2019-01-09_GATEWAY PARK CENTER_CONFORMED DRAWINGS FOR BID

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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