETE THRUST BLOCK THERMOMETERT TB ROOF DRAIN GARAGE DRAIN TRENCH DRAINTD RD GD WALL HYDRANTWH FLOOR DRAINFD TRAP PRIMER HOSE BIBBHB TP WATER HAMMER ARRESTOR (SHOCK ABSORBER) UNION CAPPED PIPE WATERTIGHT SLEEVE SA WALL CLEANOUT FLUSH FLOOR CLEANOUT GRADE CLEANOUTGCO WCO FCO OPEN END DRAIN W/TRAP BACKWATER VALVE CLEANOUT PLUG WASTE AND TRAPW&T OED CO BWV BALANCING VALVE SHUT-OFF VALVE CHECK VALVE VALVE IN VERTICAL CV VIV BV DN UP PIPE DOWN PIPE UP FLOOR DRAIN WITH TRAPFD GENERAL NOTE DESIGNATION WC-1 WTS IW INDIRECT WASTE S or W S or W RWL RWL V V RAIN WATER LEADER RAIN WATER LEADER BELOW FLOOR VENT BELOW FLOOR VENT SOIL OR WASTE SOIL OR WASTE BELOW FLOOR HWR HW HOT WATER RETURN HOT WATER OD OVERFLOW DRAIN CW COLD WATER CW COLD WATER CD CONDENSATE 1. THE WORK THAT IS TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT, PERMITS, FEES, INSPECTIONS, TESTS AND INSURANCE, REQUIRED FOR THE COMPLETION OF THE SYSTEMS AS SHOWN ON THE DRAWINGS AND/OR LISTED BELOW. CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE BIDDING AND FAMILIARIZE HIMSELF WITH EXISTING EQUIPMENT, SYSTEMS AND BUILDING STRUCTURE. 2. ALL EXISTING LOCATIONS ARE TAKEN FROM EXISTING DRAWINGS AND KNOWN FIELD CONDITIONS. IT SHALL BE WITHIN THE SCOPE OF WORK TO VERIFY FIELD DIMENSIONS OF EXISTING EQUIPMENT OR SYSTEMS PRIOR TO DEMOLITION OR FABRICATION OF NEW WORK WHICH IS TO BE CONNECTED TO THE EXISTING. CONTRACTOR SHALL MAKE OFFSETS AS REQUIRED IN NEW AND/OR EXISTING PIPING AND CONDUIT TO ACCOMMODATE THE NEW WORK. 3. ALL WORK SHALL BE COORDINATED WITH EXISTING TRADES AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. ALL DOWN TIME TO BE COORDINATED WITH OWNER IN WRITING 72 HOURS PRIOR, AND SHALL BE BID AS PREMIUM TIME. ALL DOWN TIME WORK SHALL BE PERFORMED AT NIGHT OR AS DIRECTED BY THE OWNER. 4. ALL HOLES CREATED IN CEILING, PARTITIONS, ETC. AS A RESULT OF DEMOLITION SHALL BE PATCHED BACK TO MAINTAIN THE EXISTING FIRE AND SMOKE INTEGRITY. 5. ALL EXISTING NON-REUSED MATERIALS AND EQUIPMENT TO BE TURNED OVER TO THE OWNER. 6. THE CONTRACTOR SHALL GIVE THE OWNER A WRITTEN GUARANTEE THAT HE WILL MAKE GOOD AT HIS OWN EXPENSE, ALL DEFECTS IN QUALITY OR WORKMANSHIP OF THE MATERIAL AND INSTALLATIONS OF THIS WORK, FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE ENGINEER. 7. CONTRACTOR SHALL CONNECT WATER AND WASTE TO EQUIPMENT FURNISHED BY OTHERS AS INDICATED ON DRAWINGS. ALL FIXTURES TO BE PROTECTED AGAINST WATER HAMMER BY SHOCK ARRESTERS. 8. ALL HOT AND COLD WATER PIPING SHALL BE COPPER TYPE-L, SFBC 46041(C) COMPATIBLE UNLEADED SOLDER AND DIELECTRIC FITTINGS AS REQUIRED. SANITARY WASTE AND VENT PIPING SHALL BE CAST IRON w/NO-HUB JOINTS. ALL HOT WATER, CONDENSATE AND HORIZONTAL RWL PIPING SHALL HAVE 1" THICK FIBERGLASS INSULATION WITH VAPOR BARRIER JACKET, FLAME SPREAD OF 25 OR LESS, SMOKE DEVELOPED RATING OF LESS THAN 50, OWENS CORNING OR APPROVED EQUAL. 9. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA PLUMBING CODE (2017 EDITION) AND - LOCAL ORDINANCE AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. 10. THE PLUMBING CONTRACTOR WILL KEEP A SET OF MARKED UP DRAWING AS THE JOB PROGRESSES. NO MAJOR CHANGE WILL BE MADE TO PLUMBING DESIGN ENGINEERING UNLESS IT HAS BEEN COORDINATED, DRAWN AND SUBMITTED FOR APPROVAL TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS/SUBMITTALS FOR APPROVAL. PLUMBING CONTRACTOR IS REQUIRED TO SUBMIT PLUMBING AS BUILT PLANS UPON COMPLETION OF THE PROJECT. COMPLETION IS DEFINED AS THE OWNER RECEIVING A "CO" AND PLUMBING INSPECTOR HAS FINALIZED AND APPROVED THE INSTALLATION. AS BUILTS SHALL BE SUBMITTED IN ELECTRONIC FASHION IN EITHER AUTOCAD FORMAT OR SCANNED FILES IN PDF FORMAT. AS BUILTS SHALL BE LEGIBLE AND NEAT. AS BUILTS WILL BE RETAINED BY ARCHITECT AND ENGINEER FOR RECORDS OF CHANGES TO THE SYSTEM RECORD DRAWINGS. AS BUILTS WILL BE SUBMITTED TO OWNER THROUGH ARCHITECT AND ENGINEER. 11 ZN-415S-P REMARKSTYPEMODELMANUFACTURERTAG FD-A ZURN - FLOOR DRAIN 3" WITH TYPE 'S' STRAINER LIGHT DUTY FLOOR DRAIN FLOOR DRAIN,1/2" TRAP PRIMER CONNECTION, CAST IRON. POLISHED NICKEL BRONZE TOP.PROVIDE WITH TRAP PRIMER. ENAMEL LINER, LESS GRATE. CONTRACTOR SHALL COORDINATE EXACT DRAIN LOCATION BASED ON EQUIPMENT PLACEMENT. PROVIDE WITH TRAP PRIMER. Z1902-P-1 12"X12"X10" DEEP CAST IRON ACID RESISTANT INTERIOR FLOOR SINKZURN - FLOOR SINKFS-1 REFER TO PLANS FOR LOCATIONSZ1402 4"X4" SQUARE TOP TUF-TOP NON ADJUSTABLE FLOOR CLEANOUTZURN - FLOOR CLEANOUTFCO LOCATION FINISHED AREAS STERILIZER ROOM REFER TO FLOOR PLANS #8912 1 1/2" P-TRAPH-2165 TYPE CW HW BATHROOM GROUP (LAV, WC, BT/SH) 2.7 1.5 ELECTRIC WATER COOLER 0.25 - LAVATORY (PUBLIC)1.5 1.5 WATER CLOSET (FLUSHOMETER VALVE) 10 - NOTE: FIXTURE UNIT SCHEDULE IS SHOWN FOR CONVENIENCE ONLY. TYPE MAXIMUM FLOW RATE URINAL 0.5GPF SINK FAUCET 1.5GPM@60PSI LAVATORY (PUBLIC)1.5GPM@60PSI WATER CLOSET (FLUSHOMETER VALVE) 1.28GPF FIXTURE UNITS 1-11 12-32 33-60 31-113 114-154 155-330 PDI UNITS A B C D E F PIPE SIZE 1/2"3/4"1"11/4" 1 1/2"2" NOTE: SIZING BASED ON 50 FT LENGTH AND WATER PRESSURE UP TO 65 PSIG. WHEN WATER PRESSURE IN LINE EXCEEDS 65 PSI, SELECT NEXT LARGER SIZE PDI-PLUMBING & DRAINAGE INSTITUTE **Note: Contractor shell coordinate all requirements with electrical contractor. FIXTURE SYMBOL TRAPSUPPLY REMARKS SIZETYPEMANUFACTURER MANUFACTURER TYPEMODEL FAUCET C.WWASTE H.W. FITTING FLOOR/WALL MOUNTED CARRIER VENT L-1 11/2"1/2" WC-1 --4" 2" UR-1 --2" 2" EWC-1 NA NA --ELKAY EZH20 BOTTLE 12"DRINKING FOUNTAIN NA NA Z-1225 INSTALL PER MANUFACTURERS INSTRUCTIONS -- HB-1 E27 - FULL FLOW ----NANANANANANANAWASHDOWN & SILL --3/4" L-2 11/4" 1/2"1/2" 112" CHICAGO FAUCETS #387-E27CP WC-2 --4"2"11/4" FILLING STATION #VRCGRNTL8WSK ZURN VACUUM BREAKER WITH HOSE THREAD OUTLET SK-1 ELKAY STAINLESS STEEL 20X22LRAD202255 McGuire LK99 STRAINER H170LK 8912 1 1/2" P TRAP CHICAGO 0.5 GPM FLOW 201 AGN8AE35317 AB NA NA UR URINAL 2" 2" 3/4" - DF DRINKING FOUNTAIN 1-1/2" 1-1/2" 1/2" - SK SINK 2" 2" 1/2" 1/2" WC WATER CLOSET 4"2"1" - TAG FIXTURE TYPE S/W V HWCW LAV LAVATORY 2" 2" 1/2" 1/2" K-30 HAND SINK 2" - 1/2" 1/2" 3/4" - - - - N ATURAL GAS BTUG180° F HW140° F HW HOT WATER TAG EQUIPMENT W V IW CW 110° F HW REMARKS K-1 MOP SINK 3"2"2" 1/2" 1/2" - - - - - K-34 FIRE SUPRESSION SYSTEM --- 3/4" - - - - - - K-36 COMBI OVEN --- - - - - 3/4" 170,000 - K-38 WATER FILTRATION SYSTEM --- 3/4" - - - - - - K-41 6 BURNER RANGE --- - - 3/4" 245,000 - K-42 SALAMANDER BROILER --- - - - - 3/4" 40,000 - K-43 WATER FILL FAUCET --- 1/2" - - - - - - K-44 24" GRIDDLE --- - - - - 3/4" 60,000 - K-45 24" BROILER --- - - - 3/4" 80,000 - K-55 FLOOR TROUGH 4" - 3/4" - - - - - - K-8 UNDERCOUNTER ICE MAKER --- 1/2" - - - - - - K-12 ESPRESSO MAKER WATER FILTER --- 1/2" - - - - - - K-51 UNDERCONTER DISH MACHINE --1" - 3/4" - - - - - K-58 WATER FILTRATION SYSTEM --- 3/4" - - - - - - K-15 DROP-IN HAND SINK 2"2"- 1/2" 1/2" - - - - - K-10 WORK COUNTER WITH SINK 2"2"- 1/2" 1/2" - - - - - K-23 COOK'S COUNTER WITH SINK 2"2"- 1/2" 1/2" - - - - - K-50 UTENSIL SINK 2"-(3) 2" (2) 1/2" (2) 1/2" - - - - - K-57 ICE BIN --1" - - - - - - - WB-1 2"NANANANANANA7-5/8"x5-5/8"WASHER BOX 2"1/2"GUY GRAY #T200TPPVC CENTER DRAIN POWDER 1/2"COATED STEEL WASHER DRAIN AND SUPPLY BOX NANANANANANA NANANANANANA NANANANANANA NANANANANANA NANANANANANA NANANANA NANANANA NANANANA NANANANA NANANANA 3/4" 1/2"11/2" 11/2" 1 1/2" 1/2"1/2"11/2" 1 1/2" REFER TO PLUMBING FIXTURE SCHEDULE ON DRAWING A43-01 FOR MANUFACTURER MAKE AND MODEL NUMBERS REFER TO PLUMBING FIXTURE SCHEDULE ON DRAWING A43-01 FOR MANUFACTURER MAKE AND MODEL NUMBERS REFER TO PLUMBING FIXTURE SCHEDULE ON DRAWING A43-01 FOR MANUFACTURER MAKE AND MODEL NUMBERS REFER TO PLUMBING FIXTURE SCHEDULE ON DRAWING A43-01 FOR MANUFACTURER MAKE AND MODEL NUMBERS REFER TO PLUMBING FIXTURE SCHEDULE ON DRAWING A43-01 FOR MANUFACTURER MAKE AND MODEL NUMBERS E-1 IW OD E-1 IW OD CW CD 11. CODES AND STANDARDS A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES REGULATIONS, LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE GOVERNING AGENCY AND AS THEY MAY APPLY. 1. FLORIDA BUILDING CODE 2017, BUILDING 2. FLORIDA BUILDING CODE 2017, PLUMBING 3. AIA GUIDELINES 2014 4. NFPA-99 2015 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :2 4 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t P00-00 LEGENDS, NOTES & SHEET INDEX Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com PLUMBING SHEET INDEX Sheet Number Sheet Name P00-00 LEGENDS, NOTES & SHEET INDEX P00-02 PLUMBING DETAILS P10-01 LEVEL 01 - DRAINAGE P10-02 LEVEL 01 - SUPPLY P30-01 SANITARY RISER DIAGRAM P30-02 DOMESTIC WATER RISER DIAGRAM NO. ISSUE DATE PERMIT SET 12.06.2018 IN-LINE CIRCULATING PUMP ASSEMBLY HOT WATER CIRCULATING BALANCING VALVE ASSEMBLY BELOW SLAB PIPE HANGER DETAIL NTS FROM SYSTEM TO RECIRC. PUMP UNION BALL VALVE TIGHT SHUT-OFF BALANCING VALVE CHECK VALVE NOTES: 1. INSURE PROPER ACCESS IS PROVIDED TO VALVE AND THAT VALVE CAN BE METERED. DO NOT ORIENT TAPS DOWNWARD. 2. PROVIDE ACCESS PANEL IN HARD CEILING LOCATIONS. 3. PROVIDE TEE HANDLE WHERE LIMITED ACCESS. NTSNTS NOTES: 2. WHERE RE-CIRC. PIPING ON PUMP DISCHARGE IS LESS THAN 1-1/2", CONTRACTOR SHALL INSTALL SEPARATE CHECK VALVE, SHUT-OFF VALVE, AND BALANCE VALVE IN LIEU OF MULTI-PURPOSE VALVE. 3 1/2" DIAL 0-60" PSI DISCHARGE GAUGE (TYP) SHUT-OFF VALVE (TYP) STRAINER 1/4" SHUTOFF COCK IN-LINE PUMP REDUCING TEE (TYP) PIPING TO CW LINE TO WATER HEATER INLET. PROVIDE CHECK VALVE UPSTREAM OF CONNECTION UNION TYPE CONNECTION (TYP) MULTI-PURPOSE VALVE (INSTALL IN HORIZONTAL POSITION ONLY, SEE NOTE) 1. CONTRACTOR SHALL INSTALL AQUASTAT IN RETURN LINE FOR PUMP CONTROL NTS PIPE INSULATION SHIELD SCHEDULE WATER HEATER SCHEDULE ELECTRIC WATER HEATER PIPING DIAGRAM2 ICE MACHINE - FLOOR MOUNTED NTS3 PIPE INSULATION SHIELD / HANGER DETAIL NTS 6 TRAPEZE PIPE HANGER NTS 1 PIPE CLAMP. PROVIDE UNINSULATED COPPER LINES METAL CHANNEL STRUT AND LARGER. INSULATION SHIELD ON 3" INSULATED PIPE LINE WITH HANGER ROD OR NYLON INSULATOR PIPE CLAMPS WITH ELASTOMER 45 7 VB EXPANSION TANK 110° HWR CW B.V. ELECTRIC WATER HEATER FIN. FLOOR AQUASTAT CW 120° HW CIRCUIT SETTER 110° HWR CW SUPPLY RECIRC. PUMP 120° HW ONE HEATER / ONE TEMP HCT36119 100°F RISE 27 KW 111208119 GALS. . MODEL LOCHINVAR I.D. EWH-1 MANUFACTURER VOLT GPH @ NTS FLOOR DRAIN w/TRAP PRIMER 4" HOUSEKEEPING PADFLOOR FLOOR DRAINABOVE FD MIN. 6" DRAIN LINE 1/4" COPPER FINISHED ICE MACHINE TUBING BREAKER PROVIDE VACUUM UNION (TYP.) PRESSURE GAUGE (TYP.) CHECK VALVE BALL VALVE 1/2" CW IN LINE FILTER PROVIDE CLEAN SPACE FOR FILTER REPLACEMENT PROVIDE MESH SCREEN 100 MESH/SQ.IN ON DRAIN OUTLET LENGTH "L" PIPE DIAMETER SHIELD GAUGE 12"1/2" 18 12"3/4" 18 12"1" 18 12"1 1/4" 18 12"1 1/2" 18 12"2" 18 12"2 1/2" 18 12"3" 18 12"4" 12 18"6" 16 24"8" 14 24"10" 14 24"12" 14 PIPING INSULATION HANGER ROD HANGER INSULATION SHIELD (STEEL), CENTERED ON HANGER "L" (INSULATION SHIELD) AMTROL ST-12-C THREADED ROD LENGTH VARIES ACCORDING TO PIPE ELEVATION CONCRETE DRIVE FLOOR SLAB NOTE: SETTLEMENT. ALL HANGER PARTS, RODS, AND NUTS SHALL BE GALVANIZED AND COATED WITH ASPHALTUM. THIS DETAIL APPLIES TO ALL BELOW SLAB PIPING. SPACING OF HANGERS SHALL BE ONE EVERY 5'-0" PLUS ADDITIONAL HANGERS AT FITTINGS AS REQUIRED TO PREVENT FUTURE "A" BAND TYPE HANGER W/ DOUBLE NUTS, RODS SHALL EXTEND DOWN TO PIPE TO KEEP ASSEMBLY BACKFILLING. BELOW SLAB PIPING, IN PLACE PRIOR TO BURIED IN FILL. BEND ROD OVER AFTER BACKFILLING UP TO SLAB ELEVATION & INSTALLING REINFORCING. ROD SHALL HAVE A MINIMUM OF 2" OF CONCRETE BELOW IT. BE 12". MINIMUM LENGTH OF ROD IN HORIZONTAL SHALL 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :2 5 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t P00-02 PLUMBING DETAILS Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. ISSUE DATE PERMIT SET 12.06.2018 UR E F U R E F DN S F G H I J K L M 1 1.2 2 2.2 3 4 RECEPTION 100 CONFERENCE ROOM 104 CORRIDOR 121 ? ? BANQUET HALL STORAGE 116 CLASSROOM 111 CATERING KITCHEN 112 CLASSROOM 109 FITNESS CENTER 108 BREAKROOM 103 BANQUET HALL/ MULTIPURPOSE 117 LOUNGE 101 ? ? STORAGE 122 ELEC. 118 AV. 119 ? ? MEETING ROOM 105 TELEPHONE ROOM 106 WORKSTATIONS 107 LOUNGE 128 GAME LOUNGE 102F SHELVING 102E PANTRY 102B BANQUETTE 102D LOUNGE 102C LOUNGE 102A JANITOR 114 TRASH 113 STOR. 120 WOMENS 126 MENS 127 ELECTRICAL 123 ? ? WC-2 L-1 WC-1 WC-1 L-2 L-2 WC-1WC-1 WC-1 WC-1 L-1 WC-2 L-1 EXIST 4" AD EXIST 4" AD EXIST 6" RWL UP (8,200 SQ FT) EXIST 6" RWL UP (3,500 SQ FT) EXIST 6" RWL UP (3,700 SQ FT) EXIST 6" RWL EXIST 6" RWL EX I S T 6 " R W L EXIST 6" RWL EXIST 4" RWL EX I S T 4 " R W L EX I S T 4 " R W L EXIST 4" RWLEXIST 4" RWL EX I S T 4 " R W L EXIST 6" RWL UP (3,500 SQ FT) EXIST 6" RWLEXIST 6" RWL6" R WL EXIST 4" RWLEXIST 4" RWL EX I S T 4 " R W L EXIST 4" AD EXIST 4" AD EXIST 4" AD EXIST 4" AD EXIST 4" AD EXIST 4" RWL EXIST 4" RWL EXIST 4" RWL EXIST 4" RWL EX I S T 4 " S EX I S T 4 " S SK-1 SK-1 4" S CONNECT NEW 4" SAN TO EXIST 4" SAN CONNECT NEW 2" SAN TO EXIST 4" SAN 2" S2" S 2" S EX I S T 4 " G W EX I S T 4 " G W EXIST 4" SAN CAPPED FOR FUTURE TOILETS WC-2WC-1 3"FD-A K-30 K-1 K-36 K-38 K-41 K-43 K-45 K-44 K-51K-57 K-58 UR-1 UR-1 EX I S T 4 " S EX I S T 4 " S EX I S T 4 " S 3"FD-A 4"FS-1 3"FD-A 3"FD-A 3"FD-A 3"FD-A 4"FS-1 4"FS-1 4" S 4" S 4" S 4" S CONNECT NEW 4" SAN TO EXIST 4" SAN 3" S 3" S FCO 4" S 4" G W 4" GW 4" G W 3" GW 4" G W 4"FS-1 4" GW 3" G W 3" G W 4" GW 3" GW 4" GW 3" G W 4" G W 4" G W CONNECT NEW 4" SAN GREASE WASTE TO EXIST 4" SAN GREASE WASTE 4" GW 4" G W 4" G W FCO 4" V 4" V 4" V 4" V 2" V 2" V2" V 2" V 2" V EWC-1 3"FD-A 3" S 3"FD-A3" S EXIST 4" S EXIST 4" S EXIST 3" S EX I S T 4 " S EX I S T 4 " S EX I S T 4 " S EXIST 4" S EX I S T 4 " S EXIST 6" RWL EX I S T 4 " G W2" R WL 2" V EX I S T 2 " V EXIST 4" V 2" S 4" V 2" V EX I S T 4 " V EX I S T 4 " V 2" V K-30 EXIST 4" V UP 4" VTR CONNECT NEW 4" V TO EXIST 4" V2" V 2" V 4" V CONNECT NEW 4" V TO EXIST 4" V 2" S 2" V WB-1 CONNECT NEW 2" V TO EXIST 2" V CONNECT NEW 2" SAN TO EXIST 3" SAN 2" RWL CONNECT TO PLANTER DRAIN. REFER TO ARCH DETAILS CONNECT (2) NEW 2" V TO EXIST 4" V CONNECT NEW 2" V TO EXIST 4" V EX I S T 4 " V 2" V 2" S CONNECT NEW 2" VENT TO EXIST 2" VENT K-60 K-42 K-34 K-33 K-23 K-15 K-10 SK-1CONNECT NEW 3" SAN TO EXIST 4" SAN REMOVE EXISTING FLOOR DRAIN AND CAP ASSOCIATED PIPE BELOW SLAB 3" S 3"FD-A K-12 K-8 3"FD-A 3" S KIOSK 130 KIOSK OFFICE 131 LAUNDRY 135 2" C D 2" C D 3" CD NEW 2" CONDENSATE DRAINAGE PIPE ABOVE CEILING SHALL DROP INTO EXISTING CONDENSATE WASTE STANDPIPE HUB DRAIN. NEW 2" CONDENSATE DRAINAGE PIPE ABOVE CEILING TO RECEIVE HVAC UNIT PUMPED CONDENSATE. REFER TO MECHANICAL DRAWINGS FOR CONTINUATION.3" C D 3"FD-A 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :3 1 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t P10-01 LEVEL 01 -DRAINAGE Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 T. O GROUND LEVEL - Drainage NO. ISSUE DATE PERMIT SET 12.06.2018 DN F G H I J K L M 1 1.2 2 2.2 3 4 RECEPTION 100 CONFERENCE ROOM 104 CORRIDOR 121 ? ? BANQUET HALL STORAGE 116 CLASSROOM 111 CATERING KITCHEN 112 CLASSROOM 109 FITNESS CENTER 108 BREAKROOM 103 BANQUET HALL/ MULTIPURPOSE 117 LOUNGE 101 ? ? ELEC. 118 AV. 119 ? ? MEETING ROOM 105 TELEPHONE ROOM 106 WORKSTATIONS 107 LOUNGE 128 GAME LOUNGE 102FSHELVING 102E PANTRY 102B BANQUETTE 102D LOUNGE 102C LOUNGE 102A JANITOR 114 TRASH 113 STOR. 120 WOMENS 126 MENS 127 ELECTRICAL 123 EXIST 3" CW EXIST 3" CW EX I S T 2 " G EXIST 2" CWEXIST 2" CW EX I S T 3 " C W EXIST 1" CW EX I S T 1 " C W EXIST 1" G 2" CW 1 1 / 4 " C W 3/ 4 " C W EX I S T 3 " C W SK-1 SK-1 WC-2 L-1 WC-1 WC-1 L-2 UR-1UR-1 L-2 WC-1 WC-1 WC-1 WC-1 L-1 WC-2 WC-1 WC-2 L-1 K-1 K-36 K-38 K-41 K-43 K-45 K-44 K-60 K-57 K-58 ELECTRIC WATER HEATER (EWH-1) EXIST 2" G K-30 SK-1 WB-1 CONNECT NEW 2" CW TO EXIST 2" CW 1/ 2 " H W 1/ 2 " H W R K-42 K-30 K-10 K-15 K-51 2" G 2" G 2" G 3/ 4 " H W 1/ 2 " H W R 1/2" CW 2" CW 1 1/4" HW1/2" HWR 2" CW 3/4" HW3/4" HW 2" CW 3/4" HW 3/4" CW 1 1 / 4 " C W 3/ 4 " H W EX I S T 1 " C W EXIST 1" CW EXIST 1" CW 1/ 2 " C W 1/ 2 " H W 1/ 2 " H W R 1 / 2 " C W 1 / 2 " H W 1 / 2 " H W R EX I S T 1 " G EXIST 1" G 1/2" HW 1/2" CW 1/2" HWR 1 1/4" HW 2" CW 1/ 2 " H W R 1 1 / 4 " H W 1 1 / 4 " C W STORAGE 122 CONNECT NEW 2" GAS TO EXIST 2" GAS K-23 K-33 K-34 1 1/2" G2" G 3/4" CW1/2" HW 1/2" H&CW BELOW SLAB TO FEED K-23 SINK FAUCET EWC-1 HB-1 K-12 BALANCING VALVE ASSEMBLY SET @ 0.5 GPM BALANCING VALVE ASSEMBLY SET @ 0.5 GPM BALANCING VALVE ASSEMBLY SET @ 0.5 GPM HOT WATER RECITCULATING PUMP ASSEMBLY (RP-1) 3/4" HWR 1 1/4" HW 1 1/4" CW K-8 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :3 4 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t P10-02 LEVEL 01 -SUPPLY Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 T. O GROUND LEVEL - Supply NO. ISSUE DATE PERMIT SET 12.06.2018 SK-1 co SK-1 co co EWC-1 SK-1 coL-1 WC-2 co WB-1 SK-1 co EXISTING 4"VTR FCO FCO FCO 3"FD-A 1_ 2"CW RESEAL 3" 2" EXISTING 2" 2" 4" 4" 4" 2" 2" 4" 4" 4" 4" 4" 4" 4" 4" 2" 3" 1_ 2"CW RESEAL 3" 3" 2" 2" 2" 4" 4" 4" 2" WC-2wco L-1 (2)WC-1 (2)UR-1 L-2 4" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 4" 4" 4" wco L-1 WC-2 1_ 2"CW RESEAL3" (5)WC-1 L-2 4" 4" 4" 4" 4"4" 4" 3"FD-A 3"FD-A 3"FD-A 3"FD-A 3" 2" 2" 2" 2" 1_ 2"CW RESEAL 3" 4" 3"FD-A 4"FS-1 1_ 2"CW RESEAL 4" 3" 4" 4" 4" 4" 4"FS-1 3"FD-A 3" 2" co 2" 2" 2" 3" 3"FD-A 4"FS-1 4"FS-1 4"FS-1 3"FD-A 1_ 2"CW RESEAL 1_ 2"CW RESEAL 2" 2" 4"4" 4" 3" 4" EXISTING 4" GREASE WASTE TO (2) EXISTING SHIER GB-250 GREASE INTERCEPTORS 2" EXISTING 4" EXISTING 4" EXISTING 4" SANITARY RISER DIAGRAM 1_ 2"CW RESEAL 1_ 2"CW RESEAL 3"FD-A 2" 2" S A N SAN S A N S A N S A N S A N SAN SAN SAN S A N GW G W G W 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :3 5 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t P30-01 SANITARY RISER DIAGRAM Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. ISSUE DATE PERMIT SET 12.06.2018 K-8 K-1 K-57 K-30 K-43 K-36 K-30 K-34 K-23 K-15 K-10 SK-1 WB-1 1_ 2"1_ 2" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 11_ 4" 11_ 4" 3_ 4" 11_ 4" 11_ 4"1_ 2" EWC-1 SK-1 SK-1 (2)WC-1 L-2 (2)UR-1 WC-2 L-1 11_ 4" 1_ 2" 3_ 4" 2" 1_ 2" 1_ 2" 11_ 2" (5)WC-1 L-2 L-1 WC-2 1_ 2" 1_ 2" 2" 11_ 4" 11_ 2" S.A. S.A. 1_ 2" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 3_ 4"EXISTING 3"CW EXISTING 3"CW EXISTING 3"CW 2" 11_ 4"1_ 2" 2" HB-1 3_ 4" 2" 1_ 2" 3_ 4" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 1_ 2" 3_ 4" 1_ 2" S.A. 1_ 2"HW & CW BELOW SLAB TO FEED SINK K-23 3_ 4" 1_ 2" 11_ 4" 1_ 2" 1_ 2" S.A. 1_ 2" WC-2 L-1 11_ 4" 3_ 4" 1_ 2" 1_ 2" 3_ 4" 1_ 2" 2" 1_ 2" 11_ 4" 1_ 2" 2" EWH-1 DOMESTIC WATER RISER DIAGRAM 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :3 5 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t P30-02 DOMESTIC WATER RISER DIAGRAM Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. ISSUE DATE PERMIT SET 12.06.2018 G G G G G K-36 K-41 K-42 K-44 K-45 1-1/2" 2" 2" 1" 2" 170,000 BTUH 245,000 BTUH 40,000 BTUH 60,000 BTUH 80,000 BTUH 2" 1-1/2" 595,000 BTUH 90' DEVELOPED LENGTH TO NEW CONNECTION. 3/4" 1"1" EXISTING GAS SUPPLY MAIN 100' DEVELOPED LENGTH TO EXISTING GAS METER OUTLET NOTES: 1. REFER TO KITCHEN EQUIPMENT CONNECTION SCHEDULE ON DRAWING P00-00 FOR EQUIPMENT DESCRIPTION, CONNECTION SIZES AND LOAD INFORMATION. 2. PIPE SIZING IS BASED ON A GAS PRESSURE OF 0.5 PSI AND SIZING TABLE SHOWN. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :3 5 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t P30-03 NATURAL GAS RISER DIAGRAM Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 3/16" = 1'-0"1 NATURAL GAS RISER DIAGRAM NO. ISSUE DATE PERMIT SET 12.06.2018 S S S S S S S S K S S S S S S S S 2 a 2 3 3D K P MC J 1 T2 J OHD J PLUM J EWC J ATC J MP TS ERC EH TV M P TL ERH M 2 T J DRY J BLINDS J FF J PROJ J TS D1 J SIGN NOTES: LIGHTING FIXTURES SWITCHES RACEWAYS AND WIRING ONE LINE POWER DIAGRAM POWER DISTRIBUTION EQUIPMENT ABBREVIATIONS MISCELLANEOUS SYMBOL LIST L43-1,3 16 F1 2 a F1 2 B OCCUPANCY SENSOR NOTES: MOUNTING HEIGHTS SHALL BE AS INDICATED UNLESS SHOWN OTHERWISE ON ELECTRICAL DRAWINGS OR ARCHITECTURAL ELEVATIONS NOT ALL SYMBOLS SHOWN ARE USED BUT ARE INDICATED FOR REFERENCE ONLY. RECEPTACLES (MOUNTED 18" AFF TYP.)FLOOR BOXES BRANCH CIRCUIT WIRING NOTES: 8-GANG RECESSED FLOOR BOX WITH DOUBLE DUPLEX RECEPTACLE, SUITABLE FOR AV, POWER AND COMMUNICATION SERVICES. FLOOR BOX SHALL BE SUITABLE FOR SLAB-ON-GRADE INSTALLATION. PROVIDE WIREMOLD EVOLUTION SERIES CATALOG #EFB8SXX AND ALL REQUIRED DEVICE TRIMS AND COVER. COORDINATE TRIM COLORS AND FINISHES WITH ARCHITECT. PROVIDE ALL CONDUIT STUB-OUTS AS REQUIRED FOR TEL / DATA AND AV WIRING; COORDINATE WITH LOW VOLTAGE AND AV DRAWINGS. F1 FF FURNITURE FEED FLOOR BOX. PROVIDES LARGE CAPACITY FEEDS UP TO (2) INCHES, TRADE SIZE KNOCKOUTS FOR AV, POWER, AND COMMUNICATION SERVICES. FLOOR BOX SHALL BE SUITABLE FOR SLAB-ON-GRADE INSTALLATION. PROVIDE WIREMOLD EVOLUTION SERIES CATALOG # EFBFF-OG, FPFFTCXX AND ALL REQUIRED DEVICE TRIMS. COORDINATE TRIM COLORS AND FINISHES WITH ARCHITECT. PROVIDE ALL CONDUIT STUB-OUTS AS REQUIRED FOR TEL / DATA AND AV WIRING; COORDINATE WITH LOW VOLTAGE AND AV DRAWINGS. HOMERUN TO PANELBOARD. "L43" INDICATES PANEL, "1,3" INDICATES CIRCUIT NUMBERS, (20A, 1P, UNLESS INDICATED OTHERWISE) NUMBER OF SLASH MARKS INDICATE NUMBER OF CONDUCTORS. 1. GREEN GROUND CONDUCTOR SHALL BE INCLUDED IN EACH RACEWAY. SIZE SHALL BE A MINIMUM OF #12AWG. 2. HOMERUNS TO PANELBOARDS SHALL HAVE A MAXIMUM OF THREE (3) PHASE CONDUCTORS (ONE PER PHASE) PLUS NEUTRAL AND GROUND CONDUCTORS IN EACH CONDUIT. FEEDER TAG - REFER TO LEGEND OF FEEDER SIZES LIGHTING FIXTURE CEILING OR RECESSED MOUNTED. "F1" INDICATES FIXTURE TYPE, "2" INDICATES CIRCUIT NUMBER, "a" INDICATERS SWITCH CONTROL, "E" INDICATES FIXTURE CONTAINS BATTERY BACK-UP FOR LIFE SAFETY BARE LAMP STRIP OR INDUSTRIAL STRIP FLUORESCENT UNDERCOUNTER TASK LIGHT RECESSED OR SURFACE MOUNTED LIGHTING FIXTURE WALL MOUNTED LIGHTING FIXTURE WALL WASH OR DIRECTIONAL LIGHTING FIXTURE CEILING MOUNTED ILLUMINATED EXIT SIGN, ARROWS AS INDICATED ON DRAWINGS WALL MOUNTED ILLUMINATED EXIT SIGN SURGICAL EXAM LIGHT EMERGENCY BATTERY UNIT REMOTE EMERGENCY LIGHT HEADS ARROW INDICATES TYPICAL LIGHTING FIXTURES IN CONTINUOUS ROW. FURNISH AND INSTALL ALL CORNERS, ENDCAPS, EXTENSIONS AND FITTINGS AS RQUIRED FOR A COMPLETE INSTALLATION POLE MOUNTED SITE LIGHTING FIXTURE BOLLARD TYPE SITE LIGHTING FIXTURE SINGLE POLE TOGGLE SWITCH. "a" INDICATES FIXTURE CONTROL DOUBLE POLE, DOUBLE THROW CENTER OFF TOGGLE SWITCH. HUBBELL SERIES 1382 THREE WAY TOGGLE SWITCH THREE WAY DIIMMER SWITCH KEY OPERATED SWITCH SINGLE POLE TOGGLE SWITCH WITH PILOT LIGHT FAN SWITCH, FURNISHED BY HVAC SUBCONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL SUBCONTRACTOR WALL MOUNTED OCCUPANCY SENSOR THREE POSITION MOMENTARY CONTACT SWITCH, CENTER OFF (MOUNTED 48" AFF) JUNCTION BOX, SIZED PER NEC PANELBOARD, SURFACE MOUNTED LOAD-BREAK SWITCH SOLID STATE TRIP UNIT POTENTIAL TRANSFORMER CURRENT TRANSFORMER KIRK-KEY INTERLOCK DRAW-OUT CIRCUIT BREAKER CIRCUIT BREAKER TRANSFORMER, SIZE AS INDICATED FUSE, SIZE AS INDICATED GROUND PANELBOARD, FLUSH MOUNTED DISTRIBUTION PANEL MOTOR, "2" INDICATES HORSEPOWER TWO GANG OUTLET BOX WITH MONITOR OUTLET AND ADJACENT DUPLEX TWO GANG OUTLET BOX WITH TELEVISION ANTENNA OUTLET AND ADJACENT ELECTRIC REHEAT COIL FURNISHED AND INSTALLED BY HVAC SUBCONTRACTOR, BY ELECTRICAL SUBCONTRACTOR CONNECTION TO AIR TERMINAL BOX MOUNTED ABOVE CEILING CONNECTION TO OVERHEAD ROLL-DOWN DOOR. ELECTRIC RADIANT HEATER, FURNISHED AND INSTALLED BY HVAC SUBCONTRACTOR, RECEPTACLE. RUN 3/4" C FROM OUTLET BOX TO ABOVE NEAREST ACCESSIBLE ACCESSIBLE CORRIDOR CEILING WIRED BY ELECTRICAL SUBCONTRACTOR LOW VOLTAGE TRANSFORMER, 120 VOLT TO 24 VAC BUZZER/BELL, LOW VOLTAGE PUSHBUTTON AND PLATE CORRIDOR CEILING WIRED BY ELECTRICAL SUBCONTRACTOR DUPLEX RECEPTACLE. RUN 3/4" C FROM OUTLET BOX TO ABOVE NEAREST CONNECTION TO MOTORIZED PROJECTION SCREEN MOUNTED ABOVE CEILING 60 MINUTE TIME SWITCH ELECTRIC HEATER, FURNISHED AND INSTALLED BY HVAC SUBCONTRACTOR, WIRED TRACK LIGHTING DRY TYPE TRANSFORMER. "2" INDICATES SIZE, REFER TO DRY TYPE TRANSFORMER SCHEDULE CEILING MOUNTED OCCUPANCY SENSOR C 1. OCCUPANCY SENSORS SHALL BE COMBINATION TYPE OF ULTRASONIC AND PASSIVE INFARED DETECTION WITH INTERNAL PROCESSOR. 2. SENSOR SHALL BE INDEPENTENTLY ADJUSTABLE FOR INSTALLED CONDITIONS. FRACTIONAL HORSEPOWER MOTOR-RATED SWITCH DUPLEX RECEPTACLE, "R21" INDICATES PANEL, "2" INDICATES CIRCUIT NUMBER, "E" INDICATES WIRED TO EMERGENCY PANEL DUPLEX RECEPTACLE MOUNTED 6" ABOVE COUNTER TOP DUPLEX RECEPTACLE WITH INTERGRAL GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE WITH INTERGRAL GROUND FAULT INTERRUPTER MOUNTED 6" ABOVE COUNTER TOP DOUBLE DUPLEX RECEPTACLE (AKA QUAD) DUPLEX RECEPTACLE ONE HALF SWITCH CONTROLLED SPECIAL PURPOSE RECEPTACLE, "2" INDICATES TYPE, SEE SPECIAL PURPOSE RECEPTACLE SCHEDULE FACTORY WIRED, UL LISTED, MULTIOUTLET ASSEMBLY. "24" INDICATES DUPLEX RECEPTACLES MOUNTED ON 24" CENTERS FIELD WIRED, UL LISTED, MULTIOUTLET ASSEBLY, DEVICES AS INDICATED TWO DUPLEX RECEPTACLES MOUNTED AT 18" AFF AND 24" AFF SIMPLEX (SINGLE) RECEPTACLE SAFETY TYPE DUPLEX RECEPTACLE R21-2 E GFI GFI DUPLEX RECEPTACLE SWITCHED VIA PLUG LOAD CONTROLLER. LETTER "a" INDICATES ASSOCIATED PLUG LOAD CONTROLLER. DUPLEX RECEPTACLE WITH INTEGRATED USB POWER OUTLETS. a TIMER SWITCH A AMPERES AF AMPERE FRAME (CIRCUIT BREAKER RATING) AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY AL ALUMINUM ARCH ARCHITECT AT AMPERE TRIP (CIRCUIT BREAKER RATING) ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GUAGE BLDG BUILDING C CONDUIT C.B. CIRCUIT BREAKER C.T. CURRENT TRANSFORMER CAT CATALOG CIR CIRCUIT COL COLUMN CU COPPER DEL DELTA DWG DRAWING E WIRED ON EMERGENCY CIRCUIT EC EMPTY CONDUIT EM EMERGENCY ENL NEW LOCATION OF EXISTING TO BE RELOCATED DEVICE ETD EXISTING TO BE DEMOLISHED AND REMOVED ETR EXISTING TO REMAIN ETRL EXISTING TO BE REMOVED AND REUSED/RELOCATED F FLUSH FT FEET G GROUND KCMIL ONE THOUSAND CIRCULAR MILS KVA KILOVOLT-AMPERES KVAR KILOVOLT-AMPERES REACTIVE KW KILOWATTS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MISC MISCELLANEOUS MLO MAIN LUGS ONLY NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE PH PHASE P POLE P.T. POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE R RECESSED S SURFACE SCR SHORT CIRCUIT INTERRUPTING RATING SP SPARE SW SWITCH TEL TELEPHONE UG UNDERGROUND V VOLT Y WYE W WATT WP WEATHERPROOF XFMR TRANSFORMER CONNECTION TO WIRED PLUMBING ACCESORIES INCLUDING WIRES SINK SENSORS, PLUMBING FLUSH VALVES, ELECTRIC SOAP DISPENSERS, ETC. COORDINATE LOCATION OF JUNCTION BOX (AND CONCEALMENT THEROF) AND LOCATION OF ANY REQUIRED TRANSFORMERS OR OTHER ACCESSORIES WITH THE VENDOR AND/OR ARCHITECT. USB 2. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED CONDITIONS WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS 3. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING CONDUIT SIZE TO ENSURE IT CAN ACCOMODATE ALL PHASE, NEUTRAL AND GROUND CONDUCTORS. 5. A GREEN GROUNDING CONDUCTOR SHALL BE RUN WITH ALL CIRCUITS. VERIFY 1. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL SYSTEM BE INSTALLED 4. ALTHOUGH ALL BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN, IT IS REQUIRED CONNECTION TO ELECTRIC HAND DRYER CONNECTION TO AUTOMATIC BLINDS. COORDINATE CONTROL, WIRING, TRANSFORMER TYPE AND DEVICE PLACEMENT BLINDS VENDOR AND CEILING CONDITIONS. FURNITURE FEED CONNECTION. CONNECTION TO ELECTRICAL FIXTURES, LIGHTS, ETC. PROVIDED WITH CASEWORK OR FURNITURE. COORDINATE BEST LOCATION FOR JUNCTION BOX AND WIRING REQUIREMENTS WITH CASEWORK/FURNITURE PROVIDER. ALL ELECTRICAL CONDUITS, JUNCTION BOXES, ETC SHALL BE CONCEALED. WHERE THIS IS NOT POSSIBLE, COORDINATE FINISHES OF ALL ELEMENTS WITH ARCHITECT. CONNECTION TO PROJECTOR MOUNTED ABOVE CEILING. REFER TO TECH DRAWINGS FOR MORE INFORMATION. CONNECTION TO ACCESS CONTROL TURNSTILE. COORDINATE LOCATION WITH ARCHITECT. WALL MOUNTED DIMMER SWITCH. COORDINATE WITH FIXTURES FOR DIMMING COMPATIBILITY. CONNECTION TO LIT SIGNAGE. PROVIDE JUNCTION BOX IN ACCESSIBLE LOCATION ABOVE CEILING. CONNECTION TO ELECTRIC WATER COOLER. COORDINATE CONNECTION TYPE WITH VENDOR/EQUIPMENT. PROVIDE GFI PROTECTION (VIA GFI RECEPTACLE OR BREAKER). DUPLEX RECEPTACLE FLOOR MOUNTED. COORDINATE TYPE/FINISH WITH ARCHITECT AND OWNER. 60A/3PH/208V/F/NEMA 3R DISCONNECT. "60A/3PH/208V/F/NEMA 3R" INDICATES 60A FRAME, 3 POLE, 208V, FUSIBLE, EXPOSURE RATING "NEMA 3R". PROVIDE FUSIBLE DISCONNECT AND SIZE FUSE AS REQUIRED TO MEET MANUFACTURERS MOCP REQUIREMENTS. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 1 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E00-00 ELECTRICAL LEGEND Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com ELECTRICAL SHEET INDEX Sheet Number Sheet Name E00-00 ELECTRICAL LEGEND E00-01 LIGHTING FIXTURE SCHEDULE E00-02 LIGHTING CONTROL INTENT 1 E00-03 LIGHTING CONTROL INTENT 2 E00-06 LIGHTING CONTROL DEVICE LOCATIONS E01-01 ELECTRICAL SITE PLAN E04-01 LEVEL 01 - ELECTRICAL DEMO E04-02 LEVEL 02 - ELECTRICAL DEMO E10-01 LEVEL 01 - ELECTRICAL LIGHTING PLAN E10-02 LEVEL 01 - ELECTRICAL POWER PLAN E11-01 LEVEL 02 - ELECTRICAL POWER PLAN E42-01 ENLARGED KIOSK POWER & LIGHTING PLAN E42-02 ENLARGED STORAGE POWER & LIGHTING PLAN E42-03 ENLARGED KITCHEN POWER PLANS E50-01 ELECTRICAL RISER DIAGRAM E50-02 LIGHTING CONTROL RISER E50-03 LIGHTING CONTROL RISER 2 E70-01 PANEL SCHEDULES E70-02 PANEL SCHEDULES E90-01 ELECTRICAL DETAILS FA00-00 FIRE ALARM LEGEND, NOTES & RISER FA10-01 LEVEL 01 - FIRE ALARM PLAN FA11-01 LEVEL 02 - FIRE ALARM PLAN FA42-01 ENLARGED KIOSK, STORAGE, LAUNDRY FIRE ALARM PLAN FA90-01 FIRE ALARM DETAILS NO.ISSUE DATE PERMIT SET 12.06.2018 F1B-8 LED LIGHT INTEGRAL TO CEILING GRID -WHITE, 8' LENGTH JLC-TECH TBSL-HW-8'-15-D-U-W (DIMMABLE DRIVER)24 LED 30K 96 GRID DRIVER MOUNTED ABOVE CEILING GRID SYSTEM F1B-12 LED LIGHT INTEGRAL TO CEILING GRID -WHITE, 12' LENGTH JLC-TECH TBSL-HW-12'-15-D-U-W (DIMMABLE DRIVER)24 LED 30K 96 GRID DRIVER MOUNTED ABOVE CEILING GRID SYSTEM F2A LED 2" WIDE WITH BLACK TRIM DOWNLIGHT, WIDE SPREAD, 1500 LUMENS, BLACK REFELCTOR GOTHAM ICO SQ 30/15 2BR 55D MVOLT UGZ TRBL UNV LED 30K 18 RECESSED F3 BLACK CHANNEL TO HOUSE SPRINKLER, CAMERAS, SMOKE DETECTORS, SPEAKERS, AND LED TRACK HEADS, 56' LENGTH, MOUNTED TO BE TRIMLESS IN WOOD SLAT LF EF4BNP-0X'-BB-EF4BNS NETW/SPKR/OCSE LIGHTING BB, APERTURE AT 3-5/8"120 LED 30K 266 RECESSED F11 LED ALONG PERIMETER, ADJUSTABLE, ON SEPARATE CIRCUITRY, DIMMABLE, INTEGRAL DRIVER, FROSTED LENS ECOSENSE SCD M X" 30 MULT SCD-A-FRLS-X"UNV LED 30K 4W/FT SURFACE F12 LINEAR LED MUDDED IN AS CONCEALED MEMBER AT EDGE INTERLUX WG-EC-P*-10'X14'-L-830-UNV-D010-S-P UNV LED 30K 3.2W/FT SURFACE F13 LED 36" SURFACE MOUNTED BLACK DRUM LIGHT, SOFT LENS, DIMMABLE FOCALPOINT F36-A-830HO-S-U-OL1-1-0-BL UNV LED 30K 162.5 SURFACE F14 LED ALONG PERIMETER, ADJUSTABLE, ON SEPARATE CIRCUITRY, DIMMABLE, INTEGRAL DRIVER ECOSENSE SCD M X" 30 MULT UNV LED 30K 4W/FT SURFACE F6 4' LENGTH LUMINAIRE FOR IT ROOM AND STORAGE LITHONIA ZL1N L48 7000LM FST MVOLT 35K 80CRI BM UNV LED 35K 65 SURFACE F6B LED 2X4 LENSED LUMINAIRE WITH GASKETING FOR KITCHEN AREA WITH 12.125 LENS LITHONIA 2GTL4 48L FW A12125 GZ10 LP840 PWS1836 ABC UNV LED 40K 46 RECESSED F7A DECORATIVE PENDANT POL BAP104-LD WHITE 120 LED 30K 16.6 CABLE F7B DECORATIVE PENDANT POL BARE04-LD WHITE 120 LED 30K 16.6 CABLE F3A HEAD LOCATION OF THE F3 LUMINAIRE, BLACK FINISH LF EF408B-19C-8030-V-DMU-BB-OPT208B-HXL 120 LED 30K 19 IN F3 F4 LED LIGHT OVER LOUNGE AREA TABLE OCL GS1-P1CA-14-CR-BKP-LED1-30K-UNV-OAH"-DMO UNV LED 30K 11 CABLE F4B TELEPHONE ROOM PENDANT LIGHT, 24" LENGTH OCL GS1-P1CA-24-CR-BKP-LED1-30K-UNV-OAH"-DMO UNV LED 30K 11 CABLE F5 LED PENDANT LIGHT AT RECEPTION DESK, CLUSTER - JBOX FOR EACH FIXTURE OCL (7) RANDOM MOUNT GS1-P1CA-30-CR-BKP-LED1-30K-UNV- OAH"-DMO UNV LED 30K 11 CABLE F15 LED IN PLANTER ADJUSTABLE SMALL LIGHTS AURORA HSL11-BR-90-NG-6-M-30-H-TR-BLP-XD w/ CORD/PLUG 24/120 LED 30K 6 IN PLANTER F16 WALL GRAZE - FULL LENGTH OF WALL FOCALPOINT FTRL AC LL1 30K 1C UNV LD1 ** SSB WH X'UNV LED 30K 6W/FT RECESSED F17 DESK LAMP BY OWNER BY OWNER VIA FF&E 120 LED 7 DESK PLUG IN F18 LED TRACK WITH HEADS AT KIOSK JUNO TL114 G2 30K 90CRI NFL WH MOUNTED TO JUNO TLV XFT WH TRACK (SURFACE) W/ TL34WH FEED AND REMOTE DRIVER 120 LED 30K 6.6 TRACK/SURFACE REMOTE DRIVER F7C DECORATIVE PENDANT POL BALA04-LD WHITE 120 LED 30K 16.6 CABLE F8 LED MOUNTD AROUND MIRROR, LENGTHS AS REQUIRED PER ARCHITECTURAL ELEVATIONS, REMOTE DRIVER, LED TO BE MOUNTED ON REAR SIDE OF MIRROR OPTOLUM SL-M-30 9 * A X'24 LED 30K 3.5W/FT SURFACE REMOTE LED DRIVER F9 LED CONTINUOUS IN CHANNEL TO BE MOUNTED AS PER ARCHITECTURAL DETAIL/ELEVATIONS, LENGTHS PER PLAN, NATURAL ALUMINUM FINISH OF CHANNEL, MAGNETIC MOUNT OPTOLUM SL-M-30 9 * A X'24 LED 30K 3.5W/FT SURFACE REMOTE LED DRIVER F10 LED SQUARE DOWNLIGHT WITH WHITE REFLECTOR BODY AND TRIM, SHALLOW HOUSING FOCALPOINT FLC33D-SO-1500L-120-LD1-T-BH-SO-1500L-30K-DNT-WFL- WP-WH 120 LED 30K 18 RECESSED LUMINAIRE SCHEDULE: GATEWAY LABEL DESCRIPTION MANUFACTURER MODEL NUMBER VOLTAGE LAMP TYPE TOTAL WATTS MOUNTING NOTES F1-20 LED SLIM PROFILE LINEAR LIGHT RECESSED IN DRYWALL, WHITE FINISH, 20' LENGTH FOCALPOINT FSM1 FL 625LF 30K 1C UNV L11 XFF WH 20'UNV LED 30K 96 RECESSED F1-24 LED SLIM PROFILE LINEAR LIGHT RECESSED IN DRYWALL, WHITE FINISH, 24' LENGTH FOCALPOINT FSM1 FL 625LF 30K 1C UNV L11 XFF WH 24'24 LED 30K 120 SUSPENDED F19 PENDANT IN KIOSK POL MUUTO GRAIN UL DUSTY GREEN 120 LED 27K G9 14 CABLE F20 SIGN -NEON CUSTOM POL CITY OF LAND & SEA ON ACRYLIC BACKING - NEON ON SUSPENSION RODS LV NEON 50 SUSPENDED REMOTE NEON TRANSORMER INV 5.0KVA LIGHTING INVERTER WITH INPUT/OUTPUT VOLTAGES AND BREAKERS AS NEEDED MYERS *-IE-5-S-*-*-**TBD N/A 5.0KW SURFACE X EDGELIT RECESSED EXIT SIGN RED LETTERS LITHONIA EDGR 1/2 RMR EL UNV LED 2.5 RECESSED PROVIDE DRIVER AS NEEDED NOTE: FOR 24V LIGHTING FIXTURES PROVIDE DRIVERS AS NEEDED. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 2 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E00-01 LIGHTING FIXTURE SCHEDULE Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 QTY: 2 LUTRON PJ2-2BRL-TMN-L01 2 BUTTON WITH RAISE/LOWER AND LIGHT ICON - PICO KEYPAD WITH SC-1-MN CONTROL STATION 001 WORKSTATIONS 107 FUNCTION: SCENE 1 + OFF WITH RAISE/LOWER QTY: 1 LRF2-OKLB-P-WH RADIO POWR SAVR WIRELESS CORNER OCCUPANCY SENSOR RF OCCUPANCY SENSOR 001 WORKSTATIONS 107 QTY: 1 LUTRON QSM2-4W-C QS SENSOR MODULE WIRED AND WIRELESS INPUTS QSM 001 WORKSTATIONS 107 QTY: 1 LRF2-OKLB-P-WH RADIO POWR SAVR WIRELESS CORNER OCCUPANCY SENSOR RF OCCUPANCY SENSOR 001 FITNESS CENTER 108 QTY: 2 LUTRON PJ2-4B-TMN-L31 4 BUTTON SCENE WITH LIGHT ICON - PICO KEYPAD WITH SC-1-MN CONTROL STATION 001 FITNESS CENTER 108 FUNCTION: SCENES 1-3 + OFF QTY: 1 LUTRON QSM2-4W-C QS SENSOR MODULE WIRED AND WIRELESS INPUTS QSM 001 FITNESS CENTER 108 QTY: 1 C5-BMJ-16A + GRX-TVI ECOSYSTEM DIMMING POWER MODULE FOR 3-WIRE CONTROL, GRX-TVI CONTROL INTERFACE (PHASE CONTROL TO 0-10 V) QTY: 2 Hi-lume® Premier 0.1% L3D0-96W24V-U HI-LUME PREMIER 0.1% LED DRIVER, CAPABLE OF DIMMING A 2 W TO 96 W LOAD AT 24 V CONSTANT VOLTAGE QTY: 1 MS-Z101-MN 120- 277 V, 8 A MAESTRO 0-10 V DIMMER WITH XCT, PIR OCCUPANCY AND VACANCY SENSOR, NEUTRAL WIRE REQUIRED, SINGLE-POLE/MULTI-LOCATION WITH SC-1-MN CONTROL STATION 001 BREAKROOM 103 FUNCTION: TOGGLE ON AND OFF WITH RAISE/LOWER WITH AUTO ON/OFF QTY: 1 3RD-PARTY-TOUCHSCREEN WALLMOUNTED IPAD OR TOUCHSCREEN CONFERENCE ROOM 104 QTY: 1 LUTRON PJ2-2BRL-TMN-L01 2 BUTTON WITH RAISE/LOWER AND LIGHT ICON - PICO KEYPAD WITH SC-1-MN CONTROL STATION 001 CONFERENCE ROOM 104 FUNCTION: SCENE 1 + OFF WITH RAISE/LOWER QTY: 1 LUTRON PJ2-2BRL-TMN-L01 2 BUTTON WITH RAISE/LOWER AND LIGHT ICON - PICO KEYPAD WITH SC-1-MN CONTROL STATION 001 MEETING ROOM 105 FUNCTION: SCENE 1 + OFF WITH RAISE/LOWER QTY: 1 MS-Z101-MN 120- 277 V, 8 A MAESTRO 0-10 V DIMMER WITH XCT, PIR OCCUPANCY AND VACANCY SENSOR, NEUTRAL WIRE REQUIRED, SINGLE-POLE/MULTI-LOCATION WITH SC-1-MN CONTROL STATION 001 TELEPHONE ROOM 106 FUNCTION: TOGGLE ON AND OFF WITH RAISE/LOWER WITH AUTO ON/OFF QTY: 2 MS-Z101-MN 120- 277 V, 8 A MAESTRO 0-10 V DIMMER WITH XCT, PIR OCCUPANCY AND VACANCY SENSOR, NEUTRAL WIRE REQUIRED, SINGLE-POLE/MULTI-LOCATION WITH SC-1-MN CONTROL STATION 001 RESTROOMS FUNCTION: TOGGLE ON AND OFF WITH RAISE/LOWER WITH AUTO ON/OFF FOR MORE INFORMATION CONTACT: MANUEL ABELLO (484) 221-5539 mabello@lutron.com A12-01\ WORKSTATIONS 107 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F1B-12 (1), F1B-8 (1)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 3 (QSN-4T16-S)- A12-01\ FITNESS CENTER 108 HIDDEN EQUIPMENT: LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F12 (5)LED ECOSYSTEM 0.1%Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)L3D0-96W24V-U B F? (10)LED ECOSYSTEM 0.1%Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)L3D0-96W24V-U C F9 (2)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- A 1 F10 (1)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)C5-BMJ-16A + GRX-TVI A12-01\ BREAKROOM 103 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F10 (3), F4 (3) LED 0-10 V Unspecified - CONTROL STATION 001 (MS-Z101-MN)- C F9 (1)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- A12-01\ CONFERENCE ROOM 104 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F1B-8 (1)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 3 (QSN-4T16-S)- A12-01\ MEETING ROOM 105 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F13 (1)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 3 (QSN-4T16-S)- A12-01\ TELEPHONE ROOM 106 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F4B (1)LED 0-10 V Unspecified - CONTROL STATION 001 (MS-Z101-MN)- A12-01\ RESTROOMS LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F10 (12), F8 (2) LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 2 (QSN-4T16-S)- A12-01\ BANQUET HALL STORAGE 116 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F6 (3)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 1 (QSN-4T16-S)- B F14 (1)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 2 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E00-02 LIGHTING CONTROL INTENT 1 Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 QTY: 1 MS-Z101-MN 120- 277 V, 8 A MAESTRO 0-10 V DIMMER WITH XCT, PIR OCCUPANCY AND VACANCY SENSOR, NEUTRAL WIRE REQUIRED, SINGLE-POLE/MULTI-LOCATION WITH SC-1-MN CONTROL STATION 001 CATERING KITCHEN 112 FUNCTION: TOGGLE ON AND OFF WITH RAISE/LOWER WITH AUTO ON/OFF QTY: 2 LRF2-OWLB-P-WH RADIO POWR SAVR WIRELESS WALL OCCUPANCY SENSOR RF OCCUPANCY SENSOR 001 CATERING KITCHEN 112 QTY: 1 LRF2-OKLB-P-WH RADIO POWR SAVR WIRELESS CORNER OCCUPANCY SENSOR RF OCCUPANCY SENSOR 001 CLASSROOM 109 QTY: 1 LUTRON QSM2-4W-C QS SENSOR MODULE WIRED AND WIRELESS INPUTS QSM 001 CLASSROOM 109 QTY: 1 QSWS2-5BRLN-BL SEETOUCH QS NON-INSERT 5 BUTTON WITH RAISE/LOWER CONTROL STATION 002 BANQUET HALL/MULTIPURPOSE 117 FUNCTION: SCENES 1-4 + OFF WITH SCENE RAISE/LOWER QTY: 2 Hi-lume® Premier 0.1% L3D0-96W24V-U HI-LUME PREMIER 0.1% LED DRIVER, CAPABLE OF DIMMING A 2 W TO 96 W LOAD AT 24 V CONSTANT VOLTAGE QTY: 1 LUTRON PJ2-4B-TMN-L31 4 BUTTON SCENE WITH LIGHT ICON - PICO KEYPAD WITH SC-1-MN CONTROL STATION 001 RECEPTION 100 FUNCTION: SCENES 1-3 + OFF QTY: 3 LUTRON PJ2-2B-TMN-L01 2 BUTTON WITH LIGHT ICON - PICO KEYPAD BANQUETTE SOCIAL STREET FUNCTION: SCENE 1 + OFF QTY: 1 LRF2-OHLB-P-WH RADIO POWR SAVR WIRELESS HALLWAY OCCUPANCY SENSOR RF OCCUPANCY SENSOR 001 CORRIDOR QTY: 1 MS-Z101-MN 120- 277 V, 8 A MAESTRO 0-10 V DIMMER WITH XCT, PIR OCCUPANCY AND VACANCY SENSOR, NEUTRAL WIRE REQUIRED, SINGLE-POLE/MULTI-LOCATION WITH SC-1-MN CONTROL STATION 001 CLASSROOM 111 FUNCTION: TOGGLE ON AND OFF WITH RAISE/LOWER WITH AUTO ON/OFF QTY: 1 LRF2-OWLB-P-WH RADIO POWR SAVR WIRELESS WALL OCCUPANCY SENSOR RF OCCUPANCY SENSOR 002 CLASSROOM 111 QTY: 1 LUTRON PJ2-4B-TMN-L31 4 BUTTON SCENE WITH LIGHT ICON - PICO KEYPAD WITH SC-1-MN CONTROL STATION 002 CLASSROOM 111 FUNCTION: SCENES 1-3 + OFF QTY: 1 QSPS-10PNL QS SMART PANEL POWER SUPPLY 001 ELECTRICAL CLOSET QTY: 3 QSN-4T16-S ENERGI SAVR NODE 0-10 V AND SOFTSWITCH ESN 0-10 V 1 ELECTRICAL CLOSET QTY: 1 QSN-1ECO-S ECOSYSTEM ENERGI SAVR NODE WITH 1 ECOSYSTEM DIGITAL LINK ESN ECO 1 ELECTRICAL CLOSET QTY: 1 QSE-CI-NWK-E QS ETHERNET & RS232 CONTROL INTERFACE NETWORK INTERFACE 001 ELECTRICAL CLOSET FOR MORE INFORMATION CONTACT: MANUEL ABELLO (484) 221-5539 mabello@lutron.com A12-01\ CATERING KITCHEN 112 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F6B (12)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 1 (QSN-4T16-S)- B F6B (2)LED 0-10 V Unspecified - CONTROL STATION 001 (MS-Z101-MN)- A12-01\ CLASSROOM 109 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F1-24 (2)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 3 (QSN-4T16-S)- A12-01\ BANQUET HALL/MULTIPURPOSE 117 HIDDEN EQUIPMENT: LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE C F14 (3)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- A F3A (11)LED ECOSYSTEM 0.1%Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)L3D0-96W24V-U B F3 (5)LED ECOSYSTEM 0.1%Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)L3D0-96W24V-U A12-01\ LOUNGE 101 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F2A (4)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- B F7A (1), F7B (2) LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 1 (QSN-4T16-S)- C F14 (1)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- A12-01\ RECEPTION 100 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F2A (4), F5 (3) LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- C F14 (2)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- D F14 (1)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- B F2A (9)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- A12-01\ SOCIAL STREET LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F2A (2)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- B F2A (2)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- C F11 (2), F14 (4), F2A (1), F9 (1)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- D F2A (1), F9 (1) LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- A12-01\ CORRIDOR LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F10 (1)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 2 (QSN-4T16-S)- C F14 (2)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- A12-01\ ELECTRICAL CLOSET HIDDEN EQUIPMENT: NOTE: THE LIGHTS IN THIS AREA ARE NOT PART OF THIS CONTROL SYSTEM. A12-01\ CLASSROOM 111 LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F10 (1)LED 0-10 V Unspecified - CONTROL STATION 001 (MS-Z101-MN)- B F1-30 (2)LED 0-10 V Unspecified - ELECTRICAL CLOSET\ESN 0-10 V 2 (QSN-4T16-S)- A12-01\ GAME LOUNGE LOAD SCHEDULE ZONE FIXTURE TYPE CONTROL TYPE TOTAL WATTAGE EM CONTROL EQUIPMENT INTERFACE A F2A (1)LED ECOSYSTEM Unspecified - ELECTRICAL CLOSET\ESN ECO 1 (QSN-1ECO-S)- 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 2 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E00-03 LIGHTING CONTROL INTENT 2 Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 16 4T 16 4T 5 RLQ ECO 1 16 4T 1 QSM O S C OS H 2RL P 2RL P 2RL P 2 RL P 4 P QSM OSC 2 P 4 P 4 P QSM OSC O S W OS W OSW 2 P 2 P 4 P Z 1 0 P I R O S Z1 0 PI ROS Z 1 0 P I R O S Z10 PIROS Z 1 0 P I R O S Z10 PIROS PS QS W K N ECO 1 16 4T 2RL P 2 P 4 P 5RL Q 1 W K N PS QS QSM Z10 PIROS OS H OS C OS W BANQUET HALL STORAGE 116 CLASSROOM 111 FITNESS CENTER 108 RECEPTION 100 LOUNGE 101 CONFERENCE ROOM 104 MEETING ROOM 105 BREAKROOM 103 WORKSTATIONS 107 CLASSROOM 109 TELEPHONE ROOM 106 CATERING KITCHEN 112 BANQUET HALL/ MULTIPURPOSE 117 STORAGE 129 LIGHTING CONTROLS SCHEDULE IMAGE DESCRIPTION AND MODEL NUMBER ECOSYSTEM ENERGI SAVR NODE WITH 1 ECOSYSTEM DIGITAL LINK (QSN-1ECO-S) ENERGI SAVR NODE 0-10 V AND SOFTSWITCH (QSN-4T16-S) QS SENSOR MODULE WIRED AND WIRELESS INPUTS (QSM2-4W-C) 120- 277 V, 8 A MAESTRO 0-10 V DIMMER WITH XCT, PIR OCCUPANCY AND VACANCY SENSOR, NEUTRAL WIRE REQUIRED, SINGLE-POLE/MULTI-LOCATION (MS-Z101-MN) 2 BUTTON WITH RAISE/LOWER AND LIGHT ICON - PICO KEYPAD (PJ2-2BRL-TMN-L01 (SC-1-MN)) 2 BUTTON WITH LIGHT ICON - PICO KEYPAD (PJ2-2B-TMN-L01) 4 BUTTON SCENE WITH LIGHT ICON - PICO KEYPAD (PJ2-4B-TMN-L31 (SC-1-MN)) SEETOUCH QS NON-INSERT 5 BUTTON WITH RAISE/LOWER (QSWS2-5BRLN-BL) WALLMOUNTED IPAD OR TOUCHSCREEN (Screen by Others) RADIO POWR SAVR WIRELESS HALLWAY OCCUPANCY SENSOR (LRF2-OHLB-P) RADIO POWR SAVR WIRELESS CORNER OCCUPANCY SENSOR (LRF2-OKLB-P) RADIO POWR SAVR WIRELESS WALL OCCUPANCY SENSOR (LRF2-OWLB-P) QS ETHERNET & RS232 CONTROL INTERFACE (QSE-CI-NWK-E) QS SMART PANEL (QSPS-10PNL) FOR MORE INFORMATION CONTACT: MANUEL ABELLO (484) 221-5539 mabello@lutron.com 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 3 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E00-06 LIGHTING CONTROL DEVICE LOCATIONS Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 LIGHTING CONTROL DEVICE LOCATIONS NO.ISSUE DATE PERMIT SET 12.06.2018 48" 3 0 " FD FD FD FD FD FD FD FD FD FD FDFD FD FD FD FD FD 48" 3 0 " FD FD FD FD FD FD FD FD FD FD FDFD FD FD FD FD FD S 48" 3 0 " FD FD FD FD FD FD FD FD FD FD FDFD FD FD FD FD FD PROPERTIES OBTAINED THROUGH EMINENT DOMAIN LOT 2LOT 3LOT 4LOT 5LOT 6ALOT 6LOT 7LOT 8 300'-0" 01 A-600 01 A-803 06 A-801 CL ELEVATORS N.I.C. EXIST. ELECTRICAL ROOM N.I.C. LOADING / SERVICE ENTRANCE EXIST. IT ROOM N.I.C. EXIST. STORAGE N.I.C. kbt= hflphEXISTING PARKING N.I.C. EXIST. TRASH ROOM N.I.C. EXIST. OFFICE N.I.C. LEGEND NOT IN CONTRACT (N.I.C) IN CONTRACT LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION LI M I T S O F C O N S T R U C T I O N EXISTING RESTROOMS LAUNDRY NEW STORAGE INTERIOR BUILD-OUT LI M I T S O F C O N S T R U C T I O N N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. A B C D E F G H I J K L M N 1 1.2 2 2.2 3 4 NE 63RD STREET CO L I N S A V E DF AND ADDITIONAL RESTROOMS PROJECT SITE GATEWAY PARK 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 7 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E01-01 ELECTRICAL SITE PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/16" = 1'-0"2 ELECTRICAL OVERALL PLAN 1" = 40'-0"1 SITE PLAN NO.ISSUE DATE PERMIT SET 12.06.2018 F G H I J K L M 2 2.2 3 4 REMOVE ALL DISCONNECTS FOR EXISTING HVAC EQUIPMENT, PULL CONDUCTORS BACK TO SOURCE, MARK BREAKER SPARE. DISCONNECT ALL LOADS FROM PANEL. PANEL SHALL BE REPLACED BY NEW AND BE RELABELED AS PER RISER DIAGRAM. TWO 4" CONDUITS ENTER PANEL FROM BELOW TWO 4" CONDUITS ENTER PANEL FROM BELOW EXISTING PNL R2EXISTING PNL R1 EXISTING 4" CONDUITS FROM MAIN IT ROOM RISE FROM UNDERGROUND HERE EXISTING 4" CONDUITS FROM MAIN IT ROOM RISE FROM UNDERGROUND HERE DISCONNECT ALL LOADS FROM PANEL. PANEL SHALL BE REPLACED BY NEW AND BE RELABELED AS PER RISER DIAGRAM. GENERAL DEMOLITION NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EXISTING EQUIPMENT AS REQUIRED TO ACCOMPLISH THE NEW WORK AS SHOWN OR REASONABLY IMPLIED. THE CONTRACTOR SHALL REFER TO THE NEW ARCHITECTURAL, PLUMBING, FIRE PROTECTION, MECHANICAL AND ELECTRICAL WORK SHOWN ON THE OTHER DRAWINGS OF THIS SET TO DETERMINE THE EXTENT OF DEMOLITION REQUIRED. 2. WHEN REMOVING ELECTRICAL EQUIPMENT AND SYSTEMS, ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT STRUCTURAL DAMAGE TO THE BUILDING. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF ANY STRUCTURAL SUPPORTS REQUIRED, TEMPORARY OR PERMANENT 3. THE CONTRACTOR SHALL EXERCISE CARE SO THAT ONLY THAT CONSTRUCTION INDICATED OR REASONABLY IMPLIED TO BE REMOVED SHALL BE DEMOLISHED. THE EXISTING CONSTRUCTION TO REMAIN SHALL BE LEFT INTACT AND UNDAMAGED. THE CONTRACTOR SHALL PROTECT ALL FIRE ALARM DEVICES, EXIT SIGNS AND OTHER DEVICES EXISTING TO REMAIN WHICH MAY BE AFFECTED BY CONSTRUCTION. 4. THE CONTRACTOR SHALL MAINTAIN CONTINUITY OF CIRCUITS WHERE EXISTING EQUIPMENT IS TO BE REMOVED AND DOWN STREAM DEVICES MAY BE EFFECTED. 5. THE CONTRACTOR SHALL COORDINATE ALL POWER INTERRUPTIONS WITH THE OWNER. SEE SPECIFICATIONS. 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION TO MAINTAIN THE INTEGRITY AND OPERATION OF EXISTING LIFE SAFETY AND EMERGENCY EGRESS EQUIPMENT. 7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION TO MAINTAIN ACCESS TO ALL MEANS OF EGRESS CORRIDORS, DOORWAYS AND STAIRS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION TO PERMIT EFFECTED AREAS TO CONTINUE TO FUNCTION TO THE GREATEST EXTENT POSSIBLE. THIS EFFORT SHALL INCLUDE SCHEDULED COORDINATION WITH THE OWNER OF ELECTRICAL SHUTDOWNS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL FLUORESCENT AND HID LAMPS AND PROPER DISPOSAL OF SAID LAMPS AND SHALL PROVIDE VERIFICATION OF LAMP DISPOSAL TO THE OWNER UPON REQUEST. 10. CONTRACTOR SHALL SEAL ALL FIRE RATED PENETRATIONS WITH A FIRE SEALANT EQUAL TO THE RATINGS OF THE PENETRATION. 11. IF DISCREPANCIES ARE FOUND BETWEEN PLANS AND EXISTING CONDITIONS AT SITE, THE CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PERFORMING WORK. 12. ALL EXISTING BRANCH CIRCUITING TO BE DEMOLISHED REQUIRES THE REMOVAL OF CONDUIT AND WIRING BACK TO SOURCE PANEL. THE AFFECTED CIRCUIT BREAKERS SHALL BE TURNED OFF AND LABELLED AS SPARE. PROVIDE UPDATED TYPEWRITTEN PANELBOARD SCHEDULES REFLECTING REMAINING CIRCUITS AND SPARE BREAKERS. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 7 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E04-01 LEVEL 01 -ELECTRICAL DEMO Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 LEVEL 01 - Electrical Demo NO.ISSUE DATE PERMIT SET 12.06.2018 F G H I J K L 2.2 3 4 DEMO ALL HVAC EQUIPMENT BEING REMOVED AS PART OF THIS PROJECT. PULL BACK CONDUCTORS, MARK BREAKERS AS SPARE. CU-1 CU-1 GV-1 GV-2 CU-1 CU-1 GV-5 CU-1 CU-1 GV-7 GV-8 CU-1 CU-1 K 1 1.2 REMOVE ALL WALL-MOUNTED RECEPTACLES AND CONDUIT. PULL CONDUCTORS BACK TO PANEL. BREAKERS TO BE RE-USED IN NEW WORK. EXISTING 4" EMPTY CONDUIT TO MAIN IT ROOM. CUT BELOW SLAB AND CAP AND COVER WITH FLOORING. EXISTING PANEL 'A' TO REMAIN AND BE RE-USED 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :3 8 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E04-02 LEVEL 02 -ELECTRICAL DEMO Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 LEVEL 02 - Electrical Demo - Parapet AREA 1/8" = 1'-0"2 LEVEL 01 - Electrical Demo - Kiosk Area NO.ISSUE DATE PERMIT SET 12.06.2018 F3 F3 F3 F3 F3A F2A F2A F2AF2A F1 4 F1 4 F14 F2A F2A F2AF2A F1 4 F14 F9 F9F2A F2 A F9 F1 B - 8 F2A F2 A F2 A F2A F2 A F9 F1 B - 1 2 F1B-8 F6B F6B F6B F6B F6BF9 F8 F14 F1 4 F1 4 F14 F1 4 F14 F6B F6B F6B F6B F6B F6B F6B F6B F1 - 2 4 F1 - 2 4 F1-30 F1-30 F2 A F9 F9 F11 F1 1 F12 F12 F12 F12 F12 F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3 F8 F6B F16 F2 A F2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F2 A F2 A F2 A F2 A F2 A F9 F2A F2A F2A F2A F2A F2A F2A F2A F2A F2A F16 F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A PC PC PC PC PC PC PC PC PCPC F3 F3 F3 F3 F3A F2A F2A F2AF2A F1 4 F1 4 F14 F2A F2A F2AF2A F1 4 F14 F9 F9F2A F2 A F9 F1 B - 8 F2A F2 A F2 A F2A F2 A F9 F1 B - 1 2 F1B-8 F6B F6B F6B F6B F6BF9 F8 F14 F1 4 F1 4 F14 F1 4 F14 F6B F6B F6B F6B F6B F6B F6B F6B F1 - 2 4 F1 - 2 4 F1-30 F1-30 F2 A F9 F9 F11 F1 1 F12 F12 F12 F12 F12 F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3 F8 F6B F16 F2 A F2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F2 A F2 A F2 A F2 A F2 A F9 F2A F2A F2A F2A F2A F2A F2A F2A F2A F2A F16 F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F G H I J K L M 2 2.2 3 4 ELEC. 118 AV. 119 CORRIDOR 121 STORAGE 122 MECH 125 RECEPTION 100 WORKSTATIONS 107 TELEPHONE ROOM 106 MEETING ROOM 105 CONFERENCE ROOM 104 BR E A K R O O M 10 3 LOUNGE 101 CLASSROOM 109 LOUNGE 128 GAME LOUNGE 102F CLASSROOM 111 CATERING KITCHEN 112 BANQUET HALL STORAGE 116 BA N Q U E T H A L L / MU L T I P U R P O S E 11 7 FITNESS CENTER 108 MENS 127 WOMENS 126 JANITOR 114 TRASH 113 STOR. 120ELECTRICAL 123 E E E E E E E E EE E E E E E E E E E E EEE E E E TYP TYP TYP TYP F6 F6 F6 F6 F6F6F6F6F6F6F6 F10 EE SHELVING 102E PANTRY 102B BANQUETTE 102D BANQUET HALL/ MULTIPURPOSE 134 FAMILY RESTROOM 110 RE C E P T I O N C O R R I D O R 10 2 TYP F6 F10 F10 F10 F4 F4 F4 STORAGE 136 2 1 1 1 1 E CCLSI-1 TIE TO CCLSI-3 TIE TO CCLSI-8 CCEL-3 CCEL-2 CCWL-24 F10 F10 F10 F10 F10 F10F10F10 F10F10 F10F10F10F10F10 F10 E PROVIDE TWO CIRCUIT TRACK TO PROVIDE EMERGENCY ON THESE TWO TRACKS CCLSI-4 CCEL-4CCEL-4 CCLSI-8 TIE TO E F10 E CCEL-6 CCLSI-5 CCWL-18 EE EE EE CCLSI-5 TIE TO CCLSI-7 TIE TO TIE TO CCEL-8 CCWL-26 F13 F4B CCWL-12 CCWL-2 2 F7A F7B F7B 7 2 2 4 4 4 4 CCLSI-8 TYP 4 TYP 4 CCEL-1 5 18 5 18 18 5 55 F5 F5 F5 7 6 6 6 7 2 2 7 2 7 2 2 7 12 12 10 14 14 14 16 14 14 14 8 CCWL-4 CCWL-6 CCWL-8 CCWL-10 CCWL-16 14 CCWL-14 20 20 20 20 20 CCWL-20 32 32 CCWL-32 2 2 2 2 2 CCEL-2 2 2 8 8 8 22 3 3 3 3 33363 3 34 34 3 3 34 24 24 3 24 3 24 24 3 8 8 34 24 CCLSI-334 CCWL-34 X X XX X X X X X X X X XX X XX X X 8 30 CCWL-30 30 30 30 30 30 8 8 8 30 CCWL-30 306 30 6 8 TIE TO 2626 26 CCWL-28 28 28 28 28 2 2 2 3 F10 36 36 36 306 CCWL-36 7 E E8 6 6 6 6 6 CCLSI-4 8 8 CCLSI-4 7 7 7 7 7 7 7 6 6 6 CCLSI-6 5 GENERAL LIGHTING NOTES: 1. REFER TO ARCHITECT REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHTING FIXTURES PRIOR TO INSTALLATION (TYPICAL.) 2. LOCATION AND GROUPING ARRAGEMENT/ORIENTATION OF ALL SWITCHES SHALL BE COORDINATED WITH THE ARCHITECT AND MECHANICAL EQUIPMENT PRIOR TO INSTALLATION (TYP.) 3. ELECTRICAL CONTRACTOR TO VERIFY ALL CEILING TYPES AND COORDINATE FIXTURE TRIMS PRIOR TO PURCHASE OF LIGHTING FIXTURES. 4. ALL INTERIOR EGRESS LIGHTING AND EXIT SIGNS SHALL REMAIN OPERABLE AT ALL TIMES. RELOCATE AS REQUIRED FOR NEW WALL AND CEILING LAYOUTS. EGRESS LIGHTING AND EXIT SIGNS SHALL BE CONNECTED TO UNSWITCHED CONSTANT-ON CIRCUIT WITH LOCK-ON TYPE OF BREAKER. 5. 'DUSK TO DAWN' OPERATION MEANS THAT LIGHTS SHOULD BE CONNECTED VIA MULTIPOINT LIGHTING CONTACTORS CONTROLLED BY COIL FROM LOCAL PHOTOCELL. CONTRACTOR SHALL COORDINATE LIGHTING CONTACTOR QUANTITIES AND LOCATION INSIDE ELECTRICAL ROOMS BASED ON PANELS FEEDING THE EXTERIOR LIGHTING LOADS. 6. COORDINATE POWER REQUIREMENT FOR EACH EXTERIOR ILLUMINATED SIGN PRIOR ROUGH-IN. CONTRACTOR SHALL COORDINATE EXACT JUNCTION BOX LOCATION, ELECTRICAL LOAD, CONNECTIONS AND SYSTEM VOLTAGE BASED ON APPROVED SIGN MANUFACTURER CUT SHEETS. COORDINATE WITH SIGN MANUFACTURER FOR ANY ADDITIONAL DEVICE (DISCONNECT, ETC) AS REQUIRED. 7. ALL SHELL SPACE LIGHTING FIXTURES WILL BE PROVIDED WITH EMERGENCY BATTERY BACKUP BALLAST TO PROVIDE 1FC MINIMUM EMERGENCY EGRESS ILLUMINATION AS PER FBC. 8. ALL EXTERIOR EGRESS DOORS SHALL HAVE EMERGENCY BATTERY BACKUP TO MEET NFPA 101 LIFE SAFETY REQUIREMENTS AND ANY OTHER LOCAL REQUIREMENTS. 9. LIFE SAFETY EGRESS LIGHTING SHALL BE PROVIDED TO MEET 1FC MIN AS REQUIRED BY NFPA 101 AND FBC 1008 10. LIGHTING SYSTEM SHALL COMPLY WITH ASHRAE 90.1-2013, SECTION 8, AS ADOPTED BY THE SIXTH EDITION (2017) OF THE FLORIDA BUILDING CODE IN THE ENERGY CODE (FBC CE 405). 11. LIGHTING SYSTEM SHALL COMPLY WITH FBC CE 405 2017 FBC (ENERGY CODE). 12. TIE EXIT SIGNS TO NEAREST LIFE SAFETY INVERTER LIGHTING CIRCUIT AHEAD OF ANY SWITCHING OR CONTROL. 1 PROVIDE PLUGLOAD CONTROLS IN ALL SPACES WHERE REQUIRED BY CODE. RECEPTACLE PLUGLOAD CONTROL SHALL BE INTEGRATED WITH LIGHTING CONTROL SYSTEM LIGHTING KEYNOTES: 2 PROVIDE DAYLIGHT SENSOR (PHOTOCELLS) INTEGRATED WITH THE LIGHTING CONTROL SYSTEMS AS REQUIRED TO MEET DAYLIGHT HARVESTING REQUIREMENTS OF FLORIDA BUILDING CODE / ENERGY CODE. 3 PROVIDE LIGHT FIXTURE BELOW EACH SHELF, REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 4 PROVIDE LIGHTING CONTROLS AND BYPASS FOR EMERGENCY FIXTURES AS NEEDED. COORDINATE WITH LIGHTING CONTROL VENDOR FOR EXACT REQUIREMENTS. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :4 1 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E10-01 LEVEL 01 -ELECTRICAL LIGHTING PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 LEVEL 01 - Lighting (Plan View) NO.ISSUE DATE PERMIT SET 12.06.2018 JJ F1 F1 F1F1 F1F1 F1 F1 F1 GFIGFI GFIGFI TV TV TV TV GF I G F I GF I G F I GF I G F I J J J J J J TV TV J JJJ J JJ GF I G F I GF I G F I GFIGFI GFIGFI TV TV J TV F1 J J J F1 F1 J J J J F1 GFIGFI J J J J J J J J F1 F1 F1 F1 F1 F1 J M M M M M M GENERAL POWER NOTES: 1. REFER TO ELECTRICAL LEGEND AND NOTES SHEET FOR DEFINITION OF ALL ELECTRICAL DEVICES. 2. REFER TO SPECIAL PURPOSE RECEPTACLE SCHEDULE ON ELECTRICAL LEGENDS AND NOTES SHEET FOR DEVICE AND BRANCH CIRCUIT INFORMATION. 3. REFER TO MOTOR WIRING SCHEDULE ON DRAWINGS FOR CONDUIT AND WIRE SIZE REQUIREMENTS TO EACH MOTOR, AND ALSO VERIFY WITH MANUFACTURER'S INFORMATION (TYPICAL) 4. REFER TO MECHANICAL DRAWINGS (HVAC, PLUMBING, AND FIRE PROTECTION) FOR EXACT LOCATION OF EQUIPMENT PRIOR TO SERVICE ROUGH-IN. 5. OUTLETS LOCATED WITHIN 6'-0" OF A SINK SHALL BE GFI TYPE (TYPICAL). 6. COORDINATE EXACT LOCATION AND MOUNTING HEIGHTS OF ALL FLOOR AND WALL MOUNTED MEDICAL EQUIPMENT AND OTHER EQUIPMENT AND DEVICES BASED ON ARCHITECTURAL AND MEDICAL VENDOR DRAWINGS PRIOR TO ROUGH-IN. 7. REFER TO COMMUNICATIONS DRAWINGS FOR ADDITIONAL SCOPE OF WORK TO BE COVERED BY THE ELECTRICAL CONTRACTOR (IT CABLE TRAYS, DATA/ PHONE OUTLETS, SECURITY, ETC). 8. GENERAL PURPOSE RECEPTACLES SHALL NOT EXCEED MORE THAN SIX PER CIRCUIT IN GENERAL AREAS. REFER ALSO TO ELECTRICAL SPECIFICATIONS FOR CIRCUITRY DESIGN CRITERIA. 9. HOME RUNS TO POWER PANELS SHALL HAVE A MINIMUM OF THREE (3) PHASE CONDUCTORS PLUS THREE (3) NEUTRALS AND GROUND CONDUCTORS IN EACH CONDUIT. ALL CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS AND GROUND WIRES (NO EXCEPTION). 10. CONTRACTOR SHALL COORDINATE ANY POWER AND FIRE ALARM REQUIREMENT FOR ACCESS CONTROL AND SECURITY WITH THE LATEST TECH/IT,ARCHITECTURAL AND SECURITY DRAWINGS PRIOR TO ROUGH-IN. REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION. 11. REFER TO ELECTRICAL RISER FOR SIZES AND QUANTITIES OF ALL CONDUITS. F G H I J K L M 2 2.2 3 4 CCEDP CCWDP E50-01 2 E50-01 3 CCKP USB OHD OHD COF REF COF USB USB REF ICE REFMIC DW USB USB PROJ PROJ PROJ MP MP MP HOOD-1 PLUM PLUMPLUMPLUM PLUM DRYDRY EWC RECEPTION 100 CONFERENCE ROOM 104 CORRIDOR 121 BANQUET HALL STORAGE 116 CLASSROOM 111 CATERING KITCHEN 112 CLASSROOM 109 FITNESS CENTER 108 BREAKROOM 103 BANQUET HALL/ MULTIPURPOSE 117 LOUNGE 101 STORAGE 122 ELEC. 118 AV. 119 MECH 125 MEETING ROOM 105 TELEPHONE ROOM 106 WORKSTATIONS 107 LOUNGE 128 GAME LOUNGE 102F PANTRY 102B BANQUETTE 102D LOUNGE 102CLOUNGE 102A JANITOR 114 TRASH 113 STOR. 120 WOMENS 126 MENS 127 ELECTRICAL 123 REFER TO KITCHEN PLANS AND ARCHITECTURAL PLANS FOR EXACT LOCATIONS. (TYPICAL) USB FA NAC FA NAC TS PROVIDE CONNECTION TO ACCESS CONTROL TURNSTILE. CCWR-5 USB MP PROJECTOR DJ W/S CCWR-7 7 USB USB CCWR-11 11 CCWR-9 9 9 9 FF FF FF FF LCPCCELCCERCCWR CCWL LCP CCER-9 CCER-10 CCER-3 CCER-4 CCER-1 USB USB USB USBUSB CCWR-13 13 CCWR-15 15 CCWR-17 171717 CCWR-19 19 19 USB CCWR-21 21 21 21 CCWR-23 23 23 23 CCWR-25 CCWR-27 CCWR-29CCWR-31 CCWR-33 33 CCWR-35 CCWR-3737 37 37 CCWR-39 39 39 39 CCWR-41 41 41 41 CCWR-43 4343 43 CCWR-45 GFI 45 CCWR-47 47 47 47 CCWR-49 49 49 49 CCWR-51 51 CCWR-53 53 53 53 CCWR-55 CCWR-57 57 55 3 TYP 3 TYP CCWR-59 59 3 CCWR-61 4 CCWR-63 5 CCER-5 4 4 4 45 45 5 CCWR-69CCWR-71 71 CCER-55 CCER-17 17 17 CCER-19 CCER-21 21 21 21 21 E42-03 3 CCER-29 29 29 29 CCER-31 31 CCER-33 33 CCER-35 35 35 35 SHELVING 102E BANQUET HALL/ MULTIPURPOSE 134 FAMILY RESTROOM 110 RECEPTION CORRIDOR 102 CCER-37 37 CCER-39 39 CCER-41 41 CCWR-65CCWR-73 CCWR-75 75 CCWR-77 CCWR-79 CCWR-81 81 CCWR-83 CCER-45CCER-43 CCEDP-8,10,12 60A/3PH/208V/F AHU-8 SIGN SIGN CCWR-4 4 7 7 8 SIGN SIGN SIGN CCER-47 47 47 6 LIFT LIFT LIFT CCER-49 CCER-51 CCER-53 CCER-11 CCER-13 CCER-15 55 55 59 USB21 USB CCER-57,59 30A/1PH/208V/F 3#8, 1#10G, 3/4"C CCER-61 61 61 63 63 REFER TO STORAGE POWER PLAN (E42-02) FOR WATER HEATER AND PUMP CIRCUITING. CCWR-12 2 22 3 2 2 EXISTING IT ROOM COORDINATE VFD LOCATION WITH MECHANICAL DRAWINGS FCU-1 FCU-2 CCER-65,67 CCER-69 CCER-69 CONDENSATE PUMP CONDENSATE PUMP TIE TO CONDENSATE PUMP CCER-69 TIE TO CCEL-5 CCEL-9 CCEL-7 2 2 CCER-2 CCER-63 1 PROVIDE 4 QUAD RECEPTACLES, EACH WITH A DEDICATED 20A CIRCUIT. ALL CIRCUITS SHALL BE ON SAME PHASE. POWER KEYNOTES: 2 PROVIDE PLUGLOAD CONTROLLER INTEGRATED WITH LIGHTING CONTROL SYSTEM TO CONTROL 50% OF RECEPTACLES IN ALL ROOMS AS REQUIRED BY FBC EC/ASHRAE 90-1-2013. 3 IN FLOORBOX PROVIDE TWO DUPLEX RECEPTACLES, ONE ALWAYS ON, ONE CONTROLLED VIA PLUGLOAD CONTROLLER. 4 NOT USED. 5 LUTRON SHADE / BLIND CONTROL PANEL 6 REFER TO KITCHEN POWER PLANS FOR ADDITIONAL REQUIREMENTS AND INFORMATION 7 COORDINATE CONTROL LOCATIONS AND DEVICES WITH ARCHITECT AND VENDOR 8 PROVIDE MYERS INVERTER 5.0 KVA WITH 208V/3PH 20A INPUT BREAKER AND SIX 20A 120V OUTPUT BREAKERS. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :4 4 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E10-02 LEVEL 01 -ELECTRICAL POWER PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 LEVEL 01 - Power - Community Center Area NO.ISSUE DATE PERMIT SET 12.06.2018 GF I G F I GFIGFI GFIGFI GFIGFI GFIGFI FDFD FD K L M 1 1.2 30A/2P208V/F/NEMA 4XSS CU-5A PNL "A"-34,36 PNL "A"-35 CU-2 PNL "A"-30,32 3#8, 1#10 G IN 3/4"C WP F G H I J K L 2.2 3 4 67 CCWDP-1,3,5 60A/3PH/208V/F/NEMA 4XSS 200A/3PH/208V/F/ NEMA 4XSS 200A/3PH/ 208V/F/ NEMA 4XSS CCWDP-2,4,6 100A/3PH/208V/F/NE MA 4XSS60A/3PH/208V/F/NEMA 4XSS 1 60A/3PH/208V/F/NEMA 4XSS CCWDP-7,9,11 60A/3PH/208V/F/NEMA 4XSS CCWDP-8,10,12 CCEDP-1,3,5 60A/3PH/208V/F/NEMA 4XSS CCEDP-7,9,11 CCEDP-13,15 30A/1PH/208V/F/NEMA 4XSS RTU-5 RTU-4 EF-2 RTU-6 RTU-7RTU-3 RTU-2RTU-1 67 CU-8 CCER-7 7 CU-5B CCWDP-14,16 30A/1PH/208V/F/NE MA 4XSS CCWDP-13,15,17 CCEDP-14,16 30A/1PH/208V/F/NEMA 4XSS 3#8, 1#10G, 3/4"C 3#1, 1#8G, 1-1/2"C 3#8, 1#10G, 3/4"C 3#6, 1#8G, 1"C 3#10, 1#10G, 3/4"C 3#8, 1#10G, 3/4"C 3#2/0, 1#6G, 2"C 3#2/0, 1#6G, 2"C 3#8, 1#10G, 3/4"C CU-1 3#10, 1#10G, 3/4"C COORDINATE VFDS LOCATIONS WITH MECHANICAL DRAWINGS FIELD COORDINATE EXACT DISCONNECT LOCATION (TYPICAL) WP WP WP WP EF-1 1 30A/1P/120V/F/NEMA 4XSS 30A/3P/208V/F/NEMA 4XSS KEF-1 CCWDP-22,24,26 CCWR-10 CCWR-67 1 1 1 2 CCEDP-2,4,6 1 12 2 2 2 1 PROVIDE RECEPTACLES WITHIN 25FT OF ALL MECHANICAL EQUIPMENT ON THE ROOF. CONNECT ANY ADDITIONAL THAT MAY BE REQUIRED TO THIS CIRCUIT. POWER KEYNOTES: 2 MOUNT DISCONNECTS TO ENSURE NEC REQUIRED CLEARANCES ARE MET, TYPICAL. COORDINATE LOCATIONS OF VFDS WITH VENDORS. 1 H I J K L 2 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 /1 5 /2 0 1 9 2 :2 0 :3 0 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _g s e i l e r A 6 Y M L .r v t E11-01 LEVEL 02 -ELECTRICAL POWER PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 LEVEL 02 - Power - Elevator Area 1/8" = 1'-0"2 LEVEL 02 - Power - Parapet AREA 1/8" = 1'-0"3 LEVEL 04 - Power NO.ISSUE DATE PERMIT SET 12.06.2018 1 Revision 1 01.09.2019 1 2 J J GFIGFI J J M F1 - 1 2 F1 - 1 2 K 1 1.2 KIOSK OFFICE 131 KIOSK 130 PNL "A" FCU-5A PLUM REFER TO KEC PLANS AND ARCHITECTURAL PLANS FOR EXACT LOCATIONS. (TYPICAL) PNL "A"-21 21 21 23 23 23 USB PNL "A"-31 29 PNL "A"-40,42 SIGN PNL "A"-39 AC PNL "A"-38 33 PNL "A"-23 USB PNL "A"-29 PNL "A"-33 E42-03 1 Sim PNL "A"-41 CONDENSATE PUMP K 1 1.2 KIOSK 130 KIOSK OFFICE 131 F-18 F-18 F-18 F10 F10 F10 F10 F-19 F-19 1 37 37 1 37 1 37 1 37 E E E E X X E E PNL "A"-37 a a a a a c b b 1 1 1 CCLSI-1 TIE TO c a a CCLSI-1 TIE TO CCLSI-1 TIE TO b c c 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :4 7 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E42-01 ENLARGED KIOSK POWER & LIGHTING PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0"1 LEVEL 01 - Power - Kiosk Area 1/4" = 1'-0"2 LEVEL 01 - Lighting - Kiosk Area NO.ISSUE DATE PERMIT SET 12.06.2018 DN M M DN C C 3 3 GF I G F I 5 G H 1 1.2 2 STORAGE 136 FCU-5B 30A/1PH/208V/FCCWDP-18,20 CCWR-2 6 6 2 2 CCWR-6 2 CCWDP-19,21,23 100A/3PH/208V/F EWH CCWR-8 RECIRCULATING PUMP 3#1, 1#8, 1-1/2"C CONDENSATE PUMP CCWR-14 G H 1 1.2 2 STORAGE 136 F6 F6 F6 F6 F6 F6 F6 F6 F6F6 E E E CCLSI-1 TIE TO CCWL-22 CCWL-22 CCWL-22 CCWL-22CCLSI-1 CCWL-22CCWL-22 CCWL-22 CCLSI-1 22 1 2222 1 22 22 22 22 1 a a a a aa a a a a J LAUNDRY 135 DRY WASHERCCER-27 CCER-23,25 3#10, 1#10, 3/4"C 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :4 9 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E42-02 ENLARGED STORAGE POWER & LIGHTING PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 LEVEL 01 - Power - Storage Area 1/8" = 1'-0"2 LEVEL 01 - Lighting - Storage Area 1/4" = 1'-0"3 LEVEL 01 - Power - Laundry Area NO.ISSUE DATE PERMIT SET 12.06.2018 E18E19 E20 E22 E23 E24 E3 E3 E3 E25 E26 E21 6 J KITCHEN ELECTRICAL NOTES REFER TO KEC AND ARCHITECTURAL PLANS FOR ALL DIMENSIONS AND ELEVATIONS. FINAL ELECTRICAL CONNECTIONS INCLUDING WIRING FROM POINT-OF CONNECTION ON EQUIPMENT TO BUILDING ELECTRICAL SYSTEM & INTERCONNECTIONS BETWEEN EQUIPMENT COMPONENTS SHALL E PROVIDED BY ELECTRICAL CONTRACTOR. ALL ELECTRICAL MATERIALS, INCLUDING WIRE, CONDUIT, OVERLOAD PROTECTION, MAIN SWITCHES, SAFETY CUT-OUTS, FUSE BOXES, SHUNT-TRIP BREAKERS, DISCONNECT SWITCHES, & CONTROLS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. UTILITIES SHALL BE CONCEALED IN WALLS & STUBBED-OUT OF WALLS. WIRING STUBBED OUT OF FLOOR & RUN EXPOSED ON THE FACE OF THE WALL SHALL NOT BE ACCEPTABLE. ELECTRICAL COMPONENTS, INCLUDING MAIN SWITCHES, FUSE BOXES, TERMINAL PANELS, DISCONNECT SWITCHES CONDUIT & CONNECTIONS SHALL NOT INTERFERE IN ANY WAY W/THE OPERATION OF ITEMS OF FOODSERVICE EQUIPMENT. AMPERAGES INDICATED PER TOTAL FOR EACH UNIT & NOT IN ADDITION TO ANY HP &/OR KW RATINGS SHOWN. WHERE CALLED FOR, KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH CORDS & PLUGS FOR INSTALLATION BY ELECTRICAL CONTRACTOR. NEMA NUMBERS SHOWN INDICATE THE CONFIGURATION TO BE PROVIDED FOR THE EQUIPMENT. ANY DIRECT CONNECTIONS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. ALL LIGHT FIXTURES IN FOOD STORAGE, PREPARATION, SERVICE OR DISPLAY FACILITIES, AS WELL AS UTENSIL CLEANING & STORAGE AREAS SHALL HAVE SHIELDING OVER BULBS. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE EXHAUST VENTILATOR ASSEMBLIES COMPLETE W/CONTROL PANEL, WASH-DOWN PANEL, LIGHTS, & FIRE SUPPRESSION SYSTEM. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER TO & INTERCONNECTIONS BETWEEN VENTILATOR, CONTROL PANEL, WASH-DOWN PANEL LIGHTS, EXHAUST & SUPPLY FAN, MAGNETIC STARTERS, & ALL MISCELLANEOUS COMPONENTS. SEE PLAN & VENTILATOR SHOP DRAWINGS FOR ADDITIONAL INFORMATION. FOR VENTILATOR FIRE SUPPRESSION SYSTEM W/ELECTRICALLY HEATED COOKING EQUIPMENT, KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE REMOTE MANUAL PULL STATION, & MICRO-SWITCH. ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL ELECTRICAL CONTRACTORS &/OR SHUNT-TRIP BREAKERS & ALL INTERCONNECTION CONDUIT & WIRING FOR SHUT-OFF OF ALL ELECTRICALLY HEATED COOKING EQUIPMENT. CONTRACTOR FOR SHUNT- TRIP RELAYS SHALL BE ACTIVATED IN CASE OF FIRE BY MICRO-SWITCH AS FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR. FIRE PROTECTION SYSTEM REMOTE CABLE PULL BOX SHALL BE RECESS MOUNTED OCTAGONAL J-BOX & CENTERED @ 48" A.F.F. W/1/2" EMT CONDUIT OUT OF TOP, CONCEALED IN WALL TO 6" ABOVE FINISHED CEILING, BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE EMPTY CONDUIT W/J-BOXES FOR INSTALLATION OF OWNER SUPPLIED CASH REGISTER SYSTEM. VERIFY EXACT REQUIREMENTS W/EQUIPMENT SUPPLIER. REFER TO TECHNOLOGY DRAWINGS FOR MORE INFORMATION. ELECTRICAL RECEPTACLES SHALL BE INSTALLED W/THEIR LONG DIMENSIONS RUN HORIZONTALLY. VERIFY CONNECTION TYPE FOR ALL EQUIPMENT WITH VENDOR PRIOR TO INSTALLATION. CATERING/EXHIBITION KITCHEN & KIOSK ELECTRICAL SCHEDULE NUMBER CONNECTION SERVICE TO ITEM NO.CKT/BKR VOLT PHASE LOCATION A.F.F.REMARKS E1 DUPLEX 5-20 ROLL-IN REFRIGERATOR 7 20 A 120 1 WALL 86" - E2 NEMA 6-20 ROLL-IN HEATED CABINET 9 20 A 208 1 WALL 86" E.C. TO BRANCH TO CONNECTION AS REQUIRED E3 CONVENIENCE OUTLET -20 A 120 1 WALL 50" - E4 UNDERCOUNTER REFRIGERATOR 25 20 A 120 1 FLOOR STUB - E5 INDUCTION RANGE 26 50 A 208 1 FLOOR STUB - E6 UNDERCOUNTER FREEZER 27 20 A 120 1 FLOOR STUB - E7 JB/DUPLEX CONVENIENCE OUTLET -20 A 120 1 FLOOR STUB E.C. TO BRANCH TO DUPLEX OUTLET MOUNTED ON COOK'S COUNTER E8 REFRIGERATOR 32 20 A 120 1 WALL 86" - E9 JUNCT. BOX EXHAUST VENTILATOR LIGHTS 33 20 A 120 1 FA CLG E.C. TO BRANCH TO CONNECTION AS REQUIRED E10 JUNCT. BOX FIRE SUPPRESSION SYSTEM 34 20 A 120 1 FA CLG E.C. TO BRANCH TO CONNECTION AS REQUIRED E11 NEMA 6-20 COMBI OVEN 36 20 A 208 1 WALL 18" E12 NEMA 15-20 PIZZA OVEN 39 20 A 208 3 WALL 18" E.C. TO BRANCH TO CONN AS REQD. PROVIDE SHUNT TRIP BREAKER TIED TO FIRE SUPR. SYS E13 6 BURNER RANGE W/CONVECTION OVEN 41 20 A 120 1 WALL 18" E14 RAISED RAIL REFRIGERATOR 47 20 A 120 1 WALL 18" - E15 NEMA 6-30 UNDERCOUNTER DISHMACHINE 51 30 A 208 1 WALL 18" - E16 TRASH COMPACTOR 53 20 A 120 1 WALL 18" - E17 CUBE ICE MAKER 57 20 A 120 1 WALL 76" - E18 DROP-IN DRY STORAGE CASE LIGHT K2 20 A 120 1 WALL 18" - E19 -REFER TO TECH DRAWINGS FOR DATA PROVISIONS ---- --E.C. TO VERIFY REQUIREMENTS & LOCATIONS W/OWNER/OPERATOR EDP/POS PLANS E20 EDP/POS REGISTER K4 20 A 120 1 WALL 18" E.C. TO VERIFY ELECTRICAL REQUIREMENTS W/OWNER E21 GLASS DISPLAY REFRIGERATOR K6 20 A 120 1 WALL 18" - E22 UNDERCOUNTER ICE MAKER K8 20 A 120 1 WALL 18" - E23 UNDERCOUNTER FREEZER K9 20 A 120 1 WALL 18" - E24 UNDERCOUNTER REFRIGERATOR K11 20 A 120 1 WALL 18" - E25 ESPRESSO MAKER K12 50 A 208 1 WALL 50" - E26 UNDERCOUNTER MICROWAVE OVEN K14 20 A 120 1 WALL 18" - E27 -EMPTY OCTAGON BOX FOR REMOTE PULL STATION ---- WALL 48" PER LOCAL CODES AMPS 15.4 A 14.5 A 16.0 A 7.3 A 32.0 A 7.7 A 16.0 A 5.5 A 10.0 A 20.0 A 15.0 A 12.0 A 6.0 A 13.0 A 18.0 A 16.0 A 11.7 A 1.05 A - 10.0 A 1.7 A 4.8 A 1.3 A 1.3 A 30.0 A 15.0 A - DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 NEMA 6-50 NEMA 6-50 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 DUPLEX 5-20 PROVIDE SHUNT TRIP BREAKER TIED TO FIRE SUPRRESSION SYSTEM. PROVIDE SHUNT TRIP BREAKER TIED TO FIRE SUPRRESSION SYSTEM. NOTE: PROVIDE GFI PROTECTION (BREAKER OR RECEPTACLE) FOR ALL LOCATIONS WITHIN 6FT OF A SINK. --- E28 DUPLEX CONVENIENCE OUTLET -4.0 A 120 1 WALL 18" - E1 E2 E3 E5 E4E6 E7 E3 E8 E9 E10 E11E12E13E14 E15 E27 E27 E27 E17 E16 E3 E3 E28 E28 E28 J J 4 4 5 GF I G F I 6 J 11 J J J J M K 1.2 ICE COF USB FRZ REF PNL "A"-1PNL "A"-25 25 PNL "A"-7 27 PNL "A"-27 PNL "A"-9 PNL "A"-17 PNL "A"-19 MIC PNL "A"-15 PNL "A"-11,13 3#6,1#10G IN 1"C PNL "A"-5 PLUM17 2 2 2 2 PNL "A"-2 J K 2.2 CCKP-45 CCKP TRASH 113 JANITOR 114 CATERING KITCHEN 112 REF CCKP-1 H/C CCKP-3,5 CCKP-7 7 CCKP-9 9 REF CCKP-11CCKP-13,15 FRZ CCKP-17 CCKP-19 REF CCKP-21 CCKP-23 CCKP-25 CCKP-27,29CCKP-31,33,35 CCKP-37CCKP-39 CCKP-2 GAS SOLENOID SHUT OFF VLV FIELD COORDINATE EXACT LOCATION CCKP-41,43 CCKP-47 CCKP-49 CCKP- 49 CCKP-51 GFI 51 GFI CCKP-53 53 55 CCKP-55 GFI GFI 4 4 4 CCKP-4 6 6 6 CCKP-6 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 0 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E42-03 ENLARGED KITCHEN POWER PLANS Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0"1 LEVEL 01 - Kiosk Power Plan 1/4" = 1'-0"3 LEVEL 01 - Kitchen Power Plan NO.ISSUE DATE PERMIT SET 12.06.2018 34 14 FPL APPROVED CT METER EXISTING GROUND BUS 1-1/2" EC 4#250KCMIL, 1#3G IN 3-1/2"C 4#2 ,1#1G #3/0 GROUND 4#250KCMIL, 1#3G IN 3-1/2"C 3P-1200A SERVICE ENTRANCE 65KAIC TWO SETS OF 4 #350KCMIL IN 4"C TWO SETS OF 4 #350KCMIL IN 4"C THREE SETS OF 4 #600KCMIL IN 4"C 1#3_ 0 G TO 3_ 4"C TO (2)5_ 8"x10' GROUND RODS SPACED 6 FEED PART, CWP AND FOUNDATION STEEL 3P-600A S/E RATED 65KAIC 3P-600A S/E RATED 65KAIC CTS DIST PNL "MDP" (1 OF 3) PNL "P" PNL "S" PNL "AC" PNL "F" EXISTING PNL "A" TIME CLOCK (TYPICAL) EXISTING FPL METER 600A (TYP OF 2)TVSS T/C T/C C C (2 OF 3)(3 OF 3) 28 28 1616161616 UTILITY VAULT (FPL) MAIN ELECTRICAL ROOM INTERIOR MAIN ELECTRICAL ROOM EXTERIOR LEVEL 02 LEVEL 01 100 4" 4" 350 400 3 WIRE) WITH GROUND CONDUCTORS (3 PHASE, SYMBOL FEEDER 3#6 & 1#10G. 3#4 & 1#8G. 3#1 & 1#8G. 3#1/0 & 1#6G. 3#1/0 & 1#6G. 3#2/0 & 1#6G. 3#3/0 & 1#6G. 3#4/0 & 1#4G. 3#250 KCMIL & 1#4G. 3#350 KCMIL & 1#4G. 3#500 KCMIL & 1#3G. 3#600 KCMIL & 1#3G. 6#250 KCMIL & 2#2G. 6#350 KCMIL & 2#1G. 1" 1" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2" 2 1/2" 3" 3 1/2" 3 1/2" 2-2 1/2" 2-3" COPPER CONDUCTORS 2-3" 2-3" 3" 3" 2 1/2" 2" 2" 2" 2" 1 1/2" 1 1/4" 1 1/4" 4 WIRE) WITH GROUND CONDUCTORS (3 PHASE,RACEWAY SIZE CONDUIT RACEWAY SIZE CONDUIT NOMINAL AMPERE RATING 60 70 125 150 175 200 225 250 300 500 600 8#350 KCMIL & 2#1G. 8#250 KCMIL & 2#2G. 4#600 KCMIL & 1#3G. 4#500 KCMIL & 1#3G. 4#350 KCMIL & 1#4G. 4#250 KCMIL & 1#4G. 4#4/0 & 1#4G. 4#3/0 & 1#6G. 4#2/0 & 1#6G. 4#1/0 & 1#6G. 4#1/0 & 1#6G. 4#1 & 1#8G. 4#4 & 1#8G. 4#6 & 1#10G. 6#600 KCMIL & 2#1/0G.2-3 1/2" 2-4" 800 8#600 KCMIL & 2#1/0G. 31 32 33 34 35 36 9#400 KCMIL & 3#2/0G. 9#600 KCMIL & 3#3/0G. 12#600 KCMIL & 4#4/0G. 3-3" 3-3 1/2" 4-3 1/2" 4-4" 3-4" 3-3" 1000 1200 1600 16#600 KCMIL & 4#4/0G. 12#600 KCMIL & 3#3/0G. 12#400 KCMIL & 3#2/0G. 20#600 KCMIL & 5#250 KCMIL G. 5-3 1/2" 38 37 15#600 KCMIL & 5#250 KCMIL G. 5-4" 2000 39 40 2500 6-3 1/2"18#600 KCMIL & 6#500 KCMIL G. 41 42 3000 24#600 KCMIL & 8#500 KCMIL G. 6-4"24#600 KCMIL & 6#500 KCMIL G. 8-3 1/2" 32#600 KCMIL & 8#500 KCMIL G.8-4" 43 44 4000 40#600 KCMIL & 10#500 KCMIL G.10-4" 30#600 KCMIL & 10#500 KCMIL G.10-3 1/2" PNL "CCWDP" PNL "CCER" PNL "CCKP" PNL "CCEL" PNL "CCWR" PNL "CCWL" EC SHALL FIELD VERIFY CONDUCTOR SIZE. IF SMALLER THAN SHOWN, PULL NEW FEEDERS. SCOPE OF WORK PNL "CCEDP" 1 1 122 2 POWER RISER DIAGRAM NOTES: 1. REFER TO PANEL SCHEDULES FOR MORE INFORMATION 2. PROVIDE SHUNT TRIP UNITS FOR ALL ELEVATOR MAIN POWER DISCONNECTS 3. GROUND ALL TRANSFORMERS AS INDICATED IN DRY TYPE TRANSFORMER SCHEDULE 4. REFER TO DRY TYPE TRANSFORMER SCHEDULE FOR WIRING AND GROUNDING OF ALL TRANSFORMERS 5. REFER TO GROUNDING DETAIL FOR SERVICE GROUND INFORMATION 6. ALL EMERGENCY, LEGALLY REQUIRED, LIFE SAFETY, & ELEVATOR FEEDERS MUST BE 2HR RATED (EITHER LOCATED IN 2HR RATED ENCLOSURE OR PROVIDE MI CABLE). 7. THE 'H' DISTRIBUTION REQUIRES THE TRANSFORMER TO BE PROVIDED WITH EITHER FACTORY OR FIELD INSTALLED HARMONIC SUPPRESSION FILTER EQUAL TO HARMONIC LIMITED - SYSTEM MAX. 8. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED ABOVE FLOOD LEVEL ELECTRICAL KEYNOTES: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 LEGEND OF FEEDER SIZES 29 30 PROVIDE METERING TO ACHIEVE FBC 6TH ED (ASHRAE 90.1) REQUIREMENTS: METERING OF THE FOLLOWING LOADS: RECEPTACLE, INTERIOR LIGHTING, EXTERIOR LIGHTING, HVAC FOUNTAIN EQUIPMENT ENCLOSURE COMMUNITY CENTER ELEC RM WEST KITCHENCOMMUNITY CENTER ELEC RM EAST CONCESSION STAND REMOVE EXISTING PANELS "R1" AND "R2" AND INSTALL NEW PANELS REUSING EXISTING FEEDERS. CONTRACTOR SHALL VERIFY THAT EXISTING FEEDERS ARE SIZED 600A (TWO SETS OF 350KCMIL) AS INDICATED ON THIS RISER. KK CCER CCEL FA NAC LCP PROVIDE 5KVA EMERGENCY LIGHTING INVERTER. MYERS ILLUMINATOR IE SERIES WITH 6 BREAKER EC SHALL ENSURE 3FT CLEAR IN FRONT OF ALL PANELS AND AS REQUIRED FOR INVERTER SYSTEM. EC SHALL COORDINATE WITH ARCHITECT BEFORE ROUGHING IN WALLS / DOORS OR INSTALLING OR ORDERING ANY EQUIPMENT. ELEC. 118 CCEDP CCER-5 CCER-1 5 LUTRON SHADE/BLIND CONTROL PANEL HH CCWL FA NAC CCWR LCP CCWDP ELECTRICAL 123 CCWR-3 CCWR-1 CCLSI PANELBOARD NAMING CONVENTION KEY CCEL COMUNITY CENTER EAST LIGHTING CC=COMMUNITY CENTER E=EAST, W=WEST, K=KITCHEN L=LIGHTING, R=RECEPTACLES, P=POWER, M=MECHANICAL 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 1 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E50-01 ELECTRICAL RISER DIAGRAM Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0"1 ENLARGED EXISTING MAIN ELECTRICAL ROOM 1/4" = 1'-0"3 ENLARGED NEW ELECTRICAL ROOM EAST 1/4" = 1'-0"2 ENLARGED NEW ELECTRICAL ROOM WEST NO.ISSUE DATE PERMIT SET 12.06.2018 0- 1 0 V LOUNGE 101 b (3) Unspecified wattage of LED 0-10 1 120 V 0- 1 0 V LOUNGE 101 b (2) Unspecified wattage of LED 0-10 2 120 V 0- 1 0 V BANQUET HALL STORAGE 116 a Unspecified wattage of LED 0-10 3 120 V 0- 1 0 V CATERING KITCHEN 112 a Unspecified wattage of LED 0-10 4 120 V 120V QSN-4T16-S Floor 2\A12-01\ELECTRICAL CLOSET - ESN 0-10 V 1 Energi Savr Node 0-10 V and Softswitch 0- 1 0 V RESTROOMS a (1) Unspecified wattage of LED 0-10 1 120 V 0- 1 0 V RESTROOMS a (2) Unspecified wattage of LED 0-10 2 120 V 0- 1 0 V CLASSROOM 111 b Unspecified wattage of LED 0-10 3 120 V 0- 1 0 V CORRIDOR a Unspecified wattage of LED 0-10 4 120 V 120V QSN-4T16-S Floor 2\A12-01\ELECTRICAL CLOSET - ESN 0-10 V 2 Energi Savr Node 0-10 V and Softswitch 0- 1 0 V CLASSROOM 109 a Unspecified wattage of LED 0-10 1 120 V 0- 1 0 V WORKSTATIONS 107 a Unspecified wattage of LED 0-10 2 120 V 0- 1 0 V MEETING ROOM 105 a Unspecified wattage of LED 0-10 3 120 V 0- 1 0 V CONFERENCE ROOM 104 a Unspecified wattage of LED 0-10 4 120 V 120V QSN-4T16-S Floor 2\A12-01\ELECTRICAL CLOSET - ESN 0-10 V 3 Energi Savr Node 0-10 V and Softswitch L3D0-96W24V-U120 V HI-LUME LED® L3D0-96W24V-U120 V HI-LUME LED® L3D0-96W24V-U120 V HI-LUME LED® L3D0-96W24V-U120 V HI-LUME LED® 120/277V C5-BMJ-16A GRX-TVI 120 V To 48 EcoSystem devices (see System Layout or Loop Schedule Reports for details) 120/277V QSN-1ECO-S Floor 2\A12-01\ELECTRICAL CLOSET - ESN Eco 1 EcoSystem Energi Savr Node with 1 EcoSystem Digital Link BANQUET HALL/MULTIPURPOSE 117 b Unspecified wattage of LED EcoSystem 0.1% BANQUET HALL/MULTIPURPOSE 117 a Unspecified wattage of LED EcoSystem 0.1% FITNESS CENTER 108 a Unspecified wattage of LED EcoSystem 0.1% FITNESS CENTER 108 b Unspecified wattage of LED EcoSystem 0.1% 0- 1 0 V FITNESS CENTER 108 a 1 Unspecified wattage of LED 0-10 120V QSPS-10PNL Floor 2\A12-01\ELECTRICAL CLOSET - Power Supply 001 QS Smart Panel QSWS2-5BRLN-BL Floor 2\A12-01\BANQUET HALL/MULTIPURPOSE 117 - Control Station 002 seeTouch QS Non-Insert 5 Button with Raise/Lower Scenes 1-4 + Off with Scene Raise/Lower 1 gang backbox E QSE-CI-NWK-E Floor 2\A12-01\ELECTRICAL CLOSET - Network Interface 001 QS Ethernet & RS232 Control Interface To Ethernet (Not Provided by Lutron) RF QSM2-4W-C Floor 2\A12-01\CLASSROOM 109 - QSM 001 QS Sensor Module wired and wireless inputs LUTRON RF QSM2-4W-C Floor 2\A12-01\FITNESS CENTER 108 - QSM 001 QS Sensor Module wired and wireless inputs LUTRON RF QSM2-4W-C Floor 2\A12-01\WORKSTATIONS 107 - QSM 001 QS Sensor Module wired and wireless inputs LUTRON 0- 1 0 V BREAKROOM 103 a Unspecified wattage of LED 0-10 120V MS-Z101-MN | SC-1-MN Floor 2\A12-01\BREAKROOM 103 - Control Station 001 120- 277 V, 8 A Maestro 0-10 V Dimmer with XCT, PIR occupancy and vacancy sensor, neutral wire required, single-pole/multi-location Toggle On and Off with Raise/Lower with Auto On/Off 1 gang backbox 0- 1 0 V TELEPHONE ROOM 106 a Unspecified wattage of LED 0-10 120V MS-Z101-MN | SC-1-MN Floor 2\A12-01\TELEPHONE ROOM 106 - Control Station 001 120- 277 V, 8 A Maestro 0-10 V Dimmer with XCT, PIR occupancy and vacancy sensor, neutral wire required, single-pole/multi-location Toggle On and Off with Raise/Lower with Auto On/Off 1 gang backbox 120/ 277V MS-Z101-MN | SC-1-MN Floor 2\A12-01\RESTROOMS - Control Station 001 120- 277 V, 8 A Maestro 0-10 V Dimmer with XCT, PIR occupancy and vacancy sensor, neutral wire required, single-pole/multi-location Toggle On and Off with Raise/Lower with Auto On/Off 1 gang backbox 120/ 277V MS-Z101-MN | SC-1-MN Floor 2\A12-01\RESTROOMS - Control Station 002 120- 277 V, 8 A Maestro 0-10 V Dimmer with XCT, PIR occupancy and vacancy sensor, neutral wire required, single-pole/multi-location Toggle On and Off with Raise/Lower with Auto On/Off 1 gang backbox 0- 1 0 V CATERING KITCHEN 112 b Unspecified wattage of LED 0-10 120V MS-Z101-MN | SC-1-MN Floor 2\A12-01\CATERING KITCHEN 112 - Control Station 001 120- 277 V, 8 A Maestro 0-10 V Dimmer with XCT, PIR occupancy and vacancy sensor, neutral wire required, single-pole/multi-location Toggle On and Off with Raise/Lower with Auto On/Off 1 gang backbox 0- 1 0 V CLASSROOM 111 a Unspecified wattage of LED 0-10 120V MS-Z101-MN | SC-1-MN Floor 2\A12-01\CLASSROOM 111 - Control Station 001 120- 277 V, 8 A Maestro 0-10 V Dimmer with XCT, PIR occupancy and vacancy sensor, neutral wire required, single-pole/multi-location Toggle On and Off with Raise/Lower with Auto On/Off 1 gang backbox Q Link 1 QLink 1 QLink 1 Lo o p 1 QLink 1 QLink 1 Q Link 1 To 7 wireless device(s) QLink 1 To 4 wireless device(s) QLink 1 To 7 wireless device(s) QLink 1 FOR MORE INFORMATION CONTACT: MANUEL ABELLO (484) 221-5539 mabello@lutron.com 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 1 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E50-02 LIGHTING CONTROL RISER Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 NOTES ON WIRING QS CONTROL LINK THE QS CONTROL LINK HAS A FREE WIRING TOPOLOGY (DAISY CHAIN, T-TAP, ETC). THE SYSTEM WIRING ILLUSTRATED BY THIS DRAWING HAS BEEN LAID OUT TO ENSURE APPROPRIATE POWER TO EACH DEVICE. IF FOR ANY REASON THE SYSTEM IS TO BE WIRED DIFFERENTLY THAN WHAT IS SHOWN, PLEASE CONFIRM ALL DEVICE POWER REQUIREMENTS ARE MET (PLEASE REFER TO “QS LINK POWER REQUIREMENTS” FOR INDIVIDUAL DEVICE POWER REQUIREMENTS). FOR QS CONTROL WIRE LENGTHS TOTALING LESS THAN 500 FT (153 M), USE LUTRON CABLE GRX-CBL-346S (4 CONDUCTOR NON-PLENUM), OR GRX-PCBL-346S (4 CONDUCTOR PLENUM). OTHERWISE USE 2 #18 AWG (1.0 SQ MM) + 2 #22 AWG (0.5 SQ MM) TWISTED AND SHIELDED OR EQUIVALENT (BELDEN #9461). FOR QS CONTROL WIRE LENGTHS TOTALING UP TO 2,000 FT, USE GRX-CBL-46L (4 CONDUCTOR NON-PLENUM) OR GRX-PCBL-46L (4 CONDUCTOR PLENUM). TOTAL QS CONTROL WIRE LENGTH MUST NOT EXCEED 2,000 FT (600 M). ECOSYSTEM BUS/LOOP* THIS IS A TOPOLOGY-FREE AND POLARITY-FREE WIRING (DAISY-CHAIN, T-TAP, HOME-RUN ETC.). KEEP ALL THE BALLASTS/MODULES IN ONE ROOM ON THE SAME LOOP WHENEVER POSSIBLE. ECOSYSTEM LOOPS ARE SHOWN ON THE LIGHTING PLANS. IF THERE IS A DISCREPANCY, AND IF ROOMS ARE WIRED ON A DIFFERENT LOOP THAN THE ONE SHOWN, LUTRON NEEDS TO BE NOTIFIED AS THIS INFORMATION IS IMPORTANT FOR PROGRAMMING THE SYSTEM. USE LUTRON CABLE C-CBL-216-GR1 (2 #16 CONDUCTOR NON-PLENUM) OR C-PCBL-216-CL-1 (2 #16 CONDUCTOR PLENUM RATED). OTHERWISE USE 2 #16 AWG (1.5 SQ MM) BY OTHERS. LOOP LENGTH IS LIMITED BY THE WIRE GAUGE USED FOR E1 AND E2 AS FOLLOWS: WIRE GAUGE MAX LOOP LENGTH #18 AWG (1.0 SQ MM) #16 AWG (1.5 SQ MM) #14 AWG (2.5 SQ MM) #12 AWG (4 SQ MM) 550 FT (167M) 900 FT (274M) 1,400 FT (426 M) 2,200 FT (670M) NOTES FOR LED APPLICATIONS FOR ANY FORWARD/REVERSE PHASE, 3-WIRE, 0-10 V AND SWITCHING LED DRIVERS, PLEASE VERIFY THE NUMBER OF DRIVERS SUPPORTED ON EACH DEVICE. FOR MORE INFORMATION, PLEASE VISIT LUTRON’S LED CENTER OF EXCELLENCE (WWW.LUTRON.COM/LEDS). QS LINK POWER REQUIREMENTS DEVICE PDUS QS DEVICES THAT SUPPLY PDU DIN RAIL POWER SUPPLY +75 MYROOM DIN RAIL POWER SUPPLY +30 QS PLUG-IN POWER SUPPLY, QS J-BOX POWER SUPPLY +8 ENERGI SAVR NODE WITH ECOSYSTEM, ENERGI SAVR NODE WITH DALI, ENERGI SAVR NODE WITH T-SERIES TUNABLE-WHITE +30 ENERGI SAVR NODE FOR 0–10 V, ENERGI SAVR NODE WITH SOFTSWITCH, ENERGI SAVR NODE FOR 0–10 V (DIN RAIL), ENERGI SAVR NODE WITH SOFTSWITCH (DIN RAIL) +14 ENERGI SAVR NODE PHASE ADAPTIVE (DIN RAIL), 1 A MYROOM DIN RAIL POWER MODULE SWITCHING, 1 A MYROOM DIN RAIL POWER MODULE PHASE ADAPTIVE +4 ENERGI SAVR NODE WITH DALI (DIN RAIL), ENERGI SAVR NODE WITH ECOSYSTEM (DIN RAIL)+3 QS MOTOR GROUP CONTROLLER (DIN RAIL), HOMEWORKS QS DIN RAIL POWER MODULES 0 GRAFIK EYE QS (ALL MODELS EXCEPT GRAFIK EYE QS DALI WITH KNX), QS TIMECLOCK +3 QP2 QUANTUM LIGHTING HUB LINK A : 0 LINKS B,C,D : +33 EACH QP3 QUANTUM LIGHTING HUB LINKS A,B : +33 EACH QS DEVICES THAT CONSUME PDU QS WALLSTATION (SEETOUCH, ARCHITRAVE, SIGNATURE SERIES, QS PICO, KEYSWITCH, SINGLE COLUMN PALLADIOM), QS SLIDER, GRAFIK T SLIDER, QS INFRARED (IR) EYE, WALLBOX INPUT CLOSURE INTERFACE -1 QS NETWORK INTERFACE, QS DMX INTERFACE, ENERGI SAVR NODE PROGRAMMING INTERFACE, QS WALLSTATION (DOUBLE COLUMN PALLADIOM) -2 QS SENSOR MODULE (QSM), NOT INCLUDING ATTACHED WIRED SENSORS (SEE SECTION BELOW FOR MORE INFORMATION), QS CONTACT CLOSURE INTERFACE, PALLADIOM ROOM THERMOSTAT -3 GUESTROOM CONTROL UNIT -8 SENSORS & DEVICES THAT CONSUME PDUS WHEN WIRED TO A QSM LUTRON DAYLIGHT SENSOR, LUTRON INFRARED (IR) RECEIVER, PICO WIRED CONTROLLER -0.5 ECOSYSTEM WALLSTATION -1 LOS C SERIES OCCUPANCY SENSOR, HIGH BAY OCCUPANCY SENSOR -2 ONSITE PRE-WIRE VISIT (LSC-PREWIRE) AN ONSITE VISIT WITH THE ELECTRICAL CONTRACTOR TO DISCUSS LOGISTICAL CONSTRUCTION CONSIDERATIONS INCLUDING THE WIRING AND MOUNTING OF SYSTEM DEVICES, THE CONSTRUCTION SCHEDULE, AND LUTRON DOCUMENTATION. QUANTITY DICTATES THE NUMBER OF VISITS PURCHASED. SYSTEM & NETWORK INTEGRATION CONSULTATION (LSC-INT-VISIT) A CONSULTATIVE VISIT WITH THIRD PARTY INTEGRATORS TO CONFIRM THE SPECIFIED SEQUENCE OF OPERATION AND DISCUSS INTEGRATION PROCEDURES NEEDED IN ORDER TO INTEGRATE WITH THE LUTRON EQUIPMENT. THIS MAY INCLUDE ANY OF THE FOLLOWING THIRD PARTY SYSTEMS: BMS, BAS, IT, NON-LUTRON SHADES, BACNET, AV, OR ENERGY DASHBOARDS. SENSOR LAYOUT & TUNING (LSC-SENS-LT) LUTRON WILL TAKE RESPONSIBILITY FOR LUTRON-PROVIDED SENSOR PLACEMENT AND PERFORMANCE BY CREATING SENSOR LAYOUTS AND COORDINATING SENSOR PLACEMENT BEFORE AND AFTER INSTALLATION. ONCE THE BUILDING IS OCCUPIED, LUTRON WILL RETURN UP TO TWO TIMES TO PERFORM SENSOR FINE-TUNING. AFTER HOURS STARTUP (LSC-AH-SU) STARTUP PROVIDED BETWEEN THE HOURS OF 5:00PM – 7:00AM, MONDAY - FRIDAY. THIS SCOPE OF WORK DOES NOT INCLUDE HOLIDAY OR WEEKEND WORK. ADDITIONAL FEES MAY APPLY FOR WORK TO BE COMPLETED ON WEEKENDS (FRIDAY 5:00PM – MONDAY 7:00AM). ONSITE SCENE & LEVEL TUNING (LSC-AF-VISIT) AN ONSITE VISIT WITH THE SPECIFIER OR CUSTOMER REPRESENTATIVE TO REVIEW THE DESIGN INTENT, FINE-TUNE THE SCENE LEVEL PROGRAMMING, AND MAKE ADJUSTMENTS TO TIMECLOCKS. ONSITE PERFORMANCE-VERIFIC ATION WALKTHROUGH (LSC-WALK) AN ONSITE WALKTHROUGH WITH FACILITY REPRESENTATIVES OR PROJECT COMMISSIONING AGENTS TO DEMONSTRATE THAT THE SYSTEM FUNCTIONALITY MEETS THE DESIGN INTENT. THIS MAY INCLUDE ANY OF THE FOLLOWING ONSITE ACTIVITIES – CONSULTATION/TRAINING DEMOS, FUNCTIONAL TESTING ASSISTANCE, OR INVENTORY OF LUTRON EQUIPMENT. SYSTEM PERFORMANCE-VERIFIC ATION DOCUMENTATION (LSC-SPV-DOC) COMPLETION OF DOCUMENTATION WHICH PROVIDES PERFORMANCE VERIFICATION CERTIFYING THE LUTRON EQUIPMENT HAS BEEN THOROUGHLY TESTED. IT SUPPORTS THE DOCUMENTATION REQUIREMENTS OF MANY BUILDING STANDARDS. TITLE 24 ACCEPTANCE TEST VISIT (LSC-SPV-DOC-T24) ACCEPTANCE TESTING BY A LUTRON CERTIFIED LIGHTING CONTROL ACCEPTANCE TEST TECHNICIAN (CLCATT) TO FULFILL THE REQUIRED TITLE 24 INTERIOR LIGHTING CONTROL TESTS. CUSTOMER-SITE SOLUTION TRAINING (LSC-TRAINING-SP) A VISIT TO TEACH SYSTEM USERS HOW TO OPERATE AND MAINTAIN THE LIGHTING CONTROL SYSTEM. SYSTEM OPTIMIZATION (LSC-SYSOPT-SP) AN ONSITE CONSULTATIVE VISIT TO IDENTIFY AND IMPLEMENT LIGHTING CONTROL ADJUSTMENTS TO SAVE ADDITIONAL ENERGY AND CREATE A MORE PRODUCTIVE WORK ENVIRONMENT. ENHANCED SILVER (LSC-E8S) YEARS 1-2 - 100% REPLACEMENT PARTS AND 100% LUTRON DIAGNOSTIC LABOR COVERAGE WITH A FIRST-AVAILABLE RESPONSE TIME; YEARS 3-5 - 50% PARTS ONLY COVERAGE; YEARS 6-8 - 25% PARTS ONLY COVERAGE. ENHANCED GOLD (LSC-E8G) YEARS 1-2 - 100% REPLACEMENT PARTS AND 100% LUTRON DIAGNOSTIC LABOR COVERAGE WITH A 72-HOUR RESPONSE TIME AND AN ANNUAL (1-DAY) SCHEDULED PREVENTIVE MAINTENANCE VISIT; YEARS 3-5 - 50% PARTS ONLY COVERAGE; YEARS 6-8 - 25% PARTS ONLY COVERAGE. ENHANCED PLATINUM (LSC-E8P) YEARS 1-2 - 100% REPLACEMENT PARTS AND 100% LUTRON DIAGNOSTIC LABOR COVERAGE WITH A 24-HOUR RESPONSE TIME AND AN ANNUAL (1-DAY) SCHEDULED PREVENTIVE MAINTENANCE VISIT; YEARS 3-5 - 50% PARTS ONLY COVERAGE; YEARS 6-8 - 25% PARTS ONLY COVERAGE. SILVER TECHNOLOGY SUPPORT PLAN (LSC-SILV-IW) AN ANNUAL SERVICE PLAN THAT COVERS 100% REPLACEMENT PARTS AND 100% LUTRON DIAGNOSTIC LABOR WITH A FIRST-AVAILABLE ONSITE OR REMOTE RESPONSE TIME. GOLD TECHNOLOGY SUPPORT PLAN (LSC-GOLD-IW) AN ANNUAL SERVICE PLAN THAT COVERS 100% REPLACEMENT PARTS AND 100% LUTRON LABOR WITH A 72-HOUR ONSITE OR REMOTE RESPONSE TIME. ALSO INCLUDES AN ANNUAL (1-DAY) SCHEDULED PREVENTIVE MAINTENANCE VISIT EACH YEAR. PLATINUM TECHNOLOGY SUPPORT PLAN (LSC-PLAT-IW) AN ANNUAL SERVICE PLAN THAT COVERS 100% REPLACEMENT PARTS AND 100% LUTRON DIAGNOSTIC LABOR WITH A 24-HOUR ONSITE OR REMOTE RESPONSE TIME. ALSO INCLUDES AN ANNUAL (1-DAY) SCHEDULED PREVENTIVE MAINTENANCE VISIT EACH YEAR. PREVENTIVE MAINTENANCE VISIT(S) (LSC-SCH-MAINT) SCHEDULED MAINTENANCE VISIT TO PERFORM PREVENTIVE MAINTENANCE, MINOR PROGRAMMING, AND CONDUCT SYSTEM TRAININGS. QUANTITY IS IN ADDITION TO ANY YEARLY VISITS SPECIFIED WITH AN ENHANCED WARRANTY OR TECHNOLOGY SUPPORT PLAN. LUTRON SERVICES QTY SERVICE TITLE (MODEL NUMBER)SERVICE DESCRIPTION THE QUANTITY OF SERVICES BELOW ARE TO BE INCLUDED AS PART OF THIS PROJECT'S SCOPE OF WORK AND SPECIFIED INTO THE WRITTEN SPEC DOCUMENTS PRE-STARTUP SERVICES STARTUP SUPPORT SERVICES (THESE SERVICES ARE ADDITIONAL TO YOUR SPECIFIED STARTUP BASED ON YOUR REQUIREMENTS) POST-STARTUP SERVICES MAINTENANCE & SUPPORT SERVICES 1 COMMERCIAL SYSTEMS 2-YEAR LIMITED WARRANTY (LSC-B2) A 2-YEAR SYSTEM WARRANTY PROVIDING 100% REPLACEMENT PARTS AND 100% LUTRON DIAGNOSTIC LABOR COVERAGE WITH A FIRST-AVAILABLE RESPONSE TIME. PLEASE GO TO WWW.LUTRON.COM/SERVICES FOR FURTHER INFORMATION. FOR MORE INFORMATION CONTACT: MANUEL ABELLO (484) 221-5539 mabello@lutron.com 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 1 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E50-03 LIGHTING CONTROL RISER 2 Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 E70-01-PANEL SCHEDULES CCWDP CCWR CCWL "A" CCLSINV 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 2 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E70-01 PANEL SCHEDULES Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com TDC x 125%:587 A TOTAL DEMAND CURRENT:469 A TOTAL DEMAND LOAD:169062 VA TOTAL CURRENT:468 A 461 A 445 A TOTAL CONN. CURRENT:456 A TOTAL LOAD:55847 VA 55120 VA 53445 VA TOTAL CONN. LOAD:164412 VA 41 1931... 9240...42 39 1985... 9860...40 37 PANEL CCWL 3 200 A 3727... 8680... 200 A 3 PANEL CCWR 38 35 SPACE -- --0 VA 0 VA -- --SPACE 36 33 SPACE -- --0 VA 0 VA -- --SPACE 34 31 SPACE -- -- 0 VA 0 VA 20 A 1 SPARE 32 29 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 30 27 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 28 25 SPARE 1 20 A 0 VA 1320...26 23 9000... 1320...24 21 9000... 1320... 20 A 3 KEF-1 22 19 ELECTRIC WATER HEATER 3 100 A 9000... 166 VA 20 17 1354... 166 VA 15 A 2 FCU-5B 18 15 1354... 1165...16 13 CU-8 3 175 A 1354... 1165...25 A 2 CU-5B 14 11 4035... 4583...12 9 4035... 4583...10 7 RTU-3 3 50 A 4035... 4583... 60 A 3 RTU-4 8 5 2613... 7013...6 3 2613... 7013...4 1 RTU-1 3 40 A 2613... 7013... 90 A 3 RTU-2 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES:NEW PANEL - REPLACES EXISTING PANEL"R1" PROVIDE DISTRIBUTION PANEL IF NECESSARY TO ACCOMMODATE ALL BREAKERS. AIC RATING:22 K SUPPLY FROM:EXISTING FPL SERVICE MAIN 2 OF 3 MCB FRAME:NA WIRES:4 MOUNTING:Surface MCB TRIP:NA PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:42 MAIN DEVICE:MLO VOLTAGE:120/208V WYE LOCATION:ELECTRICAL 123 MAIN BUS:600 A BRANCH PANEL: CCWDP POWER BRANCH:NORMAL TDC x 125%:78 A TOTAL DEMAND CURRENT:62 A TOTAL DEMAND LOAD:22445 VA TOTAL CURRENT:72 A 83 A 78 A TOTAL CONN. CURRENT:77 A TOTAL LOAD:8680 VA 9860 VA 9240 VA TOTAL CONN. LOAD:27780 VA 83 POWER LOUNGE 128 FURNITURE 1 20 A 360 VA 0 VA 20 A 1 SPARE 84 81 RECEPT. LOUNGE 128 1 20 A 540 VA 0 VA 20 A 1 SPARE 82 79 RECEPT. COFFEE PANTRY 1 20 A 500 VA 0 VA 20 A 1 SPARE 80 77 REFRIG. PANTRY 1 20 A 800 VA 0 VA 20 A 1 SPARE 78 75 RECEPT. PANTRY 1 20 A 360 VA 0 VA 20 A 1 SPARE 76 73 MENS RSTROOM HAND DRYER 1 20 A 500 VA 0 VA 20 A 1 SPARE 74 71 RECEPT. BANQUETTE 1 20 A 360 VA 0 VA 20 A 1 SPARE 72 69 RECEPT. COFFEE BANQUETTE 1 20 A 500 VA 0 VA 20 A 1 SPARE 70 67 RECEPT. RTU 1,2,3,4 1 20 A 360 VA 0 VA 20 A 1 SPARE 68 65 WOMENS RSTROOM HAND DRYER 1 20 A 500 VA 0 VA 20 A 1 SPARE 66 63 PROJECTOR - FITNESS CTR 1 20 A 1500... 0 VA 20 A 1 SPARE 64 61 PROJECTOR SCREEN - FITNESS CTR 1 20 A 800 VA 0 VA 20 A 1 SPARE 62 59 RECEPTACLE - FITNESS CTR 1 20 A 720 VA 0 VA 20 A 1 SPARE 60 57 F/B RECEPT - C/R 109 1 20 A 720 VA 0 VA 20 A 1 SPARE 58 55 F/B RECEPT - C/R 109 1 20 A 720 VA 0 VA 20 A 1 SPARE 56 53 RECEPTACLE - C/R 109 1 20 A 720 VA 0 VA 20 A 1 SPARE 54 51 RECEPTACLE - JANITOR, TRASH 1 20 A 360 VA 0 VA 20 A 1 SPARE 52 49 LOUNGE ALCOVE RECEPT, TVs 1 20 A 720 VA 0 VA 20 A 1 SPARE 50 47 WOMENS RESTROOM 1 20 A 360 VA 0 VA 20 A 1 SPARE 48 45 MEN'S RESTROOM 1 20 A 360 VA 0 VA 20 A 1 SPARE 46 43 RECEPTACLE - BACK CORRIDOR 1 20 A 720 VA 0 VA 20 A 1 SPARE 44 41 RECEPT. CONF RM 1 20 A 900 VA 0 VA 20 A 1 SPARE 42 39 RECEPTACLE - T/R, M/R 1 20 A 720 VA 0 VA 20 A 1 SPARE 40 37 RECEPT, TV, MEETING RM 105 1 20 A 900 VA 0 VA 20 A 1 SPARE 38 35 RECEPTACLE - DW BREAKROOM 1 20 A 180 VA 0 VA 20 A 1 SPARE 36 33 RECEPT. BKRM - C/T, U/C 1 20 A 360 VA 0 VA 20 A 1 SPARE 34 31 RECEPTACLE - MICROWAVE... 1 20 A 180 VA 0 VA 20 A 1 SPARE 32 29 ICE MAKER BREAKROOM 1 20 A 1200... 0 VA 20 A 1 SPARE 30 27 REF BREAKROOM 1 20 A 1000... 0 VA 20 A 1 SPARE 28 25 REF BREAKROOM 1 20 A 1000... 0 VA 20 A 1 SPARE 26 23 RECEPTACLE - W/Ss 1 20 A 720 VA 0 VA 20 A 1 SPARE 24 21 RECEPTACLE - W/Ss 1 20 A 720 VA 0 VA 20 A 1 SPARE 22 19 RECEPTACLE - W/Ss, TV 1 20 A 540 VA 0 VA 20 A 1 SPARE 20 17 RECEPTACLE - W/Ss 1 20 A 720 VA 0 VA 20 A 1 SPARE 18 15 POWER WEST LOUNGE 1 20 A 0 VA 0 VA 20 A 1 SPARE 16 13 POWER WEST LOUNGE 1 20 A 180 VA 100 VA 20 A 1 CONDENSATE PUMP 14 11 RECEPTACLE - REC DESK AREA 1 20 A 360 VA 500 VA 20 A 1 CORRIDOR 121 DRINKING FOUNTAINS 12 9 RECEPTACLE - REC DESK 1 20 A 720 VA 700 VA 15 A 1 EF-1 10 7 RECEPTACLE - LOBBY, TV 1 20 A 360 VA 200 VA 20 A 1 RECIRCULATING PUMP 8 5 ACCESS CONTROL TURNSTILE 1 20 A 300 VA 540 VA 20 A 1 RECEPT. STORAGE 136 6 3 FA NAC PANEL 1 20 A 500 VA 800 VA 20 A 1 POWER WEST SIGNS 4 1 RECEPTACLE - ELEC RM 1 20 A 180 VA 720 VA 20 A 1 RECEPT. STORAGE 136 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES: AIC RATING:22 K SUPPLY FROM:CCWDP MCB FRAME:NA WIRES:4 MOUNTING:Surface MCB TRIP:NA PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:84 MAIN DEVICE:MLO VOLTAGE:120/208V WYE LOCATION:ELECTRICAL 123 MAIN BUS:200 A BRANCH PANEL: CCWR POWER BRANCH:NORMAL TDC x 125%:27 A TOTAL DEMAND CURRENT:21 A TOTAL DEMAND LOAD:7642 VA TOTAL CURRENT:31 A 17 A 16 A TOTAL CONN. CURRENT:21 A TOTAL LOAD:3727 VA 1985 VA 1931 VA TOTAL CONN. LOAD:7642 VA 41 898 VA 0 VA 20 A 1 SPARE 42 39 668 VA 0 VA 20 A 1 SPARE 40 37 LIFE SAFETY INVERTER 3 20 A 2513... 0 VA 20 A 1 SPARE 38 35 SPARE 1 20 A 0 VA 213 VA 20 A 1 LIGHTING MECH, STORAGE 36 33 SPARE 1 20 A 0 VA 97 VA 20 A 1 LIGHTING MENS RESTROOM 34 31 SPARE 1 20 A 0 VA 266 VA 20 A 1 LIGHTING FITNESS CENTER 108 32 29 SPARE 1 20 A 0 VA 368 VA 20 A 1 LIGHTING CORRIDORS 30 27 SPARE 1 20 A 0 VA 520 VA 20 A 1 LIGHTING COVE PERIMETER W 28 25 SPARE 1 20 A 0 VA 540 VA 20 A 1 LIGHTING COVE PERIMETER S 26 23 SPARE 1 20 A 0 VA 147 VA 20 A 1 LIGHTING WOMENS RESTROOM 24 21 SPARE 1 20 A 0 VA 455 VA 20 A 1 LIGHTING STORAGE 136 22 19 SPARE 1 20 A 0 VA 0 VA 20 A 1 LIGHTING FITNESS CENTER 108 20 17 SPARE 1 20 A 0 VA 72 VA 20 A 1 LIGHTING FITNESS CENTER 108 18 15 SPARE 1 20 A 0 VA 11 VA 20 A 1 LIGHTING TELEPHONE ROOM 106 16 13 SPARE 1 20 A 0 VA 140 VA 20 A 1 LIGHTING BREAKROOM 103 14 11 SPARE 1 20 A 0 VA 192 VA 20 A 1 LIGHTING WORKSTATIONS 107 12 9 SPARE 1 20 A 0 VA 163 VA 20 A 1 LIGHTING MEETING ROOM 105 10 7 SPARE 1 20 A 0 VA 96 VA 20 A 1 LIGHTING CONFERENCE ROOM 104 8 5 SPARE 1 20 A 0 VA 50 VA 20 A 1 LIGHTING LOUNGE 101 6 3 SPARE 1 20 A 0 VA 72 VA 20 A 1 LIGHTING LOUNGE 101 4 1 SPARE 1 20 A 0 VA 177 VA 20 A 1 LIGHTING LOBBY, CORRIDOR, LOUNG... 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES: AIC RATING:22 K SUPPLY FROM:CCWDP MCB FRAME:NA WIRES:4 MOUNTING:Surface MCB TRIP:NA PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:42 MAIN DEVICE:MLO VOLTAGE:120/208V WYE LOCATION:ELECTRICAL 123 MAIN BUS:200 A BRANCH PANEL: CCWL POWER BRANCH:NORMAL TDC x 125%:77 A TOTAL DEMAND CURRENT:62 A TOTAL DEMAND LOAD:22317 VA TOTAL CURRENT:80 A 46 A 75 A TOTAL CONN. CURRENT:64 A TOTAL LOAD:9166 VA 5460 VA 8534 VA TOTAL CONN. LOAD:23160 VA 41 RECIRCULATING PUMP 1 20 A 100 VA 100 VA 42 39 DOOR SIGN 1 20 A 500 VA 100 VA 15 A 2 FCU-5A 40 37 LIGHTING KIOSK 1 20 A 190 VA 400 VA 20 A 1 AIR CURTAIN 38 35 RECEPT. ELEVATOR AREA 1 20 A 180 VA 1000...36 33 RECEPTACLE - KIOSK WALL 1 20 A 360 VA 1000...15 A 2 CU-5A 34 31 POWER - DISPLAY LTS 1 20 A 600 VA 2080...32 29 RECEPTACLE - CTR, SINK J-BOX 1 20 A 480 VA 2080...30 A 2 CU-2 30 27 RECEPTACLE - CTR REC 1 20 A 360 VA 0 VA 20 A 1 SPARE 28 25 RECEPTACLE - KIOSK POS DESK 1 20 A 360 VA 0 VA 20 A 1 SPARE 26 23 RECEPTACLE - KIOSK OFFICE DESK 1 20 A 720 VA 0 VA 20 A 1 SPARE 24 21 RECEPTACLE - KIOSK OFFICE 1 20 A 540 VA 0 VA 20 A 1 SPARE 22 19 E21 - RECEPT - GLASS DR REFR 1 20 A 800 VA 0 VA 20 A 1 SPARE 20 17 RECEPT - KIOSK C/T RECEPT 1 20 A 180 VA 0 VA 20 A 1 SPARE 18 15 E26 - U/C MICROWAVE 1 20 A 1800... 0 VA 20 A 1 SPARE 16 13 3120... 0 VA 20 A 1 SPARE 14 11 E25 - RECEPT - ESPRESSO MACH 2 50 A 3120... 0 VA 20 A 1 SPARE 12 9 E24 - RECEPT - U/C REF 1 20 A 800 VA 0 VA 20 A 1 SPARE 10 7 E23 - RECEPT - U/C FRZ 1 20 A 800 VA 0 VA 20 A 1 SPARE 8 5 E22 - RECEPT - ICE MAKER 1 20 A 574 VA 0 VA 20 A 1 SPARE 6 3 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 4 1 E18 - RECEPT - DROP-IN DRY STR... 1 20 A 100 VA 720 VA 20 A 1 CONVENIENCE RECEPTACLE 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES:EXISTING PANEL AIC RATING:22 K SUPPLY FROM:MCB FRAME:225 WIRES:4 MOUNTING:Surface MCB TRIP:200 PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:42 MAIN DEVICE:MCB VOLTAGE:120/208V WYE LOCATION:KIOSK OFFICE 131 MAIN BUS:225 A BRANCH PANEL: PNL "A" POWER BRANCH:NORMAL TDC x 125%:14 A TOTAL DEMAND CURRENT:11 A TOTAL DEMAND LOAD:4079 VA TOTAL CURRENT:21 A 6 A 8 A TOTAL CONN. CURRENT:11 A TOTAL LOAD:2513 VA 668 VA 898 VA TOTAL CONN. LOAD:4079 VA 7 LIGHTING RECEPTION, CORRIDORS 1 20 A 798 VA 595 VA 20 A 1 LIGHTING CLASSROOM, KITCHEN, JA... 8 5 LIGHTING FIT. CENTER, OFFICES,... 1 20 A 243 VA 658 VA 20 A 1 LIGHTING CORRIDORS 6 3 LIGHTING RESTROOMS, ELEC, AV 1 20 A 368 VA 300 VA 20 A 1 LIGHTING BANQUET HALL 4 1 LIGHTING KIOSK 1 20 A 321 VA 800 VA 20 A 1 LIGHTING EAST 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES:BREAKERS IN THIS SCHEDULE ARE TO BE PROVIDED WITH LIFE SAFETY INVERTER (NOT AS A SEPARATE PANEL). # BREAKERS:8 SUPPLY FROM:INVERTER MAIN DEVICE:MLO VOLTAGE:120/208V WYE LOCATION:ELECTRICAL 123 MAIN BUS:125 A INVERTER BREAKER SCHEDULE: CCLSI POWER BRANCH: LIFE SAFETY (FROM INVERTER) NOTE: LIGHTING LOADS AND CIRCUITS MUST BE COORDINATED WITH LIGHTING CONTROL SYSTEM VENDOR. NO.ISSUE DATE PERMIT SET 12.06.2018 E70-02-PANEL SCHEDULES CCEDP CCER CCEL CCKP 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 3 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E70-02 PANEL SCHEDULES Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com TDC x 125%:772 A TOTAL DEMAND CURRENT:617 A TOTAL DEMAND LOAD:222381 VA TOTAL CURRENT:651 A 603 A 571 A TOTAL CONN. CURRENT:605 A TOTAL LOAD:77584 VA 71829 VA 68522 VA TOTAL CONN. LOAD:217934 VA 41 7780... 225 VA 42 39 7540... 1260...40 37 CCER 3 200 A 1230... 1604... 200 A 3 CCEL 38 35 SPARE 1 20 A 0 VA 1168...36 33 SPARE 1 20 A 0 VA 1167...34 31 SPARE 1 20 A 0 VA 1232... 200 A 3 CCKP 32 29 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 30 27 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 28 25 0 VA 0 VA 20 A 1 SPARE 26 23 SPARE 2 20 A 0 VA 0 VA 20 A 1 SPARE 24 21 0 VA 0 VA 20 A 1 SPARE 22 19 0 VA 0 VA 20 A 1 SPARE 20 17 SPARE 3 20 A 0 VA 0 VA 20 A 1 SPARE 18 15 1435... 1082...16 13 EF-2 2 30 A 1435... 1082...20 A 2 CU-1 14 11 2631... 4080...12 9 2631... 4080...10 7 RTU-7 3 40 A 2631... 4080... 50 A 3 AHU-8 8 5 2882... 1556...6 3 2882... 1556...4 1 RTU-5 3 45 A 2882... 1556... 175 A 3 RTU-6 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES:(FORMERLY EXT PNL "R2") AIC RATING:22 K SUPPLY FROM:EXISTING FPL SERVICE MAIN 3 OF 3 MCB FRAME:NA WIRES:4 MOUNTING:Surface MCB TRIP:NA PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:42 MAIN DEVICE:MLO VOLTAGE:120/208V WYE LOCATION:ELEC. 118 MAIN BUS:600 A BRANCH PANEL: CCEDP POWER BRANCH:NORMAL TDC x 125%:11 A TOTAL DEMAND CURRENT:9 A TOTAL DEMAND LOAD:3086 VA TOTAL CURRENT:15 A 12 A 2 A TOTAL CONN. CURRENT:9 A TOTAL LOAD:1604 VA 1260 VA 225 VA TOTAL CONN. LOAD:3086 VA 41 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 42 39 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 40 37 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 38 35 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 36 33 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 34 31 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 32 29 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 30 27 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 28 25 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 26 23 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 24 21 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 22 19 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 20 17 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 18 15 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 16 13 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 14 11 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 12 9 LIGHTING CONTROL PANEL 1 20 A 100 VA 0 VA 20 A 1 SPARE 10 7 LIGHTING CONTROL PANEL 1 20 A 100 VA 968 VA 20 A 1 LIGHTING COVE PERIMETER E 8 5 LIGHTING CONTROL PANEL 1 20 A 100 VA 128 VA 20 A 1 LIGHTING CLASSROOM 6 3 LIGHTING BANQUET HALL STORAGE 1 20 A 260 VA 900 VA 20 A 1 LIGHTING BANQUET HALL 4 1 LIGHTING CLASSROOM 111 1 20 A 128 VA 414 VA 20 A 1 LIGHTING CATERING KITCHEN 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES: AIC RATING:22 K SUPPLY FROM:CCEDP MCB FRAME:NA WIRES:4 MOUNTING:Surface MCB TRIP:NA PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:42 MAIN DEVICE:MLO VOLTAGE:120/208V WYE LOCATION:ELEC. 118 MAIN BUS:200 A BRANCH PANEL: CCEL POWER BRANCH:NORMAL TDC x 125%:89 A TOTAL DEMAND CURRENT:72 A TOTAL DEMAND LOAD:25760 VA TOTAL CURRENT:103 A 63 A 65 A TOTAL CONN. CURRENT:77 A TOTAL LOAD:12300 VA 7540 VA 7780 VA TOTAL CONN. LOAD:27620 VA 83 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 84 81 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 82 79 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 80 77 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 78 75 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 76 73 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 74 71 SPARE 1 20 A 0 VA 0 VA 20 A 1 SPARE 72 69 CONDENSATE PUMPS 1 20 A 300 VA 0 VA 20 A 1 SPARE 70 67 100 VA 0 VA 20 A 1 SPARE 68 65 FCU-2 2 15 A 100 VA 0 VA 20 A 1 SPARE 66 63 FLOOR BOXES BANQUET HALL 1 20 A 1080... 0 VA 20 A 1 SPARE 64 61 FLOOR BOXES BANQUET HALL 1 20 A 1080... 0 VA 20 A 1 SPARE 62 59 100 VA 0 VA 20 A 1 SPARE 60 57 FCU-1 2 15 A 100 VA 0 VA 20 A 1 SPARE 58 55 MOTORIZED PROJECTOR SCREENS 1 20 A 2400... 0 VA 20 A 1 SPARE 56 53 POWER PROJECTOR LIFT 1 20 A 500 VA 0 VA 20 A 1 SPARE 54 51 POWER PROJECTOR LIFT 1 20 A 500 VA 0 VA 20 A 1 SPARE 52 49 POWER PROJECTOR LIFT 1 20 A 500 VA 0 VA 20 A 1 SPARE 50 47 POWER EAST SIGNS 1 20 A 1200... 0 VA 20 A 1 SPARE 48 45 CLASSROOM ROLL-UP DOORS 1 20 A 2000... 0 VA 20 A 1 SPARE 46 43 CLASSROOM ROLL-UP DOORS 1 20 A 2000... 0 VA 20 A 1 SPARE 44 41 RECEPT. BANQ HALL STORAGE 1 20 A 360 VA 0 VA 20 A 1 SPARE 42 39 RECEPT. GAME LOUNGE 1 20 A 360 VA 0 VA 20 A 1 SPARE 40 37 RECEPT. FAMILY RESTROOM 1 20 A 480 VA 0 VA 20 A 1 SPARE 38 35 RECEPT. CLASSROOM 1 20 A 720 VA 0 VA 20 A 1 SPARE 36 33 FLOOR BOX CLASSROOM 1 20 A 720 VA 0 VA 20 A 1 SPARE 34 31 FLOOR BOX CLASSROOM 1 20 A 720 VA 0 VA 20 A 1 SPARE 32 29 RECEPT / TV CLASSROOM 1 20 A 720 VA 0 VA 20 A 1 SPARE 30 27 LAUNDRY WASHER 1 20 A 180 VA 0 VA 20 A 1 SPARE 28 25 2500... 0 VA 20 A 1 SPARE 26 23 LAUNDRY DRYER 2 30 A 2500... 0 VA 20 A 1 SPARE 24 21 RECEPT. BANQUET HALL 1 20 A 1080... 0 VA 20 A 1 SPARE 22 19 DJ BOOTH BANQUET HALL 1 20 A 800 VA 0 VA 20 A 1 SPARE 20 17 RECEPT. BANQUET HALL 1 20 A 720 VA 0 VA 20 A 1 SPARE 18 15 BANQUET HALL PROJ & SCREEN 1 20 A 500 VA 0 VA 20 A 1 SPARE 16 13 BANQUET HALL PROJ & SCREEN 1 20 A 500 VA 0 VA 20 A 1 SPARE 14 11 BANQUET HALL PROJ & SCREEN 1 20 A 500 VA 0 VA 20 A 1 SPARE 12 9 RECEPTACLE - AV 1 20 A 180 VA 180 VA 20 A 1 RECEPTACLE - AV 10 7 RECEPT. RTU 5,6,7 1 20 A 360 VA 0 VA 20 A 1 SPARE 8 5 RECEPTACLE - ELEC RM 1 20 A 360 VA 0 VA 20 A 1 SPARE 6 3 RECEPTACLE - AV 1 20 A 180 VA 180 VA 20 A 1 RECEPTACLE - AV 4 1 FA NAC PANEL 1 20 A 500 VA 360 VA 20 A 1 SUBWOOFERS 2 #LOAD NAME POLES AMPS A B C AMPS POLES LOAD NAME # NOTES: AIC RATING:22 K SUPPLY FROM:CCEDP MCB FRAME:NA WIRES:4 MOUNTING:Surface MCB TRIP:NA PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:84 MAIN DEVICE:MLO VOLTAGE:120/208V WYE LOCATION:ELEC. 118 MAIN BUS:200 A BRANCH PANEL: CCER POWER BRANCH:NORMAL Receptacle 2520 VA 100.00%2520 VA TDC x 125%:84 A Power 180 VA 100.00%180 VA TOTAL DEMAND...67 A Kitchen Equipment - Non-Dwelling Unit 29064 VA 65.00%18892 VA TOTAL DEMAND LOAD:24169 VA Kitchen Appliances 3744 VA 65.00%2434 VA TOTAL CONN. CURRENT:99 A Equipment 180 VA 80.00%144 VA TOTAL CONN. LOAD:35688 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD PANEL TOTALS LOAD SUMMARY: TOTAL CURRENT:103 A 97 A 97 A TOTAL LOAD:12328 VA 11676 VA 11684 VA 59 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 60 57 SPARE 20 A 1 0 VA 0 VA -- -- SPACE 58 55 CONVENIENCE RECEPT - W WALL 20 A 1 360... 0 VA -- -- SPACE 56 53 E3 - CONVENIENCE RECEPT - E WALL 20 A 1 360... 0 VA -- -- SPACE 54 51 CONVENIENCE RECEPT - DISH, ICEMK... 20 A 1 360... 0 VA -- -- SPACE 52 49 E28 - CONVENIENCE RECEPT - S WALL 20 A 1 360... 0 VA -- -- SPACE 50 47 E17 - CUBE ICE MAKER 20 A 1 1404... 0 VA -- -- SPACE 48 45 E16 - TRASH COMPACTOR 20 A 1 180... 0 VA -- -- SPACE 46 43 1872... 0 VA -- -- SPACE 44 41 E15 - U/C DISHMACHINE 30 A 2 1872... 0 VA -- -- SPACE 42 39 E14 - RAISED RAIL REFR (S/T)20 A 1 1560... 0 VA -- -- SPACE 40 37 E13 - GAS 6 BN RNG W/ OVEN (S/T) 20 A 1 720... 0 VA -- -- SPACE 38 35 1440... 0 VA -- -- SPACE 36 33 1440... 0 VA -- -- SPACE 34 31 E12 - PIZZA OVEN (S/T)20 A 3 1440... 0 VA -- -- SPACE 32 29 1560... 0 VA -- -- SPACE 30 27 E11 - COMBI OVEN (S/T)20 A 2 1560... 0 VA 1 20 A SPARE 28 25 E10 - JBOX FIRE SUPPRESSION SYSTEM 20 A 1 1500... 0 VA 1 20 A SPARE 26 23 E9 - JBOX EXHAST VENT LTS 20 A 1 1200... 0 VA 1 20 A SPARE 24 21 E8 - REFRIGERATOR 20 A 1 660... 0 VA 1 20 A SPARE 22 19 E7 - CONVENIENCE RECEP/JBOX 20 A 1 360... 0 VA 1 20 A SPARE 20 17 E6 - U/C FREEZER 20 A 1 924... 0 VA 1 20 A SPARE 18 15 3328... 0 VA 1 20 A SPARE 16 13 E5 - INDUCTION RANGE 50 A 2 3328... 0 VA 1 20 A SPARE 14 11 E4 - U/C REFRIGERATOR 20 A 1 876... 0 VA 1 20 A SPARE 12 9 CONVENIENCE RECEPT - S,E WALL 20 A 1 360... 0 VA 1 20 A SPARE 10 7 E3 CONVENIENCE RECEPT - W WALL 20 A 1 360... 0 VA 1 20 A SPARE 8 5 1508... 540... 1 20 A RECEPT KITCHEN 6 3 E2 ROLL-IN HEATED CABINET 20 A 2 1508... 720...1 20 A RECEPT KITCHEN 4 1 E1 ROLL-IN REFRIGERATOR 20 A 1 1848... 180...1 20 A GAS SOLENOID SHUT OFF VALVE 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes:PROVIDE SHUNT TRIP BREAKERS FOR ALL LOADS MARKED "(S/T)" AIC RATING:10KAIC SUPPLY FROM:CCEDP MCB:...225A WIRES:4 MOUNTING:Recessed MCB TRIP:225A PHASES:3 ENCLOSURE:NEMA 1 # BREAKERS:60 MAIN...MCB VOLTAGE:120/208V WYE LOCATION:CATERING KITCHEN 112 MAIN BUS:225 A BRANCH PANEL: CCKP POWER BRANCH:NORMAL NOTE: LIGHTING LOADS AND CIRCUITS MUST BE COORDINATED WITH LIGHTING CONTROL SYSTEM VENDOR. NO.ISSUE DATE PERMIT SET 12.06.2018 SAFETY RESTRAINT CLIP. SUSPENDED CEILING SYSTEM AND BUILDING STRUCTURE AS REQUIRED #12 SAFETY WIRE SECURED TO FIXTURE BY FIXTURE WEIGHT LIGHTING FIXTURE LIGHTING FIXTURE. MINIMUM OF (2) PER TYPICAL MOTOR DISCONNECT SWITCH MOUNTING DETAIL NTSNTS NTS NTS TYPICAL DETAIL OF AIR DUCT SMOKE DETECTOR A 4 X A 4 X A 2'-0" MIN.2'-0" MIN. 2'-0" MIN. 2'-0" MIN. CONDUITS & PIPES SHALL NOT BE SPACED CLOSER THAN 4 TIMES THE DIAMETER OF THE CONDUITS ON CENTER 4 X A INTERIOR FACE OF CONCRETE WALL A 2 3 4 9 POWER WIRING (SEE NOTE 1) INTERLOCK CONTROL WIRING 2#12-1/2"C PROVIDE FUSED DISCONNECT SWITCH. (NOT REQUIRED IF FUSED SWITCH IS INTEGRAL TO THE VFD. COORDINATE WITH THE SUPPLIER OF THE VFD'S) VFD UNIT WIRING SCHEMATIC VFD UNIT N.T.S. RECESSED LIGHT FIXTURE SUPPORT DETAIL N.T.S. NEUTRAL BUS FOR NORMAL LIGHTING PANEL NEUTRAL BUS FOR LIFE SAFETY PANEL N LIGHTING PANEL NORMAL LIFE SAFETY N PANEL LIGHTING NORMAL LIGHTING LOAD LIFE SAFETY LOCAL LIGHTING SWITCHING (TOGGLE SWITCH, LIGHTING CONTROL RELAY OR DIMMER) NORMAL LOCAL LIGHTING SWITCHING (TOGGLE SWITCH, LIGHTING CONTROL RELAY OR DIMMER) LIFE SAFETY LIGHTING LOAD UP TO 20A VOLTAGE GTD20 LIFE SAFETY LIGHTING BYPASS DEVICE MANUFACTURED BY "BODINE" OR EQUAL INSTALL ABOVE ACCESSIBLE CEILING SPACE SENSING GTD20 LIGHTING CONTROL BY-PASS DETAIL N.T.S. CADWELD CONNECTION WITH PIGTAIL (24" X 4" X 1/4") COPPER BAR INSULATORS STAND-OFFS 12.7MM (1/2") PRE-DRILLED PRE-DRILLED 6.35MM (1/4") PLATED, PRE-DRILLED 609.6MM X 101.6MM X 6.35MM DIA TYP. DIA TYP. GROUNDING BAR DETAIL N.T.S. TO FIRE ALARM CONTROL PANEL TO SUPPLY FAN STARTER COIL SUPPLY FAN A.H.U.M DS FILTERDUCT AIR SAMPLING TUBES DETAIL OF TYPICAL NAMEPLATE 1. REFER TO SPECIFICATIONS FOR ADDITIONAL NAMEPLATE REQUIREMENTS. 2. NAMEPLATE TO BE 1/16" WHITE PLASTIC WITH BLACK CENTER LAMINATION. FACE TO BE WHITE, ENGRAVED LETTERS TO BE BLACK. 3. SECURE NAMEPLATE TO SURFACES WITH (2) FLAT HEAD BRASS SCREWS. NOTES: 5/32" DIA. HOLE 1/4" LETTERS (TYPICAL) LIGHTING PANEL 277/480V., 3∅, 4W FED FROM "D4BL" 3/4" 1 1/2' "L41" 3 1/8" 2 3/4" FINISHED FLOOR FLANGE FASTENED TO FLOOR USED SUPPORT CONDUIT SHALL BE FASTENED TO PULL BOX WITH FLANGE AND BOLTS. LOCKNUTS AND BUSHINGS SHALL NOT BE EQUIPMENT & HOUSE- KEEPING PAD BY OTHERS CONDUIT FROM MOTOR STARTER FLEXIBLE CONDUIT CONNECTION EMPTY RIGID CONDUIT OF SAME SIZE AS THAT RUN FROM MOTOR CONTAINING POWER CIRCUIT MOTOR TERMINAL BOX STARTER PROVIDED FOR DISCONNECT SWITCH SUPPORT WIRES 36" LONG MAXIMUM DISCONNECT SWITCH CONTAINING POWER AND CONTROL CIRCUIT WIRES. TYPICAL VARIABLE SPEED MOTOR/PUMP WIRING DIAGRAM F D V 3 POLE 480VOLT DOUBLE THROW SAFETY SWITCH SECTION IN MOTOR DIST. BOARD VARIABLE FREQUENCY DRIVE FURNISHED AND INSTALLED BY HVAC SUB-CONTRACTOR WIRED BY ELECTRICAL SUB-CONTRACTOR CONDUIT SPACING DETAIL NTS PROVIDE FACTORY INSTALLED CONTROL CIRCUIT ELECTRICAL INTERLOCK ACCESSORY ON DISCONNECT SWITCH. INTERLOCK WITH VFD SUCH THAT WHEN DISCONNECT SWITCH IS ABOUT TO BE OPENED THE VFD IS COMMANDED TO STOP. PROVIDE DISCONNECT SWITCH REFER TO PLANS AND SCHEDULES FOR WIRE AND CONDUIT SIZE REQUIREMENTS FOR EACH MOTOR. 2. NOTES: 1. AT MOTOR, NOTE 2 TO PANEL SEE PLANS 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 3 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t E90-01 ELECTRICAL DETAILS Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 FIRE PROTECTION AS-BUILTS NOTE FIRE STANDPIPE (WET) WET SPRINKLER PIPE FIRE PROTECTION UNDERGROUND FIRE PROTECTION F FSP SPR F SPRINKLER DRAIN SIDEWALL SPRINKLER HEAD CONCEALED, SEMI-RECESSED HEADS UPRIGHT SPRINKLER HEAD CAPPED PIPE CHECK VALVE ARROW INDICATES DIRECTION OF FLOW SD CV FLOW SWITCH VALVE IN VERTICAL STRAINER FIRE DEPARTMENT VALVE AND TYPE WATERTIGHT SLEEVE VIV CV FDVC-A FS FDV-A FLOOR CONTROL VALVE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY FIRE DEPARTMENT CONNECTION & TYPE RPBP DCVA FCVA FDC-A ABOVE FINISHED FLOORAFF REDUCED PRESSURE BACKFLOW PREVENTOR FIRE DEPARTMENT VALVE CABINET AND TYPE CHECK VALVE W/ AUTOMATIC BALL DRIP INDICATING VALVE WITH SUPERVISORY SWITCH ARROW INDICATES DIRECTION OF SLOPE DOWN NON-INDICATING VALVE DP PIPE DROP DN UP PIPE DOWN PIPE UP PRESSURE REDUCING VALVEPRV HOSE END DRAIN VALVEDV FREE STANDING ROOF HYDRANT EXISTING SPRINKLER HEAD TO BE REMOVED AND PIPING EXTENDED TO NEW SPRINKLER HEAD CONNET TO EXISTINGCTE FIRE PROTECTION LEGEND SYMBOLS AND ABBREVIATIONSSPRINKLER HEAD LEGEND FIRE PROTECTION GENERAL NOTES SPRINKLER HEADS REMOVED SPRINKLER HEADS INSTALLED 96 69 DIFFERENCE OF -27 SPRINKLERS SPR F F SD FSP IF THE FIRE SPRINKLER SYSTEMS ARE OUT OF SERVICE FOR ANY EXTENDED PERIOD OF TIME (GREATER THAN 24 HOURS) IN PROJECT WORK AREA, AN APPROVED FIRE WATCH SHALL BE PROVIDED FOR ALL PARTIES LEFT UNPROTECTED BY THE SHUTDOWN UNTIL THE SPRINKLER SYSTEM HAS BEEN RETURNED TO SERVICE. SEE NFPA-101 (2009 EDITION) SECTION 9.7.6.1. HOSE DEMAND: 250 GPM WET REMARKS: 1. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY IN ORDER TO COORDINATE WITH ANY OBSTRUCTIONS. 2. ALL SPRINKLER MAINS SHALL BE MINIMUM 3" IN SIZE. 3. PROVIDE HIGH TEMPERATURE 286 °F SPRINKLERS IN AREAS WHERE CEILING TEMPERATURE COULD BE MORE THAN 100 °F LIGHT HAZARD OCCUPANCY DENSITY: 0.10 GPM/FT ²AREA OF APPLICATION: 1500 FT ² SPRINKLER MAX PROTECTION AREA: 196 FT ²/SPRINKLER DESIGN CRITERIA THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED ACCORDING TO NFPA-13 HOSE DEMAND: 250 GPM WET REMARKS: 1. PROVIDE ADDITIONAL SPRINKLERS AS NECESSARY IN ORDER TO COORDINATE WITH ANY OBSTRUCTIONS. 2. ALL SPRINKLER MAINS SHALL BE MINIMUM 2" IN SIZE. 3. PROVIDE HIGH TEMPERATURE 286°F SPRINKLERS IN AREAS WHERE CEILING TEMPERATURE COULD BE MORE THAN 100°F ORDINARY HAZARD GROUP 2 DENSITY: 0.20 GPM/FT2 AREA OF APPLICATION: 2500 FT2 SPRINKLER MAX PROTECTION AREA: 130 FT2/SPRINKLER THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED ACCORDING TO NFPA-13 DESIGN CRITERIA QUICK RESPONSE 5.6 165° ALL LOCATIONS 5.6 165° ELECTRIC/MECH ROOMS SPRINKLER HEADS SHALL BE CHROME FINISH U.L. LISTED EXPOSED AREAS QUICK RESPONSE BRASS FINISH EXTERIOR TEFLON COATED. PROVIDE HEAD GUARDS IN MECH/ELECT 5. 1. FIRE PROTECTION SYSTEM SHALL BE IN COMPLIANCE WITH THE LOCAL FIRE CODES, ORDINANCES AND INSTALLED IN ACCORDANCE WITH THE LATEST SPRINKLER SYSTEM TO BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION SPRINKLER HEADS RATED @ 165 DEGREES F., 1/2" ORIFICE WITH 5.6 'K' FACTOR. CONTRACTOR TO MAKE ALL NECESSARY OFFSETS PER JOB CONDITION AND CONTRACTOR SHALL COORDINATE WITH STRUCTURE AND OTHER TRADES BEFORE INSTALLATION OF SPRINKLER WORK. CONTRACTOR. CODES AND STANDARDS. 2. 3. 4. 6. SPARE SPRINKLERS OF SAME TYPE AND TEMPERATURE RATING ON PREMISES. CONTRACTOR TO PROVIDE OR VERIFY THAT THERE ARE AT LEAST (6) SIX INSTALL PIPING TIGHT TO STRUCTURE WHERE POSSIBLE. 7. SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE HEADS.8. 10. 9. ELEVATOR SHAFTS AND ELECTRIC ROOMS SHALL BE INSTALLED WITH SPRINKLER HEADS IN MECHANICAL ROOMS, ELEVATOR MACHINE ROOMS, HEAD GUARDS. BALANCED CEILING PATTERN UNLESS SHOWN OTHERWISE. SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILE AND PRESENT A NEAT SPRINKLER SYSTEM TO BE DESIGNED FOR LIGHT HAZARD OCCUPANCY.11. BLACK STEEL ASTM/A.53 FOR 4" AND LARGER. OF THE SPRINKLER DEFLECTOR AND THE TOP OF STORAGE, FILE SHELVING, ETC. SPRINKLER PIPING SHALL BE ALLIED XL 1" THROUGH 3" AND SCHEDULE 40 PROVIDE AND MAINTAIN A MINIMUM CLEARANCE OF 18" BETWEEN THE BOTTOM13. 12. TO NEW HEAD LOCATIONS TO PROVIDE COMPLETE SPRINKLER COVERAGE. CONTRACTOR SHALL REMOVE EXISTING SPRINKLER HEADS AND EXTEND PIPING 14. CONTRACTOR SHALL INSTALL SPRINKLERS UNDER DUCTS & OTHER OBSTRUCTIONS OVER 4 FEET IN WIDTH. INSTALL IN EQUIPMENT ROOMS WITH EXPOSED CEILING. 15. CONTRACTOR SHALL PROVIDE TEFLON COATED HEADS IN ALL EXPOSED AREAS TO PREVENT OXYDIZING. A. NFPA 13, 2013 EDITION B. NFPA 14, 2016 EDITION C. NFPA 20, 2016 EDITION D. FLORIDA BUILDING CODE, 2017 EDITION E. FLORIDA FIRE PREVENTION CODE, 2017 EDITION K-FACTOR TEMPERATURE LOCATION REMARKSTYPE SPRINKLER HEAD COUNT FIRE PROTECTION CONTRACTOR IS REQUIRED TO SUBMIT FIRE PROTECTION AS BUILT PLANS UPON COMPLETION OF THE PROJECT. COMPLETION IS DEFINED AS THE OWNER RECEIVING A "CO" AND FIRE INSPECTOR HAS FINALIZED AND APPROVED THE INSTALLATION. AS BUILTS SHALL BE SUBMITTED IN ELECTRONIC FASHION IN EITHER AUTOCAD FORMAT OR SCANNED FILES IN PDF FORMAT. AS BUILTS SHALL BE LEGIBLE AND NEAT. AS BUILTS WILL BE RETAINED BY ARCHITECT AND ENGINEER FOR RECORDS OF CHANGES TO THE SYSTEM. AS BUILTS WILL BE SUBMITTED TO OWNER THROUGH ARCHITECT AND ENGINEER. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :2 3 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t FP00-00 FIRE PROTECTION LEGEND & NOTES Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com FIRE PROTECTION SHEET INDEX Sheet Number Sheet Name FP00-00 FIRE PROTECTION LEGEND & NOTES FP00-01 FIRE PROTECTION DETAILS FP10-01 LEVEL 01 - FIRE PROTECTION NO. ISSUE DATE PERMIT SET 12.06.2018 FOR NEW CONSTRUCTION EXPANSION BOLTS FOR EXISTING CONSTRUCTION AND CONCRETE INSERTS 3. EXPANSION SHIELDS SHALL BE USED IN SLABS OR BEAMS OF 4" MIN. DEPTH. AND LARGER USE 3"x3"x1/4" ANGLE IRON. 2. FOR PIPES UNDER 2" USE 1-1/2"x1-1/2"x1-1/4" ANGLE IRON. FOR PIPES 2" 1. REFER TO PIPE HANGER DETAIL FOR HANGER ROD SIZE. FOR CEILING SUSPENDED EQUIPMENT PROVIDE MIN. 3/8" DIA. HANGER ROD (REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS). NOTE 1 NTS NTS TYPICAL SPRINKLER DROP PENDENT SPRINKLER HEAD TYPICAL UPRIGHT SPRINKLER HEAD AND SPRINKLER DROP TYPICAL SPRINKLER DROP TYPICAL METHODS OF SECURING HANGER RODS TO CONCRETE DECK DETAIL INSTALLATION DETAILPLUMBING PIPE HANGER NTS NTS NTS NTS HANGER ROD TO STRUCTURE BRASS UPRIGHT SPRINKLER HEAD 1" x 1/2" REDUCER 1"SUPPLY SPRINKLER BRANCH ROOF SLAB CONCRETE FLOOR OR CONSTRUCTION AND STEEL CONCRETE INSERTS FOR NEW CONSTRUCTION (SEE NOTE 3) EXPANSION SHIELD FOR EXISTING CLIP ANGLE HANGER ROD SUPPORT NUT CLEVIS HANGER LOCKING NUT SUPPORT NUT HANGER ROD LOCKING NUT PIPE 7' 8' 10' 12' 11' 9' 15" 1" 1 1/4" PIPE SIZEROD SIZE 3/8" DIA. 1/2" DIA. 2" 2 1/2" 10" & 12" 3" THRU 8" 3/4" 7/8" 5/8" 1 1/2" PIPE HIGH DENSITY CLEVIS HANGER INSULATION 3" AND LARGER 2 1/2" THRU 3" PIPE SIZE UP TO 2" 12" LONG FOR PIPES INSULATION SHIELD, 12" 6" THRU 8" 4" AND 5" HANGER ROD SCHEDULE INSULATION 12" LONG HANGER ROD SPACING MAX. ALLOWABLE SPACING NOTES: REFER TO FIRE PROTECTION SPECIFICATIONS AND CONFORM TO MANUFACTURER'S INSTALLATION REQUIREMENTS THE FIRE PROTECTION SUB-CONTRACTOR SHALL INSTALL MULTI-PORT BRACKETS AND ADJUSTABLE HUBS PER CEILING AND SPRINKLER MANUFACTURER'S INSTALLATION REQUIREMENTS. ALL SPRINKLERS SHALL BE INSPECTED FOR PROPER INSTALLATION ACOUSTICAL CEILING TILE INSTALLATION STRUCTURED CEILING INSTALLATION ALL FLEXIBLE CONNECTIONS SHALL EXTEND FROM TOP OF SPRINKLER BRANCH PIPING SPRINKLER BRANCH PIPING MULTI-PORT BRACKET ADJUSTABLE HUB CORRUGATED STAINLESS STEEL HOSE WITH STEEL BRAID (REFER TO SPECIFICATIONS FOR LENGTH OF HOSE) FLEXIBLE SPRINKLER DROP SUSPENDED T-BAR GRID (BY OTHERS)SPRINKLER AS SPECIFIED FINISHED CEILING (BY OTHERS) ADJUSTABLE HUBMULTI-PORT BRACKET SELF TAPPING SCREWS SPRINKLER SPECIFIED METAL/WOOD STUD (BY OTHERS) NTS TYPICAL SPRINKLER RETURN BEND DROP FLEXIBLE SPRINKLER BRANCH CONNECTION SPRINKLER HEAD LOCATED IN HUNG CEILING CEILING TILE AS SPECIFIED SPRINKLER BRANCH PIPING SPRINKLER HEAD IN CEILING PIPING TO FINISHED INSTALL NEW HEAD & REMOVE EXIST. & 1" RETURN BEND DROP TO CEILING (EACH SIDE OF ANGLE) NUT & WASHER (SEE NOTE 1) HANGER ROD (SEE NOTE 1) HANGER ROD ANGLE IRON TURNBUCKLE SPRINKLER BRANCH BRASS PENDENT SPRINKLER HEAD HANGER @ EACH SPRINKLER HEAD 1"SUPPLY1" x 1/2" REDUCER HANGER ROD TO STRUCTURE HEAD IN RECESSED ESCUTCHEON. SEMI RECESSED PENDANT TYPE SPRINKLER FINISHED CEILING 1" x 1/2" REDUCER HANGER @ EACH SPRINKLER DROP FINISHED CEILING COVER PLATE 1"DROP NIPPLE 1" x 1/2" REDUCER CONCEALED TYPE SPRINKLER HEAD SPRINKLER BRANCH HANGER ROD TO STRUCTURE 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :2 3 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t FP00-01 FIRE PROTECTION DETAILS Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. ISSUE DATE PERMIT SET 12.06.2018 2.2 3 4 UR E F U R E F DN F G H I J K L M 1 1.2 2 2.2 3 4 EXIST 4" SPREXIST 4" SPR EX I S T 4 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EX I S T 1 1 / 2 " S P R EXIST 4" SPR EXIST 4" SPR 4" SPR 4" SPR 1" S P R 1" S P R 1 1 / 2 " S P R 1 1 / 2 " S P R 2" S P R 1 1 / 2 " S P R 1 1 / 2 " S P R 2" S P R 1 1 / 2 " S P R 1" S P R 1" S P R 1" S P R 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :3 2 :2 4 P M C :\_R e v i t \P F P - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t FP10-01 LEVEL 01 -FIRE PROTECTION Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 T. O GROUND LEVEL - Fire Protection NO. ISSUE DATE PERMIT SET 12.06.2018 T R VSD H CO MM CM I/O EM IM S S LOOP B LOOP A FIRE ALARM RISER NOTES: PARTIAL FIRE ALARM RISER DIAGRAM SCALE: N.T.S. # S MANUAL PULL STATION MOUNTED 48" AFF. "WP" INDICATES WEATHERPROOF. "PC" INDICATES PROTECTIVE COVER. WALL MOUNTED COMBINATION AUDIO (SPEAKER)/VISUAL (STROBE) APPLIANCE. # INDICATES CANDELA RATING. "HO" INDICATES HIGH-OUTPUT SPEAKER. WALL MOUNTED VISUAL (STROBE) APPLIANCE. # INDICATES CANDELA RATING. CEILING MOUNTED COMBINATION AUDIO (SPEAKER)/VISUAL (STROBE) APPLIANCE. # INDICATES CANDELA RATING. "HO" INDICATES HIGH-OUTPUT SPEAKER. CEILING MOUNTED AUDIO (SPEAKER). "HO" INDICATES HIGH-OUTPUT SPEAKER. CEILING MOUNTED VISUAL (STROBE) APPLIANCE. # INDICATES CANDELA RATING. REMOTE STATUS/ALARM INDICATOR FIRE ALARM CONTROL PANEL. "M" INDICATES MAIN PANEL; "P" INDICATES PRIMARY CONTROLS; "R" INDICATES REMOTE PANEL. FIRE ALARM TERMINAL CABINET FIREFIGHTER'S SMOKE CONTROL PANEL AUXILIARY POWER SUPPLY FIRE ALARM ANNUNCIATOR OPERATOR'S WORKSTATION GRAPHIC ANNUNCIATOR END-OF-LINE RESISTOR ROTATING BEACON FIREFIGHTER'S TELEPHONE STATION MAGNETIC DOOR HOLD OPEN DEVICE, FURNISHED AND INSTALLED BY DOOR HARDWARE CONTRACTOR; WIRED BY THE ELECTRICAL CONTRACTOR. AUXILIARY RELAY (INTERPOSING RELAY) DUCT MOUNTED SMOKE DETECTOR. SMOKE DETECTOR PROVIDED AND WIRED BY ELECTRICAL CONTRACTOR; INSTALLED BY MECHANICAL CONTRACTOR - REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY OF ALL FIRE SMOKE DAMPERS AND DUCT SMOKE DETECTORS. REMOTE ALARM INDICATOR AND TEST SWITCH FOR DUCT SMOKE DETECTOR, WITH NAMEPLATE LABELED ACCORDINGLY - (REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND QUANTITY OF ALL FIRE SMOKE DAMPERS AND DUCT SMOKE DETECTORS.) PHOTOELECTRIC SMOKE DETECTOR. "E" INDICATES FOR ELEVATOR RECALL; " T " INDICATES WITH THERMAL BASE; "SB" INDICATES SOUNDER BASE; "I" INDICATES IONIZATION, "ASD" INDICATES AIR SAMPLING DETECTOR; AND "PR" INDICATES FOR USE WITH STAIR/ELEVATOR PRESSURIZATION. MONITOR MODULE. "T" INDICATES TAMPER SWITCH, "F" INDICATES FLOW SWITCH, "P" INDICATES PRESSURE SWITCH. (TAMPER AND FLOW SWITCH(ES) FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR, WIRED BY THE ELECTRICAL CONTRACTOR.) - (REFER TO FIRE PROTECTION DRAWINGS FOR EXACT LOCATION AND QUANTITY OF ALL TAMPER, PRESSURE, AND FLOW SWITCHES.) CONTROL MODULE MULTI-POINT INPUT/OUTPUT MODULE. # INDICATES QUANTITY OF POINTS. LINEAR BEAM SMOKE DETECTOR. "T" INDICATES TRANSMITTER. LINEAR BEAM SMOKE DETECTOR. "R" INDICATES RECIEVER. FIRE PROTECTION SPRINKLER BELL - FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR; WIRED BY ELECTRICAL CONTRACTOR. FIRE ALARM PULLBOX GAS SENSOR - [HONEYWELL E3 POINT OR APPROVED EQUAL] "CO" INDICATES CARBON MONOXIDE SENSOR. GAS MONITOR - [HONEYWELL E3SASCO OR APPROVED EQUAL] FIRE ALARM MASTER BOX - LOCAL ENERGY FIRE ALARM MASTER BOX - RADIO TRANSMITTER UNINTERRUPTABLE POWER SUPPLY VIDEO SMOKE DETECTOR (JOB SPECIFIC) BI-DIRECTIONAL AMPLIFIER (BDA) SPLITTER RISER TERMINATION OMNI-DIRECTIONAL ANTENNA DIRECTIONAL ANTENNA FIRE EXTINGUISHER MONITOR (JOB SPECIFIC) FIXED TEMPERATURE HEAT DETECTOR. # INDICATES TEMPERATURE RATING. 4" SQUARE JUNCTION BOX MOUNTED ABOVE HUNG CEILING WITH FLEXIBLE CONNECTION. "SD" INDICATES POWER CONNECTION TO SMOKE DAMPER; "FSD" INDICATES POWER CONNECTION TO FIRE/SMOKE DAMPER; "DH" INDICATES POWER CONNECTION TO DOOR HOLD OPEN DEVICE. WALL MOUNTED AUDIO (SPEAKER) APPLIANCE. "HO" INDICATES HIGH-OUTPUT SPEAKER. FIREFIGHTER'S SMOKE PURGE PANEL - (NON-LIFE SAFETY, POST EVENT PANEL) TWO-WAY COMMUNICATION SYSTEM: MASTER STATION (LOCATE IN THE FIRE COMMAND CENTER OR APPROVED LOCATION BY AHJ) TWO-WAY COMMUNICATION SYSTEM: CONTROL STATION (LOCATE AT DESIGNATED "AREA OF REFUGE/AREA OF RESCUE ASSISTANCE" IN EACH ELEVATOR LOBBY) REPOSITORY BOX - "KNOX BOX" ((2013 -PROVIDE KEY NOTE AND SHOW MONITOR MODULE WITH TAMPER SWITCH AT REPOSITORY BOX) THIS IS IN CASE SOMEONE TRIES TO BREAK-IN, REPOSITORY BOX IS SUPERVISED AND ALERTS "SOMEONE WHO CARES")) SIGNAL BOOSTER REMOTE MONITORING PANEL (FOR BDA) FAULT ISOLATION MODULE FOR USE ON SIGNALING LINE CIRCUIT WIRING AFF ABOVE FINISHED FLOOR AWG AMERICAN WIRE GAUGE E EMERGENCY ETD EXISTING TO DEMOLISH ETR EXISTING TO REMAIN ETRL EXISTING TO REMOVE AND RELOCATE FT FEET NEC NATIONAL ELECTRICAL CODE NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE PC PROTECTIVE COVER PVC POLYVINYL CHLORIDE TSP TWISTED/SHIELDED PAIR WP WEATHERPROOF XR ERN EXISTING DEVICE/EQUIPMENT TO REMAIN. RX NEW LOCATION OF RELOCATED EXISTING EQUIPMENT. EXISTING EQUIPMENT SHALL BE DISCONNECTED, REMOVED AND RELOCATED AS SHOWN. CUT BACK AND/OR EXTEND EXISTING BRANCH CIRCUIT WIRING AND CONDUIT AS REQUIRED SO AS TO PROVIDE A COMPLETE OPERATIONAL INSTALLATION. EXP EXPLOSION PROOF SLC SIGNALING LINE CIRCUIT ENL EXISTING NEW LOCATION. PIV POST INDICATOR VALVE TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION ERR EXISTING TO REMOVE AND RELOCATE LS LIFE SAFETY NAC NOTIFICATION APPLIANCE CIRCUIT F FACP B TC FSCP PS FAA WKST F GA EOL DH R GM PB M UPS BDA J FSPP MS CS KB RMP CM FIRE ALARM SYSTEM: # # # # RADIO ENHANCEMENT SYSTEM (BDA): # FACP TC FSCP GA PS FAA WKST UPS FSCP MS CS BDA RMP FIRE ALARM SYSTEM ABBREVIATIONS: FIRE ALARM ANNOUNCIATOR PANEL LOCATED IN THE LOBBY EXISTING ANNUNCIATING DEVICES EXISTING INITIATING DEVICES NEW INITIATING DEVICES NEW ANNUNCIATING DEVICES EXACT LOCATIONS AND QUANTITIES OF DEVICES. THE EXISTING THE FIRE ALARM RISER IS PARTIAL. REFER TO FLOOR PLANS TAMPER AND FLOW SWITCHES LOCATED IN THE EXISTING ALL FIRE ALARM JUNCTION BOXES SHALL BE PAINTED RED. ALL FIRE ALARM WIRING SHALL BE INSTALLED IN A METAL ALL CORE DRILLING AND FIRE STOPPING SHALL BE PROVIDED APPROVAL BY OWNER. THE EXISTING SYSTEM AND SHALL BE SUBJECT TO FINAL ALL FIRE ALARM SYSTEM DEVICES SHALL BE COMPATIBLE WITH ALARM MANUFACTURER FOR ALL NECESSARY HARDWARE, THE ELECTRICAL CONTRACTOR SHALL CONTACT THE FIRE STAIRWELL SHALL BE MAINTAINED. RACEWAY. BY THE G.C. 8) 5) 6) 4) SOFTWARE AND ALL DEVICE REQUIREMENTS. 3) 2) 1) THE ELECTRICAL CONTRACTOR SHALL CONTACT THE FA SYSTEM MAINTENANCE CONTRACTOR FOR ALL NECESSARY WIRING REQUIREMENTS, CONDUIT SIZES, DIAGRAMS AND SHOP DRAWINGS. 7)CONTRACTOR SHALL VERIFY THAT LAST DEVICE DOES NOT EXCEED MANUFACTURER RECOMMENDED VOLTAGE DROP. PROVIDE NEW END OF LINE RESISTOR. ALL FIRE ALARM REPROGRAMMING TO ACCOMMODATE THE NEW WORK SHALL BE PROVIDED BY EXISTING FA SYSTEM MAINTENANCE CONTRACTOR THE SYSTEM SHALL BE TESTED IN ACCORDANCE WITH THE BASE BUILDING STANDARDS AFTER COMPLETION OF NEW WORK TO ENSURE PROPER INTERCONNECTION WITH THE EXISTING INFRASTRUCTURE. 9)CONTRACTOR SHALL PROVIDE SENSITIVITY TEST REPORTS FOR ALL NEW SMOKE DETECTORS INSTALLED IN ACCORDANCE WITH NFPA 72 TESTING METHODS OF SECTION 10.4. A TEST REPORT AND RECORD OF COMPLETION SHALL BE SUBMITTED ON THE DAY OF FINAL INSPECTION. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, FIRE ALARM SYSTEM SPECIFICATION SHEETS AND ALL BATTERY CALCULATIONS FOR REVIEW PRIOR TO ACQUIRING THE PERMIT. SHOP DRAWING SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 10) 11)AIR HANDLING UNIT SHALL SHUTDOWN UPON ACTIVATION OF FIRE ALARM SYSTEM. 12) ALL DOORS WITH ELECTRIC LOCKS SHALL RELEASE UPON ACTIVATION OF FIRE ALARM SYSTEM. EXISTING FIRE ALARM CONTROL PANEL EXISTING FIRE ALARM NAC PANEL EXISITING FIRE ALARM ANNUCIATOR VERIFY LOCATIONVERIFY LOCATION 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 4 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t FA00-00 FIRE ALARM LEGEND, NOTES & RISER Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 F F FFF F F F F F H FM 190 H FM 190 CM NA C NA C S S S S S S F F F G H I J K L M 2 2.2 3 4 ELEC. 118 AV. 119 CORRIDOR 121 STORAGE 122 MECH 125 RECEPTION 100 WORKSTATIONS 107 TELEPHONE ROOM 106 MEETING ROOM 105 CONFERENCE ROOM 104 BREAKROOM 103 LOUNGE 101 CLASSROOM 109 LOUNGE 128 GAME LOUNGE 102F CLASSROOM 111 CATERING KITCHEN 112 BANQUET HALL STORAGE 116 BANQUET HALL/ MULTIPURPOSE 117 FITNESS CENTER 108 MENS 127 WOMENS 126 JANITOR 114 TRASH 113 STOR. 120 ELECTRICAL 123 HOOD AHU-8 HOOD-1 SHELVING 102E PANTRY 102B BANQUETTE 102D LOUNGE 102C LOUNGE 102A RESTROOOM CHASE 132 RESTROOM CHASE 133 BANQUET HALL/ MULTIPURPOSE 134 FAMILY RESTROOM 110 RECEPTION CORRIDOR 102 STORAGE 136 EXTERIOR CORRIDOR 137 RUN WIRING AND BOX IN MULLION RUN WIRING AND BOX IN MULLION RUN WIRING AND BOX IN MULLION RUN WIRING AND BOX IN MULLION RUN WIRING AND BOX IN MULLION 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 5 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t FA10-01 LEVEL 01 -FIRE ALARM PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 T. O GROUND LEVEL - Fire Alarm NO.ISSUE DATE PERMIT SET 12.06.2018 F G H I J K L 3 4 RTU-6 RTU-5 RTU-4RTU-3 CU-5B EF-2 RTU-7 CU-8 RTU-2 RTU-1 COORDINATE DUCT SMOKE DETECTORS EXACT LOCATION WITH HVAC & FIRE ALARM CONTRACTOR (TYPICAL) CM CM CM CM CM CM REFER TO DUCT MOUNTED SMOKE DETECTOR DETAIL IN SHEET FA90-01 (TYPICAL) 1 1 1 1 KEF-1 EF-1 1 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 /1 5 /2 0 1 9 2 :2 0 :3 2 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _g s e i l e r A 6 Y M L .r v t FA11-01 LEVEL 02 -FIRE ALARM PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/8" = 1'-0"1 ROOF LEVEL FIRE ALARM NO.ISSUE DATE PERMIT SET 12.06.2018 1 Revision 1 01.09.2019 F F S H FM 190 H FM 190 DN F F K 1 1.2 KIOSK OFFICE 131 KIOSK 130 FCU-5A NIC NIC NIC NIC J LAUNDRY 135 G H 1 1.2 2 STORAGE 136 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 8 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t FA42-01 ENLARGED KIOSK, STORAGE, LAUNDRY FIRE ALARM PLAN Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/4" = 1'-0"1 LEVEL 01 - Fire Alarm - Kiosk Area 1/4" = 1'-0"2 LEVEL 01 - Fire Alarm - Laundry Area 1/4" = 1'-0"3 LEVEL 01 - Fire Alarm - Storage Area NO.ISSUE DATE PERMIT SET 12.06.2018 AUXILIARY 24V POWER (AS REQUIRED) AUXILIARY 24V POWER (AS REQUIRED) CMMM CM CM CM CMCMMMMM CM CMMM FIRE FIRE ALARM ANNUNCIATOR 1 2 3 4 FIRE ALARM PULL DOWNFIREFIGHTER'S PHONE JACK FSD R J R R R R R R R FIRE ALARM DEVICE MOUNTING AND ELEVATIONS FINISHED FLOOR 0'-6" MIN. 7'-0" ABOVE THE FINISHED FLOOR FINISHED WALL- WALL-MOUNT APPLIANCE - ENTIRE STROBE SHALL BE 80-96" ABOVE THE FINISHED FLOOR DOOR WIDTH LESS 3" WALL MOUNTED SMOKE, HEAT, OR CARBON MONOXIDE (CO) DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR A/C SUPPLY, RETURN, OR EXHAUST DIFFUSER 3'-0" MIN. CEILING MOUNTED SMOKE, HEAT, OR CARBON MONOXIDE (CO) DETECTORWALL MOUNT AUDIO/VISUAL APPLIANCE 6" MINIMUM FROM CEILING (24" MINIMUM-SLEEPING ROOMS ONLY) WALL-MOUNT NOTIFICATION APPLIANCE CEILING 0'-4" MIN. 1'-0" MAX. MAGNETIC DOOR HOLDER (WALL MOUNT SHOWN) REMOTE ALARM INDICATOR/TEST STATION 42" MIN. - 48" MAX 5'-0" MAX.MANUAL PULL STATION ~48" ABOVE THE FINISHED FLOOR ~60" ABOVE THE FINISHED FLOOR NOTES: DIMENSIONS SHOWN TO CENTERLINE OF DEVICE UNLESS OTHERWISE NOTED.1. COORDINATE EXACT DEVICE LOCATIONS AND BACKBOX/MOUNTING REQUIREMENTS WITH THE ARCHITECTURAL ELEVATIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS, THE SYSTEM SUPPLIER'S SHOP DRAWINGS, AND THE WORK OF RELATED TRADES. 2. FIREFIGHTER'S TELEPHONE/JACK CEILING MOUNTED REMOTE ALARM INDICATOR/TEST STATION SCALE: N.T.S. ANY VISUAL NOTIFICATION APPLIANCE LOCATED LESS THAN 6" FROM THE CEILING (24" IN SLEEPING ROOMS) SHALL BE TREATED AS A CEILING-MOUNTED DEVICE. 3. FIRE/SMOKE DAMPER INTERFACE SCALE: N.T.S. FROM FACP OPEN MONITOR DAMPER POSTION DUCTWORK 120V LIFE SAFETY/ EMERGENCY CIRCUIT ADDRESSABLE SIGNALING LINE CIRCUIT (SLC) COORDINATE DAMPER POSITION/CONTROL POINT SCHEDULES WITH DIVISION 25 AND APPLICABLE SMOKE CONTROL PROVISION OF DIVISION 28 FIRE/LIFESAFETY EMERGENCY COMMUNICATIONS SYSTEM. 1. NOTES: PROVIDE THE FOLLOWING AT EACH LOCATION IDENTIFIED: 120 VOLT CIRCUIT FROM THE LIFE SAFETY/EMERGENCY PANELBOARD AS INDICATED ON THE RISER DIAGRAM, ASSOCIATED CONTROL MODULE/RELAY AND MONITOR MODULE(S) TO SUPERVISE DAMPER POSITION. 2. ACTIVATION OF A SMOKE DETECTOR ASSOCIATED WITH A SMOKE DAMPER SHALL: SEQUENCE OF OPERATION: DETECTOR SHOWN FOR REFERENCE ONLY; MAY APPLY TO IN-DUCT OR AREA DETECTION ASSOCIATED WITH THIS DEVICE. REFER TO FLOOR PLANS FOR ACTUAL SMOKE DETECTOR TYPES/LOCATIONS; COORDINATE ACTUAL DETECTOR QUANTITIES WITH DUCT SIZES TO COMPLY WITH NFPA 72 SPACING REQUIREMENTS. 3. SHOWN FOR REFERENCE ONLY A. REPORT AS A SUPERVISORY DUCT SMOKE DETECTOR ACTIVATION (DUCT-MOUNTED DETECTOR ONLY) B. INITIATE CLOSURE OF THE ASSOCIATED SMOKE DAMPER OR COMBINATION FIRE/SMOKE DAMPER C. UNDER NORMAL OPERATION, FIRE/SMOKE DAMPERS SHALL BE OPENED UPON RECEIPT OF A REQUEST TO START SIGNAL, BE PROVEN OPEN WHILE THE FAN IS ON AND CLOSE WHEN THE FAN IS OFF. D. ANY DIS-ARRANGEMENT OF THE NORMAL OPERATION SHALL BE REPORTED AS A SYSTEM TROUBLE CONDITION. DUCT SMOKE/AHU INTERFACE FROM FACP AHU/FAN SHUTDOWN ADDRESSABLE SIGNALING LINE CIRCUIT (SLC) SMOKE DETECTOR SHUTDOWN SIGNAL TO ATC/BMS (SEE NOTE 2) PROVIDE THE FOLLOWING AT EACH LOCATION IDENTIFIED: SMOKE DETECTOR LOCATED IN THE DUCT/UNIT, TWO (2) ASSOCIATED CONTROL/RELAY MODULES. COORDINATE DPDT RELAY OR DUAL CONTROL/SIGNAL INTERFACE TO SUPPORT SIMULTANEOUS EQUIPMENT CONTROL AND DIRECT BAS INTERFACE TO REPORT FIRE ALARM-INITIATED EQUIPMENT SHUTDOWN. 2. COORDINATE OUTPUT/RATING REQUIREMENTS WITH DIVISION 25 1. NOTES: AIR-HANDLING UNIT (AHU) COORDINATE ACTUAL DETECTOR QUANTITIES WITH DUCT SIZES TO COMPLY WITH NFPA 72 SPACING REQUIREMENTS.3. ACTIVATION OF AN IN-DUCT SMOKE DETECTOR LOCATED AT A FAN OR AIR-HANDLING UNIT SHALL: SEQUENCE OF OPERATION: A. REPORT AS A SUPERVISORY DUCT SMOKE DETECTOR ACTIVATION B. INITIATE SHUTDOWN OF THE ASSOCIATED AIR-HANDLING UNIT/FAN C. INITIATE SMOKE DETECTOR SHUTDOWN SIGNAL TO THE ATC/BMS SYSTEM D. CAUSE ASSOCIATED SHAFT SMOKE DAMPERS TO CLOSE SEE NOTE 5 MANUAL OVERRIDE CONTROL/SUPERVISION MANUAL START ("ON") EQUIPMENT CONTROLLER (VFD SHOWN) SIGNALING LINE CIRCUIT (SLC) TO NEXT DEVICE AUXILIARY 24V POWER SMOKE DETECTOR SHUTDOWN SIGNAL VFD FAN STATUS FEEDBACK 50% DAMPERS OPEN ALL DAMPERS OPEN SIGNALS TO BAS CONTROLLER FROM FACP SCALE: N.T.S. REQUEST TO START SIGNAL PROVIDE STATUS FEEDBACK FOR EACH CONTROLLED DEVICE CONDITION. (DIVISION 28 SHALL PROVIDE POWER AND WIRING MONITOR MODULES FOR FAN STATUS AND MOTOR CONTACTOR STATUS FEEDBACK. DIVISION 25 TO PROVIDE FIELD WIRING AND INSTALLATION OF FAN PRESSURE/CURRENT SWITCH). PROVIDE CONTROL OUTPUT SIGNALS AND APPROPRIATELY RATED MULTI-VOLTAGE INTERPOSING RELAYS TO EQUIPMENT CONTROLLERS (SUCH VFD ARRAY OR MCC) FOR EACH CONTROLLED DEVICE AS SHOWN. REFER TO MECHANICAL EQUIPMENT SCHEDULES FOR INDIVIDUAL FAN/ARRAY ARRANGEMENTS. UNSUPERVISED RELAYS SHALL BE LOCATED WITHIN 3' OF THE CONTROLLED DEVICE. REFER TO HVAC PLANS AND EQUIPMENT SCHEDULES FOR ACTUAL LOCATIONS AND QUANTITIES OF DUCT SMOKE DETECTORS - COORDINATE WITH HVAC REQUIREMENTS FOR EXACT SEQUENCING AND OPERATION. 1. 2. 3. 4. NOTES: SHOWN FOR REFERENCE ONLY. THE DUCT SMOKE DETECTOR AND SMOKE DETECTOR SHUTDOWN IS PROVIDED ON "DUCT SMOKE/AHU INTERFACE DETAIL" (DUCT SMOKE DETECTOR NOT PROVIDED ON EXHAUST FANS). AHU OVERRIDE OFF SHALL BE PROGRAMMED THROUGH THE SMOKE DETECTOR SHUTDOWN CONTROL MODULE. 5. 1. MANUAL OVERRIDE CONTROL (ON/ “HAND” OR OFF) OF AUTOMATIC AIR HANDLING UNIT/FAN SYSTEMS SHALL BE PROVIDED VIA AUXILIARY (HOA) SWITCHES AND STATUS LED INDICATORS LOCATED AT THE MAIN FIRE ALARM CONTROL PANEL, FIRE COMMAND STATION, OR FIRE COMMAND CENTER AS SHOWN AND SPECIFIED. FUNCTIONS SHALL OPERATE AS FOLLOWS: SEQUENCE OF OPERATION: A. UNDER NORMAL OPERATION, THE SWITCH SHALL BE MAINTAINED IN THE AUTO POSITION AND NORMAL HVAC OR BUILDING AUTOMATION SEQUENCES WILL TAKE PLACE. WHERE IN-DUCTOR AREA SMOKE DETECTORS ARE INSTALLED TO SERVE THE ASSOCIATED EQUIPMENT, ACTIVATION OF THE SMOKE DETECTORS SHALL TRANSMIT A SIGNAL TO CAUSE THE EQUIPMENT TO AUTOMATICALLY SHUT DOWN. B. UPON TRANSFERRING OF AN HOA SWITCH TO THE ON OR OFF POSITION, PRIORITIZED FIRE ALARM SYSTEM OUTPUTS WILL BE SENT TO INITIATE EQUIPMENT CONTROL VIA THE EQUIPMENT MOTOR STARTER, MOTOR CONTROL CENTER (MCC), VARIABLE FREQUENCY DRIVE (VFD) OR HVAC/BUILDING AUTOMATION CONTROL SYSTEM, TO COMMAND THE DESIRED SYSTEM OPERATION. C. ONCE A MANUAL OVERRIDE SIGNAL IS RECEIVED, THE EQUIPMENT WILL BE SEQUENCED AS REQUIRED BY DIVISION 25. STATUS FEEDBACK WILL BE REPORTED VIA CURRENT SENSOR, DIFFERENTIAL PRESSURE SWITCH, OR OTHER ACCEPTABLE METHOD OF STATUS CONFIRMATION, AND WILL BE TRANSMITTED TO THE FIRE ALARM SYSTEM VIA DEDICATED STATUS INPUT MODULES. D. UPON RECEIPT OF THE CONFIRMATION SIGNAL, THE APPROPRIATE STATUS LED WILL ILLUMINATE AT THE HOA SWITCH TO INDICATE THE SYSTEM'S ACTUAL STATUS. E. ANY HOA SWITCH PLACED INTO MANUAL OVERRIDE POSITION (ON OR OFF) SHALL CAUSE A SYSTEM TROUBLE CONDITION TO BE REPORTED. 2. SPECIAL ATTENTION SHALL BE PAID TO ALL STATE AND LOCAL REQUIREMENTS, AND COORDINATION OF DIVISION 25 CONTROL SEQUENCES AND SAFETIES TO ENSURE: A. FIRE ALARM HOA SWITCHES WILL BE GIVEN HIGHEST PRIORITY, AND WILL BE PROGRAMMED TO OVERRIDE ALL SAFETIES EXCEPT HIGH STATIC PRESSURE UNLESS OTHERWISE DIRECTED. B. RUN STATUS OF FANS SHALL BE CONSTANTLY TRACKED AND REFERENCED TO THE STATUS OF ASSOCIATED FLOOR SMOKE DAMPERS WHICH SHALL BE CONTROLLED ACCORDINGLY TO COMPLY WITH THE PROJECT REQUIREMENTS. C. UNDER NORMAL OPERATION, ALL ASSOCIATED SMOKE DAMPERS MONITORED AND CONTROLLED BY THE FIRE ALARM SYSTEM SHALL BE OPEN WHENEVER THE FAN IS ON, AND CLOSED WHEN THE FAN IS OFF. ANY DIS-ARRANGEMENT FROM THE NORMAL CONDITION SHALL REPORT AS A SYSTEM TROUBLE CONDITION. D. CONFIRM AND COORDINATE WHICH SYSTEMS WILL BE PROVIDED WITH THE REQUIRED MANUAL OVERRIDE ON AND OFF CAPABILITIES; IN CERTAIN INSTANCES, OVERRIDE CONTROL OFF WILL NOT BE PROVIDED FROM THE FIRE HOA DUE TO OVERRIDING HEALTH AND SAFETY CONCERNS. ALL WORK SHALL BE COORDINATED AND SUBJECT TO THE APPROVAL OF THE LOCAL FIRE OFFICIAL. E. UPON RECEIPT OF THE 'REQUEST TO START' SIGNAL, THE FIRE ALARM SYSTEM SHALL COMMAND ASSOCIATED SMOKE DAMPERS TO THE OPEN POSITION. ONCE FIFTY-PERCENT (50%) OF THE DAMPERS HAVE BEEN PROVEN OPEN, A PERMISSIVE SIGNAL SHALL BE TRANSMITTED TO THE BAS/EQUIPMENT CONTROLLER TO PROCESS THE FAN START SEQUENCE. "ALL OPEN" SIGNAL SHALL INDICATE THAT ALL ASSOCIATED DAMPERS HAVE REACHED THEIR FULL OPEN POSITION. STOP ("OFF") 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108R BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 /1 1 /2 0 1 8 4 :1 8 :5 8 P M C :\_R e v i t \E L E C - G A T E W A Y - v 2 0 1 8 _j p e r e z @ b r p l u s a .c o m .r v t FA90-01 FIRE ALARM DETAILS Checker Author 810495.000 Approver SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 NOTE: ALL WALL MOUNTED FACEPLATES SHALL BE MOUNTED ONTO A 4-11/16"x4-11/16"x3" DOUBLE GANG BACK BOX. EACH DOUBLE GANG BACK BOX SHALL BE FITTED WITH A SINGLE OR DOUBLE GANG PLASTER RING TO ACCEPT SINGLE OR DOUBLE GANG FACEPLATES RESPECTIVELY. INSTALL A 1-1/4" CONDUIT FROM BACK BOX TO WITHIN 6" OF THE CABLE SUPPORT SYSTEM. PROVIDE PULL STRING WITHIN ALL TELECOMMUNICATIONS CONDUITS. 1.INSTALL CONDUIT RUNS IN THE MOST DIRECT ROUTE POSSIBLE WITH NO MORE THAN TWO 90 DEGREE BENDS BETWEEN PULL POINTS OR PULL BOXES. 2.90 DEGREE CONDUITS "LB" TYPE FITTINGS SHALL NOT BE USED FOR TELECOMMUNICATIONS CABLING INSTALLATIONS. 3.CONTINUOUS CONDUIT SECTIONS OR SEGMENTS SHALL NOT BE GREATER THAN 100 LINEAR FEET IN LENGTH WITHOUT AN ADEQUATELY SIZED PULL BOX -REFER TO DETAIL 4.CONDUITS SHALL BE BONDED TO GROUND ON ONE OR BOTH ENDS IN ACCORDANCE WITH NATIONAL AND LOCAL REQUIREMENTS. 5.TELECOMMUNICATIONS CONDUITS SHALL BE INSTALLED TO WITHSTAND THE ENVIRONMENT IN WHICH THEY WILL BE EXPOSED AND IN ACCORDANCE WITH ANSI/NFPA-70; THE NATIONAL ELECTRICAL CODE. 6.THE TOTAL DISTANCE OF CONDUIT RUNS FOR TELECOMMUNICATIONS HORIZONTAL CABLE USE SHALL NOT EXCEED 150 FEET. 7.DO NOT INSTALL CONDUITS OVER OR ADJACENT TO BOILERS, INCINERATORS, HOT WATER OR STEAM LINES. 8.THE MINIMUM BEND RADIUS OF ANY PORTION OF THE CONDUIT PATHWAY SHALL BE SIX (6) TIMES THE INTERNAL DIAMETER OF THE CONDUIT FOR ALL CONDUITS 2-INCHES IN DIAMETER OR LESS. 9.THE MINIMUM BEND RADIUS OF ANY PORTION OF THE CONDUIT PATHWAY SHALL BE TEN (10) TIMES THE INTERNAL DIAMETER OF THE CONDUIT FOR ALL CONDUITS WITH AN INTERNAL DIAMETER GREATER THAN 2-INCHES. 10.WHERE A CONDUIT RUN REQUIRES A REVERSE BEND (BETWEEN 100 DEGREES AND 180 DEGREES) A PULL BOX SHALL BE INSTALLED AT EACH BEND HAVING SUCH ANGLE, WITHIN 10 FEET OF THE BEND. 11.IF A CONDUIT RUN REQUIRES A THIRD 90 DEGREE BEND BETWEEN PULL POINTS OR PULL BOX, THE OVERALL DESIGN CAPACITY OF THE CONDUIT SYSTEM SHALL HAVE A DERATED TOTAL CAPACITY OF 15 PERCENT. 12.ALL CONDUIT ENDS SHALL BE REAMED AND FITTED WITH THREADED INSULATING BUSHING TO ELIMINATE SHARP EDGES THAT CAN DAMAGE CABLES DURING INSTALLATION. 13.CONDUITS THAT PROTRUDE THROUGH WALLS AND FLOORS SHALL BE EXTENDED BEYOND THE SURFACE PENETRATION TO WITHIN 12 INCHES OF THE CABLE TRAY OR CABLE RUNWAY SYSTEM. 14.ALL TELECOMMUNICATION OUTLETS STUB-UPS SHALL BE EQUIPPED WITH A PULL STRING WITH A MINIMUM TEST RATING OF 200 LBS. 15.ALL INTERIOR COMMUNICATIONS CONDUITS GREATER THAN 1 1/2" CONDUITS SHALL BE EQUIPPED WITH 1/2" CABLE PULL STRING WITH 1250 LBS OF TENSILE STRENGTH AND SEQUENTIAL FOOTAGE MARKING. 16.ALL EXTERIOR COMMUNICATIONS CONDUITS SHALL BE EQUIPPED WITH 1/2" CABLE PULL STRING WITH 1250 LBS OF TENSILE STRENGTH AND SEQUENTIAL FOOTAGE MARKING. 17.INSTALL PULL BOXES IN ACCESSIBLE LOCATIONS. DIRECT ACCESS TO PULL BOXES IS REQUIRED. PROVIDE LABELED, HINGED ACCESS PANEL DOOR. PULL BOXES SHALL BE LISTED FOR THE PURPOSE. 18.THE MINIMUM LENGTH OF PULL BOX SHALL BE 12 TIMES THE DIAMETER OF THE LARGEST CONDUIT. PULL BOXES SHALL NOT BE USED IN SUBSTITUTION OF A 90 DEGREE BEND. 19.REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING ELEVATIONS. 20.REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATION OF ALL CONDUIT, RUNWAY, AND TRAY. 21.COORDINATE EXACT LOCATIONS OF ALL FLOOR BOXES AND POKE-THRU DEVICES WITH ARCHITECT PRIOR TO INSTALLATION. 22.ALL OUTLET LOCATIONS AND DIMENSIONS ARE APPROXIMATE. COORDINATE EXACT MOUNTING LOCATION AND HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 23.WHERE CABLE TRAY RUNS ARE OBSTRUCTED, J-HOOKS MAY BE USED. J-HOOKS SHALL BE SPACED NO LESS THAN 48" O.C AND NOT GREATER THAN 60" O.C. WHERE COMMUNICATIONS CABLE AND SECURITY CABLE FOLLOW THE SAME PATH, CABLES SHALL BE SEPARATED. ALL TELECOMMUNICATION OUTLETS SHOWN IN OPEN AIR ENVIRONMENT (I.E. MECHANICAL SPACE, PENTHOUSE, ROOF, GARAGE) SHALL BE INSTALLED IN CONDUIT, RATED FOR THAT ENVIRONMENT. 24.ALL TELECOMMUNICATIONS HORIZONTAL STRUCTURED CABLING SHALL BE INSTALLED IN MAIN AND SECONDARY CORRIDORS ONLY FROM TELECOMMUNICATIONS ROOM TO WORK AREA OUTLETS. 25.ALL TELECOMMUNICATIONS HORIZONTAL STRUCTURED CABLING SHALL ENTER WORK AREA ROOMS VIA PROPERLY SIZED CONDUIT ABOVE DOOR. CONDUIT SLEEVE SHALL BE PROPERLY FIRESTOPPED TO MAINTAIN FIRE RATING. 26.UNDER NO CIRCUMSTANCES SHALL TELECOMMUNICATIONS HORIZONTAL STRUCTURED CABLING BE INSTALLED THROUGH ADJACENT ROOMS TO WORK AREA OUTLETS. 4 1 COMMUNICATIONS LEGEND GENERAL PATHWAY REQUIREMENTS POI POINT OF INTERFACE POTS PLAIN OLD TELEPHONE SERVICE PR PAIR PTSS PASSIVE TRANSMISSION SUBSYSTEM PVC POLYVINYL CHLORIDE SE SERVICE ENTRANCE SER SATELLITE EQUIPMENT ROOM SI SYSTEM INTERNATIONAL SL SLEEVE SMPS SWITCHED MODE POWER SUPPLY SNA SYSTEMS NETWORK ARCHITECTURE SP SERVICE PROVIDER SPC STORED PROGRAM CONTROL SPD SURGE PROTECTION DEVICE SPG SINGLE-POINT GROUND STA STATION STP SHIELDED TWISTED PAIR SW STATION WIRE SWB SWITCHBOARD SYS SYSTEM TB TERMINAL BLOCK TBBC TELECOMMUNICATIONS BACKBONE BONDING CONDUCTOR TBC TELECOMMUNICATION BONDING CONDUCTOR TC TELECOMMUNICATIONS CLOSET TDM TIME DIVISION MULTIPLEXING TEBC TELECOMMUNICATIONS EQUIPMENT BONDING CONDUCTOR TEL TELEPHONE TELCO TELEPHONE COMPANY TERM TERMINAL TGB TELECOMMUNICATIONS GROUNDING BUSBAR THD TOTAL HARMONIC DISTORTION TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION TM TRANSFORMER MAINTENANCE HOLE TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TO TELECOMMUNICATIONS OUTLET TPDDI TWISTED PAIR DISTRIBUTED DATA INTERFACE TPPMD TWISTED PAIR PHYSICAL MEDIUA DEPENDENT TR TELECOMMUNICATIONS ROOM TSB TELECOMMUNICATIONS SYSTEM BULLETIN TT TELEPHONE TERMINAL TTB TELEPHONE TERMINAL BOARD TTY TEXT TELEPHONES TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORIES UPS UNINTERRUPTIBLE POWER SUPPLY UTP UNSHIELDED TWISTED PAIR ISDN INTEGRATED SERVICES DIGITAL NETWORK ISO INTEGRATED STANDARDS ORGANIZARION IW INSIDE WIRING (CABLE) KHz KILOHERTZ KTS KEY TELEPHONE SYSTEM LAN LOCAL AREA NETWORK LASER LIGHT AMPLIFICATION BY STIMULATED EMISSION OF RADIATION LATA LOCAL ACCESS TRANSPORT AREA LBO LINE BUILDOUT LEC LOCAL EXCHANGE CARRIER LED LIGHT EMITTING DIODE LOCAP LOW CAPACITANCE MAP MANUFACTURING AUTOMATION/PROTOCOL MAX MAXIMUM MC MAIN CROSS-CONNECT MDF MAIN DISTRIBUTION FRAME M/G MOTOR/GENERATOR SET MH MAINTENANCE HOLE MICRON MICROMETER MIN MINIMUM MISC MISCELLANEOUS MODEM MODULATOR/DEMODULATOR MPOP MINIMUM POINT OF PRESENCE MTT MAIN TELEPHONE TERMINAL N NEWTON NEC NATIONAL ELECTRIC CODE NESC NATIONAL ELECTRIC SAFETY CODE NI NETWORK INTERFACE NIC NOT IN CONTRACT NID NETWORK INTERFACE DEVICE NIU NETWORK INTERFACE UNIT NRTL NATIONALLY RECOGNIZED TESTING LABORATORY NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFNP OPTICAL FIBER NON-CONDUCTIVE PLENUM OFNR OPTICAL FIBER NON-CONDUCTIVE RISER OPD OVERCURRENT PROTECTION DEVICE OPE OUTSIDE PLANT ENGINEER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSP OUTSIDE PLANT PAM PULSE AMPLITUDE MODULATE PB PULL BOX PBX PRIVATE BRANCH EXCHANGE PCM PULSE CODE MODULATION PIC POLYETHYLENE INSULATED CONDUCTOR PL PRIVATE LINES PLT PLANT PM PHASE MODULATION D/A DIGITAL TO ANALOG CONVERSION DAF DEDICATED ACCESS FACILITY DB DECIBEL DC DIRECTED CURRENT DCE DATA CIRCUIT-TERMINATION EQUIPMENT DCO DIGITAL CENTRAL OFFICE DD DISTRIBUTION DESIGNER DEMARC DEMARCATION POINT DGM DATA GRADE MEDIUM DTE DATA TERMINAL EQUIPMENT DW DISTRIBUTION WIRE DWG DRAWING(S) EBC EQUIPMENT BONDING CONDUCTOR EC ELECTRICAL CONTRACTOR EF ENTRANCE FACILITY EIA ELECTRONICS INDUSTRY ASSOCIATION ELEC ELECTRICAL EMC ELECTROMAGNETIC COMPATABILITY EMI ELECTROMAGNETIC INTERFACE EMR ELECTROMAGNETIC RADIATION EMT ELECTRICAL METALLIC TUBING ESS ELECTRONIC SWITCHING SYSTEM ETV EDUCATIONAL TELEVISION E/W EQUIPPED WITH EXCH EXCHANGE EXT EXTENSION FCC FEDERAL COMMUNICATIONS COMMISSION FD FLOOR DISTRIBUTION FDDI FIBER DISTRIBUTION DATA INTERFACE FDM FREQUENCY DIVISION MULTIPLEXING FDR FEEDER FO FIBER OPTIC FOTP FIBER OPTIC TRANSMISSION SYSTEM FREQ FREQUENCY FTP FOIL TWISTED PAIR GA GAUGE GEC GROUNDING ELECTRIC CONDUCTOR GHz GIGAHERTZ GND GROUND HC HORIZONTAL CROSS-CONNECT HF HIGH FREQUENCY HH HANDHOLE HVAC HEATING, VENTILATION AND AIR CONDITIONING Hz HERTZ IC INTERMEDIATE CROSS-CONNECT ICEA INSULATED CABLE ENGINEERS ASSOCIATION IDC INSULATION DISPLACEMENT CONNECTION IDF INTERMEDIATE DISTRIBUTION FRAME IEEE INTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS 8P8C 8-POSITION, 8-CONDUCTOR AC ALTERNATING CURRENT A/D ANALOG TO DIGITAL CONVERSION ACO ANALOG CENTRAL OFFICE ADA AMERICANS WITH DISABILITIES ACT ADO AUXILIARY DISCONNECT OUTLET AER AERIAL AFF ABOVE FINISHED FLOOR AIA AMERICAN INSTITUTE OF ARCHITECTS AM AMPLITUDE MODULATION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARMM PIC RISER, EXPANDED POLYETHYLENE PVC, 24 AWG, ALVYN ASCII AMERICAN STANDARD CODE FOR INFORMATION INTERCHANGE ATM ASYNCHRONOUS TRANSFER MODE AWG AMERICAN WIRE GAUGE B BURIED BC BONDING CONDUCTOR BBISDN BROADBAND INTEGRATED SERVICES DIGITAL NETWORK BD BUILDING DISTRIBUTOR BDF BUILDING DISTRIBUTION FRAME BEF BUILDING ENTRANCE FACILITY BER BIT ERROR RATE BIC BUILDING INDUSTRY CONSULTANT BICSI BUILDING INDUSTRY CONSULTING SERVICES BRISDN BASIC RATE INTEGRATED SERVICES DIGITAL NETWORK BTU BRITISH THERMAL UNIT CA CABLE CATV CABLE TELEVISION CBC COUPLED BONDING CONDUCTOR CC COMMUNICATIONS CONTRACTOR CCITT THE INTERNATIONAL TELEGRAPH AND TELEPHONE CONSULTATIVE COMMITTEE CD CONDUIT CDDI COPPER DISTRIBUTED DATA INTERFACE CDF COPPER DISTRIBUTION FRAME CDO COMMUNITY DIAL OFFICE CER COMPUTER EQUIPMENT ROOM CIRC CIRCUIT CFC COMMUNICATIONS FLAT CABLE CLO CLOSET CO CENTRAL OFFICE CODEC CODER/DECODER COE CENTRAL OFFICE EQUIPMENT COT CENTRAL OFFICE TERMINAL CPC CUSTOMER PREMISES COMMUNICATIONS CPE CUSTOMER PREMISES EQUIPMENT CPU CENTRAL PROCESSING UNIT CSA CANADIAN STANDARDS ASSOCIATION CSMA/CA CARRIER SENSE MULTIPLE ACCESS/COLLISION AVOIDANCE CSMA/CD CARRIER SENSE MULTIPLE ACCESS/COLLISION DETECTION GENERAL TELECOMMUNICATIONS LEGEND STANDARD 1-PORT TELECOMMUNICATIONS OUTLET. INSTALL (1) 8P8C MODULAR JACK INSERT INTO (1) 2-PORT SINGLE GANG FACEPLATE. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. INSTALL BLANK INSERTS IN ALL UNUSED PORTS. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. STANDARD 2-PORT TELECOMMUNICATIONS OUTLET. INSTALL (2) 8P8C MODULAR JACK INSERTS INTO (1) 2-PORT SINGLE GANG FACEPLATE. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. STANDARD 4-PORT TELECOMMUNICATIONS OUTLET. INSTALL (4) 8P8C MODULAR JACK INSERTS INTO (1) 4-PORT SINGLE GANG FACEPLATE. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. 2 TV FF 2 IPC WL FB2 FB4 STANDARD 2-PORT CATV OUTLET. INSTALL (1) 8P8C MODULAR JACK INSERT AND (1) F-CONNECTOR INSERT INTO (1) 2-PORT SINGLE GANG FACEPLATE. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. INSTALL (1)RG-6 CABLE FOR EACH F-CONNECTOR INSERT INSTALLED. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. WALL MOUNTED FURNITURE FEED. PROVIDE (2) 1-1/4" CONDUITS FROM WALL MOUNTED BOX TO CABLE SUPPORT SYSTEM. PROVIDE FLEXIBLE TECHFLEX NYLON BRAIDING SLEEVE MATERIAL FROM THE COVER PLATE TO FURNITURE ACCESS LOCATION. STANDARD 2-PORT CEILING MOUNTED TELECOMMUNICATIONS OUTLET. INSTALL (2) 8P8C MODULAR JACK INSERTS INTO (1) 4-PORT SINGLE GANG FACEPLATE MOUNTED ON BACKBOX. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSTALLED. TERMINATE ALL 8 CONDUCTORS. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. STANDARD 1-PORT CEILING MOUNTED IP CAMERA OUTLET. INSTALL (1) 8P8C MODULAR JACK INSERTS INTO (1) 2-PORT SURFACE MOUNTED DEVICE BOX MOUNTED IN BACKBOX. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. INSTALL BLANK INSERT IN ALL UNUSED PORTS. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. STANDARD 2-PORT CEILING MOUNTED WIRELESS ACCESS POINT OUTLET. INSTALL (2) 8P8C MODULAR JACK INSERTS INTO (1) 2-PORT SURFACE MOUNTED DEVICE BOX WITHIN WIRELESS ACCESS POINT ENCLOSURE. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. STANDARD PATHWAY OUTLET. PROVIDE (1) 1" CONDUIT WITH 4-11/16" X 4-11/16" X 3" DEEP BACKBOX WITH 1G DEVICE PLATE STUBBED ABOVE ACCESSIBLE CEILING. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. STANDARD 2-PORT FLOOR BOX TELECOMMUNICATIONS OUTLET. INSTALL (2) 8P8C MODULAR JACK INSERTS INTO (1) 2-PORT MOUNTING BRACKET IN DESIGNATED FLOORBOX LOCATION. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. COORDINATE FINAL LOCATION WITH ARCHITECTURAL DIMENSIONED DRAWINGS PRIOR TO ROUGH-IN. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. TELECOMMUNICATIONS CONTRACTOR TO PROVIDE MOUNTING BRACKET AND BEZEL IN FLOOR BOX DEVICE PROVIDED BY ELECTRICAL CONTRACTOR. COORDINATE IN FIELD. STANDARD 4-PORT FLOOR BOX TELECOMMUNICATIONS OUTLET. INSTALL (4) 8P8C MODULAR JACK INSERTS INTO (1) 4-PORT MOUNTING BRACKET IN DESIGNATED FLOORBOX LOCATION. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. COORDINATE FINAL LOCATION WITH ARCHITECTURAL DIMENSIONED DRAWINGS PRIOR TO ROUGH-IN. REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. TELECOMMUNICATIONS CONTRACTOR TO PROVIDE MOUNTING BRACKET AND BEZEL IN FLOOR BOX DEVICE PROVIDED BY ELECTRICAL CONTRACTOR. COORDINATE IN FIELD. FF PT FLOOR MOUNTED FURNITURE FEED, POKE THRU. PROVIDE (1) 2" CONDUIT TO CABLE SUPPORT SYSTEM OF FLOOR BEING SERVED. CABLING SHOULD NOT BE RUN IN CABLE SUPPORT SYSTEM ON FLOOR BELOW. PROVIDE FLEXIBLE TECHFLEX NYLON BRAIDING SLEEVE MATERIAL FROM THE COVER PLATE TO FURNITURE ACCESS LOCATION. GENERAL DEMOLITION NOTES: 1.REFER TO ARCHITECTURAL DRAWINGS FOR THE FULL EXTENT OF THE SCOPE OF WORK. THE TECHNOLOGY SCOPE OF WORK MAY EXTEND BEYOND THE AREA DEFINED BY THE ARCHITECTURAL DEMOLITION PLANS TO FULLY COMPLY WITH VARIOUS REQUIREMENTS DEFINED BY THESE NOTES. 2.THE TECHNOLOGY DEMOLITION PLANS INDICATE THE GENERAL INTENT AND ARE NOT INTENDED TO SHOW ALL ITEMS TO BE REMOVED OR RETAINED. THE TECHNOLOGY CONTRACTOR SHALL VISIT THE SITE PRIOR TO THE SUBMISSION OF BIDS TO BECOME FAMILIAR WITH THE ACTUAL CONDITIONS AND EXTENT OF WORK. DEVICES AND EQUIPMENT LOCATED ON THE WALL AND/OR CEILING TO BE REMOVED SHALL BE DISCONNECTED AND MADE SAFE. THE TECHNOLOGY CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY UNANTICIPATED HIDDEN CONDITIONS ENCOUNTERED DURING DEMOLITION. 3.THE TECHNOLOGY CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL SYSTEMS OR BUILDING COMPONENTS DAMAGED DURING THE EXECUTION OF THE WORK. DAMAGE SHALL INCLUDE BUT NOT BE LIMITED TO DESTRUCTION OR DISPOSAL OF ITEMS INTENDED TO REMAIN OR TO BE SALVAGED. 4.THE TECHNOLOGY CONTRACTOR SHALL TRACE AND LABEL ALL EXISTING CABLING WITHIN THE AREA OF DEMOLITION SCOPE OF WORK PRIOR TO DISCONNECTION. 5.THE TECHNOLOGY CONTRACTOR SHALL IDENTIFY ALL CABLING AND SYSTEM COMPONENTS WHICH ARE TO REMAIN WITHIN THE AREA OF DEMOLITION SCOPE. THERE SHALL BE NO INTERRUPTION OF SERVICE TO ANY AREA OUTSIDE THE SCOPE LIMITS WITHOUT APPROVAL FROM THE OWNER'S REPRESENTATIVE. EXISTING EQUIPMENT TO REMAIN SHALL BE LEFT IN A CODE COMPLIANT MANNER. 6.THE TECHNOLOGY CONTRACTOR SHALL REMOVE ALL CABLING AND RACEWAYS TO THEIR POINTS OF ORIGIN WITHIN THE AREA OF DEMOLITION SCOPE. ITEMS IDENTIFIED FOR DEMOLITION SHALL NOT BE ABANDONED IN PLACE. RACEWAY THAT ENTER MASONRY WALLS OR FLOORS SHALL BE CUT FLUSH AT THE SURFACE FOR PATCHING BY OTHERS. 7.THE TECHNOLOGY CONTRACTOR SHALL TEMPORARILY SUPPORT ALL LOW VOLTAGE CABLING AND ASSOCIATED ITEMS TO REMAIN THAT ARE AFFECTED BY DEMOLITION OF THE BUILDING STRUCTURAL COMPONENTS (WALL, CEILINGS, ETC.) TEMPORARY SUPPORTED ITEMS SHALL BE PERMANENTLY SUPPORTED AND INSTALLED WHEN FINALIZED STRUCTURES ARE IN PLACE. 8.ALL REMOVED ITEMS SHALL BE LEGALLY DISPOSED OF UNLESS IDENTIFIED FOR USE. THE OWNER'S REPRESENTATIVE SHALL INSPECT ALL RETAINED ITEMS PRIOR TO PLACEMENT IN THE IDENTIFIED STORAGE LOCATION BY TECHNOLOGY CONTRACTOR. 9.COORDINATE WITH GENERAL, MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACTORS FOR EXISTING EQUIPMENT TO BE REMOVED. DISCONNECT AND REMOVE ANY TECHNOLOGY DEVICES PRIOR TO EQUIPMENT BEING REMOVED. 10.THE CONTRACTOR SHALL PROVIDE BLANK METAL PLATES FOR ALL JUNCTION/DEVICE BOXES NO LONGER IN USE. 11.ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR TO MINIMIZE DISRUPTION TO THE NORMAL DAILY FUNCTIONING OF THE OCCUPIED. 12.ALL NON-ATTACHED ITEMS, SUCH AS MOBILE EQUIPMENT, DESKTOP PC OR PHONES SHALL BE REMOVED BY OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. 13.UPON COMPLETION, CLEAN ALL AREAS AND REMOVE ALL DEMOLITION MATERIALS, CLEAN ALL ADJACENT AREA AFFECTED BY DEMOLITION. 14.ALL NETWORK EQUIPMENT AND WIRELESS ACCESS POINTS SHALL BE REMOVED BY OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. DEMOLITION KEYNOTES: REMOVE ALL EXISTING NURSE CALL DEVICES WITHIN THE LIMIT OF WORK COMPLETELY BACK TO THE POINT OF ORIGIN. CABLING AND RACEWAY TO BE DISPOSED OF PROPERLY. NURSE CALL DEVICES, CONTROLLERS, POWER SUPPLIES ARE TO BE TURNED OVER TO OWNER. DECOMMISSION OR BY-PASS ALL NURSE CALL DEVICES TO BE REMOVED PRIOR TO COMMENCEMENT OF WORK. 1 REMOVE ALL EXISTING OVERHEAD PAGING SYSTEMS WITHIN THE LIMIT OF WORK BACK TO THE LOCAL PAGING EQUIPMENT HEAD-END. SPEAKERS, BACK BOXES, CABLING AND RACEWAY TO BE DISPOSED OF PROPERLY. COORDINATE EXISTING PAGING SYSTEM WITH OWNER STAFF TO MAINTAIN PAGING FEED, CABLE OR CONNECTING PAGING ZONES. 2 REMOVE ALL EXISTING TELECOMMUNICATIONS, SECURITY, VIDEO SURVEILLANCE AND INTERCOM DEVICES WITHIN THE LIMIT OF WORK COMPLETELY BACK TO POINT OF ORIGIN. CABLING AND RACEWAY TO BE DISPOSED OF PROPERLY. EXISTING PATCH PANELS TO BE REMOVED FROM EXISTING COMMUNICATIONS ROOMS ARE TO BE TURNED OVER TO THE OWNER AT A LOCATION DESIGNATED BY OWNER. REFER TO ARCHITECTURAL DEMOLITION PLANS FOR EXACT SCOPE OF WORK TO BE DEMOLISHED. 3 EXISTING DAS INSTALLATION SHALL BE REMOVED/REPLACED BY OWNERS DAS INSTALLATION VENDOR. COORDINATE WITH OWNER PRIOR TO START OF WORK. 4 THE TELECOMMUNICATIONS CONTRACTOR SHALL COORDINATE TEMPORARY REMOVAL OF ALL CEILING MOUNTED TECHNOLOGY DEVICES WITHIN THE AREA OF WORK WHERE REQUIRED FOR ANY CEILING REMOVAL. UPON COMPLETION OF ABOVE CEILING WORK, REINSTALL AND RECONNECT DEVICES AS REQUIRED BACK TO CURRENT CONDITION. 5 STANDARD ROOM SCHEDULER OUTLET. INSTALL (2) 8P8C MODULAR JACK INSERTS INTO (1) 2-PORT SINGLE GANG FACEPLATE. INSTALL (1) DEDICATED UTP CATEGORY CABLE FOR EACH 8P8C MODULAR JACK INSERT INSTALLED. TERMINATE ALL 8 CONDUCTORS. COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. REFER TO COMMUNICATIONS DETAILS FOR MORE INFORMATION. RS 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :4 9 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T00-01 COMMUNICATIONS LEGEND JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 FITNESS CENTER 108 CONFERENCE ROOM 104 RECEPTION 100 BREAKROOM 103 CORRIDOR 121 CLASSROOM 111 CATERING KITCHEN 112 BANQUET HALL/ MULTIPURPOSE 117 LOUNGE 101 BANQUET HALL STORAGE 116 STORAGE 122 ELEC. 118 AV. 119 TELEPHONE ROOM 106 MEETING ROOM 105 WORKSTATIONS 107 JANITOR 114 TRASH 113 GAME LOUNGE PANTRY BANQUETTE SHELVING STOR. 120 WOMENS 126 MENS 127 ELECTRICAL 123 LOUNGE LOUNGE CLASSROOM 109 RE C E P T I O N CO R R I D O R 10 2 MECH 125 F G H I J K L M 2 2.2 3 4 T20-01 1 4 4 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLWL WL WL WL WL WL WL FB4 FB4 2 2 2 2 2 2 TV 2 222 RS RSRSRS IPC 4 2 2 TV TV TV 4 4 WLWL WL WL WL FB2 2 2 2 WL WL WL WL WL 1 DATA FOR TURNSTILE. COORDINATE WITH ARCHITECTURAL DRAWINGS. (3) 4" CONDUITS TO EXISTING IDF 12"x4" (1) 2" CONDUIT TO KIOSK IPC IPC IPC IPC IPC IPC IPC IPC IPC IPCIPC IPC IPC IPC IPC IPC IPC IPC IPC IPC IPC IPC IPC IPC IPC IPC IPCIPC FB4 FB4 FB4 FB4 2 1X4 EZ-PATH SLEEVE FIRESTOPPING SYSTEM 1X5 EZ-PATH SLEEVE FIRESTOPPING SYSTEM 1X5 EZ-PATH SLEEVE FIRESTOPPING SYSTEM 12"x4"12"x4" 12 " x 4 " 12"x4" 12 " x 4 " 1X5 EZ-PATH SLEEVE FIRESTOPPING SYSTEM 2 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :5 5 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T10-01 COMMUNICATIONS LEVEL 01 FLOOR PLAN JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 KIOSK OFFICE 131 KIOSK 130 J K 1.2 2 (1) 2" CONDUIT TO KIOSK T20-01 1 2 2 WL 2 2 2 2 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :5 7 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T11-01 COMMUNICATIONS LEVEL 01 FLOOR PLAN - KIOSK JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 T20-01 3 T20-014 EXISTING EQUIPMENT CABINET EQUIPMENT CABINET EXISTING SECURITY WALLFIELD EXISTING SERVICE PROVIDERS WALLFIELD SE C U R I T Y W A L L F I E L D EXISTING 3/4" PLYWOOD T. O GROUND LEVEL 0' -0" EXISTING EQUIPMENT CABINET RESERVED SPACE FOR ADDITIONAL OWNERS NETWORK EQUIPMENT 12" CABLE RUNWAY (TYPICAL) EQUIPMENT CABINET 1U FIBER DISTRIBUTION CABINET 2U 48-PORT CATEGORY 6 ANGLED PATCH PANEL (TYPICAL) 1U 48-PORT NETWORK SWITCH BY OWNER (TYPICAL) 2U UPS BY OWNER 12" CABLE RUNWAY (TYPICAL) (3) 4" CONDUITS TO CABLE TRAY. SEE FLOOR PLANS. (1) 2" CONDUIT TO KIOSK. SEE FLOOR PLANS. T. O GROUND LEVEL 0' -0" T. O GROUND LEVEL 0' -0" 12" CABLE RUNWAY (TYPICAL) EXISTING 3/4" PLYWOOD SECURITY WALLFIELD SEE SECURITY DRAWINGS FOR ADDITIONAL INFORMATION. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 8 :0 1 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T20-01 COMMUNICATIONS PART PLANS AND ELEVATIONS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/2" = 1'-0"1 EXISTING IDF ROOM PART PLAN 1 1/2" = 1'-0"3 LEVEL 01 IDF ROOM 122 RACK ELEVATION 1/2" = 1'-0"2 EXISTING IDF REFLECTED CEILING PLAN 1/2" = 1'-0"4 EXISTING IDF WEST WALL ELEVATION NO.ISSUE DATE PERMIT SET 12.06.2018 TYPICAL LABEL AREA TYPICAL LABEL AREA CATEGORY CABLE (TYPICAL) - SEE SPEC TYPICAL CABLE LABEL PROVIDE LABELING PER OWNER STANDARDS 8P8C MODULAR JACK INSERT (TYPICAL) PROVIDE PULL STRING AT ALL OUTLET LOCATIONS LA B E L LA B E L 2 CONDUIT BY E.C. DOUBLE GANG BACKBOX RS FB2 TYPICAL LABEL AREA TYPICAL LABEL AREA CATEGORY CABLE (TYPICAL) -SEE SPEC TYPICAL CABLE LABEL DOUBLE GANG BACKBOX PROVIDE LABELING PER OWNER STANDARDS 8P8C MODULAR JACK INSERT (TYPICAL) PROVIDE PULL STRING AT ALL OUTLET LOCATIONS LA B E L 1 CONDUIT BY E.C. IPC TYPICAL LABEL AREA TYPICAL LABEL AREA CATEGORY CABLE (TYPICAL) -SEE SPEC TYPICAL CABLE LABEL DOUBLE GANG BACKBOX PROVIDE LABELING PER OWNER STANDARDS 8P8C MODULAR JACK INSERT (TYPICAL) PROVIDE PULL STRING AT ALL OUTLET LOCATIONS 4 LA B E L CONDUIT BY E.C. LA B E L LA B E L LA B E L FB4 TYPICAL LABEL AREA CATEGORY CABLE (TYPICAL) -SEE SPECS TYPICAL CABLE LABEL 2-PORT SURFACE MOUNTED BOX PROVIDE LABELING PER OWNER STANDARDS 8P8C MODULAR JACK INSERT WL LA B E L LA B E L TOP VIEW FRONT VIEW INTEGRAL PLASTIC DOOR SHUTTER DOUBLE GANG BACKBOX SINGLE GANG FACEPLATE COAXIAL RG-6 F-TYPE CONNECTOR TV PROVIDE PULL STRING AT ALL OUTLET LOCATIONS CONDUIT BY E.C. PROVIDE LABELING PER OWNER STANDARDS TYPICAL CABLE LABEL RG-6 CABLE FROM WORK AREA OUTLET TO ABOVE CEILING AT WORK AREA OUTLET LOCATION. SPLICE SHALL BE CONNECTED ABOVE CEILING. F-SPLICE BULKHEAD ABOVE CEILING AT WORK AREA OUTLET WHERE HOMERUN FROM ZONED IDF IS GREATER THAN 200 FEET -PROVIDE RG-11U CABLING TO ABOVE ACCESSIBLE CEILING AT WORK AREA OUTLET -PROVIDE F-SPLICE BULKHEAD TO CONVERT TO RG-6U -PROVIDE RG-6U IN-WALL DOWN TO WORK AREA TERMINATION RG-11 CABLING REQUIRED FOR HORIZONTAL RUN EXCEEDING 200 FEET LA B E L TYPICAL LABEL AREA TYPICAL LABEL AREA CATEGORY CABLE (TYPICAL) - SEE SPEC 8P8C MODULAR JACK INSERT (TYPICAL) LA B E L 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 8 :0 2 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T40-01 COMMUNICATIONS FACEPLATE DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 N.T.S.2 STANDARD 2-PORT OUTLET N.T.S.1 STANDARD 1-PORT OULET 12" = 1'-0"3 STANDARD 4-PORT OUTLET N.T.S.4 2-PORT OUTLET FOR WIRELESS ACCESS POINT 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.5 STANDARD TELEVISION OUTLET NO.ISSUE DATE PERMIT SET 12.06.2018 6 CABLES 12 CABLES 20 CABLES 28 CABLES 40 CABLES 56 CABLES 100 CABLES 1-INCH 2-INCH 3-INCH 1-1/4-INCH 1-1/2-INCH 2-1/2-INCH 4-INCH EMT TRADE SIZE ALLOWABLE NO. OF CAT 6 CABLES ** ** CABLE COUNT BASED ON NEC ALLOWABLE FILL RATIO CABLE RUNWAY BUTT SPLICE RUNWAY (SIZE VARIES) REFER TO PART PLAN FOR REQUIREMENTS JUNCTION SPLICE KIT RUNWAY (SIZE VARIES) REFER TO PART PLAN FOR REQUIREMENTS PROVIDE END CAP AT ALL CUT/ROUGH ENDS WALL ANGLE WITH J-BOLTS WALL ANGLE WITH J-BOLTS CABLE RUNWAY ELEVATION KIT CABLE RUNWAY ELEVATION KIT RJ-45 8-PIN 8-CONDUCTOR PIN ASSIGNMENTS R4T4R3T1R1T3R2T2 1 2 3 4 5 6 7 8 PAIR 2 PAIR 4PAIR 1 PAIR 3 W-O O W-G BL W-BL G W-BR BR WALL FRAMINIG -SEE ARCHITECTURAL DRAWINGS TRIPLE GANG WALL ANGLE BRACKET -B-LINE SERIES BB8 4-11/16" SQUARE METAL PLATE WITH PLASTER RING SIZE PER GWB THICKNESS -COORDINATE WITH ARCHITECTURAL PLANS 1" CONDUIT TO ABOVE ACCESSIBLE CEILINGS BY E.C. OUTSIDE OF ROOM AT LOCAL CABLE SUPORT SYSTEM IN THE MAIN OR SECONDARY CORRIDORS - TERMINATE STUB WITH PLASTIC BUSHING FRONT VIEWSIDE VIEW PROVIDE PULL STRING WITHIN CONDUITS - SECURE TO STRUCTURE ABOVE BACK BOX POSITION DETERMINED BY PLACEMENT ON PLANS RACO 260, 4-11/16" SQUARE x 3-1/4" DEEP BACK BOX (RACO 260) COORDINATE HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN FLUSH FACEPLATE - REFER TO DETAILS GWB PARTITION FRAMING GALVANIZED THREADED ROD - SECURE TO STRUCTURE ABOVE GALVANIZED METAL CHANNEL STRUT WITH INTEGRAL LIP CONDUIT PIPE CLAMP 4" TRADE SIZE CONDUIT -SEE PLAN FOR EXACT QUANTITY NOTES: 1. METAL CHANNEL STRUT SUPPORT LONGER THAN 36" SHALL BE INSTALLED WITH A CENTER SUPPORT ROD. ROOM# ALPHA SEQUENCE "A" LABEL AREA ROOM# -ALPHA- NUMERIC SEQUENCE CLOCKWISE WITHIN ROOM OR SPACE 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 8 :0 4 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T40-02 COMMUNICATIONS DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 N.T.S.4 EMT CONDUIT FILL TABLE N.T.S.3 OVERHEAD RUNWAY SYSTEM DETAIL N.T.S.2 T568B WIRING SCHEME 3" = 1'-0"5 STANDARD DOUBLE GANG BACK BOX INSTALLATION DETAIL 3" = 1'-0"6 TYPICAL CONDUIT SUPPORT DETAIL N.T.S.1 TYPICAL OUTLET LABELING DETAIL 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 TYPICAL WIDE BASE, J- HOOK CABLE MANAGEMENT (SEE SPEC) FASTENER NUT 1/4" THREADED ROD ANCHOR BRACKET CABLE MANAGEMENT TIE (TYPICAL ALL J-HOOKS) STRUCTURE ABOVE ACCESSIBLE CEILING NOTES: 1.J-HOOKS SHALL BE MOUNTED EVERY 48" to 60"; O.C. MINIMUM AND ACCESSIBLE AT ALL TIMES. MAINTAIN MINIMUM OF 6" OF CLEARANCE FROM CEILING TILES AND OTHER OBSTRUCTIONS. 2.J-HOOK PATHWAY MUST BE CONTINUOUS. ALL J-HOOKS SHALL BE MOUNTED ABOVE CEILING AT AN ACCESSIBLE AREA. AREAS THAT ARE NOT ACCESSIBLE SHALL TRANSITION TO A CONDUIT PATHWAY. 3.MALLEABLE BEAM CLAMP METHOD OF HANGING J-HOOKS SHALL BE ACCEPTED WHEN HANGING OFF OF STRUCTURAL STEEL ONLY. 4.DO NOT MOUNT J-HOOKS TO SUPPORT BEAMS OR STRUCTURES THAT HAVE SPRAYED-ON FIRE PROOFING MATERIAL. MOUNTING SUPPORT HOOKS MUST NOT DISTURB THE FIRE RATING OF ANY STRUCTURE. SECURE TRAY TO PLYWOOD BACKER BOARD CABLE RUNWAY DISTRIBUTION SYSTEM PARTITION -SEE ARCHITECTURAL DRAWINGS SLEEVES FOR HORIZONTAL CABLING -SEE PLAN FINISHED FLOOR -SEE PLAN TYPICAL IDF ROOM ACCESSIBLE CEILING - SEE RCP INACCESSIBLE CEILING - SEE RCP J-HOOK CABLE SUPPORT SYSTEM WITH 1/4" THREADED ROD (TYPICAL) PROVIDE THREADED, INSULATED BUSHINGS EACH END OF SLEEVE (TYPICAL) EXTEND SLEEVES AND CONDUITS BEYOND PARTITION WALL INTO ROOM A MIN. OF 3-INCHES - TRANSITION DISTANCE (SEPARATION) BETWEEN SLEEVES OR CONDUITS AND COMMUNICATION ROOM RUNWAY SYSTEM SHALL NOT EXCEED 6- INCHES INACCESSIBLE CEILING OR SOFFIT AREA 1" CONDUIT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING TO LOCAL CABLE TRAY SUPPORT SYSTEM IN THE MAIN AND SECONDARY CORRIDORS ON THE FLOOR. PARTITION WALL DEVICE BOX ACCESSIBLE CEILING FINISHED FLOOR CEILING SLAB OR SUPPORT TYPICAL COMMUNICATIONS FACEPLATE HORIZONTAL DISTRIBUTION CABLE FROM WORK AREA OUTLET TO NEAREST TECHNOLOGY DISTRIBUTION ROOM (TDR) 1. AT ALL TECHNOLOGY OUTLETS, CONDUIT SHALL BE INSTALLED FROM EACH DEVICE BACKBOX TO NEAREST ACCESSIBLE CEILING AREA CONTAINING A CABLE TRAY SUPPORT SYSTEM IN MAIN OR SECONDARY CORRIDOR ON THE FLOOR. CABLE ROUTED ABOVE INACCESSIBLE OR "HARD" CEILINGS SHALL BE INSTALLED IN CONDUIT. GENERAL NOTES: CO O R D I N A T E W I T H AR C H I T E C T U R A L DR A W I N G S TERMINATE CONDUIT ON CABLE TRAY TYPICAL CABLE TRAY THREADED, INSULATED BUSHING (TYPICAL) T40-02 5 T40-03 4 TYPICAL WIRE BASKET CABLE TRAY DISTRIBUTION SYSTEM 3/8" DIAMETER THREADED ROD THREADED ROD PROTECTOR HEAVY DUTY/SUPPORT CHANNEL/HANGER ASSEMBLY. (1-5/8" UNISTRUT EVERY 60") CONDUIT CONNECTOR TO WIRE BASKET CABLE TRAY 1" CONDUIT FROM WORK AREA OUTLET INACCESSIBLE CEILING OR SOFFIT AREA 1" CONDUIT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING TO LOCAL J-HOOK SUPPORT SYSTEM IN THE MAIN OR SECONDARY CORRIDOR ON THE FLOOR. PARTITION WALL DEVICE BOX ACCESSIBLE CEILING FINISHED FLOOR CEILING SLAB OR SUPPORT TYPICAL COMMUNICATIONS FACEPLATE HORIZONTAL DISTRIBUTION CABLE FROM WORK AREA OUTLET TO TECHNOLOGY DISTRIBUTION ROOM (TDR) 1.AT ALL TECHNOLOGY OUTLETS, CONDUIT SHALL BE INSTALLED FROM EACH DEVICE BACKBOX TO NEAREST ACCESSIBLE CEILING AREA CONTAINING A J-HOOK CABLE SUPPORT SYSTEM IN MAIN OR SECONDARY CORRIDOR ON FLOOR. CABLE ROUTED ABOVE INACCESSIBLE OR "HARD" CEILINGS SHALL BE INSTALLED IN CONDUIT. GENERAL NOTES: CO O R D I N A T E WI T H AR C H I T E C T U R A L DR A W I N G S TERMINATE CONDUIT WITHIN 6" OF CABLE SUPPORT SYSTEM THREADED, INSULATED BUSHING (TYPICAL) J-HOOK CABLE SUPPORT SYSTEM WITH 1/4" THREADED ROD (TYPICAL) 48" TO 60" ON CENTER T40-02 5 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 8 :0 5 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T40-03 COMMUNICATIONS DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 12" = 1'-0"1 TYPICAL WIDE AREA J-HOOK DETAIL N.T.S.2 IDF/MDF CABLE SUPPORT SYSTEM TRANSITION 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.3 CONDUIT/BACKBOX WALL DEVICE DETAIL - CABLE TRAY N.T.S.4 TYPICAL WIRE BASKET CONDUIT CONNECTION DETAIL N.T.S.5 WALL DEVICE DETAIL - J-HOOK NO.ISSUE DATE PERMIT SET 12.06.2018 4-GANG SPACE RESERVED FOR A/V 2-GANG SPACE RESERVED FOR ELECTRICAL2-GANG SPACE RESERVED FOR COMMUNICATIONS 2" KNOCK OUT (TYPICAL) 3/4" KNOCK OUT (TYPICAL) REMOVABLE MODULE WITH (2) 2-GANG DEVICE OPENINGS TUNNEL SYSTEM FOR CONNECTION BETWEEN MODULES WIREMOLD EVOLUTION 8 GANG FLOORBOX -PROVIDED BY ELECTRICAL CONTRACTOR REMOVABLE MODULE WITH (1) 4 GANG DEVICE OPENING 1-1/4" KNOCK OUT (TYPICAL) SLAB FINISHED CEILING -SEE RCP FLOOR BOX DEVICE PROVIDED BY ELECTRICAL CONTRACTOR (1) 1" CONDUIT FOR ELECTRICAL (2) 1-1/2" AND (1) 2" CONDUIT FOR AV AND (1) 1-1/2" CONDUIT FOR TELECOMMUNICATIONS NOTE: •ALL CONDUITS SHALL BE PLACED IN CORE THROUGH SLAB AND RETURN UP A COMMON WALL WITHIN ROOM AND THEN TO ACCESSIBLE CORRIDOR (TELECOMMUNICATIONS ONLY) •FURNISH AND INSTALL CONDUIT ADAPTER FITTINGS FOR FLOOR BOX FOR COMPLETE INSTALLATION AS NEEDED. (2) 1-1/2" AND (1) 2" CONDUIT TO STUB UP WITHIN ROOM FOR AV SYSTEMS. (1) 1" CONDUIT STUB UP WITHIN ROOM FOR ELECTRICAL CONNECTION. (1) 1-1/2" CONDUIT TO STUB WITHIN ACCESSIBLE CORRIDOR CEILING FOR TELECOMMUNICATIONS T40-04 1 6" CABLE RUNWAY ELEVATION KIT 1/2" THREADED ROD TO STRUCTURE ABOVE 1-5/8"X7/8" UNISTRUT L6-20R RECEPTACLE(TYPICAL) 5-20R DUPLEX RECEPTACLE(TYPICAL) POWER FEED ALA4800 WIREMOLD POWER FEED ALIGN TOP OF WIREMOLD WITH TOP OF OVERHEAD RUNWAY BEHIND 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 8 :0 7 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T40-04 COMMUNICATIONS DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.1 FLOOR BOX DETAIL N.T.S.2 TELECOMMUNICATIONS CONDUIT PATHWAY FOR IN-SLAB FLOOR BOX N.T.S.3 IDF RACK WIREMOLD RECEPTACLE LAYOUT NO.ISSUE DATE PERMIT SET 12.06.2018 3/8" DIAMETER THREADED ROD & FINNED NUT SI D E R A I L SE E P L A N TYPICAL HOLD DOWN PLATE HEAVY DUTY SUPPORT CHANNEL/HANGER ASSEMBLY (1-5/8" UNISTRUT EVERY 60") "T" INTERSECTION SHALL BE A RADIUS CABLE TRAY SECTION 90° SHALL BE A RADIUS CABLE TRAY SECTION CABLE TRAY "T" SECTION CABLE TRAY 90° SECTION WIRE BASKET CABLE TRAY DISTRIBUTION SYSTEM APPROVED ANCHOR BOLT THREADED ROD PROTECTOR TYPICAL HOLD DOWN PLATE 3/8" DIAMETER THREADED ROD & FINNED NUT HEAVY DUTY SUPPORT CHANNEL/HANGER ASSEMBLY (1-5/8" UNISTRUT EVERY 60") CEILING SLAB TYPICAL WIRE BASKET TYPE STEEL CABLE TRAY DISTRIBUTION SYSTEM 3/8" DIAMETER THREADED ROD THREADED ROD (CABLE) PROTECTOR TO EXTEND UP 6" FROM BOTTOM OF TRAY HEAVY DUTY/HANGER ASSEMBLY SUPPORT CHANNEL EVERY 60" (1-5/8" UNISTRUT EVERY 60") ISOMETRIC VIEW CL E A R A N C E ( T Y P I C A L ) 12 - I N C H E S A C C E S S (THIS WILL VARY PER PROJECT) 12" TRAY WIDTH (T H I S W I L L V A R Y P E R P R O J E C T ) 6" S I D E R A I L 72 SQUARE INCHES OF USABLE CABLE TRAY AREA (SEE NOTE 1) (THIS WILL VARY PER PROJECT) THREADED ROD PROTECTOR NOTES: 1.MAINTAIN A CLEARANCE OF 12" BETWEEN TOP OF TRAY AND CEILING STRUCTURE OR OTHER EQUIPMENT OR RACEWAY. 2.MAINTAIN A CLEARANCE OF 12" BETWEEN AT LEAST ONE SIDE OF THE TRAY AND NEARBY OBJECTS. 3.MAINTAIN A CLEARANCE OF 6" BETWEEN BOTTOM OF CABLE TRAY AND CEILING GRID OR OTHER EQUIPMENT OR RACEWAY. WIRE BASKET CABLE TRAY DISTRIBUTION SYSTEM TYPICAL FIRESTOPPING SLEEVE SYSTEM SEE NOTE 1 NON RATED OR RATED PARTITION WIRE BASKET CABLE TRAY DISTRIBUTION SYSTEM ACCESSIBLE CEILING (TYPICAL) NOTE TO CONTRACTOR: COMBINED USABLE AREA OF CONDUITS SHALL BE EQUAL TO AREA OF TRAY INSTALLED. SEE TABLE BELOW (TYPICAL) PARTITION -SEE ARCHITECTURAL DRAWINGS FIRESTOPPING SLEEVES FOR HORIZONTAL CABLING -REFER TO DRAWING T505 DETAIL 5 FOR ADDITIONAL INFORMATION FINISHED FLOOR -SEE PLAN ACCESSIBLE CEILING - SEE RCP WIRE BASKET CABLE TRAY -SEE PLANS FOR LOCATIONS AND SIZES -REFER TO DETAIL 1 ON THIS DRAWING FOR ADDITIONAL INFORMATION. EXTEND FIRESTOPPING SLEEVES BEYOND PARTITION WALL INTO ROOM A MIN. OF 3-INCHES - TRANSITION DISTANCE NUMBER OF FIRESTOPPING SLEEVES 6" x 6" TRAY SIZE 3 12" x 4"4 12" x 6"6 18" x 4"6 18" x 6"9 24" x 4"8 24" x 6"12 WIRE BASKET CABLE TRAY SHALL BE STOPPED 6" FROM PARTITION ACCESSIBLE CEILING - SEE RCP WIRE BASKET CABLE TRAY SHALL BE STOPPED 6" FROM PARTITION EXTEND FIRESTOPPING SLEEVES BEYOND PARTITION WALL INTO ROOM A MIN. OF 3- INCHES -TRANSITION DISTANCE. CONTRACTOR TO PROVIDE WATERFALL RADIUS FOR CABLE TRANSITION STRESS RELIEF AT EACH FIRESTOPPING SLEEVE. 6" MAX 6" MAX FRAMING DETAIL -SIDE SECTION FRAMING DETAIL -FRONT SECTION TYPICAL SINGLE SLEEVE WALL PLATE (USE APPROPRIATE WALL PLATE FOR NUMBER OF SLEEVES) INTUMESCENT MATERIAL FIRE RATED SLEEVECROSS BRACE STUD TYPICAL 4"X4" FIRE RATED SLEEVE -SEE PLANS PARTITION -SEE ARCHITECTURAL PLAN CROSS BRACE STUDS MUST BE INSTALLED ABOVE AND BELOW ALL FIRE RATED SLEEVE UNITS TYPICAL 5/5 SLEEVE WALL PLATE SECURED TO STUDS TYPICAL 4"X4" FIRE RATED SLEEVE TYPICAL STUD -SEE ARCHITECTURAL PLAN CROSS BRACE STUD SLEEVE DETAIL -AXONOMETRIC VIEW FRONT VIEW TYPICAL 5/5 SLEEVE WALL AND FLOOR PLATE ASSEMBLY 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 8 :0 9 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t T40-05 COMMUNICATIONS DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 N.T.S.1 TYPICAL CABLE TRAY DETAILS GENERAL REQUIREMENTS: 1.PROVIDE 4-INCH FIRESTOPPING SLEEVES AT PARTITION WALLS IN ORDER TO PROVIDE CONTINUOUS PATHWAY THROUGH PARTITION WALLS BETWEEN CABLE TRAY SUPPORT SYSTEMS. QUANTITY OF 4-INCH (INSIDE DIAMETER) CONDUIT SLEEVES SHALL MEET OR EXCEED THE USEABLE CABLE TRAY AREA IN SQUARE INCHES. 2.FIRESTOP ALL PARTITION WALL PENETRATIONS AND CONDUIT SLEEVES WITH CERTIFIED FIRESTOP SYSTEM AS REQUIRED TO MAINTAIN THE FIRESTOP AND FIRE RESISTIVE RATING REQUIREMENTS OF THE PARTITION WALL IN ACCORDANCE WITH THE ARCHITECT. N.T.S.3 PARTITION WALL PENETRATION DETAIL - NON FIRE RATED AND RATED 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.2 TYPICAL "EZ-PATH SERIES 44" SLEEVE DETAIL - FIRESTOPPED NO.ISSUE DATE PERMIT SET 12.06.2018 J K 2. 2 1 3 2 TR A S H CO M P A C T O R JA N I T O R RO O M LO C K E R S UT E N S I L WA S H CO L D HO L D I N G HO T HO L D I N G BA N Q U E T DI S H -UP EX H I B I T I O N KI T C H E N R R 5 5 5 7 R H8 8 8 8 10 11 14 3 F R 6 8 8 19 2021 383431 30 32 23 24 26 25 27 29 DR Y ST O R A G E 31 30 35 36 37 39 41 44 42 43 45 47 48 494950 51 DM 52 33 53 55 4 IC E PR O D U C T I O N 56 57 58 6 5 5 6 9 5 15 35 35 35 35 35 35 35 35 35 35 35 K1.2 K4 K7K8K9K11K12K14K16K15K17KIOSKRFIRK6K1 K2 GE N E R A L N O T E S DI M E N S I O N S H O W N A R E D E S I G N P U R P O S E S O N L Y & A R E T O B E C O N S I D E R E D F R O M FI N I S H E D W A L L S . A L L D I M E N S I O N S G I V E N M U S T B E F I E L D V E R I F I E D B E F OR E F I N A L PL A N S A R E S U B M I T T E D . TH E S E D R A W I N G S A R E I N T E N D E D T O B E U S E D I N C O N J U N C T I O N S W / T H E W R IT T E N F O O D S E R V I C E EQ U I P M E N T S P E C I F I C A T I O N S A S W R I T T E N B Y I N M A N F O O D S E R V I C E S G R O U P & I N C O O R D I N A T I O N W/ A R C H I T E C T U R A L / E N G I N E E R I N G D R A W I NG S A S A N A I D T O A L L C O N T R A C T O RS I N V O L V E D W/ F O O D S E R V I C E E Q U I P M E N T . IN D I C A T E D M E C H A N I C A L , E L E C T R I C A L & P L U M B I N G I N F O R M A T I O N & O U T L E TS H A V E B E E N LO C A T E D A S A C C U R A T E L Y A S C A N B E D E T E R M I N E D & A R E I N T E N D E D T O S U IT R E Q U I R E M E N T S O F FI X T U R E S & E Q U I P M E N T A S S P E C I F I E D I N T H I S C O N T R A C T D O C U M E N T S E T . I N M A N F O O D S E R V I C E S GR O U P S H A L L N O T B E R E S P O N S I B L E F O R A N Y D I S C R E P A N C I E S W H I C H M A Y DE V E L O P B E T W E E N LO C A T I O N S O F C O N N E C T I O N S S H O W N & A C T U A L L O C A T I O N S O F C O N N E C T I O N S O F F I X T U R E FU R N I S H E D . CO N N E C T I O N S S H O W N O N T H E S E P L A N S A R E A P P R O X I M A T E L O C A T I O N S O N F IX T U R E S , E X C E P T WH E R E O T H E R W I S E N O T E D & A L L O W A N C E S M U S T B E M A D E F O R T R A P S , V A L V ES , S W I T C H E S O R OT H E R C O N N E C T I O N S R E Q U I R E M E N T S S O A S N O T T O I N T E R F E R E W / O P E R A T I ON S O F I T E M S O F FO O D S E R V I C E E Q U I P M E N T . KI T C H E N E Q U I P M E N T C O N T R A C T O R S H A L L F U R N I S H T H E D I M E N S I O N E D E Q U I PM E N T L A Y O U T P L A N & M E C H A N I C A L , E L E C T R I C A L & P L U M B I N G R O U G H -IN D R A W I N G S A S P E R T H E W R I T T E N SP E C I F I C A T I O N S A S D E T A I L E D U N D E R 1 . 2 2 S U B M I T T A L S R E Q U I R E M E N T S & A P P R O V A L S . TH E K I T C H E N E Q U I P M E N T C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A N Y D IS C R E P A N C I E S BE T W E E N T H E C O N N E C T I O N S S H O W N H E R E I N & T H O S E R E Q U I R E D F O R T H E A CT U A L E Q U I P M E N T FU R N I S H E D A S A R E S U L T O F S U B S T I T U T I O N S O R C H A N G E S I N I T I A T E D B Y TH E K I T C H E N EQ U I P M E N T C O N T R A C T O R . T H E K I T C H E N E Q U I P M E N T C O N T R A C T O R S H A L L B E R E S P O N S I B L E FO R A N Y & A L L R E -EN G I N E E R E D O R R E D E S I G N C O S T I N C U R R E D B Y S A I D S U B S T I T I O N S O R C H A NG E S . CO N N E C T I O N S , L O A D S & C O N S U M P T I O N S H O W N O N U T I L I T Y C O N N E C T I O N S P LA N S A R E F O R ON E U N I T . T O D E T E R M I N E T O T A L R E Q U I R E M E N T S M U L T I P L Y B Y N U M B E R I N E Q U I P M E N T SP E C I F I C A T I O N S . CO N S U M P T I O N R A T E S S H O W N O N C O N N E CT I O N P L A N S A R E M A X I M U M R A T E S O NL Y . AC T U A L C O N S U M P T I O N W I LL D E P E N D U P O N T H E T O T A L H O U R S T H E V A R I O U S E Q U I P M E N T I T E M S AR E O P E R A T E D . 1 KI T C H E N E Q U I P M E N T P L A N 2 KIOSK EQUIPMENT PLAN KI O S K E Q U I P M E N T S C H E D U L E IT E M D E S C R I P T I O N R E M A R K S K1 M I L L W O R K F R O N T C O U N T E R N I K E C K2 D R O P - I N D R Y D I S P L A Y C A S E N I K E C K3 S P A R E N U M B E R - K4 E D P / P O S R E G I S T E R N I K E C K5 S P A R E N U M B E R - K6 G L A S S D I S P L A Y R E F R I G E R A T O R + 3 4 ° A I R - C O O L E D K7 M I L L W O R K B A C K C O U N T E R N I K E C K8 U N D E R C O U N T E R I C E M A K E R A I R - C O O L E D K9 U N D E R C O U N T E R F R E E Z E R - 1 0 ° A I R - C O O L E D K1 0 S P A R E N U M B E R - K1 1 U N D E R C O U N T E R R E F R I G E R A T O R + 3 4 ° A I R - C O O L E D K1 2 E S P R E S S O M A K E R - K1 3 S P A R E N U M B E R - K1 4 U N D E R C O U N T E R M I C R A W A V E O V E N - K1 5 D R O P - I N H A N D S I N K - K1 6 S O A P D I S P E N S E R - K1 7 P A P E R T O W E L D I S P E N E R - CA T E R I N G / E X H I B I T I O N K I T C H E N E Q U I P M E N T S C H E D U L E IT E M D E S C R I P T I O N R E M A R K S 1 M O P S I N K - 2 S / S W A L L C A B I N E T - 3 M O P / B R O O M H O L D E R - 4 E M P L O Y E E L O C K E R - 5 2 4 " D R Y S T O R A G E S H E L V I N G - 6 S / S C O R N E R G U A R D - 7 R O L L - I N R E F R I G E R A T O R + 3 4 ° - 8 M O B I L E P A N R A C K - 9 R O L L - I N H E A T E D C A B I N E T - 10 S / S W O R K C O U N T E R W / S I N K - 11 S / S W A L L C A B I N E T - 12 S P A R E N U M B E R - 13 S P A R E N U M B E R - 14 M O B I L E T R A S H R E C E P T A C L E - 15 S / S W O R K C O U N T E R W / S I N K S - 16 S P A R E N U M B E R - 17 S P A R E N U M B E R - 18 S P A R E N U M B E R - 19 S / S W A L L S H E L V E S - 20 S / S W O R K T A B L E - 21 S / S W A L L S H E L F - 22 S P A R E N U M B E R - 23 C O O K ' S C O U N T E R W / S I N K - 24 S L I M J I M T R A S H R E C E P T A C L E - 25 U N D E R C O U N T E R R E F R I G E R A T O R + 3 4 ° A I R - C O O L E D 26 I N D U C T I O N R A N G E - 27 U N D E R C O U N T R F R E E Z E R - 1 0 ° A I R - C O O L E D 28 S P A R E N U M B E R - 29 S / S M O B I L E D I S H - U P T A B L E - 30 H A N D S I N K - 31 W A S T E R E C E P T A C L E - 32 R E F R I G E R A T O R + 3 4 ° - 33 E X H A U S T V E N T I L A T O R - 34 F I R E S U P P R E S S I O N S Y S T E M - 35 S / S W A L L F L A S H I N G - 36 C O M B I O V E N - 37 C O M B I S T A N D - 38 W A T E R F I L T R A T I O N A S S E M B L Y - 39 P I Z Z A O V E N W / S T A N D - 40 S P A R E N U M B E R - 41 6 B U R N E R R A N G E - 42 S A L A M A N D E R B R O I L E R - 43 W A T E R F I L L F A U C E T - 44 2 4 " G R I D D L E W / S T A N D - 45 2 4 " B R O I L E R W / S T A N D - 46 S P A R E N U M B E R - 47 R A I S E D R A I L R E F R I G E R A T O R + 3 4 ° A I R - C O O L E D 48 S / S W A L L S H E L F - 49 2 4 " U T E N S I L S H E L V I N G - 50 U T E N S I L S I N K - 51 U N D E R C O U N T E R D I S H M A C H I N E - 52 C L A S S K F I R E E X T I N G U I S H E R N I K E C 53 T R A S H C O M P A C T O R - 54 S P A R E N U M B E R - 55 S / S F L O O R T R O U G H W / G R A T E - 56 I C E S T O R A G E B I N - 57 C U B E I C E M A K E R A I R - C O O L E D 58 W A T E R F I L T R A T I O N A S S E M B L Y - 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 / 1 1 / 2 0 1 8 1 2 : 4 9 : 2 0 P M C : \ U s e r s \ R o d o l f o . Z e p e d a \ D o c u m e n t s \ R E V I T P R O J E C T S \ 1 8 0 4 1 G A T E W A Y P A R K _ r o d o l f o 7 4 4 9 . r v t FS 10 -01KITCHEN & KIOSK EQUIPMENT PLAN AND SCHEDULESJ.B.R.Z.18041 -GATEWAY PARK Enter address here2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 J K 2. 2 P8 P3 P2 P6 P2 P3 P2 P7 P7 P7 P7 P7 P7 P3 P2 P6 P2 P4 P5 P4 P5 P3 P2P6 P9 P6 P1 0 P2 P1 1 P1 2 P6 P2 P1 3 P1 4 P1 5 P1 6 P1 7 P1 8 P1 9 P1 P2 0 P2 1 P1 P1 P2 3 P2 4 K1.2P3P6P2P23P1P22P1 PL U M B I N G N O T E S AL L D I M E N S I O N S A R E F R O M F I N I S H E D W A L L S , F L O O R S , C E I L I N G S & / O R F R O M CE N T E R L I N E O F S T R U C T U R A L C O L U M N S . D I M E N S I O N S A R E T O B E V E R I F I E D B Y T H E KI T C H E N E Q U I P M E N T C O N T R A C T O R & A L L T R A D E S U T I L I Z I N G T H E S E P L A N S. AN Y " H O L D " D I M E N S I O N S A R E C L E A R " F I N I S H -TO -FI N I S H " U N L E S S O T H E R W I S E N O T E D . UT I L I T I E S S H O W N A R E F O R I T E M S O F F O O D S E R V I C E E Q U I P M E N T O N L Y & A RE T H E MI N I M U M R E Q U I R E D T O O P E R A T E E Q U I PM E N T . L O C A T I O N S O F A N Y A D D I T I O NA L P L U M B I N G UT I L I T I E S W H I C H M A Y B E R E Q U I R E D S H A L L B E D E T E R M I N E D B Y T H E A R C H IT E C T / EN G I N E E R . PL U M B I N G P L A N S H O W S O U T L E T & C O N N E C T I O N S L O C A T I O N S W / C A P A C I T I E S . F O R AC T U A L R O U G H -IN L O C A T I O N S , R E F E R T O D I M E N S I O N E D D R A W I N G S F U R N I S H E D B Y KI T C H E N E Q U I P M E N T C O N T R A C T O R . FI N A L P L U M B I N G C O N N E C T I O N S I N C L U D I N G M O U N T I N G O F D R A I N S , F A U C E T S & P I P I N G FR O M P O I N T -OF -CO N N E C T I O N S O N E Q U I P M E N T T O B U I L D I N G P L U M B I N G S Y S T E M & IN T E R C O N N E C T I O N S B E T W E E N E Q U I P M E NT C O M P O N E N T S S H A L L B E P R O V I D E D B Y PL U M B I N G C O N T R A C T O R . QU I C K D I S C O N N E C T H O S E S S H A L L B E F U R N I S H E D L O O S E B Y T H E K I T C H E N EQ U I P M E N T CO N T R A C T O R . AL L P L U M B I N G M A T E R I A L S , I N C L U D I N G P I P E , T R A P S , S T O P S , V A L V E S , F IT T I N G S , S H U T -OF F S , WA T E R H A M M E R A R R E S T O R S , P R E S S U R E R E D U C I N G V A L V E S , G A U G E S , U N I O N S & IN S U L A T I O N S H A L L B E P R O V I D E D B Y P L U M B I N G C O N T R A C T O R . PL U M B I N G C O N T R A C T O R S H A L L I N S T A L L A L L F A U C E T S & P L U M B I N G A C C E S S OR I E S PR O V I D E D L O O S E B Y K I T C H E N E Q U I P M E N T C O N T R A C T O R . UT I L I T I E S ( G A S , W A T E R & S T E A M ) S H A L L B E C O N C E A L E D I N W A L L S & S T UB B E D -OU T O F FI N I S H E D W A L L S . 6 " P I P I N G S T U B B E D O U T O F T H E F L O O R O R W A L L & R U N E X P O S E D S H A L L NO T B E A C C E P T A B L E & I S I N V I O L A T I O N O F H E A L T H D E P A R T M E N T C O D E S . A L L PE N E T R A T I O N S S H A L L B E S E A L E D & W A T E R T I G H T . AL L E X P O S E D P I P I N G S H A L L B E C H R O M E P L A T E D T O S A T I S F Y L O C A L H E A L TH D E P A R T M E N T . PL U M B I N G C O M P O N E N T S , P R O V I D E D B Y P L U M B I N G C O N T R A C T O R I N C L U D I N G VA L V E S , T R A P S , SH U T -OF F S , G A U G E S A N D C O N N E C T I O N S S H A L L N O T I N T E R F E R E I N A N Y W A Y W / T HE OP E R A T I O N O F I T E M S O F F O O D S E R V I C E . WA T E R P R E S S U R E I N E Q U I P M E N T A R E A S H O U L D N O T E X C E E D 5 0 P S I I N B O TH H O T & C O L D WA T E R S U P P L Y L I N E S . T H E W A T E R P RE S S U R E T O D I S H W A S H E R S , G L A S S W A S HE R S & BO O S T E R H E A T E R S S H O U L D N O T E X C E E D 2 5 P S I . P R E S S U R E R E D U C I N G V A L VE S P R O V I D E D BY P L U M B I N G C O N T R A C T O R M U S T M E E T E Q U I P M E N T M A N U F A C T U R E R ' S F L O O R RE C O M M E N D A T I O N S . FL O O R S I N K S S H A L L B E I N S T A L L E D F L U S H W / F I N I S H E D F L O O R W / O R W I T H OU T G R A T E CO V E R A S I N D I C A T E D O N P L A N . AL L L I N E S S H A L L B E F L U S H E D F R E E O F F O R E I G N M A T T E R & L I N E S T R A I N ER S & F A U C E T AE R A T O R S C L E A N E D P R I O R T O M A K E -UP O F F I N A L U T I L I T Y C O N N E C T I O N S B Y PL U M B I N G C O N T R A C T O R . GR E A S E T R A P S S H A L L B E P R O V I D E D B Y P L UM B I N G C O N T R A C T O R & S H A L L B E R E C E S S - MO U N T E D , F L U S H W / T O P O F F I N I S H E D F L O O R . G R E A S E T R A P S S H A L L N O T BE L O C A T E D BE N E A T H A N Y I T E M O F F O O D S E R V I C E E Q U I P M E N T & T H E R E M O V A L O F C O V E R S H A L L N O T IN T E R F E R E W / T H E O P E R A T I O N S O F A N Y F O O D S E R V I C E E Q U I P M E N T I T E M S . HO T W A T E R T E M P E R A T U R E T O B O O S T E R H E A T E R , D I S H M A C H I N E & G L A S S W A S HE R M U S T BE 1 1 0 F . H O T W A T E R L I N E F R O M B O O S T E R H E A T E R T O G L A S S W A S H E R / D I S H MA C H I N E S H A L L BE P R O V I D E D W / W A T E R H A M M E R A R R E S T O R ( A S S E -10 1 0 S T D ) @ C O N N E C T I O N T O DI S H W A S H E R & S H A L L B E P R O V I D E D B Y P L U M B I N G C O N T R A C T O R . GA S M A I N S H A L L B E P R O V I D E D W / A R E A D I L Y A C C E S S I B L E M A N U A L S H U T -OF F V A L V E B Y PL U M B I N G C O N T R A C T O R . L O C A T I O N O F V A L V E T O B E C O O R D I N A T E D W / F O O D SE R V I C E CO N S U L T A N T . A L O O P E D G A S S E R V I C E I S R E C O M M E N D E D T O P R O V I D E F O R BA L A N C E D FU E L D I S T R I B U T I O N . S I Z E O F G A S L I N E T O B E D E T E R M I N E D B Y A R C H I T E CT / E N G I N E E R . SE E P L U M B I N G S C H E D U L E F O R B T U / H O U R R E Q U I R E M E N T S . PL U M B I N G C O N T R A C T O R S H A L L P R O V I D E M A N U A L G A S S H U T -OF F D E V I C E S @ E A C H IN D I V I D U A L P I E C E O F E Q U I P M E N T N O T B A T T E R E D T O G E T H E R . L O C A T I O N O F F U E L S H U T -OF F VA L V E S T O B E C O O R D I N A T E D W / F O O D S E R V I C E C O N S U L T A N T . G A S P R E S S U R E R E D U C I N G VA L V E S R E Q U I R E D F O R E A C H I N D I V I D U A L P I E C E O F C O O K I N G E Q U I P M E N T SH A L L B E FU R N I S H E D B Y K I T C H E N E Q U I P M E N T C O N T R A C T O R F O R I N S T A L L A T I O N B Y P LU M B I N G CO N T R A C T O R . FO R V E N T I L A T I O N F I R E S U P P R E S S I O N S Y S T E M W / G A S H E A T E D C O O K I N G E Q UI P M E N T , PL U M B I N G C O N T R A C T O R S H A L L I N S T A L L M E C H A N I C A L F U E L S H U T -OF F V A L V E F U R N I S H E D B Y KI T C H E N E Q U I P M E N T C O N T R A C T O R I N G A S L I N E S S E R V I N G C O O K I N G E Q U I P ME N T . L O C A T I O N OF F U E L S H U T -OF F V A L V E S T O B E C O O R D I N A T E D W / F O O D S E R V I C E C O N S U L T A N T . K I T C H E N EQ U I P M E N T C O N T R A C T O R S H A L L P R O V I D E R E M O T E M A N U A L P U L L S T A T I O N , & M I C R O -SW I T C H . GA S S H U T -OF F V A L V E S H A L L B E M E C H A N I C A L L Y A C T I V A T E D I N C A S E O F F I R E B Y M E CH A N I C A L / PN E U M A T I C M E C H A N I S M . A N Y & A L L E L E C T R I C A L I N T E R C O N N E C T I N G R E Q U I RE D F O R F A N CO N T R O L & / O R A L A R M S Y S T E M S S H A L L B E B Y E L E C T R I C A L C O N T R A C T O R . PL U M B I N G S Y M B O L S CO L D W A T E R HO T W A T E R WA S T E IN D I R E C T W A S T E AR E A F L O O R D R A I N FL O O R S I N K - 1/ 2 G R A T E GA S S U P P L Y PO I N T O F C O N N E C T I O N CW HW W IW FD FS G 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 / 1 1 / 2 0 1 8 1 2 : 4 9 : 2 3 P M C : \ U s e r s \ R o d o l f o . Z e p e d a \ D o c u m e n t s \ R E V I T P R O J E C T S \ 1 8 0 4 1 G A T E W A Y P A R K _ r o d o l f o 7 4 4 9 . r v t FS 10 -02PLUMBING PLAN AND SCHEDULEJ.B.R.Z.18041 ApproverGATEWAYPARKEnter address here 1 KI T C H E N P L U M B I N G P L A N 2 KI O S K P L U M B I N G P L A N CA T E R I N G / E X H I B I T I O N K I T C H E N & K I O S K P L U M B I N G S C H E D U L E NU M B E R S I Z E D E S C R I P T I O N L O C A T I O N A . F . F . S E R V I C E T O I T E M N O . R E M A R K S P1 1 " I N D I R E C T W A S T E - - A I R G A P D R A I N - - P2 2 " I N D I R E C T W A S T E - - A I R G A P D R A I N - - P3 1 / 2 " H O T / C O L D W A T E R W A L L 1 8 " S U P P L Y - P . C . T O B R A N C H T O C O N N E C T I O N AS REQUIRED P4 1 / 2 " H O T & C O L D W A T E R W A L L 1 2 " / 2 4 " H A N D S I N K - P . C . T O B R A N C H T O C O NN E C T I O N A S R E Q U I R E D P5 1 - 1 / 2 " D I R E C T W A S T E W A L L - H A N D S I N K - P . C . T O D E T E R M I N E D R A I N H E I G HT P6 - F L O O R S I N K - - - - - P7 - A R E A F L O O R D R A I N - - - - - P8 4 " D I R E C T W A S T E F L O O R F L O O R M O P S I N K 1 - P9 3 / 4 " H O T / C O L D W A T E R W A L L 3 6 " H O S E B I B B 1 - P1 0 1 / 2 " H O T / C O L D W A T E R F L O O R S T U B F A U C E T 2 3 P . C . T O B R A N C H T O C O N N E C T ION AS REQUIRED P1 1 3 / 4 " C O L D W A T E R F A C L G F I R E S U P P R E S S I O N S Y S T E M 3 4 P . C . T O B R A N C H T O C O N N E C T I O N A S R E Q U I R E D P1 2 3 / 4 " G A S @ B T U 1 7 0 , 0 0 0 B T U W A L L 1 8 " C O M B I O V E N 3 6 P . C . T O B R A N C H T O C O N N E C T I O N A S R E Q U I R E D P1 3 3 / 4 " C O L D W A T E R W A L L 7 6 " W A T E R F I L T R A T I O N S Y S T E M 3 8 P . C . T O B R A N C H T O C O M B I O V E N A S R E Q U I R E D P1 4 3 / 4 " G A S @ B T U 2 4 5 , 0 0 0 B T U W A L L 1 8 " 6 B U R N E R R A N G E W / C O N V E C T I O N OV E N 4 1 P . C . T O B R A N C H T O C O N N E C T I O N A S R E Q U I R E D P1 5 3 / 4 " G A S @ B T U 4 0 , 0 0 0 B T U W A L L 18 " S A L A M A N D E R B R O I L E R 4 2 P . C . T O B RA N C H T O C O N N E C T I O N A S R E Q U I R E D P1 6 1 / 2 " C O L D W A T E R W A L L 1 8 " W A T E R F I L L F A U C E T 4 3 P . C . T O B R A N C H T O C O NN E C T I O N A S R E Q U I R E D P1 7 3 / 4 " G A S @ B T U 6 0 , 0 0 0 B T U W A L L 1 8 " 2 4 " G R I D D L E 4 4 P . C . T O B R A N C H T O C O N N E C T I O N A S R E Q U I R E D P1 8 3 / 4 " G A S @ B T U 8 0 , 0 0 0 B T U W A L L 1 8 " 2 4 " B R O I L E R 4 5 P . C . T O B R A N C H T O C O N N E C T I O N A S R E Q U I R E D P1 9 3 / 4 " H O T W A T E R @ 1 1 0 ° F M I N . W A L L 1 8 " U N D E R C O U N T E R D I S H M A C H I N E 5 1 P .C . T O B R A N C H T O C O N N E C T I O N A S R E Q U I R E D P2 0 4 " D I R E C T W A S T E - - F L O O R T R O U G H - - P2 1 3 / 4 " C O L D W A T E R W A L L 7 6 " W A T E R F I L T R A T I O N S Y S T E M 3 8 P . C . T O B R A N C H T O C O M B I O V E N A S R E Q U I R E D P2 2 1 / 2 " C O L D W A T E R W A L L 1 8 " U N D E R C O U N T E R I C E M A K E R K 8 P . C . T O B R A N C H TO C O N N E C T I O N A S R E Q U I R E D P2 3 1 / 2 " C O L D W A T E R W A L L 1 8 " E S P R E S S O M A K E R W A T E R F I L T E R A S S E M B L Y K 1 2 P. C . T O B R A N C H T O E S P R E S S O M A K E R T H R U WATER FILTER ASSEMBLY AS REQUIRED P2 4 - F U N N E L F L O O R D R A I N - - - - - NO T E : DR A I N L O C A T I O N S S H O W N A R E T O A D E G R E E A R B I T R A R Y , T H E R E F O R E , SH O U L D L O C A T I O N S C O N F L I C T W I T H S T R U C T U R A L E L E M E N T S O R O T H E R UT I L I T Y S Y S T E M S , S O M E M O V E M E N T O F T H E R O U G H -IN P O I N T I S P O S S I B L E . AL W A Y S M A K E T H E D R A I N M O R E A C C E SS I B L E R A T H E R T H A N O B S C U R E D B Y EQ U I P M E N T . S O M E A R E A F L O O R D R A I N S M A Y B E R E L O C A T E D T O F A C I L I T A T E EC O N O M Y O F D E S I G N . NO T E : AR E A F L O O R D R A I N S A R E T O B E P R O V I D E D A N D LO C A T E D B Y T H E P L U M B I N G C O N T R A C T O R . LO C A T I O N S S H O W N O N P L A N A R E W I T H I N C L O S E PR O X I M I T Y O F D E S I R E D L O C A T I O N . P L U M B I N G CO N T R A C T O R T O T R Y T O I N C O R P O R A T E F L O O R DR A I N ' S A S C L O S E A S P O S S I B L E , P E R F I E L D CO N D I T I O N S . 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 J K 2. 2 E1 E2 E3 E5 E4 E6 E7 E3E8E9 E1 0 E1 1 E1 2 E1 3 E1 4 E1 5 E2 7 E2 7 E2 7 E1 7 E1 6 E3 E3 E2 8 E2 8 E2 8 K1.2 E18 E19E20E22E23E24E3E3E3E25E26E21 EL E C T R I C A L N O T E S EL E C T R I C A L S Y S T E M I S D E S I G N E D F O R 1 2 0 / 2 0 8 / 3 V O L T , 3 P H A S E , 6 0 H ER T Z S Y S T E M . AL L D I M E N S I O N S S H O W N A R E F R O M F I NI S H E D W A L L S , F L O O R S , C E I L I N G & /O R F R O M CE N T E R L I N E O F S T R U C T U R A L C O L U M N S . D I M E N S I O N S A R E T O B E V E R I F I E D B Y K I T C H E N EQ U I P M E N T C O N T R A C T O R & A L L T R A D E S U T I L I Z I N G T H E S E P L A N S . AN Y " H O L D " D I M E N S I O N S A R E C L E A R " F I N I S H -TO F I N I S H " U N L E S S O T H E R W I S E N O T E D . UT I L I T I E S S H O W N A R E F O R I T E M S F O R F O O D S E R V I C E E Q U I P M E N T O N L Y & AR E T H E MI N I M U M R E Q U I R E D T O O P E R A T E E Q U I PM E N T . L O C A T I O N S O F A N Y A D D I T I O NA L EL E C T R I C A L U T I L I T I E S ( C O N V E N I E N C E R E C E P T A C L E S , T E L E P H O N E J A C K S , I N T E R C O M J A C K S , ET C . ) W H I C H M A Y B E R E Q U I R E D S H A L L B E D E T E R M I N E D B Y T H E A R C H I T E C T/ E N G I N E E R . EL E C T R I C A L P L A N S H O W S O U T L E T S & C O N N E C T I O N S W / C A P A C I T I E S F O R A C TU A L R O U G H -IN LO C A T I O N S , R E F E R T O D I M E N S I O N E D D R A W I N G S P R O V I D E D B Y K I T C H E N E Q UI P M E N T CO N T R A C T O R . FI N A L E L E C T R I C A L C O N N E C T I O N S I N C L U D I N G W I R I N G F R O M P O I N T -OF C O N N E C T I O N O N EQ U I P M E N T T O B U I L D I N G E L E C T R I C A L S Y S T E M & I N T E R C O N N E C T I O N S B E T W EE N E Q U I P M E N T CO M P O N E N T S S H A L L E P R O V I D E D B Y E L E C T R I C A L C O N T R A C T O R . AL L E L E C T R I C A L M A T E R I A L S , I N C L U D I N G W I R E , C O N D U I T , O V E R L O A D P R O TE C T I O N , M A I N SW I T C H E S , S A F E T Y C U T -OU T S , F U S E B O X E S , S H U N T -TR I P B R E A K E R S , D I S C O N N E C T S W I T C H E S , & C O N T R O L S S H A L L B E P R O V I D E D B Y E L E C T R I C A L C O N T R A C T O R . UT I L I T I E S S H A L L B E C O N C E A L E D I N W A L L S & S T U B B E D -OU T O F W A L L S . W I R I N G S T U B B E D O U T OF F L O O R & R U N E X P O S E D O N T H E F A C E O F T H E W A L L S H A L L N O T B E A C C EP T A B L E . EL E C T R I C A L C O M P O N E N T S , I N C L U D I N G M A I N S W I T C H E S , F U S E B O X E S , T E R MI N A L P A N E L S , DI S C O N N E C T S W I T C H E S C O N D U I T & C O N N E C T I O N S S H A L L N O T I N T E R F E R E I N A N Y W A Y W / T H E OP E R A T I O N O F I T E M S O F F O O D S E R V I C E E Q U I P M E N T . AM P E R A G E S I N D I C A T E D P E R T O T A L F O R E A C H U N I T & N O T I N A D D I T I O N T O A N Y H P & / O R K W RA T I N G S S H O W N . WH E R E C A L L E D F O R , K I T C H E N E Q U I P M E NT C O N T R A C T O R S H A L L F U R N I S H C O RD S & P L U G S FO R I N S T A L L A T I O N B Y E L E C T R I C A L C ON T R A C T O R . N E M A N U M B E R S S H O W N I ND I C A T E T H E CO N F I G U R A T I O N T O B E P R O V I D E D F O R T H E E Q U I P M E N T . A N Y D I R E C T C O N N EC T I O N S S H A L L BE P R O V I D E D B Y T H E E L EC T R I C A L C O N T R A C T O R . AL L L I G H T F I X T U R E S I N F O O D S T O R A G E , P R E P A R A T I O N , S E R V I C E O R D I S PL A Y F A C I L I T I E S , A S WE L L A S U T E N S I L C L E A N I N G & S T O R A G E A R E A S S H A L L H A V E S H I E L D I N G O VE R B U L B S . KI T C H E N E Q U I P M E N T C O N T R A C T O R S H A L L P R O V I D E E X H A U S T V E N T I L A T O R A SS E M B L I E S CO M P L E T E W / C O N T R O L P A N E L , W A S H -DO W N P A N E L , L I G H T S , & F I R E S U P P R E S S I O N S Y S T E M . EL E C T R I C A L C O N T R A C T O R S H A L L P R O V I D E A L L P O W E R T O & I N T E R C O N N E C T IO N S B E T W E E N VE N T I L A T O R , C O N T R O L P A N E L , W A S H -DO W N P A N E L L I G H T S , E X H A U S T & S U P P L Y F A N , MA G N E T I C S T A R T E R S , & A L L M I S C E L L A N E O U S C O M P O N E N T S . S E E P L A N & V EN T I L A T O R S H O P DR A W I N G S F O R A D D I T I O N A L I N F O R M A T I O N . FO R V E N T I L A T O R F I R E S U P P R E S S I O N S YS T E M W / E L E C T R I C A L L Y H E A T E D C O OK I N G EQ U I P M E N T , K I T C H E N E Q U I P M E N T C O N T R A C T O R S H A L L P R O V I D E R E M O T E M A NU A L P U L L ST A T I O N , & M I C R O -SW I T C H . E L E C T R I C A L C O N T R A C T O R S H AL L F U R N I S H & I N S T A L L E L E C T R I C A L CO N T R A C T O R S & / O R S H U N T -TR I P B R E A K E R S & A L L I N T E R C O N N E C T I O N C O N D U I T & W I R I N G F O R SH U T -OF F O F A L L E L E C T R I C A L L Y H E A T E D C O O K I N G E Q U I P M E N T . C O N T R A C T O R F O R S H U N T - TR I P R E L A Y S S H A L L B E A C T I V A T E D I N C A S E O F F I R E B Y M I C R O -SW I T C H A S F U R N I S H E D BY K I T C H E N E Q U I P M E N T C O N T R A C T O R . FI R E P R O T E C T I O N S Y S T E M R E M O T E C A B L E P U L L B O X S H A L L B E R E C E S S M O UN T E D O C T A G O N A L J -BO X & C E N T E R E D @ 4 8 " A . F . F . W / 1 / 2 " E M T C O N D U I T O U T O F T O P , C O N CE A L E D I N W A L L T O 6" A B O V E F I N I S H E D C E I L I N G , B Y E L E C T R I C A L C O N T R A C T O R . EL E C T R I C A L C O N T R A C T O R S H A L L P R O V I D E E M P T Y C O N D U I T W / J -BO X E S F O R I N S T A L L A T I O N O F OW N E R S U P P L I E D C A S H R E G I S T E R S Y S T EM . V E R I F Y E X A C T R E Q U I R E M E N T S W/ E Q U I P M E N T SU P P L I E R . EL E C T R I C A L C O N T R A C T O R S H A L L P R O V ID E C O M P U T E R G R A D E , I S O L A T E D G R OU N D E L E C T R I C A L SE R V I C E F O R E L E C T R I C A L C A S H R E G I S TE R E Q U I P M E N T . V E R I F Y E X A C T R E QU I R E M E N T S W / EQ U I P M E N T S U P P L I E S . EL E C T R I C A L R E C E P T A C L E S S H A L L B E I N ST A L L E D W / T H E I R L O N G D I M E N S I O NS R U N HO R I Z O N T A L L Y . EL E C T R I C A L S Y M B O L S DU P L E X R E C E P T A C L E , N E M A 5 -15 R SI N G L E R E C E P T A C L E , 2 0 8 V JU N C T I O N B O X CO N D U I T S T U B PO I N T O F C O N N E C T I O N O N E Q U I P M E N T CO M M U N I C A T I O N S O U T L E T PU L L B O X -FI R E S U P R E S S I O N DR SR JB C 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 / 1 1 / 2 0 1 8 1 2 : 4 9 : 2 6 P M C : \ U s e r s \ R o d o l f o . Z e p e d a \ D o c u m e n t s \ R E V I T P R O J E C T S \ 1 8 0 4 1 G A T E W A Y P A R K _ r o d o l f o 7 4 4 9 . r v t FS 10 -03ELECTRICAL PLAN AND SCHEDULEJ.B.R.Z.18041 ApproverGATEWAYPARKEnter address here CA T E R I N G / E X H I B I T I O N K I T C H E N & K I O S K E L E C T R I C A L S C H E D U L E NU M B E R C O N N E C T I O N S E R V I C E T O IT E M NO . AM P S V O L T P H A S E L O C A T I O N A . F . F . R E M A R K S E1 D U P L E X R O L L - I N R E F R I G E R A T O R 7 1 5 . 4 A 1 2 0 1 W A L L 8 6 " - E2 J U N C T . B O X R O L L - I N H E A T E D C A B I N E T 9 1 4 . 5 A 1 2 0 / 2 0 8 1 W A L L 8 6 " E . C . T O B R A N C H T O C O N N E C T I O N A S R E Q U I R E D E3 D U P L E X C O N V E N I E N C E O U T L E T - 1 6 . 0 A 1 2 0 1 W A L L 5 0 " - E4 D U P L E X U N D E R C O U N T E R R E F R I G E R A T O R 2 5 7 . 3 A 1 2 0 1 F L O O R S T U B - E5 S I N G L E I N D U C T I O N R A N G E 2 6 3 2 . 0 A 2 0 8 1 F L O O R S T U B - E6 D U P L E X U N D E R C O U N T E R F R E E Z E R 2 7 7 . 7 A 1 2 0 1 F L O O R S T U B - E7 J B / D U P L E X C O N V E N I E N C E O U T L E T - 1 6 . 0 A 1 2 0 1 F L O O R S T U B E . C . T O B R A N C H T O D U P L E X O U T L E T M O U N T E D O N C O O K ' S C O U N T E R E8 D U P L E X R E F R I G E R A T O R 3 2 5 . 5 A 1 2 0 1 W A L L 8 6 " - E9 J U N C T . B O X E X H A U S T V E N T I L A T O R L I G H T S 3 3 1 0 . 0 A 1 2 0 1 F A C L G E . C . T O B RA N C H T O C O N N E C T I O N A S R E Q U I R E D E1 0 J U N C T . B O X F I R E S U P P R E S S I O N S Y S T E M 3 4 2 0 . 0 A 1 2 0 1 F A C L G E . C . T O B R AN C H T O C O N N E C T I O N A S R E Q U I R E D E1 1 S I N G L E C O M B I O V E N 3 6 1 5 . 0 A 2 0 8 1 W A L L 1 8 " - E1 2 J U N C T . B O X P I Z Z A O V E N 3 9 1 2 . 0 A 2 0 8 3 W A L L 1 8 " E . C . T O B R A N C H T O C O N NE C T I O N A S R E Q U I R E D E1 3 D U P L E X 6 B U R N E R R A N G E W / C O N V E C T I O N O V E N 4 1 6 . 0 A 1 2 0 1 W A L L 1 8 " - E1 4 D U P L E X R A I S E D R A I L R E F R I G E R A T O R 4 7 1 3 . 0 A 1 2 0 1 W A L L 1 8 " - E1 5 S I N G L E U N D E R C O U N T E R D I S H M A C H I N E 5 1 1 8 . 0 A 2 0 8 1 W A L L 1 8 " - E1 6 D U P L E X T R A S H C O M P A C T O R 5 3 1 6 . 0 A 1 2 0 1 W A L L 1 8 " - E1 7 D U P L E X C U B E I C E M A K E R 5 7 1 1 . 7 A 1 2 0 1 W A L L 7 6 " - E1 8 D U P L E X D R O P - I N D R Y S T O R A G E C A S E L I G H T K 2 1 . 0 5 A 1 2 0 1 W A L L 1 8 " - E1 9 - E M P T Y C O N D U I T F O R E D P / P O S SY S T E M S & P R I N T E R S - - - - - - E . C . T O V ER I F Y R E Q U I R E M E N T S & L O C A T I O N S W/OWNER/OPERATOR EDP/POS PLANS E2 0 D U P L E X E D P / P O S R E G I S T E R K 4 1 0 . 0 A 1 2 0 1 W A L L 1 8 " E . C . T O V E R I F Y E L E C TR I C A L R E Q U I R E M E N T S W / O W N E R E2 1 D U P L E X G L A S S D I S P L A Y R E F R I G E R A T O R K 6 1 . 7 A 1 2 0 1 W A L L 1 8 " - E2 2 D U P L E X U N D E R C O U N T E R I C E M A K E R K 8 4 . 8 A 1 2 0 1 W A L L 1 8 " - E2 3 D U P L E X U N D E R C O U N T E R F R E E Z E R K 9 1 . 3 A 1 2 0 1 W A L L 1 8 " - E2 4 D U P L E X U N D E R C O U N T E R R E F R I G E R A T O R K 1 1 1 . 3 A 1 2 0 1 W A L L 1 8 " - E2 5 S I N G L E E S P R E S S O M A K E R K 1 2 3 0 . 0 A 2 0 8 1 W A L L 5 0 " - E2 6 D U P L E X U N D E R C O U N T E R M I C R O W A V E O V E N K 1 4 1 5 . 0 A 1 2 0 1 W A L L 1 8 " - E2 7 - E M P T Y O C T A G O N B O X F O R R E M O T E P U L L S T A T I O N - - - - W A L L 4 8 " P E R L O C AL C O D E S E2 8 D U P L E X C O N V E N I E N C E O U T L E T - 4 . 0 A 1 2 0 1 W A L L 1 8 " - 1 KI T C H E N E L E C T R I C A L P L A N 2 KIOSK ELECTRICAL PLAN2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 STANDARD DETAIL FLOOR TROUGH DETAILSD-1.3 SCALE: N.T.S.DEPRESSION SEE SPECIAL CONDITIONS PLAN O.A. FLOOR GRATE DIMENSION1"3"1"NOTE:GENERAL CONTRACTOR TO VERIFY TOTAL THICKNESS OF TILE & SETTING BED 18 GA. S/S COLLARREMOVABLE PERFORATED S/S BASKET LEAD & OAKUM BY PLUMBING CONTRACTOR 3 1/2" O.D. WASTE BY PLUMBING CONTRACTOR12" SQUARE CUT-OUT9"FOR 4"3"SLAB DEPRESSION REFER TO SPECIAL CONDITIONS PLAN STAINLESS STEEL FLOOR TROUGH WITH PAN AND GRATE TO BE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR (K.E.C.). ASSEMBLY TO BE INSTALLED BY THE GENERAL CONTRACTOR (G.C.) AND HOOKED UP BY THE PLUMBING CONTRACTOR (P.C.) IN ACCORDANCE WITH ALL LOCAL AND STATE CODES.IF STAINLESS STEEL ICE MAKER FLOOR TROUGH IS INSTALLED ABOVE GRADE WITH BOTTOM EXPOSED TO AMBIENT AIR, THE GENERAL CONTRACTOR IS TO FULLY INSULATE THE EXPOSED BOTTOM OF DRAIN PAN TO PREVENT CONDENSATION AND POSSIBLE WATER DAMAGE. PLUMBING CONTRACTOR TO INSULATE DRAIN PAN P TRAP AND EXPOSED PIPING FOR 15'-0" TO PREVENT CONDENSATION DUE TO ICE MELTING IN PIPE.NOTE:SECTION12"12"LENGTH AS PER PLANWIDTH AS PER PLAN PLAN VIEW CONCRETE SLAB BY GENERAL CONTRACTORGROUT AFTER SETTING &SEALING PAN14 GA. S/S PAN-BOLT TO SLABGENERAL CONTRACTORQUARRY TILE FINISH FLOOR BY2" DEEP PAN PITCHED TOWARD DRAIN. FOR ICE BIN AND ICE MAKER DRAIN LINES.SECTION VIEW 1"X1/4" S/S BAR GRATE ASSEMBLY 4'-0" LONG MAXIMUMNO GRATE AT DRAIN PAN. J K 2. 2 V0 1 V0 1 G. C . T O P R O V I D E WA L L B A C K I N G F O R S/ S W A L L C A B I N E T . G. C . T O P R O V I D E WA L L B A C K I N G F O R MO P / B R O O M H O L D E R . NO T E : DR Y S T O R A G E A R E A T O B E A I R CO O L E D & N O T T O E X C E E D 8 0 F . HV A C C O N T R A C T O R TO P R O V I D E A I R CO N D I T I O N I N G I N TR A S H R O O M . HV A C C O N T R A C T O R TO P R O V I D E A I R CO N D I T I O N I N G I N JA N I T O R R O O M . WA R E W A S H I N G A R E A W A L L S T O BE C E R A M I C T I L E D O R S E A L E D WI T H E P O X Y P A I N T A N D S H A L L BE S M O O T H , N O N -AB S O R B E N T , WA S H A B L E A N D L I G H T C O L O R E D . BA S E T O B E A N O N -SL I P Q U A R R Y TI L E O R N O N -SL I P S E A M L E S S AR E A F L O O R D R A I N S . FL O O R S U R F A C E A N D 6 " C O V E D FL O O R I N G A N D B E P I T C H E D T O AR E A F L O O R D R A I N S . G. C . T O P R O V I D E WA L L B A C K I N G F O R S/ S W A L L C A B I N E T . G. C . T O P R O V I D E WA L L B A C K I N G F O R HA N D S I N K . G. C . T O P R O V I D E WA L L B A C K I N G F O R WA L L S H E L F . G. C . T O F U R N I S H & I N S T A L L A N G L E IR O N T O U N D E R S I D E O F A B O V E BU I L D I N G S T R U C T U R E T O S U P P O R T EX H A U S T V E N T I L A T O R . C O O R D I N A T E IN S T A L L A T I O N W / K . E . C . G. C . T O P R O V I D E WA L L B A C K I N G F O R HA N D S I N K . G. C . T O P R O V I D E WA L L B A C K I N G F O R FI R E S U P P R E S S I O N SY S T E M . GE N E R A L C O N T R A C T O R T O P R O V I D E FU L L H E I G H T N O N -CO M B U S T I B L E VE N T I L A T E D C H A S E W A L L F O R CO N C E A L E D M E C H A N I C A L S . G. C . T O P R O V I D E WA L L B A C K I N G F O R WA T E R F I L T R A T I O N SY S T E M . G. C . T O P R O V I D E WA L L B A C K I N G F O R WA L L S H E L F . G. C . T O P R O V I D E WA L L B A C K I N G F O R WA L L S H E L F . G. C . T O P R O V I D E 6" H I G H T U T I L I T Y CU R B . 6" 7' - 1 0 " 1 ' - 6 " 7 ' - 6 1 / 2 " G. C . T O P R O V I D E WA L L B A C K I N G F O R WA T E R F I L T R A T I O N SY S T E M . G. C . T O P R O V I D E BL O C K O U T F O R FL O O R T R O U G H . 1 ' - 8 " 1 ' - 0 " 1 ' - 9 1 / 2 " 2' - 8 " 4' - 2 " K1.2G.C. TO PROVIDE WALL BACKING FOR SOAP & PAPER TOWEL DISPENER. SP E C I A L C O N D I T I O N S N O T E S AL L D I M E N S I O N S S H O W N A R E F R O M F I NI S H E D W A L L S , F L O O R S , C E I L I N G S &/ O R F R O M C E N T E R L I N E OF S T R U C T U R A L C O L U M N S . D I M E N S I O N S A R E T O B E V E R I F I E D B Y T H E K I T CH E N E Q U I P M E N T CO N T R A C T O R & A L L T R A D E S U T I L I Z I N G T H E S E P L A N S . AN Y " H O L D " D I M E N S I O N S A R E C L E A R " F I N I S H -TO -FI N I S H " U N L E S S O T H E R W I S E N O T E D . RE F E R T O A R C H I T E C T U R A L / E N G I N E E R I N G D R A W I N G S F O R A C T U A L C O N S T R U C TI O N D I M E N S I O N S , LO C A T I O N , T H I C K N E S S & F I N I S H O F P A R T I T I O N S , F U R R I N G & F L O O R S I Z ES & L O C A T I O N S N O T IN D I C A T E D O N T H E S P E C I A L C O N D I T I O N S P L A N . CE I L I N G S H A L L B E S M O O T H , N O N -AB S O R B E N T , W A S H A B L E & L I G H T C O L O R E D , B Y G E N E R A L CO N T R A C T O R . GE N E R A L C O N T R A C T O R T O F U R N I S H & I N S T A L L A N G L E I R O N T O U N D E R S I D E O F B U I L D I N G ST R U C T U R E A B O V E T O S U P P O R T E X H A U S T V E N T I L A T O R . C O O R D I N A T E I N S T A LL A T I O N W / T H E KI T C H E N E Q U I P M E N T C O N T R A C T O R . CO N C R E T E & M A S O N R Y B A S E S & C U R B S S H A L L B E S M O O T H & T R A N S I T -LE V E L . A L L E X P O S E D SU R F A C E S S H A L L B E F I N I S H E D T H E S AM E A S F I N I S H E D F L O O R . R E F E R T O P L A N F O R S I Z E S & AD D I T I O N A L I N F O R M A T I O N . AL L B A C K I N G M A T E R I A L S S U I T A B L E F O R W A L L -MO U N T E D E Q U I P M E N T S H A L L B E P R O V I D E D BY G E N E R A L C O N T R A C T O R A S D E T A I L E D . AL L S T R U C T U R E S U P P O R T M A T E R I A L S & B R A C I N G S U I T A B L E F O R C E I L I N G HU N G E Q U I P M E N T SH A L L B E P R O V I D E D B Y T H E G E N E R A L C O N T R A C T O R . C O O R D I N A T E I N S T A L L AT I O N W / T H E KI T C H E N E Q U I P M E N T C O N T R A C T O R . AL L R A C K S & / O R P L A T F O R M S F O R R O O F -MO U N T E D E Q U I P M E N T & C O M P R E S S O R R A C K S S H A L L BE P R O V I D E D B Y G E N E R A L C O N T R A C T O R . AL L W A L L , F L O O R & / O R R O O F S L E E V E S S H A L L B E P R O V I D E D B Y G E N E R A L CO N T R A C T O R . KI T C H E N E Q U I P M E N T C O N T R A C T O R S H A L L U N D E R N O C O N D I T I O N S S E T -IN -PL A C E O R I N S T A L L A N Y PI E C E O F E Q U I P M E N T P R I O R T O T I L E F L O O R S B E I N G A C I D W A S H E D & R I N SE D . GE N E R A L C O N T R A C T O R S H A L L P R O V I D E W A L L O P E N I N G S T O A C C O M M O D A T E I TE M S O F P A S S -TH R U & C O N V E Y O R E Q U I P M E N T A S D E T A I L E D O N P L A N . R E F E R T O P L A N F O R A D D IT I O N A L I N F O R M A T I O N . 16 G A . S T A I N L E S S S T E E L C O R N E R G U A R D S S H A L L B E F U R N I S H E D & I N S T A L LE D B Y K I T C H E N EQ U I P M E N T C O N T R A C T O R A S P E R P L A N S & D E T A I L S . SP E C I A L C O N D I T I O N S SY M B O L S BL O C K O U T RA I S E D C U R B WA L L B A C K I N G VE N T I L A T I O N N O T E S VE N T I L A T I O N D U C T W O R K , E X H A U S T F A N S , S U P P L Y F A N S , I N T E R L O C K S , M O TO R S T A R T E R S , DI S C O N N E C T S W I T C H E S , F A N C O N T R O L , S W I T C H E S , I N T E R C O N N E C T I N G W I R IN G , C O N D U I T , & F I N A L C O N N E C T I O N S ( T O & F R O M ) VE N T I L A T O R S & / O R D I S H W A S H E R C O N DE N S A T E H O O D S SH A L L B E B Y H . V . A . C . / M E C H A N I C A L C O N T R A C T O R . DI S H W A S H E R C O N D E N S A T E D U C T & E X H AU S T V E N T I L A T O R S U P P L Y & E X H A U S T, D U C T S I Z E S & A L L O T H E R V E N T I L A T I O N S P E C I F I C A T I O N S F R O M T H E D U C T C O L L A R O N SH A L L B E DE T E R M I N E D B Y A R C H I T E C T / E N G I N E E R & A L L N E C E S S A R Y M A T E R I A L & L A B OR P R O V I D E D BY H . V . A . C . / M E C H A N I C A L C O N T R A C T O R . VE N T I L A T I O N C F M , S T A T I C P R E S S U R E & D U C T S I Z E S I N D I C A T E D O N T H E S E P L A N S A R E T H E SP E C I F I E D E Q U I P M E N T M I N I M U M R E Q U I R E M E N T S . TH E F O L L O W I N G M I N I M U M G E N E R A L F O O DS E R V I C E V E N T I L A T I O N R E Q U I R E M E NT S A R E RE C O M M E N D E D : A. C O O K I N G , P R E P A R A T I O N , P O T W AS H I N G & D I S H W A S H I N G A R E A S : 4 5 -60 A I R C H A N G E S PE R H O U R . B. S T O R A G E A R E A S : 2 -3 A I R C H A N G E S P E R H O U R , 7 0 D F A H R E N H E I T M A X I M U M A M B I E N T TE M P E R A T U R E . C. O F F I C E S A R E A S : 4 A I R C H A N G E S P E R H O U R . D. A I R -CO O L E D R E F R I G E R A T I O N C O N D E N S I N G U N I T S , 1 0 0 0 C F M P E R H O R S E P O W E R SU P P L Y & E X H A U S T , 9 0 D F A H R E N H E I T M A X I M U M A M B I E N T T E M P E R A T U R E . A LL A R E A S MU S T B E V E N T I L A T E D A S R E Q U I R E D B Y A P P L I C A B L E G O V E R N I N G C O D E S . MA K E -UP A I R S Y S T E M S H A L L B E D E S I G N E D T O P R O V I D E A 1 0 % T O 2 0 % N E G A T I V E A I R PR E S S U R E I N K I T C H E N A R E A S T O C O N T A I N S M O K E & O D O R S . AD E Q U A T E V E N T I L A T I O N ( 2 4 H O U R S ) I S R E Q U I R E D F O R S E L F -CO N T A I N E D R E F R I G E R A T I O N UN I T S I N E N C L O S E D A R E A S , S U C H A S , I C E M A K E R S , W A L K -IN C O O L E R A S S E M B L I E S , & BE V E R A G E S Y S T E M S , T O P R E V E N T O V E R H E A T I N G & C O M P R E S S O R F A I L U R E . VE N T I L A T I O N SY M B O L S EX H A U S T D U C T SU P P L Y D U C T ST A T I C P R E S S U R E , WA T E R G A U G E CU B I C F E E T / M I N U T E SP W G CF M NO T E : U T I L I T Y C U R B S S H A L L B E U T I L I T I Z E D I N K I T C H E N A N D D I S H W A S H IN G AR E A S , T O F A C I L I T A T E T H E C L E A N I N G O F F L O O R S I N W E T A R E A S . CO N T R A C T O R S H A L L G R O U P A N D C O NS O L I D A T E T H E S T U B - U P S I N T O GR O U P S W H E R E P O S S I B L E T O M I N I M I Z E T H E N U M B E R O F C U R B S . UT I L I T Y S T U B - U P S TI L E O N E X P O S E D SU R F A C E S SA N I T A R Y C O V E D BA S E UT I L I T Y C U R B SD - 3 . 3 1 4 2 3 ACB 1 4 2 3 AC SHEET NUMBERTITLEApprovedCheckedDrawnJob NumberISSUE CHARTCONSULTANTSKEYPLANPROJECTBFIRM CERTIFICATION C.A #6057 JOHN MOULDER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 JOHN J. PETERS RCDD #193108RBR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 t. 305.529.1515 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330`f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT.UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178HVACSTRUCTURAL ENGINEERSELEC + PLUM + FPRO + TECH INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145FOOD SERVICE PERMIT SET 12.06.18FIRM CERTIFICATION C.A #26243 IGOR F. GONZALEZ P.E: #56098 1 2 / 1 1 / 2 0 1 8 1 2 : 4 9 : 2 9 P M C : \ U s e r s \ R o d o l f o . Z e p e d a \ D o c u m e n t s \ R E V I T P R O J E C T S \ 1 8 0 4 1 G A T E W A Y P A R K _ r o d o l f o 7 4 4 9 . r v t FS 10 -04SPECIAL CONDITIONS PLANJ.B.R.Z.18041 ApproverGATEWAYPARKEnter address here 1 KI T C H E N S P E C I A L C O N D I T I O N S P L A N 2 KIOSK SPECIAL CONDITIONS PLAN VE N T I L A T I O N S C H E D U L E IT E M Q T Y . S I Z E C O N N E C T I O N C . F . M . S . P . R E M A R K S V0 1 2 1 0 " X 1 8 " E X H A U S T 2 2 4 0 1 . 6 0 " E A C H V E N T 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO. I S S U E D A T E PERMIT SET 1 2 . 0 6 . 2 0 1 8 ACCESS CONTROL SYSTEM SYMBOLSELECTRONIC SAFETY AND SECURITY ABBREVIATIONS CR RX ACP SECURITY COMM SYSTEMS SYMBOLS AA EL TN ELR PP PB PS TH ADO ML DC CARD READER PIR REQUEST-TO-EXIT ACCESS CONTROL PANEL -SHOWN FOR COORDINATION ONLY DOOR CONTACT AUDIBLE ALARM OPTICAL TURNSTILE ELECTRIFIED LOCK AUTOMATIC DOOR OPERATOR MAGNETIC LOCK ELECTRIC LATCH RETRACTION ADO PUSH PLATE DOOR RELEASE PUSH BUTTON LOCAL LOCK POWER SUPPLY ELECTRIC TRANSFER HINGE JB 8x8x6 NEMA 1 JUNCTION BOX WITH SCREW COVER BL BLUE LIGHT PHONE CALL POINT ES ELECTRIC STRIKE I/O ACS INPUT/OUTPUT PANEL VI VIDEO INTERCOM DOOR STATION IC VOICE ONLY INTERCOM DOOR STATION SECURITY RACEWAY REQUIREMENTS GENERAL NOTES: 1.SECURITY DETAILS ARE DIAGRAMMATIC AND INTENDED FOR OWNING THE SCOPE OF THE SYSTEMS AND REQUIREMENTS, ALL FINAL INSTALLATIONS SHALL BE BASED ON APPROVED SHOP DRAWINGS. 2.CONTRACTOR SHALL PROVIDE DETAILED SHOP DRAWINGS INDICATING FINAL CABLING AND CONDUIT SIZES AS COORDINATED WITH APPROVED SHOP DRAWINGS PRIOR TO ROUGH-IN 3.PRIOR TO ROUGH-IN, CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS, RCPs, ELEVATIONS AND SCHEDULES FOR ALL FINAL MOUNTING HEIGHTS AND LOCATIONS. 4.THE CONTRACTOR SHALL PROVIDE DETAILED COORDINATION DRAWINGS FOR SUBMITTAL TO ENSURE THAT ALL SIZES, AND SYSTEMS ARE COORDINATED WITH ALL TRADES AND SYSTEMS. 5.INSTALLATION OF ALL RACEWAYS SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH REFERENCED STANDARDS NOTED IN SPECIFICATIONS AND CONTRACT DOCUMENTS HEREIN. A AMPERES AC ALTERNATING CURRENT ACS ACCESS CONTROL SYSTEM ACP ACCESS CONTROL PANEL A/D ANALOG TO DIGITAL CONVERSION ADA AMERICANS WITH DISABILITIES ACT ADO AUTOMATIC DOOR OPERATOR AER AERIAL AFF ABOVE FINISHED FLOOR AIA AMERICAN INSTITUTE OF ARCHITECTS AM AMPLITUDE MODULATION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AWG AMERICAN WIRE GAUGE BDF BUILDING DISTRIBUTION FRAME BEF BUILDING ENTRANCE FACILITY BICSI BUILDING INDUSTRY CONSULTING SERVICES BTU BRITISH THERMAL UNIT C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CER COMPUTER EQUIPMENT ROOM CKT CIRCUIT CL CENTER LINE CLG CEILING COND CONDUCTOR CPU CENTRAL PROCESSING UNIT CU COPPER D/A DIGITAL TO ANALOG CONVERSION DB DECIBEL DC DIRECT CURRENT DGP DATA GATHERING PANEL DVR DIGITAL VIDEO RECORDER DWG DRAWING(S) EBC EQUIPMENT BONDING CONDUCTOR EC ELECTRICAL CONTRACTOR EIA ELECTRONICS INDUSTRY ASSOCIATION ELEC ELECTRICAL EM EMERGENCY EMI ELECTROMAGNETIC INTERFACE EMR ELEVATOR MACHINE ROOM EMT ELECTRICAL METALLIC TUBING EOLR END-OF-LINE RESISTOR FA FIRE ALARM FCC FEDERAL COMMUNICATIONS COMMISSION FO FIBER OPTIC FREQ FREQUENCY FTP FOIL TWISTED PAIR G GROUND GHz GIGAHERTZ GND GROUND HH HANDHOLE Hz HERTZ IDF INTERMEDIATE DISTRIBUTION FRAME IDS INTRUSION DETECTION SYSTEM IDP INTRUSION DETECTION PANEL IEEE INTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS I/O INPUT/ OUTPUT JB JUNCTION BOX KHz KILOHERTZ LAN LOCAL AREA NETWORK LED LIGHT EMITTING DIODE LV LOW VOLTAGE MAX MAXIMUM MDF MAIN DISTRIBUTION FRAME MER MECHANICAL EQUIPMENT ROOM MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MUX MULTIPLEXER N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NESC NATIONAL ELECTRIC SAFETY CODE NIC NOT IN CONTRACT NO NORMALLY OPEN No NUMBER NRTL NATIONALLY RECOGNIZED TESTING LABORATORY NTS NOT TO SCALE NVR NETWORK VIDEO RECORDER OC ON CENTER OD OUTSIDE DIAMETER OPD OVERCURRENT PROTECTION DEVICE OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSP OUTSIDE PLANT PA PUBLIC ADDRESS PB PULL BOX PBX PRIVATE BRANCH EXCHANGE PIR PASSIVE INFRA-RED POTS PLAIN OLD TELEPHONE SERVICE PP PATCH PANEL PS POWER SUPPLY PSIM PHYSICAL SECURITY INFORMATION MANAGEMENT PTZ PAN-TILZ-ZOOM PVC POLYVINYL CHLORIDE RX REQUEST TO EXIT SC SECURITY CONTRACTOR SI SYSTEM INTERNATIONAL SL SLEEVE SMS SECURITY MANAGEMENT SYSTEM SP SERVICE PROVIDER SPD SURGE PROTECTION DEVICE SPG SINGLE-POINT GROUND STP SHIELDED TWISTED PAIR SW SWITCH-POE (LOCAL AREA NETWORK) SYS SYSTEM TC TELECOMMUNICATIONS CONTRACTOR TEL TELEPHONE TELCO TELEPHONE COMPANY TGB TELECOMMUNICATIONS GROUNDING BUSBAR TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TO TELECOMMUNICATIONS OUTLET TR TELECOMMUNICATIONS ROOM TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORIES UPS UNINTERRUPTIBLE POWER SUPPLY UTP UNSHIELDED TWISTED PAIR VMS VIDEO MANAGEMENT SYSTEM WF WALL FIELD WS WORKSTATION INTRUSION DETECTION SYSTEM SYMBOLS KP MS DB ICP WR KEYPAD MOTION SENSOR DURESS BUTTON WIRELESS RECIEVER INTRUSION CONTROL PANEL -SHOWN FOR COORDINATION ONLY DEVICES PROVIDED BY DIVISION 08. SHOWN FOR REFERENCE ONLY CCTV SYSTEMS LEGEND FIXED, VARI-FOCAL DOME CCTV CAMERA PANORAMIC, 180° DOME CCTV CAMERA PANORAMIC, 360° DOME CCTV CAMERA VI VIDEO INTERCOM MASTER STATION D D M NVR NETWORK VIDEO RECORDER CEILING MOUNTED CAMERAS #SEQUENTIAL CAMERA NUMBER. TYP. FIXED, VARI-FOCAL DOME CCTV CAMERA PANORAMIC, 180° DOME CCTV CAMERA PANORAMIC, 360° DOME CCTV CAMERA WALL/POLE MOUNTED CAMERAS #SEQUENTIAL CAMERA NUMBER. TYP. ELECTRONIC SAFETY AND SECURITY GENERAL NOTES 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :3 7 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t SE00-01 SECURITY LEGEND JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 48 TERMINALS, CONNECTORS, DEVICES, CIRCUITS, CABLES, AND CABLE TERMINATIONS SHALL BE CLEARLY, LOGICALLY, AND PERMANENTLY MARKED DURING INSTALLATION. ALL EQUIPMENT AND CONDUITS SHALL BE IDENTIFIED. 49 ALL WIRING AND ELECTRICAL CIRCUITS SHALL BE NUMERICALLY IDENTIFIED AT BOTH ENDS AS REQUIRED BY THE CONTRACT DOCUMENTS. EACH SYSTEM CONDUIT JUNCTION BOX, PULL BOX, OR ELECTRICAL ENCLOSURE (FROM TERMINATION TO TERMINATION) CONTAINING SYSTEM CONDUCTORS, INCLUDING INITIATING DEVICE, NOTIFICATION APPLIANCE, AND AUXILIARY FUNCTION CIRCUITS. 50 AC POWER CONDUCTORS OR GROUNDING CONDUCTORS SHALL BE UNIQUELY AND PERMANENTLY LABELED WITH A NUMBERED TAG, LABEL OR STENCIL. LABEL SYSTEM PROPOSED BY THE CONTRACTOR SHALL BE TYPEWRITTEN AND APPROVED BY OWNER OR THEIR AUTHORIZED REPRESENTATIVE. 51 ENCLOSURES, CABINETS, HOUSINGS, CONSOLES, POWER SUPPLY ENCLOSURES, CONTROL AND TERMINAL CABINETS, CONTROL UNITS, WIRING GUTTERS AND OTHER COMPONENT HOUSINGS, BOXES AND FITTINGS OR EVERY PRODUCT DESCRIPTION, COLLECTIVELY REFERRED TO AS ENCLOSURES, SHALL BE SO FORMED AND ASSEMBLED AS TO BE STURDY AND RIGID. 52 ENCLOSURES, CABINETS, HOUSINGS, BOXES AND FITTINGS OR EVERY PRODUCT DESCRIPTION HAVING HINGED DOORS OR REMOVABLE COVERS AND WHICH CONTAIN CIRCUITS, OR THE INTEGRATED SECURITY SYSTEMS AND IT'S POWER SUPPLIES SHALL BE PROVIDED WITH COVER OPERATED, CORROSION-RESISTANT TAMPER SWITCHES. ALL EQUIPMENT SHALL BE PROPERLY ATTACHED AND HELD FIRMLY IN PLACE. FASTENINGS AND SUPPORTS SHALL BE ADEQUATE TO SUPPORT LOADS WITH MINIMUM SAFETY FACTOR OF THREE (3). ALL MEANS OF EQUIPMENT AND CONDUIT SUPPORT SHALL BE APPROVED. 53 ALL WIRING SHALL BE RUN PERPENDICULAR OR PARALLEL TO THE FLOOR PLANE, WITH ALL BENDS MADE AT NEAT RIGHT ANGLES. 54 ALL WIRING WITHIN THE CABINET SHALL BE PERMANENTLY ATTACHED USING SPIRAL WRAP TUBING AND NYLON WIRE TIES WITH MECHANICAL (I.E.: SCREWS, RIVETS) FASTENERS. THE USE OF SELF-ADHESIVE FASTENERS INSIDE THE CABINET(S) IS SPECIFICALLY PROHIBITED. 55 ALL ENCLOSURE PENETRATIONS SHALL BE FROM THE BOTTOM UNLESS THE SYSTEM DESIGN REQUIRES PENETRATIONS FROM OTHER DIRECTIONS. PENETRATIONS OF INTERIOR ENCLOSURES INVOLVING TRANSITIONS OF CONDUIT FROM INTERIOR TO EXTERIOR, AND ALL PENETRATIONS ON EXTERIOR ENCLOSURES SHALL BE SEALED WITH RUBBER SILICONE SEALANT TO PRECLUDE THE ENTRY OF WATER. THE TERMINATOR SHALL BE FILLED WITH AN APPROVED SEALANT AS RECOMMENDED BY THE CABLE MANUFACTURER AND IN SUCH A MANNER THAT THE CABLE IS NOT DAMAGED. 56 ALL WIRING WITHIN THE CABINET SHALL BE NEATLY ROUTED IN HORIZONTAL AND VERTICAL CHANNELS PARALLEL TO THE CABINET'S SIDES AND THE INTERIOR TERMINAL STRIPS. WIRING SHALL NOT BE ROUTED OVER CIRCUIT BOARDS, TRANSFORMERS, OR TERMINAL STRIPS. AS GENERAL PRACTICE, RUN ALL POWER CABLES, CONTROL CABLES, AND HIGH-LEVEL CABLES ON ONE SIDE OF AN EQUIPMENT CABINET. RUN ALL OTHER CABLES ON THE OPPOSITE SIDE OF AN EQUIPMENT CABINET. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF A TWELVE (12) INCH DISTANCE BETWEEN ALL PARALLEL RUNS OF AC ELECTRICAL POWER AND LOW VOLTAGE CONDUIT OR LOW VOLTAGE WIRING. 57 NO CONDUIT SHALL BE LESS THAN 3/4" IN DIAMETER UNLESS DESIGNATED BY THESE SPECIFICATIONS AND/OR PLANS. A PULL STRING SHALL BE INCLUDED IN EACH INDIVIDUAL CONDUIT RUN. 58 PROVIDE TESTING AND VERIFY THAT ALL SYSTEM CABLING AND FIELD WIRING IS FREE OF SHORTS, GROUNDS, OPENS, HIGH RESISTANCE, AND OTHER FAULTS PRIOR TO TERMINATION TO DEVICES AND EQUIPMENT. THE CONTRACTOR SHALL PROVIDE A DETAILED REPORT OF THE TEST TO OWNER'S SECURITY AND ITS AUTHORIZED REPRESENTATIVE. 59 ALL CONDUITS SHALL BE IN INSTALLED IN ACCORDANCE WITH NFPA 70, THE NATIONAL ELECTRICAL CODE (NEC), AMERICAN DISABILITY ACT (ADA) AND THE CONTRACT DOCUMENTS. 60 ALL CONDUIT ROUTES SHALL BE SO DESIGNED TO ENSURE THAT ALL LOW VOLTAGE WIRE AND CONDUIT MAINTAIN THE REQUIRED MINIMUM OF TWELVE-INCH (12") DISTANCE SEPARATION FROM ANY OPEN CONDUCTORS OF POWER, OR CLASS 1 CIRCUIT AND SHALL NOT BE PLACED IN ANY CONDUIT, JUNCTION BOX OR RACEWAY CONTAINING THESE CONDUCTORS, AS PER NFPA 70, THE NATIONAL ELECTRICAL CODE (NEC). 61 THE ELECTRICAL CONTRACTOR SHALL AVOID CONDUIT RUNS PARALLEL TO ALL AC ELECTRICAL POWER. ANY LOW VOLTAGE CONDUIT OR LOW VOLTAGE WIRING THAT CROSSES OVER AC ELECTRICAL POWER SHALL BE AT A 90-DEGREE ANGLE. 62 ALL CONDUITS, RACEWAYS, AND OTHER ASSOCIATED ITEMS RELATED TO THE SYSTEM INSTALLED, SHALL NOT OBSTRUCT ANY PORTION OF A WINDOW, DOORWAY, STAIRWELL, OR PASSAGEWAY AND SHALL NOT INTERFERE WITH THE OPERATION OF ANY EXISTING MECHANICAL OR ELECTRICAL EQUIPMENT. 63 ALL BACK BOXES PROVIDED FOR RECESSED CEILING INSTALLATION SHALL INCLUDE ADEQUATE ACCESS AND SHALL BE RATED FOR USE IN CEILINGS AND SHALL MEET OR EXCEED ALL APPLICABLE NATIONAL AND LOCAL ELECTRICAL CODES. 64 ALL JUNCTION BOXES DEFINED BY THE RECORD SPECIFICATION MAY BE CONCEALED BUT MUST REMAIN ACCESSIBLE FOR SERVICE AND TESTING. SECURITY JUNCTIONS BOXES MAY BE RECESSED INTO WALL OR CEILING. 65 ALL JUNCTION BOXES AND SMALL DEVICE ENCLOSURES BELOW THE CEILING AND EASILY ACCESSIBLE TO EMPLOYEES OR THE PUBLIC SHALL BE TAMPER PROOF, MONITORED, AND COVERED WITH SUITABLE COVER PLATE. ALL JUNCTION BOXES ABOVE CEILING LEVEL IN OCCUPIED AREAS OF THE BUILDING SHALL NOT BE CONSIDERED TO BE EASILY ACCESSIBLE. ALL LOCATIONS CONTAINING SECURITY SYSTEM COMPONENTS UNDER THESE CONDITIONS SHALL INCORPORATE SECURE TAMPERPROOF SCREWS OR SIMILAR APPROVED DEVICES. 66 ALL SYSTEM CABLING PROVIDED, AS PART OF THIS SYSTEM SHALL BE INSTALLED IN DEDICATED CONDUIT RACEWAYS, WHICH ARE NOT USED FOR ANY OTHER PURPOSE, FUNCTION, OR SYSTEM. 67 CONDUIT SHALL BE CONCEALED IN ALL FINISHED AREAS. EXPOSED CONDUIT IS PERMITTED IN ELECTRICAL, MECHANICAL AND UNFINISHED AREAS ONLY AS DETERMINED BY THE ARCHITECT PRIOR TO INSTALLATION. 68 ANY RUN OF EXPOSED CONDUIT SHALL BE PARALLEL OR AT A RIGHT ANGLE TO THE BUILDING LINES. 69 THE SECURITY CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE CONSTANT 120VAC TO ALL SECURITY EQUIPMENT ROOMS. 70 ALL DEVICES GENERATING RADIO FREQUENCIES SHALL BE CERTIFIED TO COMPLY WITH THE REQUIREMENTS OF FCC PART 15 AND LABELED AS SET FORTH IN FCC PART 15. 71 CONTRACTOR SHALL TAKE ALL OTHER PRECAUTIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO PREVENT ELECTROMAGNETIC INTERFERENCE WITH DATA TRANSMISSIONS. 72 NON-SECURITY SYSTEM WIRING SHALL NOT SHARE SECURITY CONDUIT. 73 THE SECURITY SYSTEM NETWORK SHALL COMMUNICATE WITH THE SYSTEM CONTROL WORKSTATIONS THROUGH INDUSTRY STANDARD NETWORK SWITCHES AND ROUTERS AND SHALL NOT BE REQUIRED TO RESIDE ON THE SAME SUBNET, AS THE INFORMATION TECHNOLOGY NETWORK. 74 THE SECURITY CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR OF DIVISION 08 700-DOOR HARDWARE. 75 ALL ELECTRIFIED DOORS SHALL BE OPERATIONAL FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER NFPA 101. 76 THE SECURITY CONTRACTOR SHALL COORDINATE WITH THE DOOR HARDWARE CONTRACTOR AS TO INTERCONNECTION OF ALL INPUT TRIGGERS FOR RELEASE OF ELECTRICAL LOCKING HARDWARE AND CONTACT OUTPUTS REQUIRED TO MONITOR DOOR RELATED ALARM POINTS. 77 ALL CAMERA CABLING SHALL BE CONCEALED AND PROTECTED IN A RIGID ENCASEMENT, CONDUIT, ARMORED FLEX, OR SIMILAR APPROVED PASSAGES. CAMERA PLACEMENTS IN THE FIELD ARE FORBIDDEN TO HAVE UNPROTECTED AND EXPOSED CONNECTORS, POWER CABLE, AND VIDEO FEEDS. INTEGRATED ARMATURES THAT PASS THE CABLING FROM THE CAMERA TO THE WALL / JUNCTION BOX WITHOUT EXPOSING THE CABLING AT ANY POINT SHALL BE DEEMED ACCEPTABLE. 78 PROVIDE BACK BOX AND ASSOCIATED CONDUIT, LOCKNUTS, COUPLINGS, THREADED BUSHINGS, AND PULL ROPE FOR ALL DEVICES AS INDICATED ON DRAWINGS AND AS SPECIFIED. 79 THE FINAL FIELD PLACEMENT AND FIELD OF VIEW FOR EACH CAMERA LOCATION SHALL BE DETERMINED BY ON SITE CONDITIONS. PRIOR TO THE PURCHASE OF ANY (CCTV) HARDWARE THE CONTRACTOR SHALL OBTAIN WRITTEN ACCEPTANCE OF PROPOSED PLACEMENTS AND ASSOCIATED FOCAL LENGTHS FROM THE OWNER OR ITS AUTHORIZED REPRESENTATIVE. 80 ALL PENETRATIONS THROUGH FIRE RATED BUILDING STRUCTURES, WALLS, AND FLOORS SHALL BE SEALED WITH AN APPROPRIATE FIRE STOP SYSTEM. THIS REQUIREMENT APPLIES TO THROUGH PENETRATIONS (COMPLETE PENETRATION) AND MEMBRANE PENETRATIONS (THROUGH ONE SIDE OF A HOLLOW FIRE RATED STRUCTURE). ANY PENETRATING ITEMS I.E., RISER SLOTS AND SLEEVES, CABLES, CONDUIT, CABLE TRAY, AND RACEWAYS, ETC. SHALL BE PROPERLY FIRE STOPPED. THE CONTRACTOR SHALL ENSURE THAT ANY FIRE STOP SYSTEMS SHALL BE UL CLASSIFIED TO ASTM E8 14 (UL 1479). 81 THE CONTRACTOR SHALL ENSURE THAT ALL FIRE STOP SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE COMPLETELY INSTALLED AND AVAILABLE FOR INSPECTION BY THE LOCAL INSPECTION AUTHORITIES PRIOR TO CABLE SYSTEM ACCEPTANCE. 82 UPON SUCCESSFUL COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL CONDUCT FULL SYSTEM TESTING TO ASSURE THAT THE SYSTEMS ARE CORRECTLY INSTALLED AND FULLY OPERATIONAL. CONFIRM IN WRITING TO THE ARCHITECT THAT ALL ASPECTS OF THE SYSTEM HAVE BEEN TESTED BY THE CONTRACTOR AND FOUND TO BE FULLY OPERATIONAL AND READY FOR FINAL ACCEPTANCE TESTING. 83 AT THE CONCLUSION OF TESTING PROVIDE (2) COPIES OF ALL TEST REPORT DOCUMENTATION OF THE TESTS THAT SHALL REFLECT THE DATE, TIME, AND SYSTEM TESTING RESULTS. ADJUST, BALANCE AND TUNE ALL EQUIPMENT AS REQUIRED FOR OPTIMUM QUALITY TO MEET MANUFACTURER'S PUBLISHED PERFORMANCE SPECIFICATIONS AND OWNERS REQUIREMENTS. 1 THE SECURITY MANAGEMENT SYSTEM (SMS) SHALL INTEGRATE THE DIGITAL VIDEO SURVEILLANCE SYSTEM (DVS), CLIENT WORKSTATIONS, FIELD DATA GATHERING PANELS (FIELD PANELS), CARD READERS, AND EACH SUPPORT DEVICE AS INDICATED HEREIN AND SPECIFIED IN THE CONTRACT SPECIFICATIONS. 2 ALL WIRING AND CABLE BETWEEN DEVICES SHALL BE IN ACCORDANCE WITH THE OPERATING REQUIREMENTS OF THE SMS SYSTEM AND SHALL SUPPORT COMMUNICATIONS FOR POINT IDENTIFICATION AND ACCESS CONTROL TRANSACTIONS TO/FROM EACH DEVICE. 3 THE CONTROL WIRING BETWEEN FIELD DEVICES, REMOTE ACCESS CONTROL EQUIPMENT AND FIELD PANELS/DATA GATHERING PANELS SHALL BE A MINIMUM OF No. 18 AWG AND SHALL BE COLOR-CODED. 4 PROVIDE WIRING FROM THE SMS FIELD PANEL TO THE INSTALLED FIRE ALARM SYSTEM SUCH THAT IN THE EVENT OF A FIRE ALARM OR WHEN THE FIRE ALARM SYSTEM IS ACTIVATED, ALL DOORS FITTED WITH ELECTROMAGNETIC LOCKS SHALL REVERT TO FAIL SAFE MODE OF OPERATION IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING JURISDICTION AND OWNER OR THEIR AUTHORIZED REPRESENTATIVE. 5 ALL NON STAIRWELL DOORS FITTED WITH ELECTRIC MORTISE LOCKS SHALL REVERT TO A FAIL SECURE MODE OF OPERATION IN ACCORDANCE WITH THE LOCAL AUTHORITY HAVING JURISDICTION AND OWNER'S SECURITY. 6 ALL STAIRWELL DOORS FITTED WITH ELECTRIC MORTISE LOCKS SHALL REVERT TO A FAIL SAFE MODE OF OPERATION. 7 PROVIDE A HARD WIRED CONNECTION TO A 120 VAC, 20AMP NON-EMERGENCY CIRCUIT THAT IS DEDICATED TO SECURITY FOR EACH SECURITY EQUIPMENT POWER SUPPLY LOCATION AS INDICATED ON THE DRAWINGS. THE CIRCUIT CONNECTION SHALL BE PROVIDED WITHIN A BACK BOX, SURFACE MOUNTED AT 18" A.F.F. UNLESS OTHERWISE NOTED. TERMINATE WIRE ENDS WITH INSULATED WIRE NUTS. 8 PROVIDE A HARD WIRED CONNECTION TO A 120 VAC, 20AMP EMERGENCY CIRCUIT THAT IS DEDICATED TO SECURITY FOR EACH SECURITY EQUIPMENT POWER SUPPLY LOCATION AS INDICATED ON THE DRAWINGS. THE CIRCUIT CONNECTION SHALL BE PROVIDED WITHIN A BACK BOX, SURFACE MOUNTED AT 18" A.F.F. UNLESS OTHERWISE NOTED. TERMINATE WIRE ENDS WITH INSULATED WIRE NUTS. 9 PROVIDE AN UNSWITCHED DUPLEX OUTLET CONNECTED TO A 120 VAC, 20AMP EMERGENCY CIRCUIT DEDICATED TO SECURITY IN THE SECURITY CONTROL CENTER AND EQUIPMENT ROOMS AS INDICATED ON THE DRAWINGS. THE DUPLEX OUTLET SHALL BE FLUSH MOUNTED WITHIN THE FLOOR BELOW THE CONSOLE AND/OR EQUIPMENT RACKS. EXACT LOCATION SHALL BE AS DIRECTED BY THE ARCHITECT. 10 PROVIDE A HARD WIRED CONNECTION TO A 120 VAC, 20 AMP NON-EMERGENCY CIRCUIT DEDICATED TO SECURITY FOR DOORS UTILIZING EXIT DEVICES AS INDICATED ON THE DRAWINGS. THE CIRCUIT CONNECTION SHALL BE PROVIDED WITHIN A BACK BOX, MOUNTED ABOVE THE CEILING, WITHIN AN ACCESSIBLE LOCATION ADJACENT TO THE DOOR. TERMINATE WIRE ENDS WITH INSULATED WIRE NUTS. 11 PROVIDE AN UNSWITCHED DUPLEX OUTLET CONNECTED TO A 120 VAC, 20AMP NON-EMERGENCY CIRCUIT DEDICATED TO SECURITY FOR EACH SECURITY CONVENIENCE DEVICE AS INDICATED ON THE DRAWINGS. THE OUTLET SHALL BE FLUSH MOUNTED TO THE WALL AT 18" A.F.F UNLESS OTHERWISE NOTED. 12 REVIEW ALL CONTRACT DRAWINGS AND SURVEY EXISTING SITE CONDITIONS PRIOR TO ORDERING EQUIPMENT OR PROCEEDING WITH WORK. 13 DRAWINGS SHALL BE USED BY THE CONTRACTOR AS A REFERENCE FOR THE REQUIREMENT AND LOCATION OF THE SYSTEM COMPONENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT THEMSELVES WITH ALL OF THE CONTRACT DRAWINGS, AND CONFIRM THE REQUIRED QUANTITIES OF DEVICES AND SPECIFIC OPTIONS ON LOCATION. 14 PERFORM ALL WORK, PROVIDE PRODUCTS, SYSTEM INTEGRATION, COORDINATION, ENGINEERING, AND DESIGN WORK REQUIRED FOR THE PROJECT IN ORDER TO ENSURE THE PROPER INSTALLATION OF THE COMPLETE AND FULLY OPERATIONAL SYSTEMS PURSUANT TO THE CONTRACT DOCUMENTS. 15 ALL SYSTEMS PROVIDED SHALL BE IN ACCORDANCE WITH THE MOST CURRENT REVISION OF THE FEDERAL, STATE, AND LOCAL CODES AND STANDARDS. THE AUTHORITY HAVING JURISDICTION SHALL PROVIDE FINAL CLARIFICATION OF CODE REQUIREMENTS. CONFLICT OF ANY CODE REQUIREMENT WILL REQUIRE THE ADAPTATION OF THE MORE STRINGENT REQUIREMENT FOR THE APPLICATION UNLESS A VARIANCE IS AUTHORIZED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 16 PROVIDE ALL COMPONENTS, INTERCONNECTION CONDUIT, CABLE/WIRE, APPURTENANCES, AND MATERIALS AS REQUIRE TO FORM A COMPLETE COORDINATED SYSTEM READY FOR OPERATION. 17 PROVIDE ALL PLAN CHECKS, PERMITS, AND LICENSES NECESSARY FOR THE EXECUTION OF WORK AS APPLICABLE FOR THE PROJECT. ALL FEES, CHANGES, AND OTHER ASSOCIATED COSTS INCURRED BY THE FOREGOING SHALL BE BORNE BY THE CONTRACTOR. 18 THE CONTRACTOR SHALL PROVIDE A QUALIFIED AND COMPETENT FACTORY TRAINED AND STATE LICENSED FIELD SUPERVISOR ON-SITE TO ENSURE THE PROPER INSTALLATION OF ALL SYSTEMS SPECIFIED AND IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH OTHER CONTRACTORS, TRADES, AND OWNER OR THEIR AUTHORIZED REPRESENTATIVE. 19 THE CONTRACTOR SHALL PROVIDE FACTORY TRAINED AND STATE LICENSED TECHNICIANS FOR THE INSTALLATION AND SHALL PROVIDE PROOF OF SUCH SYSTEMS AUTHORIZED TRAINING. 20 PROVIDE ALL WIRING FROM EQUIPMENT HARDWARE MANUFACTURER'S TERMINAL STRIPS TO FINAL CONNECTION POINTS OF EQUIPMENT. 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS AND ANY CRITICAL DIMENSIONS ASSOCIATED WITH THE SCOPE OF WORK PRIOR TO SUBMITTING THE CONSTRUCTION BID. THE CONTRACTOR SHALL CONFIRM THAT ALL WORK OUTLINED WITHIN THE CONTRACT DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, AND SHALL NOTIFY IN WRITING AN AUTHORIZED REPRESENTATIVE OF ANY CONDITIONS ENCOUNTERED WHICH MAY AFFECT BUILDING CODE COMPLIANCE. 22 VERIFY PARTITION LOCATIONS, AND AVOID CONFLICTS WITH LIGHTS, DIFFUSERS, GRILLS, AND OTHER LIKE OBSTRUCTIONS. LOCATIONS OF ALL VISIBLE DEVICES AND EQUIPMENT SHALL BE COORDINATED WITH THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INITIATION OF WORK. 23 COORDINATE A FINAL SECURITY SYSTEM EQUIPMENT LAYOUT AND ROUTING OF THE CONDUIT WITH THE CONTRACT DOCUMENTS. ANY CONFLICTS DISCOVERED SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE OWNER FOR REVIEW AND APPROVAL PRIOR TO INITIATION OF WORK. 24 EQUIPMENT AND COMPONENTS SHOWN ON THESE PLANS ARE DIAGRAMMATIC IN NATURE AND ARE NOT TO BE SCALED FOR EXACT DEVICE LOCATIONS. CONTRACTOR SHALL LOCATE DEVICES BASED ON APPLICABLE CODE, KEY NOTES, AND AS DESIGNED BY THE ARCHITECT. 25 INSTALL ALL MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DIRECTION, TESTING AND OPERATIONAL PROCEDURES. 26 ALL MATERIALS, DEVICES, AND EQUIPMENT SHALL BE UNUSED, OF CURRENT MANUFACTURER, AND MEET OR EXCEED THE LATEST PUBLISHED SPECIFICATIONS OF THE MANUFACTURER. DEVICES AND EQUIPMENT SHALL BE THE LATEST MODEL OF THE MANUFACTURER UNLESS OTHERWISE INDICATED, OR UNLESS SUCH MODEL FAILS TO MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 27 ALL ELECTRONICS COMPONENTS SHALL BE STANDARD, UNMODIFIED PRODUCTION MODELS EXCEPT AS NOTED WITH THE LATEST FIRMWARE/BIOS OFFERED BY THE MANUFACTURER AT THE TIME OF THE FINAL TEST. 28 PROTECT ALL EXISTING WORK, AND THE WORK OF OTHER ASSOCIATED TRADES FROM DAMAGE. ALL EQUIPMENT PROVIDED SHALL BE KEPT INTERNALLY CLEAN AND PROTECTED AGAINST BLOWING DUST, WIND, STORMS, SUN, FLOOD, RAIN, SNOW, HEAT, RAIN, MOISTURE, AND ANY OTHER DAMAGING FACTORS. ALL INSTALLATION WORK SHALL BE COVERED AND PROTECTED AGAINST DAMAGE. 29 EQUIPMENT AND MATERIALS SHALL BE PROPERLY STORED, ADEQUATELY PROTECTED AND CAREFULLY HANDLED TO PREVENT DAMAGE BEFORE AND DURING INSTALLATION. 30 EQUIPMENT STORED ON THE PREMISES IS AT THE CONTRACTORS OWN RISK. THE OWNER IS NOT THE CARETAKER OF UNINSTALLED OR STAGING OF HARDWARE ON-SITE UNLESS PREVIOUSLY AUTHORIZED IN WRITING BY OWNER OR ITS AUTHORIZED REPRESENTATIVE TO ACCEPT CUSTODIANSHIP OF THE HARDWARE. 31 ELECTRICAL CONTRACTOR SHALL PROVIDE PRIMARY, DEDICATED ELECTRICAL POWER (120/220 VAC). 32 ELECTRICAL CONTRACTOR SHALL SUPPLY AND PROVIDE DEDICATED 20 AMP, 120 VAC POWER AT SECURITY LOCATIONS FOR CONNECTION BY THE SECURITY CONTRACTOR. ALL PRIMARY CONTROL PANELS SHALL BE CONNECTED TO GENERATOR BACKUP CIRCUITS. 33 ALL PRIMARY CONTROL PANELS, COMMUNICATION TRANSPORTATION DEVICES, POWER SUPPLIES NETWORK VIDEO RECORDERS, AND DIGITAL VIDEO RECORDERS SHALL BE CONNECTED TO UPS BACKUP CIRCUITS, BATTERY BACKUP, OR GENERATOR POWER BACKUP SYSTEM. 34 PROVIDE ALL THE INTERCONNECTIONS BETWEEN POWERED JUNCTION BOXES AND THE SECURITY EQUIPMENT. 35 ADHERE TO ALL SYSTEM AND COMPONENT GROUNDING REQUIREMENTS AS SPECIFIED BY THE EQUIPMENT MANUFACTURERS. 36 PROVIDE SURGE SUPPRESSION, GROUNDING AND BONDING THAT WILL EFFECTIVELY PROTECT, WITHIN TESTED LIMITS, THE SYSTEMS HARDWARE AND EQUIPMENT AGAINST LIGHTNING TRANSIENTS, INTERNAL AND EXTERNAL SWITCHING TRANSIENTS, AND OTHER SURGE TRANSIENTS THROUGHOUT THE USEFUL LIFE OF THE SYSTEM. 37 ALL WIRING SHALL BE PROPERLY SUPPORTED AND INSTALLED IN CONDUIT AND CABLE TRAY, ON CENTER AS REQUIRED IN CONTRACT DOCUMENTS. 38 ALL CONDUIT FILL SHALL NOT EXCEED 40 PERCENT OF INTERIOR CROSS SECTIONAL AREA WHERE THREE OR MORE CABLES ARE CONTAINED WITHIN A SINGLE CONDUIT. 39 CABLES, RACEWAYS, AND CONDUIT SHALL NOT BE SUPPORTED FROM DUCTWORK, PIPING, PLUMBING SYSTEMS, CEILING TILE AND LIGHTING FIXTURE SUSPENSION WIRES OR BUILDING STRUCTURE. 40 CABLES SHALL BE ROUTED IN CONDUIT OR OTHER SUITABLE RACEWAY SUBJECT TO ACCEPTANCE BY THE ARCHITECT. 41 AT LOCATIONS WHERE CABLES PASS THROUGH METAL STUDS OR DOOR FRAMES, THE CONTRACTOR SHALL INSTALL A BUSHING OR GROMMET TO PREVENT DAMAGE TO THE CABLES. 42 ALL CABLES MUST BE FREE OF TENSION AT BOTH ENDS AND OVER THE ENTIRE LENGTH OF THE RUN. 43 CABLE TIES AND SUPPORTS SHALL NOT PINCH, BIND, CRIMP, OR IN ANY WAY CAUSE PHYSICAL OR ELECTRICAL CHARACTERISTIC DAMAGE TO THE CABLING. THE CONTRACTOR SHALL ASSURE THAT DURING AND UPON COMPLETION OF THE INSTALLATION, ALL CABLES ARE FREE OF KINKS, SHARP BENDS, TWISTS, GOUGES, CUTS OR ANY OTHER PHYSICAL DAMAGE. 44 ALL CABLING SHALL BE PLENUM RATED IN ACCORDANCE WITH THE NEC. 45 PLENUM RATED CABLE TIES AND CABLE SUPPORTS SHALL BE UTILIZED IN ALL PLENUM RATED SPACES. 46 ALL CABLE RUNS SHALL BE CONTINUOUS BETWEEN DEVICES WITHOUT SPLICES. CONNECTIONS SHALL BE MADE USING TERMINAL BLOCKS. WIRES CONNECTED TOGETHER SHALL HAVE THE SAME COLOR INSULATION. ALL CONNECTIONS SHALL BE ACCESSIBLE FOR INSPECTION AND SERVICES AND SHALL BE CLEARLY IDENTIFIED ON THE CONTRACTOR'S AS-BUILT DRAWINGS. ALL DEVICE BACK BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE LABELED AND ACCESSIBLE FOR INSPECTION AND MAINTENANCE. 47 WIRING COLOR CODE SHALL BE MAINTAINED THROUGHOUT THE INSTALLATION AS REQUIRED BY THE SPECIFICATIONS. NO.ISSUE DATE PERMIT SET 12.06.2018 F9 FITNESS CENTER 108 CONFERENCE ROOM 104 RECEPTION 100 BREAKROOM 103 CORRIDOR 121 CLASSROOM 111 CATERING KITCHEN 112 BANQUET HALL/ MULTIPURPOSE 117 LOUNGE 101 BANQUET HALL STORAGE 116 STORAGE 122 ELEC. 118 AV. 119 TELEPHONE ROOM 106 MEETING ROOM 105 WORKSTATIONS 107 JANITOR 114 TRASH 113 GAME LOUNGE PANTRY BANQUETTE SHELVING STOR. 120 WOMENS 126 MENS 127 ELECTRICAL 123 LOUNGE LOUNGE CLASSROOM 109 RE C E P T I O N CO R R I D O R 10 2 MECH 125 F G H I J K L M 2 2.2 3 4 DC DC DC DC DC DC DC DCDC DC E-101B E-101C E-101A 121D E-121C E-121B E-117D E-117C E-117B DC DC DC DC DC DC DCDC DC TN DB PB SE20-01 1 E1 0 0 A 01-0701-0801-09 01-14 01-0201-01 02-09 02-07 02-06 01-04 02-05 01-06 01-05 01-03 02-04 02-0302-02 02-01 01-1001-11 01-12 02-11 02-12 01-13 01-15 02-14 02-13 02-10 02-08 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :4 3 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t SE10-01 SECURITY LEVEL 01 FLOOR PLAN JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 SE20-012 T. O GROUND LEVEL 0' -0" T. O GROUND LEVEL 0' -0" POWER SUPPLY FOR I/O PANELS I/O PANELS FOR MONITORED DOORS 4" W x 4' H CABLE TROUGH 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :4 5 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t SE20-01 SECURITY PART PLANS AND ELEVATIONS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com 1/2" = 1'-0"1 SECURITY EXISTING IDF ROOM PART PLAN 1" = 1'-0"2 SECURITY EXISTING IDF WEST WALL ELEVATION NO.ISSUE DATE PERMIT SET 12.06.2018 ACCESS/ENTRY SIDE INTERIOR/EGRESS SIDE JB ACCESSIBLE CEILING JUNCTION BOX ABOVE ACCESSIBLE CEILING CONCEALED DOOR CONTACT SWITCH DOOR FINISHED FLOOR DC DOOR FRAME 3/4" CONCEALED CONDUIT TO ACCESS CONTROL PANEL 1-1/4" CONDUIT 18 AWG 2 CONDUCTOR WIRE ACCESS/ENTRY SIDE INTERIOR/EGRESS SIDE ACCESSIBLE CEILING TO ACCESS CONTROL PANEL JUNCTION BOX ABOVE ACCESSIBLE CEILING DC JB DOOR CONCEALED DOOR CONTACT SWITCH (TYPICAL) DC FINISHED FLOOR DOOR FRAME 1-1/4" CONDUIT 3/4" CONCEALED CONDUIT 18 AWG 2 CONDUCTOR WIRE ACCESSIBLE CEILING -SEE ARCHITECTURAL RCP CATEGORY CABLE TO NEAREST TELECOMMUNICATIONS ROOM CAMERA -REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION 1" CONDUIT TO NEAREST TELECOMMUNICATIONS ROOM PROVIDE 4-11/16"x4-11/16"x3" BACK BOX CATEGORY PATCH CORD TO CAMERA 1-PORT SURFACE MOUNTED BOX 1G DEVICE PLATE TYPICAL CAMERA HOUSING CADDY 512A ADJUSTABLE SNAP-ON CEILING BOX HANGER NOTE: ELECTRICAL CONTRACTOR, ELECTRONIC SAFETY AND SECURITY CONTRACTOR, AND ARCHITECT SHALL COORDINATE PRIOR TO ROUGH-IN INSTALLATION FOR SECURTY CAMERA ATTACHMENT REQUIREMENTS TO BACKBOX ASSEMBLY. 1" CONDUIT TO NEAREST TELECOMMUNICATIONS ROOM CATEGORY CABLE TO NEAREST TELECOMMUNICATIONS ROOM PROVIDE 4-11/16"x4-11/16"x3" BACK BOX PARTITION -SEE ARCHITECTURAL FLOOR PLANS 1-PORT SURFACE MOUNTED BOX 1G DEVICE PLATE CAMERA HOUSING CAMERA -REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION CATEGORY 6 PATCH CORD TO CAMERA NOTE: ELECTRICAL CONTRACTOR, ELECTRONIC SAFETY AND SECURITY CONTRACTOR, AND ARCHITECT SHALL COORDINATE PRIOR TO ROUGH- IN INSTALLATION FOR SECURTY CAMERA ATTACHMENT REQUIREMENTS TO BACKBOX ASSEMBLY. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :4 8 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t SE40-01 SECURITY DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.3 SECURITY OPENING-SINGLE MONITORED DOOR N.T.S.4 SECURITY OPENING-DOUBLE MONITORED DOOR SECURITY -MASTER-MONITORED ONLY DOOR SCHEDULE MO N I T O R E D O P E N I N G # HE A D - E N D R O O M DO O R C O N T A C T DE T A I L N U M B E R IN S T A L L E R N O T E S T. O GROUND LEVEL 121D EXISTING IDF 1 3/SE40-01 E100 EXISTING IDF 2 4/SE40-01 E121B EXISTING IDF 2 4/SE40-01 E121C EXISTING IDF 2 4/SE40-01 E-101 EXISTING IDF 2 4/SE40-01 E-101C EXISTING IDF 2 4/SE40-01 E-101D EXISTING IDF 2 4/SE40-01 E-117B EXISTING IDF 2 4/SE40-01 E-117C EXISTING IDF 2 4/SE40-01 E-117D EXISTING IDF 2 4/SE40-01 N.T.S.1 TYPICAL SECURITY CAMERA - CEILING MOUNTED N.T.S.2 TYPICAL SECURITY CAMERA - WALL MOUNTED SECURITY CCTV CAMERA SCHEDULE SE Q U E N T I A L N U M B E R HE A D - E N D R O O M BO D M O D E L # CA M E R A M O U N T I N G T Y P E DE T A I L N U M B E R NO T E S T. O GROUND LEVEL 01-01 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-02 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-03 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-04 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-05 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-06 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-07 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-08 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-09 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-10 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-11 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-12 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-13 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-14 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 01-15 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-01 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-02 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-03 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-04 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-05 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-06 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-07 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-08 EXISTING IDF AXIS Q3708-PVE CEILING 1/SE40-01 02-09 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-10 EXISTING IDF AXIS Q3708-PVE CEILING 1/SE40-01 02-11 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-12 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-13 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 02-14 EXISTING IDF AXIS Q3518-LVE CEILING 1/SE40-01 T. O GROUND LEVEL: 29 NO.ISSUE DATE PERMIT SET 12.06.2018 1.INSTALL CONDUIT RUNS IN THE MOST DIRECT ROUTE POSSIBLE WITH NO MORE THAN TWO 90 DEGREE BENDS BETWEEN PULL POINTS OR PULL BOXES. 2.90 DEGREE CONDUITS "LB" TYPE FITTINGS SHALL NOT BE USED FOR TELEAV CABLING INSTALLATIONS. 3.CONTINUOUS CONDUIT SECTIONS OR SEGMENTS SHALL NOT BE GREATER THAN 100 LINEAR FEET IN LENGTH WITHOUT AN ADEQUATELY SIZED PULL BOX -REFER TO DETAIL 4.CONDUITS SHALL BE BONDED TO GROUND ON ONE OR BOTH ENDS IN ACCORDANCE WITH NATIONAL AND LOCAL REQUIREMENTS. 5.AV CONDUITS SHALL BE INSTALLED TO WITHSTAND THE ENVIRONMENT IN WHICH THEY WILL BE EXPOSED AND IN ACCORDANCE WITH ANSI/NFPA-70; THE NATIONAL ELECTRICAL CODE. 6.THE TOTAL DISTANCE OF CONDUIT RUNS FOR AV HORIZONTAL CABLE USE SHALL NOT EXCEED 150 FEET. 7.DO NOT INSTALL CONDUITS OVER OR ADJACENT TO BOILERS, INCINERATORS, HOT WATER OR STEAM LINES. 8.THE MINIMUM BEND RADIUS OF ANY PORTION OF THE CONDUIT PATHWAY SHALL BE SIX (6) TIMES THE INTERNAL DIAMETER OF THE CONDUIT FOR ALL CONDUITS 2-INCHES IN DIAMETER OR LESS. 9.THE MINIMUM BEND RADIUS OF ANY PORTION OF THE CONDUIT PATHWAY SHALL BE TEN (10) TIMES THE INTERNAL DIAMETER OF THE CONDUIT FOR ALL CONDUITS WITH AN INTERNAL DIAMETER GREATER THAN 2-INCHES. 10.WHERE A CONDUIT RUN REQUIRES A REVERSE BEND (BETWEEN 100 DEGREES AND 180 DEGREES) A PULL BOX SHALL BE INSTALLED AT EACH BEND HAVING SUCH ANGLE, WITHIN 10 FEET OF THE BEND. 11.IF A CONDUIT RUN REQUIRES A THIRD 90 DEGREE BEND BETWEEN PULL POINTS OR PULL BOX, THE OVERALL DESIGN CAPACITY OF THE CONDUIT SYSTEM SHALL HAVE A DERATED TOTAL CAPACITY OF 15 PERCENT. 12.ALL CONDUIT ENDS SHALL BE REAMED AND FITTED WITH THREADED INSULATING BUSHING TO ELIMINATE SHARP EDGES THAT CAN DAMAGE CABLES DURING INSTALLATION. 13.CONDUITS THAT PROTRUDE THROUGH WALLS AND FLOORS SHALL BE EXTENDED BEYOND THE SURFACE PENETRATION TO WITHIN 12 INCHES OF THE CABLE TRAY OR CABLE RUNWAY SYSTEM. 14.ALL AV OUTLETS STUB-UPS SHALL BE EQUIPPED WITH A PULL STRING WITH A MINIMUM TEST RATING OF 200 LBS. 15.ALL INTERIOR AV CONDUITS GREATER THAN 1 1/2" CONDUITS SHALL BE EQUIPPED WITH 1/2" CABLE PULL STRING WITH 1250 LBS OF TENSILE STRENGTH AND SEQUENTIAL FOOTAGE MARKING. 16.ALL EXTERIOR AV CONDUITS SHALL BE EQUIPPED WITH 1/2" CABLE PULL STRING WITH 1250 LBS OF TENSILE STRENGTH AND SEQUENTIAL FOOTAGE MARKING. 17.INSTALL PULL BOXES IN ACCESSIBLE LOCATIONS. DIRECT ACCESS TO PULL BOXES IS REQUIRED. PROVIDE LABELED, HINGED ACCESS PANEL DOOR. PULL BOXES SHALL BE LISTED FOR THE PURPOSE. 18.THE MINIMUM LENGTH OF PULL BOX SHALL BE 12 TIMES THE DIAMETER OF THE LARGEST CONDUIT. PULL BOXES SHALL NOT BE USED IN SUBSTITUTION OF A 90 DEGREE BEND. 19.REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING ELEVATIONS. 20.REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATION OF ALL CONDUIT, RUNWAY, AND TRAY. 21.COORDINATE EXACT LOCATIONS OF ALL FLOOR BOXES AND POKE-THRU DEVICES WITH ARCHITECT PRIOR TO INSTALLATION. 22.ALL OUTLET LOCATIONS AND DIMENSIONS ARE APPROXIMATE. COORDINATE EXACT MOUNTING LOCATION AND HEIGHT WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION. 23.WHERE CABLE TRAY RUNS ARE OBSTRUCTED, J-HOOKS MAY BE USED. J-HOOKS SHALL BE SPACED NO LESS THAN 48" O.C AND NOT GREATER THAN 60" O.C. WHERE AV CABLE AND SECURITY CABLE FOLLOW THE SAME PATH, CABLES SHALL BE SEPARATED. ALL AV OUTLETS SHOWN IN OPEN AIR ENVIRONMENT (I.E. MECHANICAL SPACE, PENTHOUSE, ROOF, GARAGE) SHALL BE INSTALLED IN CONDUIT, RATED FOR THAT ENVIRONMENT. 24.ALL AV HORIZONTAL STRUCTURED CABLING SHALL BE INSTALLED IN MAIN AND SECONDARY CORRIDORS ONLY FROM AV ROOM TO WORK AREA OUTLETS. 25.ALL AV HORIZONTAL STRUCTURED CABLING SHALL ENTER WORK AREA ROOMS VIA PROPERLY SIZED CONDUIT ABOVE DOOR. CONDUIT SLEEVE SHALL BE PROPERLY FIRESTOPPED TO MAINTAIN FIRE RATING. 26.UNDER NO CIRCUMSTANCES SHALLAV HORIZONTAL STRUCTURED CABLING BE INSTALLED THROUGH ADJACENT ROOMS TO WORK AREA OUTLETS. GENERAL PATHWAY REQUIREMENTS POI POINT OF INTERFACE POTS PLAIN OLD TELEPHONE SERVICE PR PAIR PTSS PASSIVE TRANSMISSION SUBSYSTEM PVC POLYVINYL CHLORIDE SE SERVICE ENTRANCE SER SATELLITE EQUIPMENT ROOM SI SYSTEM INTERNATIONAL SL SLEEVE SMPS SWITCHED MODE POWER SUPPLY SNA SYSTEMS NETWORK ARCHITECTURE SP SERVICE PROVIDER SPC STORED PROGRAM CONTROL SPD SURGE PROTECTION DEVICE SPG SINGLE-POINT GROUND STA STATION STP SHIELDED TWISTED PAIR SW STATION WIRE SWB SWITCHBOARD SYS SYSTEM TB TERMINAL BLOCK TBBC TELECOMMUNICATIONS BACKBONE BONDING CONDUCTOR TBC TELECOMMUNICATION BONDING CONDUCTOR TC TELECOMMUNICATIONS CLOSET TDM TIME DIVISION MULTIPLEXING TEBC TELECOMMUNICATIONS EQUIPMENT BONDING CONDUCTOR TEL TELEPHONE TELCO TELEPHONE COMPANY TERM TERMINAL TGB TELECOMMUNICATIONS GROUNDING BUSBAR THD TOTAL HARMONIC DISTORTION TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION TM TRANSFORMER MAINTENANCE HOLE TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TO TELECOMMUNICATIONS OUTLET TPDDI TWISTED PAIR DISTRIBUTED DATA INTERFACE TPPMD TWISTED PAIR PHYSICAL MEDIUA DEPENDENT TR TELECOMMUNICATIONS ROOM TSB TELECOMMUNICATIONS SYSTEM BULLETIN TT TELEPHONE TERMINAL TTB TELEPHONE TERMINAL BOARD TTY TEXT TELEPHONES TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UG UNDERGROUND UL UNDERWRITERS LABORATORIES UPS UNINTERRUPTIBLE POWER SUPPLY UTP UNSHIELDED TWISTED PAIR ISDN INTEGRATED SERVICES DIGITAL NETWORK ISO INTEGRATED STANDARDS ORGANIZARION IW INSIDE WIRING (CABLE) KHz KILOHERTZ KTS KEY TELEPHONE SYSTEM LAN LOCAL AREA NETWORK LASER LIGHT AMPLIFICATION BY STIMULATED EMISSION OF RADIATION LATA LOCAL ACCESS TRANSPORT AREA LBO LINE BUILDOUT LEC LOCAL EXCHANGE CARRIER LED LIGHT EMITTING DIODE LOCAP LOW CAPACITANCE MAP MANUFACTURING AUTOMATION/PROTOCOL MAX MAXIMUM MC MAIN CROSS-CONNECT MDF MAIN DISTRIBUTION FRAME M/G MOTOR/GENERATOR SET MH MAINTENANCE HOLE MICRON MICROMETER MIN MINIMUM MISC MISCELLANEOUS MODEM MODULATOR/DEMODULATOR MPOP MINIMUM POINT OF PRESENCE MTT MAIN TELEPHONE TERMINAL N NEWTON NEC NATIONAL ELECTRIC CODE NESC NATIONAL ELECTRIC SAFETY CODE NI NETWORK INTERFACE NIC NOT IN CONTRACT NID NETWORK INTERFACE DEVICE NIU NETWORK INTERFACE UNIT NRTL NATIONALLY RECOGNIZED TESTING LABORATORY NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OFNP OPTICAL FIBER NON-CONDUCTIVE PLENUM OFNR OPTICAL FIBER NON-CONDUCTIVE RISER OPD OVERCURRENT PROTECTION DEVICE OPE OUTSIDE PLANT ENGINEER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSP OUTSIDE PLANT PAM PULSE AMPLITUDE MODULATE PB PULL BOX PBX PRIVATE BRANCH EXCHANGE PCM PULSE CODE MODULATION PIC POLYETHYLENE INSULATED CONDUCTOR PL PRIVATE LINES PLT PLANT PM PHASE MODULATION D/A DIGITAL TO ANALOG CONVERSION DAF DEDICATED ACCESS FACILITY DB DECIBEL DC DIRECTED CURRENT DCE DATA CIRCUIT-TERMINATION EQUIPMENT DCO DIGITAL CENTRAL OFFICE DD DISTRIBUTION DESIGNER DEMARC DEMARCATION POINT DGM DATA GRADE MEDIUM DTE DATA TERMINAL EQUIPMENT DW DISTRIBUTION WIRE DWG DRAWING(S) EBC EQUIPMENT BONDING CONDUCTOR EC ELECTRICAL CONTRACTOR EF ENTRANCE FACILITY EIA ELECTRONICS INDUSTRY ASSOCIATION ELEC ELECTRICAL EMC ELECTROMAGNETIC COMPATABILITY EMI ELECTROMAGNETIC INTERFACE EMR ELECTROMAGNETIC RADIATION EMT ELECTRICAL METALLIC TUBING ESS ELECTRONIC SWITCHING SYSTEM ETV EDUCATIONAL TELEVISION E/W EQUIPPED WITH EXCH EXCHANGE EXT EXTENSION FCC FEDERAL COMMUNICATIONS COMMISSION FD FLOOR DISTRIBUTION FDDI FIBER DISTRIBUTION DATA INTERFACE FDM FREQUENCY DIVISION MULTIPLEXING FDR FEEDER FO FIBER OPTIC FOTP FIBER OPTIC TRANSMISSION SYSTEM FREQ FREQUENCY FTP FOIL TWISTED PAIR GA GAUGE GEC GROUNDING ELECTRIC CONDUCTOR GHz GIGAHERTZ GND GROUND HC HORIZONTAL CROSS-CONNECT HF HIGH FREQUENCY HH HANDHOLE HVAC HEATING, VENTILATION AND AIR CONDITIONING Hz HERTZ IC INTERMEDIATE CROSS-CONNECT ICEA INSULATED CABLE ENGINEERS ASSOCIATION IDC INSULATION DISPLACEMENT CONNECTION IDF INTERMEDIATE DISTRIBUTION FRAME IEEE INTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS 8P8C 8-POSITION, 8-CONDUCTOR AC ALTERNATING CURRENT A/D ANALOG TO DIGITAL CONVERSION ACO ANALOG CENTRAL OFFICE ADA AMERICANS WITH DISABILITIES ACT ADO AUXILIARY DISCONNECT OUTLET AER AERIAL AFF ABOVE FINISHED FLOOR AIA AMERICAN INSTITUTE OF ARCHITECTS AM AMPLITUDE MODULATION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARMM PIC RISER, EXPANDED POLYETHYLENE PVC, 24 AWG, ALVYN ASCII AMERICAN STANDARD CODE FOR INFORMATION INTERCHANGE ATM ASYNCHRONOUS TRANSFER MODE AWG AMERICAN WIRE GAUGE B BURIED BC BONDING CONDUCTOR BBISDN BROADBAND INTEGRATED SERVICES DIGITAL NETWORK BD BUILDING DISTRIBUTOR BDF BUILDING DISTRIBUTION FRAME BEF BUILDING ENTRANCE FACILITY BER BIT ERROR RATE BIC BUILDING INDUSTRY CONSULTANT BICSI BUILDING INDUSTRY CONSULTING SERVICES BRISDN BASIC RATE INTEGRATED SERVICES DIGITAL NETWORK BTU BRITISH THERMAL UNIT CA CABLE CATV CABLE TELEVISION CBC COUPLED BONDING CONDUCTOR CC COMMUNICATIONS CONTRACTOR CCITT THE INTERNATIONAL TELEGRAPH AND TELEPHONE CONSULTATIVE COMMITTEE CD CONDUIT CDDI COPPER DISTRIBUTED DATA INTERFACE CDF COPPER DISTRIBUTION FRAME CDO COMMUNITY DIAL OFFICE CER COMPUTER EQUIPMENT ROOM CIRC CIRCUIT CFC COMMUNICATIONS FLAT CABLE CLO CLOSET CO CENTRAL OFFICE CODEC CODER/DECODER COE CENTRAL OFFICE EQUIPMENT COT CENTRAL OFFICE TERMINAL CPC CUSTOMER PREMISES COMMUNICATIONS CPE CUSTOMER PREMISES EQUIPMENT CPU CENTRAL PROCESSING UNIT CSA CANADIAN STANDARDS ASSOCIATION CSMA/CA CARRIER SENSE MULTIPLE ACCESS/COLLISION AVOIDANCE CSMA/CD CARRIER SENSE MULTIPLE ACCESS/COLLISION DETECTION GENERAL AV LEGEND 1.ALL CONFERENCE ROOMS AND MEETING SPACE HVAC EQUIPMENT SHOULD BE DESIGNED FOR A NOISE CRITERION (NC) RATING OF 25-30. 2.THE BACK WALL AND AT LEAST ONE SIDE WALL SHOULD BE TREATED WITH ACOUSTIC MATERIAL. NOISE REDUCTION COEFFICIENT (NRC) OF WALL TREATMENTS SHOULD BE A MINIMUM OF .5 (.8 IS DESIRED). 3.ALL CONFERENCE ROOM WALLS SHOULD EXTEND AND BE SEALED TO THE DECK ABOVE AND HAVE AN SOUND TRANSMISSION CLASS (STC) RATING OF 50 OR BETTER. CONFERENCE ROOM WALLS ADJACENT TO MECHANICAL ROOMS SHOULD HAVE AN STC RATING OF 60. 4.WHERE CONFERENCE ROOMS ARE LOCATED BELOW HIGH IMPACT FLOOR ACTIVITIES SUCH AS FITNESS CENTERS OR BELOW ROOF MECHANICAL EQUIPMENT THE IMPACT INSULATION CLASS (IIC) RATING FOR FLOOR-CEILING ASSEMBLIES SHALL BE A MINIMUM OF 45. WHEN LOCATED ABOVE SUCH SPACES THE IIC RATING SHOULD BE 65 OR BETTER. 5.AVOID USING ELECTRONIC MASKING SYSTEMS IN ALL CONFERENCE ROOMS AND MEETING SPACES. WHERE UNAVOIDABLE, SOUND MASKING SPEAKERS SHOULD BE CAPABLE OF BEING INDIVIDUALLY ATTENUATED IN THESE AREAS. ACOUSTIC CONSIDERATIONS FOR CONFERENCE AND MEETING SPACES 1.ALL CIRCUITS SHOWN ON THE AV SERIES DRAWINGS ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR LOCATIONS, MOUNTING HEIGHTS AND POWER REQUIREMENTS. 2.ALL CIRCUITS FOR AUDIO VISUAL EQUIPMENT WITHIN A CONFERENCE ROOM OR MEETING SPACE WILL BE ON THE SAME PHASE. 3.AVOID RUNNING ELECTRICAL CIRCUIT WIRING FOR MOTORS AND DIMMERS OR OTHER INDUCTIVE LOADS ALONG SIDE AV ELECTRICAL CIRCUIT WIRING. ELECTRICAL CONSIDERATIONS FOR CONFERENCE AND MEETING SPACES SYMBOL DESCRIPTION AV INFRASTRUCURE LEGEND D1 WALL MOUNTED DISPLAY LOCATION, TYPE 1 D2 IN1 TP AV S PJ AP WALL MOUNTED DISPLAY LOCATION, TYPE 2 AV INTERFACE TOUCH PANEL JUNCTION BOX FOR AV EQUIPMENT RACK CEILING MOUNTED SPEAKER CEILING MOUNTED PROJECTOR CEILING MOUNTED ACCESS PANEL BACKBOX AND CONDUIT REQUIREMENTS 14" x 14" x 3.88" IN WALL BOX. PROVIDE (1) 1-1/4" CONDUIT FOR AV CABLING, (1) 1-1/4" CONDUIT FOR DATA, AND (1) 1/2" CONDUIT FOR ELECTRICAL. CONDUITS TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS 4-11/16" x 4-11/16" x 3-1/2" DEEP BACKBOX WITH SINGLE GANG MUD RING. PROVIDE (1) 1-1/4" CONDUIT FOR AV CABLING TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS D3 WALL MOUNTED DISPLAY LOCATION, TYPE 3 2 GANG, 3-1/2" DEEP BACKBOX. PROVIDE (1) 1-1/4" CONDUIT FOR AV CABLING TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS 12" x 12" x 4" JUNCTION BOX WITH SCREW ON COVER INSTALLED IN WALL. PROVIDE (2) 2" CONDUITS FOR AV CABLING TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS AL ASSISTED LISTENING DEVICE 4-11/16" x 4-11/16" x 3-1/2" DEEP BACKBOX WITH SINGLE GANG MUD RING. PROVIDE (1) 1-1/4" CONDUIT FOR AV CABLING TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS FB FLOOR BOX FLOOR BOX BY ELECTRICAL CONTRACTOR. PROVIDE (1) 1-1/4" CONDUIT FOR AV CABLING TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS PS CEILING MOUNTED PROJECTION SCREEN SW CEILING MOUNTED SUBWOOFER PROVIDE (1) 1" CONDUIT FROM AV 119 TO EACH SUBWOOFER. PROVIDE PULL STRING FOR ALL CONDUITS. NOTES: 1. COORDINATE EXACT MOUNTING HEIGHTS AND LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. 2. PROVIDE PULL STRING FOR ALL CONDUITS BT WALL MOUNTED BLUETOOTH CONNECTION 4-11/16" x 4-11/16" x 3-1/2" DEEP BACKBOX WITH SINGLE GANG MUD RING. PROVIDE (1) 3/4" CONDUIT FOR AV CABLING TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS 9" x 14" x 3.88" IN WALL BOX. PROVIDE (1) 1-1/4" CONDUIT FOR AV CABLING, (1) 1-1/4" CONDUIT FOR DATA, AND (1) 1/2" CONDUIT FOR ELECTRICAL. CONDUITS TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS 22" x 14" x 3.88" IN WALL BOX. PROVIDE (1) 1-1/4" CONDUIT FOR AV CABLING, (1) 1-1/4" CONDUIT FOR DATA, AND (1) 1/2" CONDUIT FOR ELECTRICAL. CONDUITS TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS PROVIDE (1) 1" CONDUIT FROM AV 119 TO EACH PROJECTION SCREEN. PROVIDE PULL STRING FOR ALL CONDUITS. COORDINATE CONDUIT CONNECTION FOR LOW VOLTAGE CONTROLLER WITH AV VENDOR. PROVIDE (2) 1-1/4" CONDUITS FROM AV 119 TO EACH ACCESS PANEL. PROVIDE PULL STRING FOR ALL CONDUITS. PROVIDE (1) 1" CONDUIT FROM AV 119 TO FIRST SPEAKER IN EACH ROW. PROVIDE PULL STRING FOR ALL CONDUITS. MS CEILING MOUNTED MOTION SENSOR PROVIDE (1) 3/4" CONDUIT FROM TO NEAREST ACCESSIBLE CEILING. PROVIDE PULL STRING FOR ALL CONDUITS 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :1 7 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV00-01 AV LEGEND JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 F9 FITNESS CENTER 108 CONFERENCE ROOM 104 RECEPTION 100 BREAKROOM 103 CORRIDOR 121 CLASSROOM 111 CATERING KITCHEN 112 BANQUET HALL/ MULTIPURPOSE 117 LOUNGE 101 BANQUET HALL STORAGE 116 STORAGE 122 ELEC. 118 AV. 119 TELEPHONE ROOM 106 MEETING ROOM 105 WORKSTATIONS 107 JANITOR 114 TRASH 113 GAME LOUNGE PANTRY BANQUETTE SHELVING STOR. 120 WOMENS 126 MENS 127 ELECTRICAL 123 LOUNGE LOUNGE CLASSROOM 109 RE C E P T I O N CO R R I D O R 10 2 MECH 125 F G H I J K L M 2 2.2 3 4 D1 D1 AV40-01 1 D3 D3 D2 FB FB TP BT TP BT D3 ALAL D2D2TP IN1 TP D2 TP AL FB FB FB FB AV 1 1 1 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :2 3 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV04-01 AV LEVEL 01 FLOOR PLAN JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com KEYNOTES: UNDERCARPET WIRING FOR T-LOOP ASSISTED LISTENING SYSTEM. T-LOOP TO BE PROVIDED BY AV VENDOR. COORDINATE INSTALLATION WITH GC AND ARCHITECT.1 NO.ISSUE DATE PERMIT SET 12.06.2018 F3 F3 F3 F3 F3A F2A F2A F2AF2A F1 4 F1 4 F14 F2A F2A F2AF2A F1 4 F14 F9 F9F2A F2 A F9 F1 B - 8 F2A F2 A F2 A F2A F2 A F9 F1 B - 1 2 F1B-8 F6B F6B F6B F6B F6B F6 F6 F6 F8 F14 F1 4 F1 4 F14 F1 4 F14 F6B F6B F6B F6B F6B F6B F6B F6B F1 - 2 4 F1 - 2 4 F1-30 F1-30 F2 A F9 F9 F11 F1 1 F12 F12 F12 F12 F12 F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3 F8 F6B F16 F2 A F2 A F 2 A F 2 A F 2 A F 2 A F 2 A F 2 A F2 A F2 A F2 A F2 A F2 A F9 F2A F2A F2A F2A F2A F2A F2A F2A F2A F2A F16 F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A F3A S S SS S S S S S S S S S S S SS SS SS SS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S BANQUET HALL STORAGE 116 CLASSROOM 111 FITNESS CENTER 108 RECEPTION 100 LOUNGE 101 CONFERENCE ROOM 104 MEETING ROOM 105 BREAKROOM 103 WORKSTATIONS 107 CLASSROOM 109 TELEPHONE ROOM 106 CATERING KITCHEN 112 BANQUET HALL/ MULTIPURPOSE 117 F G H I J K L M 2 2.2 3 4 PS PJ AP PS PJ AP PS PJ AP PS PJ AP SW SW SW (2) 2" CONDUITS FROM CABLE TRAY TO ACCESS PANEL IN FITNESS CENTER 108 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /1 1 /2 0 1 8 8 :2 0 :0 7 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV05-01 AV LEVEL 01 REFLECTED CEILING PLAN JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 FLOOR CEILING CO O R D I N A T E M O U N T I N G H E I G H T W I T H A R C H I T E C T 66 " CENTER TO BE DETERMINED BY ARCHITECT 3/4" PLYWOOD BLOCKING. COORDINATE SIZING WITH AV CONTRACTOR IN WALL STORAGE BOX. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. CO O R D I N A T E M O U N T I N G H E I G H T W I T H A R C H I T E C T 72 " CENTER TO BE DETERMINED BY ARCHITECT 3/4" PLYWOOD BLOCKING. COORDINATE SIZING WITH AV CONTRACTOR IN WALL STORAGE BOX. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T 18 " - C O O R D I N A T E M O U N T I N G BACK BOX FOR AV INTERFACE. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T 48 " - C O O R D I N A T E M O U N T I N G BACK BOX FOR AV BUTTON PANEL. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T 48 " - C O O R D I N A T E M O U N T I N G BACK BOX FOR AV TOUCH PANEL. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T 72 " - C O O R D I N A T E M O U N T I N G AV EQUIPMENT RACK JUNCTION BOX. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T CO O R D I N A T E M O U N T I N G H E I G H T BACK BOX FOR WALL MOUNTED SPEAKER. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T 48 " - C O O R D I N A T E M O U N T I N G BACK BOX FOR SWITCH FOR AV FUNCTION. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T 48 " - C O O R D I N A T E M O U N T I N G BACK BOX FOR AV VIDEO CONFERENCE CAMERA. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. WIT H A R C H I T E C T CO O R D I N A T E M O U N T I N G H E I G H T BACK BOX FOR AV CAMERA. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. FLOOR CEILING NOTE: THIS DIAGRAM IS INTENDED TO SHOW INFRASTRUCTURE REQUIREMENTS. COORDINATE EXACT/FINAL LOCATION OF ALL WALL AND CEILING MOUNTED DEVICES WITH ARCHITECT/OWNER. PROVIDE PULL ROPE IN ALL CONDUIT SYSTEMS. CO O R D I N A T E M O U N T I N G H E I G H T W I T H A R C H I T E C T 60 " CENTER TO BE DETERMINED BY ARCHITECT 3/4" PLYWOOD BLOCKING. COORDINATE SIZING WITH AV CONTRACTOR IN WALL STORAGE BOX. REFER TO AV LEGEND FOR BACK BOX AND CONDUIT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :3 0 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV40-01 AV INFRASTRUCTURE ELEVATION DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 N.T.S.1 AV INFRASTRUCTURE ELEVATION - DISPLAY TYPE 1 N.T.S.2 AV INFRASTRUCTURE ELEVATION - DISPLAY TYPE 2 N.T.S.4 AV INFRASTRUCTURE ELEVATION - AV INTERFACE N.T.S.5 AV INFRASTRUCTURE ELEVATION - BUTTON PANEL N.T.S.6 AV INFRASTRUCTURE ELEVATION - TOUCH PANEL N.T.S.7 AV INFRASTRUCTURE ELEVATION - AV EQUIPMENT RACK JUNCTION BOX N.T.S.8 AV INFRASTRUCTURE ELEVATION - WALL MOUNTED SPEAKER N.T.S.9 AV INFRASTRUCTURE ELEVATION - SWITCH FOR AV DEVICE N.T.S.10 AV INFRASTRUCTURE ELEVATION - AV VIDEO CONFERENCE CAMERA N.T.S.11 AV INFRASTRUCTURE ELEVATION - AV CAMERA 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.3 AV INFRASTRUCTURE ELEVATION - DISPLAY TYPE 3 NO.ISSUE DATE PERMIT SET 12.06.2018 (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING NOTES: 1. REFER TO AV DEVICE PRODUCT SHEETS FOR PROPER BACKBOX REQUIREMENTS. 2. DETAIL IS SHOWN FOR DIAGRAMMATIC PURPOSE TO SHOW INTENT. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. BACK BOX AND CONDUIT FURNISHED AND INSTALLED BY DIVISION 26. CABLING, TERMINATIONS, TESTING, AND DEVICES BY OTHERS 2 GANG WITH 1 GANG MUD RING 2 GANG (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING 2 GANG BACK BOX FOR AV DEVICE NOTES: 1. REFER TO AV DEVICE PRODUCT SHEETS FOR PROPER BACKBOX REQUIREMENTS. 2. DETAIL IS SHOWN FOR DIAGRAMMATIC PURPOSE TO SHOW INTENT. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. BACK BOX AND CONDUIT FURNISHED AND INSTALLED BY DIVISION 26. CABLING, TERMINATIONS, TESTING, AND DEVICES BY OTHERS (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING. 3 GANG BACK BOX FOR AV DEVICE NOTES: 1. REFER TO AV DEVICE PRODUCT SHEETS FOR PROPER BACKBOX REQUIREMENTS. 2. DETAIL IS SHOWN FOR DIAGRAMMATIC PURPOSE TO SHOW INTENT. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. BACK BOX AND CONDUIT FURNISHED AND INSTALLED BY DIVISION 26. CABLING, TERMINATIONS, TESTING, AND DEVICES BY OTHERS 3 GANG ADDITIONAL 1-1/4" CONDUIT TO ACCESSIBLE CEILING IF NEEDED. COORDINATE WITH AV CONTRACTOR (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING 4 GANG BACK BOX FOR AV DEVICE NOTES: 1. REFER TO AV DEVICE PRODUCT SHEETS FOR PROPER BACKBOX REQUIREMENTS. 2. DETAIL IS SHOWN FOR DIAGRAMMATIC PURPOSE TO SHOW INTENT. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. BACK BOX AND CONDUIT FURNISHED AND INSTALLED BY DIVISION 26. CABLING, TERMINATIONS, TESTING, AND DEVICES BY OTHERS 4-GANG RECOMMENDED ELECTRICAL BOX: RACO 560 3" X 2" BOX, 2 3/4" DEEP GANGABLE OR EQUIVALENT. RECOMMENDED ELECTRICAL BOX COVER: RACO 864 SINGLE DUPLEX (1) 1-1/2" CONDUIT TO STUB UP ABOVE ACCESSIBLE CEILING FOR AV CABLING NOTES: 1.FURNISHED AND INSTALLED BY DIVISION 26 CONTRACTOR. 2.DIVISION 26 CONTRACTOR SHALL FURNISH AND INSTALL (2) DUPLEX OUTLETS AS SHOWN ON THIS DETAIL. 3.DIVISION 26 SHALL REFER TO ELECTRICAL SERIES DRAWINGS FOR ADDITIONAL INFORMATION. 4.TV AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED BY OTHERS. DATA OUTLET (1) 1-1/4" CONDUIT TO WALL MOUNTED AV DEVICE. SEE DETAILS FOR ADDITIONAL INFORMATION. ELECTRICAL CONDUIT TO ABOVE ACCESSIBLE CEILING. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. (1) 1-1/4" CONDUIT TO STUB UP ABOVE ACCESSIBLE CEILING FOR TELECOMMUNICATIONS CABLING DEDICATED 120V ELECTRICAL RECEPTACLE DETAIL POWER RECEPTACL E DATA OUTLET. SEE COMMUNICATIONS DRAWINGS FOR ADDITIONAL INFORMATION. SLAB FINISHED CEILING -SEE RCP FLOOR BOX DEVICE PROVIDED BY ELECTRICAL CONTRACTOR 2" IN-SLAB CONDUIT FOR AV CABLING 1 1/4" SLAB CONDUIT FROM TELECOMMUNICATIONS OUTLET TO ABOVE ACCESSIBLE CEILING WITHIN THE ROOM 12"x12"x4" NEMA 1 SC JUNCTION BOX CO O R D . M O U N T I N G HE I G H T W I T H A R C H I T E C T FURNITURE SYSTEM. REFER TO ARCHITECTURAL DRAWINGS AV40-03 1 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :3 1 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV40-02 AV INFRASTRUCTURE DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 N.T.S.1 AV BACKBOX DETAIL - 2 GANG WITH SINGLE GANG MUD RING N.T.S2AV BACKBOX DETAIL - 2 GANG N.T.S3AV BACKBOX DETAIL - 3 GANG N.T.S4AV BACKBOX DETAIL - 4 GANG N.T.S.5 AV DISPLAY WORKBOX 1/2" = 1'-0"6 AV FLOOR BOX PATHWAY DETAIL 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com NO.ISSUE DATE PERMIT SET 12.06.2018 INACCESSIBLE CEILING OR SOFFIT AREA 3/4" CONDUIT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING TO LOCAL SUPPORT SYSTEM PARTITION WALL WORKBOX AT FLOOR LEVEL BEHIND WALL BASE. WORKBOX IS COMMSCOPE 554805-1. COORDINATE COLOR WITH ARCHITECT. ACCESSIBLE CEILING FINISH COVER PLATE 1. BASE AND CARPET WILL NOT BE INSTALLED UNTIL T-LOOP IS TESTED AND CERTIFIED BY THE AV VENDOR. 2. CONCRETE MUST BE SEALED PRIOR TO INSTALLATION OF T- LOOP CABLE TO PREVENT CABLE CORROSION. 3. PER ADA STANDARDS FOR ACCESSIBLE DESIGN PROVIDE STANDARD SIGN (SEE IMAGE TO THE LEFT) AT EACH ENTRANCE AN ASSISTED LISTENING SYSTEM IS PRESENT. COORDINATE MOUNTING HEIGHT WITH ARCHITECT. GENERAL NOTES: SEALED CONCRETE SLAB OR STRUCTURAL FLOOR FLOOR TAPE ADHESIVE INSTALLATION/WARNING TAPE WITH T-LOOP INDICATORS FINISH CARPET OR OTHER FLOORING WIRE TRANSITION CONNECTION #14 AWG HEARING LOOP CABLE TO HEARING LOOP DRIVER .17MMx20MM T-LOOP FLAT WIRE CABLE WITH BONDED POLYESTER FILM 4-GANG SPACE RESERVED FOR A/V 2-GANG SPACE RESERVED FOR ELECTRICAL2-GANG SPACE RESERVED FOR COMMUNICATIONS 2" KNOCK OUT (TYPICAL) 3/4" KNOCK OUT (TYPICAL) REMOVABLE MODULE WITH (2) 2-GANG DEVICE OPENINGS TUNNEL SYSTEM FOR CONNECTION BETWEEN MODULES WIREMOLD EVOLUTION 8 GANG FLOORBOX -PROVIDED BY ELECTRICAL CONTRACTOR REMOVABLE MODULE WITH (1) 4 GANG DEVICE OPENING 1-1/4" KNOCK OUT (TYPICAL) CEILING SYSTEM - REFER TO ARCHITECTURAL RCP TILE BRIDGE INTERLOCKING SPEAKER CAN TO TILE BRIDGE PROVIDE SUPPORT SECURED TO STRUCTURE ABOVE CEILING SPEAKER -SEE PLANS FOR LOCATIONS AND SPEC FOR ADDITIONAL INFORMATION CEILING SPEAKER SPEAKER WIRE NOTE: 1. SPEAKER WIRE TO BE SUPPLIED AND INSTALLED BY AV VENDOR. CONDUIT AND WORKBOXES PROVIDED BY ELECTRICAL CONTRACTOR. 2. SPEAKER SUPPLIED AND INSTALLED BY AV VENDOR. 3. PROVIDE C TRIM RING AND TILE BRIDGE AS REQUIRED FOR PROPER INSTALLATION. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :3 2 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV40-03 AV DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 N.T.S.2 AV ALS T-LOOP DETAIL 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.1 FLOOR BOX DETAIL - WIREMOLD EVOLUTION 8 N.T.S.3 AV SPEAKER CEILING MOUNT DETAIL NO.ISSUE DATE PERMIT SET 12.06.2018 SPEAKER WIRING BY AV VENDOR AV EQUIPMENT RACK PATHWAY AV SPEAKER (TYPICAL) -REFER TO PLANS FOR LOCATIONS -COORDINATE WITH ARCHITECURAL RCP. SEE SPEC FOR ADDITIONAL INFORMATION. J-HOOK AV40-03 3 CEILING SYSTEM - REFER TO ARCHITECTURAL RCP TILE BRIDGE INTERLOCKING SPEAKER CAN TO TILE BRIDGE PROVIDE SUPPORT SECURED TO STRUCTURE ABOVE CEILING SPEAKER -SEE PLANS FOR LOCATIONS AND SPEC FOR ADDITIONAL INFORMATION CEILING SPEAKER (1) 1" CONDUIT TO NEXT SPEAKER NOTE: 1. SPEAKER WIRE TO BE SUPPLIED AND INSTALLED BY AV VENDOR. CONDUIT, WORKBOXES AND FLEX CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR. 2. SPEAKER SUPPLIED AND INSTALLED BY AV VENDOR. 3. PROVIDE C TRIM RING AND TILE BRIDGE AS REQUIRED FOR PROPER INSTALLATION. 1/2" FLEX CONDUIT. PROVIDE SUFFICIENT AMOUNT OF FLEX CONDUIT FOR FULL REMOVAL OF SPEAKER. 2 GANG DEEP JUNCTION BOX WITH COVER AV EQUIPMENT RACK PATHWAY AV SPEAKER (TYPICAL) -REFER TO PLANS FOR LOCATIONS -COORDINATE WITH ARCHITECURAL RCP. SEE SPEC FOR ADDITIONAL INFORMATION. AV40-04 1 (1) 1" CONDUIT (1) 1/2" FLEX CONDUIT 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :3 4 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV40-04 AV DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 N.T.S.3 AV SPEAKER DIAGRAM (ACCESSIBLE CEILING) 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.1 AV SPEAKER CEILING MOUNT DETAIL WITH FLEX CONDUIT N.T.S.2 AV SPEAKER DIAGRAM (INACCESSIBLE CEILING) NO.ISSUE DATE PERMIT SET 12.06.2018 TOP VIEW SIDE VIEW 1-5/8" STRUCTURAL C- CHANNEL PROJECTOR POLE MOUNT BRACKET 3/8" BOLT WITH WASHERS AND NUTS AS REQUIRED (TYPICAL) 1-5/8" STRUCTURAL C- CHANNEL 3/8" U-BOLT WITH WASHERS, LOCK WASHERS AND NUTS AS REQUIRED (TYPICAL) 1-5/8" STRUCTURAL C- CHANNEL MOUNTED PERPENDICULAR TO UPPER C-CHANNEL NOTES: 1. STRUCTURE MUST BE CAPABLE OF SUPPORTING 750 POUNDS. TOP VIEW SIDE VIEW 1-5/8" STRUCTURAL C- CHANNEL PROJECTOR LIFT MOUTNED BELOW. 3/8" BOLT WITH WASHERS AND NUTS AS REQUIRED (TYPICAL) 1-5/8" STRUCTURAL C- CHANNEL 3/8" U-BOLT WITH WASHERS, LOCK WASHERS AND NUTS AS REQUIRED (TYPICAL) 1-5/8" STRUCTURAL C- CHANNEL MOUNTED PERPENDICULAR TO UPPER C-CHANNEL NOTES: 1. STRUCTURE MUST BE CAPABLE OF SUPPORTING 750 POUNDS. 1423 A C B 1423 A C SHEET NUMBER TITLE Approved Checked Drawn Job Number ISSUE CHART CONSULTANTS KEYPLAN PROJECT B FIRM CERTIFICATION C.A #6057 ERIK S WALKER P.E: #63929 JOHN MOUDLER P.E: #33200 CARLOS E. JIMENEZ P.E: #47923 RICARDO DURAN P.E: #64768 GLEN R. SEILER P.E: #83347 BR+A CONSULTING ENGINEERS 2600 DOUGLAS ROAD, SUITE 1100 CORAL GABLES, FL 33134 THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FORT LAUDERDALE, FL 3330` f.954.903.9300 f 954.903 9301 ESI CONSULTING ENGINEERS, INC 1315 NW 98TH CT. UNIT 15, DORAL, FL 33172 t. 305.418.9177 t 305.418.9178 HVAC STRUCTURAL ENGINEERS ELECTRICAL + PLUMBING INMAN FOODSERICE GROUP 1330 CORAL WAY SUITE 310 MIAMI, FL 33145 FOOD SERVICE PE R M I T S E T 1 2 . 0 6 . 1 8 1 2 /4 /2 0 1 8 8 :0 7 :3 5 A M C :\_R e v i t \T E C H - G A T E W A Y - v 2 0 1 8 _a v i l l a n u e v a C B Y X V .r v t AV40-05 AV DETAILS JJP AMV 810495.000 JJP SIB -GATEWAY PARK Copyright © 2018 Perkins+Will PROJECT ADDRESS: 151 Sunny Isles Blvd Sunny Isles Beach, FL 33160 2800 Ponce De Leon Blvd Suite 1300 Coral Gables, FL 33134 t 305.569.1333 f 305.569.1334 www.perkinswill.com N.T.S.1 AV STANDARD PROJECTOR MOUNTING DETAIL (POLE MOUNTED) N.T.S.2 AV STANDARD PROJECTOR MOUNTING DETAIL (PROJECTOR LIFT) NO.ISSUE DATE PERMIT SET 12.06.2018