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HomeMy WebLinkAboutResolution Zoning 14-Z-145PROJECT DIRECTORY PROJECT LOCATION 17505 NORTH BAY ROAD SUNNY ISLES BEACH, FL 33160 OWNER CATHOLIC HOUSING MANAGEMENT 17505 NORTH BAY ROAD SUNNY ISLES, FLORIDA 33160 CIVIL McLAUGHUN ENGINEERING 400 NE 3rd. AVE. FORT LAUDERDALE, FLORIDA 33301 PH: (954) 763 -7611 FAX: (954) 763 -7615 ARCHITECT GALLO HERBERT ARCHITECTS 1311 NEWPORT CENTER DRIVE WEST DEERFIELD BEACH, FLORIDA 33442 PH: (954) 794 -0300 FAX: (954) 794 -0301 M.E.P. ENGINEER KAMM CONSULTING 1407 NEWPORT CENTER DRIVE DEERFIELD BEACH, FL 33442 PH: (954) 949 -2200 FAX: (954) 949 -2201 DATA PROPERTY ADDRESS: 17505 NORTH BAY RD., SUNNY ISLES BEACH, FLORIDA ZONING: MULTI— FAMILY LOT AREA: 214,700 S.F. (4.9288 ACRES S BUILDING AREA: FIRST FLOOR GROSS AREA 19,351 SQ. FT. TYPICAL FLOOR GROSS AREA (6) 21,616 SQ. FT. 129,696 SQ. FT. EQUIPMENT ROOM /STORAGE 7,215 SO. FT. -2 DEMOLITION PLAN TOTAL 156,265 SQ. FT. PAMNG & GRADING PLAN P CIVIL DETAILS DWELLING UNIT DISTRIBUTION CHART FLOOR TOTAL NO. TOTAL S.F. MARK TYPE SIZE 1 2 3 4 5 8 7 OF UNITS PER UNIT TYPE A 1 BED. 490 S.F. 1 24 1 26 1 24 1 24 24 1 24 1 145 71,050 S.F. v�EMM MARIAN TOWERS 8th FLOOR RENOVATION MINOR DRC SUBMITTAL PROJECT DATA INDEX SHEETS BUILDING TYPE: 1B OCCUPANCY GROUP: R -2 APARTMENT APPLICABLE CODES PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE. FLORIDA ACCESSIBILITY CODE FLORIDA FIRE PREVENTION CODE NFPA 101 FAIR HOUSING ACCESSIBILITY GUIDELINES HUD MINIMUM PROPERTY STANDARDS NORTH LOCATION MAP SHEET No. TITLE CS -1 1 COVER SHEET S SHRVFY CIVIL PG D-1 L SHEET PGD -2 DEMOLITION PLAN PGD -3 PAMNG & GRADING PLAN P CIVIL DETAILS MARIAN TOWERS 8th FLOOR RENOVATION MINOR DRC SUBMITTAL PROJECT DATA INDEX SHEETS BUILDING TYPE: 1B OCCUPANCY GROUP: R -2 APARTMENT APPLICABLE CODES PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE. FLORIDA ACCESSIBILITY CODE FLORIDA FIRE PREVENTION CODE NFPA 101 FAIR HOUSING ACCESSIBILITY GUIDELINES HUD MINIMUM PROPERTY STANDARDS NORTH LOCATION MAP SHEET No. TITLE CS -1 1 COVER SHEET S SHRVFY CIVIL PG D-1 L SHEET PGD -2 DEMOLITION PLAN PGD -3 PAMNG & GRADING PLAN P CIVIL DETAILS LANDSCAPE ARCHITECTURAL l 0 j 3 2014 j 11E r•.1 h. 1, 1, INDEX SHEETS SHEET No. STRUCTURAL MECHANICAL ELECTRICAL PLUMBING Agenda Item 6� Date /0 -16 -/ I 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA- 0002853 P1WE:'T MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL M160 ---- -oYmER DISTRIBUTION CATE —14 � I —F_ vRO;er� rvuniaFR - -- 43.2013 ------ -- -scar F AS NOTED MU BH ----- COVER SHEET GS -1 prepared by. aft MCLAUGHLINENGINEERINGCOMPANY(LB #285) ew 400 J. W. McLoughlin AVENUE (N. E. 3rd AWENUE), FORT LAUDERDALE, FLORIDA, 33301 PHONE. (954) 763 -7611 FAX (954) 763 -7615 GRAPHIC SCALE o ( IN FEET > / 1 Ineh = 40 t0. SET MAIL / IN MCL DISC ry / / WI(' CAP S �I hl _. T. �I OFFICENOTES FIELD BOOK NO 7D5 lW r*Meets, Print .W ORDER N0. U -8556 CNEO(ED BN DRAW Br RDR C \RUDY�2013�U8556�dwg�U8556.dwg 101212013 9.4J•24 AM EDT IRS R�U L Al! N D 8% U'-11 st'V E-'Y A F Q 1- uFF 110N OF' L ©W1j 46 1 A , UJINr8 01-J` BDIr'V ICSIMO� J' (PLA1!,-1 ROOF 10j, _AC-1E1 64, D,C .3R.) 1'C! �71.0r3 /Q AA A PORMV Ar LOT 4 TMMMS &WW9AV (PLAT BOAT' 1A PAi r vi Dick) NORTH R/W LINE NE 174th STREET NOTES.' 1) This --y reflects all easements and rights -of w,K as shown m abow refennoed record plat(s). no sub/ cl properly was not abstroeted fm other eosemmts rood rosonwt /ors w r/ghts -of -way of record by Mdoughlb Englneedng Cmyony. 2) Underground imprewmmts if any net located. 3) This drawing is not wlid unless ceded with on embossed —,-v seal. 4) Boundary survey IM oUm does not mfe r We m Ownership. 5) All kon rods 5 18; unless .16-1.o. noted. 6) Re(— Bmoh Mark: MIoml -Dade County Benchmark / E -200. E7awUm =5.35 7) E7ewt/ a shown refer NIII -11 GeodeUO V t/cd Datum (1929), and are lndlmted thus a , E7ev. =9.87 B) 71/s property Ries !n flood Zme ilE; E/ev. =7.0 Per Flood Insurmro Rote Mop Na Iltl�' giSAC Dated: Sgotember ll, 2009. Commonly Pond No. /AMfK! /rider Map Doted. September 11, 2009. 9) Beodngs shown herem refer to —d plat (101164) M -D.CR. and assume the East R/W line of North Bay Rood os North 207050' Eoet. LEGEND Z = CENTRAL ANGLE (DELTA) R = RADIUS A OR L = ARC LENGTH CH.BRG = CHORD BEARING TANBRC - TANGENT BEARING P ac.. = PONT Or COMMENCEMENT P ab.. = PONT OF BEGINNING W/Atd CAP = KITH MCLAUORUN ENONEER/NG CO. CAP P.R.M. = PERMANENT REFERENCE MONUMENT COW = CONCRETE CBS = CONCRETE, BLOCK AND S7UCC0 I.CW. = IRR/GARON CONTROL W44W W.M. = WATER METER B.F.P. - BACK FLOW PRECENTOR ALE Na.: 13-3- ELE✓ - E7EWAROR O/S = OFFSET A/C = AIR CO D117WING C = C£NTERUNE OF RIGHT - -O` -WAY F.P.L. = FLORIDA POKER AND LIGHT CO. SB. T. = SOUTHERN BELL TELEPHONE B.C.R. = BROWARO COUNTY RECORDS D.CR. = DADE COUNTY RECORDS P.B.R. a PALM BEACH COUNTY RECORDS O.R. = OFAOAL RECORDS BOOK PC = PAGE R/W = RIGHT- OF-WAY CO = CLEAN OUT CLF. = CHAIN LINK FENCE P.CO. = POLLUTION CON7ROL DENCE NVIPRBirORAV Ar RF W R/W LW STAIE RENO A -1 -A & S LM LOT 4 Legal Description A portion of Lot 4, TA RUMS SUBD /NS /ON, according to the plot thereof, recorded in Plot Book 10, Page 64, of the public records of Dade County, Florida, more fully described os follows.• Commencing of the intersection of the South line of said Lot 4, on d the west right -of -woy Tine of State Rood A -1 -A; thence North 9000100' West, on the said South line of Lot 4, a distance of 855.45 feet to the Point of Beginning; thence continuing North 9000'00" West, an the said South line, o distance of 71263 feet; thence North 207050" East, on the East right-of-way line of North Boy Rood, o distance of 454.24 feet,- thence South 6922'40' East, a distance of 677.84 feet; thence South 060620" West, o distance of 209.94 feet to the Point of Beginning. Sold lands situate, lying and being In Miami -Dade County, Florida and containing 214,700 square feet or 4.9288 acres more or /ess. �i ti �i W 50.29' I CERTIFICATION We hereby certify that this survey meets the minimum technical standards as set Earth by the F7orido Board of Professional Surveyors and Mappers in Chapter 5J -1705 Roddo Administrative Code, pursuant to Section 472.027, Florfdo Statutes. Dated at Fort Lauderdale Florida, this 25th day of September, 2013 M C L A U G H L I N E N G I N EE R I N G C O M PA N Y J00MBNAWINIUMM PrOM*&f wk,iFd ufibS t,0wpW .AWM642 State of Rondo. NOTES LE_GEND__ ALL EIE✓A7701VS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD 1929). I EXISTING CONCRETE ADJUST RIM GRADE OF ALL FAISUNG AT GRADE J_I rnoPOSED COIVr.RETE UTILITIES WITHIN THE L14075 OF CONSTRUCTION, ASNECESSARY I ExISTINC, ASPHALT PAVEMENT y Y � PROPOSED ASPHALT PAVEMENT ) I _ 1 iEXISTINGCONCRETE TO SE REMOVED EXISTING--1 PAVEMENT POSE REMOVEU - EXISTING CIINN LINK FENCE ^ " °"'"'".•. •. f e 'D EXISTING DRAINAGE MANHOLE 3 EXISTING CATCH BASIN "XH/^ e6 ,S:' EXISTING GRAVITY SEWER MN:HOI.E ,$. �� /n /CJ/1TLii ..__. s EXISTINGGREASETRMMANHOLE tF, (/✓L(l/ EXISTING ELECTRIC MANHOLE EXISTT ING FLAGPOLE .......r..>.., •.. ^• °.,,F.y, �.., EMS 'I ING FIRE HYDRANT - nE n+N $IREEI EXISUNGMETALLIGHTPOLF Location Sketch EXISTING M[TFI. LIGHT Pot E CO. EXISTING SEWER CLEAMIUT CENTERLINE O` EXISTING GRADE Legal %smpii017 v .ter EXISTING WATER VALVF BOX A pod— oflot 4, TATUMS SUBDIVISION, eccndng to the PMl lheraol, as - P5-,,L edin P 1a1 Book f0 el Page 64, oflhe Pvbl.Records CfMiemi -Dade Cwrnly FlorNa, more fully descnbeda, faI.- ' PARKING SPACE COUNT Com renangetlheintersection oldraS tlr lne a7sald[014, and Ere Tres! ExISTINC FwuOHOLE ghl /Vu, /ine ofSt8le dis Rood f,6 5; (hence Nodh 90 0000 'West, an Me said South line olCo14, a d'SterKe o/855.4Sfeet to the Pant ofBegtnning; thence EXISTING WATER METER mntinang NOdh 90 °0000'Wesl. on th, said South Mo. a distance of 712.63 -A PROPOSED SURFACE FILM DIRECTIONAL ARROYI too!' hene Nodh 201050'£e4 o the Eas / righto7vey /ho afNodh By Redd, adistance of454.24 foe4' thence South 697240 °East, a distance of 617.64 feet, therkv South 06'0620' was t, a distance of 209.94 feel to th6 Pmn! of Beginning. -- Sadlands siluate, lyslg end being In A4iam1-Oade CourNy, FMnda and v Co,,L 19214, 700squam tool or4 9268acres more or Mss /. i � � i 1, r✓ 1 ��� ?f�p� - -� PROPOSED ! i 11 sx` / a,.4iPsyq WORK 1, py p, yf / �. s pa r \ .160 i N, 1 " �%� �. '6 '.: �ECi+.am i 0 /!' O / u `\ �, �, •i�� ��.. ey1 4i�n .� �. sx� t7eh ^ I � g - Y - - O 0� tiry rf �; 7 � x rwr. k `�`�s� 1•� T v i IN ,•' / �/ i vem_c•.cr E T aP4 j�I POINTOFBEG/NN/NG - N90 100m lif, 712.6)' (+y, GRAPHIC SCALE SOUTHLINE, LOT4 - THIS PLAN REFLECTS EXISTING CONDITIONS 60 D nN'FEEn I in I m,n - 40 n. 1 : r � F 9 �o �� 'T IT I. ,« Ia 19 .ro ,� >, :, •, ,e :. ,r ,< .. .. . . . . . . . . . . GRAPHIC SCALE 0 to 15 20 30 50 / vo PROnSED it oANDlW AWNG . . . . . . . . . . GRAPHIC SCALE 0 to 15 20 30 50 / THIS DETAIL APPLIES TO ONSITE SIDEWALK ONLY. V.E FIBER REINFORCE. C (CRETE —B', TYPE T, El 101w JOmT J01m t PLAIN E-- TACK Ew —E-- Jolp 101T/ 1- REFLECT YE 1 1 —.T. 12N. LIFT) P,— IPE ((CONCRETE ELEVATION SECTION T '.B—T ....... � -"o EITEY �IBTUIT) NOTE KOPAOVE B—E. LETTERS SIDEWALK �A[.LBE4'�ICK U EPTINMVEWAYSMERE THE THICKNESS SHALL BE 6- SIDEWALK DETAIL L W, ONLY (COMPACTED TOW,%MAX N.T.S, IT, %•R p r I R I SM 0 — E HANDICAP PARKING TYP. PARKING TYPE'XJOINT TYPE'S'JOINT SIDEWALK JOINTS PARKING STALL DETAILS HANDICAP PARKING SIGN TYPICAL ASPHALT PAVEMENT SECTION N.T.S. lis, = Vv 2- 1'.0' i FAIRVIEW HOUSE CONDO ASSOC. 17600 N. BAT RD. SUNNY ISLES,FL RMF -2 ZONING / SCALE: 1'=30' -0' LAND USE: MULTI–FAMILY RESIDENTIAL EXISTING LIGHT POLES TO BE REMOVED - PROVIDE NEW LIGHTING Q BUILDING HEIGHT 76*-0" IN ILL CONIC. SI.AB GAPS BETWEEN PRIOR SHUFFLE BOARD' COURTS (SEE DETAILS AS-102) LOT AREA PROPOSED T.t I L.,d A... 21,Wf SOFT 4.93 A� 100% PROVIDE NEW DRrVEWAY TURNAROUND& GRADING MODIFICATIONS. SEE DETAIL AS­102. Buildmg A­ 156.26� SOFT 72% L.t C.­., 19.351 SOFT. 9% NEW MONUMENT SIGN. SEE DETAILS A&102 Q Pervious Landscape Areo 74,896 SOFT. = 1.J2 Ac = 35 R Density 45.4 units per acre F.A.R. 156,265 SOFT. / 214,700 SOFT. = 0.72 PARKING SPACES: Tolol Units Proposed 224 Total Day Shift Employees 8 Parking Spaces Regaired (Adult Rellrement Communities/ 1 parking space per ant + 1 Space per Doy Shift Employee. 224 +8 = 232 Total Regai,,d Spaces 232 Spaces Parking Spaces Provided Standard 225 Handicap 9 Total 234 Flood Zone: AE Elevation 7.00 FEET BUILDING SETBACKS: REQUIRED PROVIDED Front (N. BAY ROAD) 34 FT. 40.2 FT, Rear 29 FT, 321.8 FT. Side (North) 24 FT. 68.3 FT. Side (South) 24 FT, 42.5 FT. EXISTING PARKING AREA TO BE MODIFIED TO CREATE AMBULANCE TURN AROUND LANE. SEE 3/AS102 EXISTING PARKING SPACES ?0 BE RE– STRIPPED EDWARD A. M.CARTHY -ARCH BISHOP \ 17773 N. BAY RD SUNNY ISLES,FL CF ZONING WESTON TOWERS 400 CONDO ASSOC. 231 174 ST SUNNY ISLES,FL RMF -2 ZONING (7 ACCESIBLESPACES REQUIRED) _REGRADE SOD ADJACENT TO SLAB _PREP. EQSING CONC. & SLOPE GRADE AWAY FROM SLAB APPLY BONDING AGENT CONCRETE SLAB REPAIR DETAIL SCALE: 11211'L r. ,JI CONC. SLAB DETAIL SCALE: 314' =1' -0' AVILA CONDO ASSOC. 17620 ATLANTIC AVE. SUNNY ISLES,FL RMF -2 ZONING 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 M,DD02853 _v':t Bi1T` —B-17 ® PPM' MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH. FL 33160 OtYNLH p ! DISTRIBUTION 1 DATE i hRwecl Nunaee a� 43 -2013 sa,�r AS NOTED LH.,�,rveY - I,LUa..I >Y MU BH SITE PLAN — EDlauarv�m�_naer. ixS101 U EXISTING PARKING AREA / TO BE MODIFIED TO / CREATE AMBULANCE TURN AROUND LANE. EXISTING PARKING SPACES TO BE • RE— STRIPPED �J Aa A A, d ;:t ,• O %1 PARTIAL SITE DEMOLITION PLAN SCALE: 1' =20' -0• APPROVED HANDICAP SIGN (SEE TIP. &R ! PARKING SCALE: N.T.3 »Gl L] 10 A5102 �1 PROPOSED PARTIAL SITE PLAN v SCALE: ENSTNG ASPHALT PARKIN. TO REMAIN DASPHALT PARKING TO BE REMOVED E.STNG LANDSCAPE LANDSCAPE TO BE REMOVED i1 SCOPE OF WORK �1 PROPOSED PARTIAL SITE PLAN (SEE CIVIL PLANS FOR DETAILS) SCALE:1•=20' -0' J SCALE:1•OS 3/8.0 ROD 12'0 X 24' DEEP CONC. FOOTING 0 ASONRY SCREWS MPl )PTIONAL WALL A AC MENT) BHT METAL SCREWS (TIP) (POLE ATTACHMEND 1180 GA. ALUM. SIGN LETTERS Icm 7 WORDING) �`�VLITYPICAL ACCESSIBILITY SIGN AT PARKING STALL DETAIL n,,ICURB RAMP &DETECTABLE WARNING SCALE: N.T.S \J SCALE: 114' =1' -0' ELEVATION 'RECAST CONCRETE CAP 3" MIN CONC. CAP W/ 105 CONT. 12" CONCRETE BLOCK ZEINFORCED MASONRY W/ ILLED CELL 4' -0" 0/0 N/ 10 111 5 BAR 4' -D" 0/C C 4 LEGEND DEXISTNG ASPHALT PARKING NEW ASPHALT PARKING ENSTNG LANDSCAPING D NEW UNDSCAPE ENSTNG EDGE OF PAVEMENT NEW EDGE OF PAVEMENT SCALE: 1' =20'A' 3 0' 5" X 5" PRECAST ' CONC. WHEEL STOP PARKING SURFACE <� SET IN EPDXY I I i 1 PRECAST CONCRETE WHEELSTOP I ITEM DESCRIPTION P1 S.W. P2 S.W. I I I I I n PAINT COLORS BY SHERWIN WILLIAMS 12' X 30" FOOTING TYP. (3) N 5" BARS EACH WAY n PROPOSED MONUMENT SIGN 8-P ROPOSED MONUMENT SIGN SCALE: 1/2' =1' -0' SCALE: 1l2' =1' -0' IL SCALE: N.T.B. 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH. FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002853 C — CONSU�!n.nTS- 1-1ECT B MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 o�vN[R 1 4 1 DISTRIBUTION I OATS I 43 -2013 s Ll AS NOTED MU H,..Ywc.TmE BH SITE PLAN IAS 1 02� 2.2.0.154" TUBE GRADE OR e R 3/8.0 ROD 12'0 X 24' DEEP CONC. FOOTING 0 ASONRY SCREWS MPl )PTIONAL WALL A AC MENT) BHT METAL SCREWS (TIP) (POLE ATTACHMEND 1180 GA. ALUM. SIGN LETTERS Icm 7 WORDING) �`�VLITYPICAL ACCESSIBILITY SIGN AT PARKING STALL DETAIL n,,ICURB RAMP &DETECTABLE WARNING SCALE: N.T.S \J SCALE: 114' =1' -0' ELEVATION 'RECAST CONCRETE CAP 3" MIN CONC. CAP W/ 105 CONT. 12" CONCRETE BLOCK ZEINFORCED MASONRY W/ ILLED CELL 4' -0" 0/0 N/ 10 111 5 BAR 4' -D" 0/C C 4 LEGEND DEXISTNG ASPHALT PARKING NEW ASPHALT PARKING ENSTNG LANDSCAPING D NEW UNDSCAPE ENSTNG EDGE OF PAVEMENT NEW EDGE OF PAVEMENT SCALE: 1' =20'A' 3 0' 5" X 5" PRECAST ' CONC. WHEEL STOP PARKING SURFACE <� SET IN EPDXY I I i 1 PRECAST CONCRETE WHEELSTOP I ITEM DESCRIPTION P1 S.W. P2 S.W. I I I I I n PAINT COLORS BY SHERWIN WILLIAMS 12' X 30" FOOTING TYP. (3) N 5" BARS EACH WAY n PROPOSED MONUMENT SIGN 8-P ROPOSED MONUMENT SIGN SCALE: 1/2' =1' -0' SCALE: 1l2' =1' -0' IL SCALE: N.T.B. 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH. FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002853 C — CONSU�!n.nTS- 1-1ECT B MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 o�vN[R 1 4 1 DISTRIBUTION I OATS I 43 -2013 s Ll AS NOTED MU H,..Ywc.TmE BH SITE PLAN IAS 1 02� 12' X 30" FOOTING TYP. (3) N 5" BARS EACH WAY n PROPOSED MONUMENT SIGN 8-P ROPOSED MONUMENT SIGN SCALE: 1/2' =1' -0' SCALE: 1l2' =1' -0' IL SCALE: N.T.B. 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH. FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002853 C — CONSU�!n.nTS- 1-1ECT B MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 o�vN[R 1 4 1 DISTRIBUTION I OATS I 43 -2013 s Ll AS NOTED MU H,..Ywc.TmE BH SITE PLAN IAS 1 02� • Y I I I I I i i _ JANI pR I I I I I I O O I STAI #4 i SHOP AC TIVITIES MEN CARD ROOM WOMEN CARD ` O I ROOM I ROOM � 0, I I I •F ". •.•e• I I I I � I O .� -- ' _ ri -- , 103 LOUNGE (2) I I I O 1 102 FOYER 101 I I O O 2 O I O LOBE O I 05 O _ OO OO © I 2 I ©COVER _ I I I ENTRY MECH P3 M.". I OO I s I mwoxu RE I I I LIBRARY LISRA�Y TRASH ROOM O PRIVATE DINING o3 SERVICE I I ® O AREA gO A-101b MATCH111 E F I c y0 m l Tp I I I I I I x i zo - -- I I I I I MATCHLINE A-101 � -101b 1 T GROUND FLOOR PLAN —NORTH WING SCALE: ,IB' =1' -0' I I nn 4 KEY PLAN SCALE: N.T.S. 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002853 rar.�eeT MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEARCH, FL 33160 I # I DISTRIBUTION I DATE I PRD�EC, NDa,D�R - 43 -2013 6caL1 _. AS NOTED MU BH �HAV,INC nn. E EXISTING & PROPOSED FLOOR PLAN e.wc Nu�aael: A101 p p =1. . I. APT.'S' t 3ROUND FLOOR PLAN - WEST WING SCALE: i "n 4 - — - — - — - — -- .......... . . . . . . . . . . . . . . . . . . . . . s CLER-ICAL KEY PLAN SCALE: N.T.S. i lorincl im 0 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 F %.954.794.0301 M-OOD2853 MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 F. F—DI.—TRI.UT.—'. T -DATEj 43-2013 AS NOTED mu BH - JHAYVING FIRE - -- EXISTING & PROPOSED FLOOR PLAN 1 la I I rL---------- _ —_ —_- I I I I I i COVERED SERVICE YARD STAFF PARKING, I I I I I I w _ _L— _L_— _ —_ —_- I I ERVICE VESTIBULE ® " \a KITCHEN_— —_— —_ — TRANS. G i _ VAULT N STORAE THIS AREA _ — NOJOAREA _ i _ — _ _ _ — _ — _ — _ — _ — _ — _ — _ _ — _ — _ — _ — _ — _ 0 STORAGE .L 13 - - - -i- -�- m "� - - - - I--- - - - - -- - - -- --- I - - - -- - - j------------ t--- 1-------- t-- - - - - -- i - -------- I--- - - - - -- - _ — BLDG. MAI TENANCE MECHANICAL ROOM DININ G �2OOM ® ® I NOT IN kCOPE I NO WORK I O OF WORK i i THIS AREA I i,= o - o a o GROUND FLOOR PLAN - EAST WING 1 SCALE:IIB' =1' -0' 4 KEY PLAN SCALE: N.T.S. 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002853 —ECT rV MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 I n l DISTRIBUTION I DATE I tROrc, Nun1eER 43 -2013 SC41F' — AS NOTED MU BH JRA 1—TIRE EXISTING & PROPOSED FLOOR PLAN 1,INC N�,,BER b—] I �_ II -_-_- _- _�_- _- _- _ +_- _- _�_- _- _ -_ -F- . - _ -- I_ � 1� � � III I� i.1 TYPICAL FLOOR PLAN - NORTH WING � SCALE: 1/B' =1' -0' l • KEY PLAN 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 F %.954.794.0301 AA -0002853 PR ^JECT MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH. FL 33160 DtVNEH -.1— NUMi1I' N 43 -2013 AS NOTED L- by clil"(EL Gy MU BH �emmnc, mi e TYPICAL FLOOR PLAN NORTH WING A02 G o- - 0 I I I I I I APT.'S" 12 F APT. "A' - -- I —I I I al L ttt, APT. "A" 311, 411, 611 611.]11 _ -- I —,; I I— APT. 311, 311, d13, 613.]13 - - "A" 513 -- I APT.'B' 2td.3t<. dtd,6w 6,d.],4 I a -- I -I — -- a APT "A" 0]z. i. ] APT. "A' 10 - - -I I APT. "A" 665 ]p I I 7 APT. "A" 60 . ) i 10 I I I I APT. ]4 I I a APT. B' 3 663 03 I I I I i I I i I I I I I TYPICAL FLOOR PLAN - WEST WING 1 SCALE: Ire' =1' -0' I I I I I i I I I I I I I I I I I I i I I I I I I I I I I I I TYPICAL FLOOR PLAN -EAST WING $ SCALE: 116 =1' -0' 5 KEY PLAN SCALE: N.T,S. 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 - A4 -0002853 f f L iz E �,t h - coHSU�TAnrs -I—ECT BE MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 - OtVU[F I - i DISTRIBUTION DATE 43 -2013 R AS NOTED Y MU BH — �RA.mrvc nae - TYPICAL FLOOR PLAN WEST WING uIU,t,IN�. A102a PENTHOUSE SCALE: PENTHOUSE FLOOR PLAN Z BCALE: 1l6' =1' -0' 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 F %.954.794.0301 AA41002853 PRO-T S mo UN MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 # I DISTRIBUTIDN I DATE "cl- 43 -2013 AS NOTED MU SH IRAQ.- TITLe ROOF & PROPOSED PENTHOUSE FLOOR PLAN [-A,1,, 03 fl ►.. SCALE: 1 /8' =1'4I' 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002853 PROJECT s MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 lF.1 -1 ­ 1— 43 -2013 sc�i_E AS NOTED MU BIA �RnwIHG TrcLE PENTHOUSE FLOOR PLAN U�NW�G *1V" El [-A,104 DINING KI OCHE o BATH BEDROOM LIVING ROOM STORAGE BEDROOM CLOSET CLOSET BEDROOM EXISTING EXHAUST FAN ,. MULTIPURPOSE. STUDY ROOM LIVING BATe ® gp >P ROOM CORRIDOR LNING - ROOM u+v.. moss .. MM ­ - DINING MKI�CHEN ROOM KITCHE DINING ROOM . STORAGE FULLY DELINEATED EGRESS °P•`." PATH WITH LIGHTING LIVING ROOM DINING ROOM .1. KI PCHE AT BEDROOM r fl ►.. SCALE: 1 /8' =1'4I' 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002853 PROJECT s MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 lF.1 -1 ­ 1— 43 -2013 sc�i_E AS NOTED MU BIA �RnwIHG TrcLE PENTHOUSE FLOOR PLAN U�NW�G *1V" El [-A,104 ROOF PLAN SCALE: 1I8' =1' -0' BOOM raFnam 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 F %.954.794.0301 AA -0002853 Svll �,ONSU'_TnNTS PROJECT MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH. FL 33160 O4VNlR N I DISTRIBUTION DATE PROJ[CT NUML�ER 43 -2013 sc 1 AS NOTED UNA�4N Br cliECUEC Rr MU BH URAtYING TITLE ROOF PLAN A105 � +76'-0" +66' -0" �PM' KOOR LEVEL - -- +47' -0" +361.0" Y5T8 'o —-378 -- SMI +29'•0" --- - - - - -- LMI - -- OOR LEVEL I Nkillill FIT011111vig SCALE: II8' =1' -0' �i"]:14�f1fi13C11 KEY PLAN SCALE: N.T.S. CTr1 �fJ!{ 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH, 954.794.0300 FX. 954.794.0301 AA -0002653 PROJECT MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH. FL 33160 OYeNER Rf \-1SION5 DISTRIBUTION OATE o —4 1RO11CIN 110ER 43 -2013 AS NOTED Ry MU BH JRAttiI 0 " ", ELEVATIONS FA20'1" ROOF -- FLO 0" _ -Y7TR OR LEVEL +47' -0" 9 +38'0" •0" SMI -- - -- +29'-0" --- - - - - -- LMI - - +20',K -- 1 ,I Deftl ,lA fl@_ ELEVATION SCALE: A -202 KEY PLAN NOT USED SCALE: N.T.S. SCALE: 116'=1' -0' 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA -0002553 e P6D­T E; MARIAN TOWERS SITE PLAN APPROVAL 175D5 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 - -Ot \NCR L S 43 -2013 AS NOTED oR.avN vv MU BH ELEVATIONS DRAV:we Nur, +3eR A202 o - U C u u z U F u s C 5 1 �'1 •IIt •11 .1 = M-E �1 �� ME ME MM ME � ME © �������������� - III IIIIIIIIIIIIIIII III � =� �M ME ME ME ME MM ME �� MM ME =ME ��� ECM ��� _�IYI� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ME wm EM ME �� I��I tar)• �� ESL t V, �� ESL <Vi)♦ �� >�SL t E �� �E� ME �� >�SL ME �� ffiffi ><ffiFL ><ffiSL tail >�SL ME �� E �lail� =�� �lirl� ��� ESL � ��� la►J� X10-4 ��� tai, �� tar, ��I tail ME <V ME i, tar, ME tf it tai, ME tV r1 <V i� ME <Vi1 AFL 1 ME ME r7 r7 r7 r7 r7 r7 �rAl� �fAl� r7 r7 r7 �7 r7 r7 �� �� �� tar, =pm r7 tail ME LV+, IffiSf tai, t7 tir, <aVJ• =� tai, I�� ME I��I LfV, ��I Iffi� <V+J• �� �la%J� ��� �lY.� ��� �la/J� ��� lZLarJ10 ��� ESL �� ME ESL Q till• �� �FSI 0 <fV1 �� >�7}L Q LfM �� ESL Q <ViJ♦ �� »SL Q ME �� >'�SL 0 ME �� ffi}L Q no �� �Ffi Q no �� sffi4L 0 ME �� >'�37� Q I'�tl r�31j �f-�4 m IffiSf C Iffi�1i ME% I��i- �4L 111• t L I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII wry aria aar� =M 3tdT a I��I v� arr� EMI awe ME aar� I,ME aai� IM�I aarJ• ��I �ar� �� ild6 �wj� =L i1dLS �w� ��� �w�� ��� �w�� MMM fL'd� awl �� i43fIIl =0— �� iQdlIIi as +� �� ild�l � aav� ME Ltd wry �� i4!<EI aar� �� iLdlIIi �� �� IMIM itd� �� ME a�lIIl �� �� SrdlFL m �� ME i32isi Pr+.n�rl IStiY�I 1+'°�.'I �aQ 3,<r �Z Sim C Sdai2 a,ar r ..�� SFdII - �3L a4•dfF7i • 1' `� ME ME ME r.� ME ME r.� =rn�= �rec� IIIIIII �u� VIII �rn�� �re.+i� rr� rim ra r.� ME ME ME ME r.� tail♦ ME rim tai, I- LV =N +1 ra tar, I�MI <VrJ• ��I LfVJ• IME <VrJ• I�� tail• IME ME ��I LVrJ• �� '�31 �lY ��� /� �lY.� ��� �IYJ� ��� ML �MM �4i avr, �� >�iL aar, �� >'�SL Lfr, �� ESL to ✓)♦ �� ESL avr, �� ffiSL ME m� ESL ME �� ESL ME � 1 M ME �� ffi41 ME �� �Q � ]^�' -I �s4 p��,1�L 7 1"':'I Iii ' i I�iT I i Iffi �E iLdR >II�3L iLd�l 11• t `� ME I� i� avr� __ ME V� ME I `� {�I� �lm. 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I . 1311 W NEWPORTCENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.194.0301 AA -0002853 PRO35 ;T 1 y V� MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 - Ot1NLR # I DISTRIBUTION I DATE 43 -2013 ECAr.E AS NOTED 11 -1- 6r ..Nr -. 111. �v MU BH - �HAWiN(='rITLE ELEVATIONS UfNIti ING F,3, A20 N' W 0 Z Q a W K U N O Y 2 Q 0 O 0 W Z O D TM[ W 2 r LL r O z a-------------------------------------------------------- 0 tt a �lul� 11 • 7 I 13'E3E �IUI� +EC------- -�--11 �Illlmii �limm Im' ro _ •, 1 11• 1 �.'' . ' �F' I'll i4tfll i�S`��1���91. 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VLWr 4-+ mx.� — maw N G I N E E R -RICHARD, C. REILLY AIA- 77"L - -_ .1 ET . S U SPECIAi NOTES cd—Aaft n A,( 0 'R T T titu�. r."�car, WD. flg: na-40 _MA&SHMS." MW At' '3100 . EAST OAKLAND PARK BOULEVARD A /A I 5EACW 7L a.2 LM4 FT. L.AUDERQALE, FLORt-DA. PHONE 565-034I avN, le Existing Approved Mechanical Floor Plan showing c proposed n Existing System M M and Place Mechanical proposed 30.70 ,-, me. 00'WU LN10 ►l-L tWU-0 WHCU r&mt-TzX't1U4 5b . 70. -DR" MmAy IIfI k6m%lb UP TO 6UPPLY W METUICU KB.-7 om zcOf• I 0 whqft¢ P,pm-, CZ1 51—• .1 d -o• KC-17 TE-le- Kt--! Q� NO?_ 1H �i W G !(@I Kfi-kS 00W0 bfiL*W---r XE_ 15 1 L'IL- Te- 10 UE-i -LVfi \Tf_•1 r= - 5 eA5RTH.U',br,L COOT- R CLOF PL L4 77 ( q=4 Xt t 1 0 E N G,1 N E E R RICHARD C. RE I L L Y SUNNY I S L E S TOWER A R C H I T 3100 EAST OAKLAND PARK BOU MIAMI BEACH FLORIDA FT. LAUDERDALE, FLORIDA AID` E C EVA R P P H:O N E 5.6,5 024, t, W:� ME I E ?D PENTHOUSE FLOOR �' [NGPLUMBINGINPLACE F - - - -. ------------ - - ---- I _ I I I ` 1 j _ 2 "- colic. pt2Aay . nu. Teb p ` . MAN.' I -,0 --bTaucpIPIE To I ow. O[ =F5E.T 2tg FL. v.T¢. . 73.DJ. 6AA�f4 IZId.. V. oFF3G'1'i 6G . W PL. I I i EL.7<9.0- EL. 91.0 ( \\ �� I I 4t It. R.W.L. ON. � •5'�q.D.+ — —S– I 4 °- I21w.L. I I 4-4)W GcT WtAY�1 /BEE - - --� I YGtSl1 =`i' I O V.T.q. I - i LoGA'TIONS .__ I I � �t„ITyaUge F:L. EL. lo4i�0� _ g T,PEb;a+ T9OU 65 PLAN GALE IlBnatf -oa. 4` ,: CH ! R I� C i� I L L Y / y„ A p1 `1�#*�'L4Y'Ni�fAki>Sf� 5r- G1At RLs+V - A R �': F' �.J 10b rE.AS� UA KLA NIA :P ARK B.O fi 4<A RAf io y �+*y.F- �"{+,p +§'�. - -. W �w .4-1 N E 5 6 5;: 0 3 4 t + . s L:$._ $'AP1LIL GENERAL NOTE CONTRACTOR TO GET ALTERNATE PRICE ON UPGRADING ENTIRE NURSES CALL SYSTEM. DW -100 WALL SWITCH/ OCCUPANCY SENSOR DETAL DT -355 OCCUPANCY SENSOR DETAIL LOA NEUTRAL LOAD HOT SNTCH ® ® NEUTRAL (OPTIONAL) GROUND ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT /ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROMSIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAMNG JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTIUZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA -70) 2. CODE FOR SAFETY TO LIFE (NFPA -101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA -72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) S. INSULATED POWER CABLE ENGINEERS ASSOCIATR (IPCEA) 9. FLORIDA BUILDING CODE. 2010 EOMDN (AS AMENDED) 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE 11. CITY OF MIAMI BEACH BUILDING CODE (AMENDMENTS TO FL DA BUILDING CODE 2010) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL R CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN RE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR R ANY OTHER PHASE R THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBUC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. J. THE TERM "PROVIDE' USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIDNS INDICATES THE CONTRACTOR SHALL FURNISH AND INSTALL PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.C. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH "THHN -THW4' INSULATION UNLESS OTHERWISE NOTED. B. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. C. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD'. D. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. E. PANELBOARDS AND LOAD CENTERS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT ON. 3. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG IN. 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACK TYPE CIRCUIT BREAKERS. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. PANELBOARD ENCLOSURES SHALL BE FURNISHED WITHOUT PRE - PUNCHED CONCENTRIC KNOCKOUTS. 7, ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4' ENGRAVED LETTERING FOR PANEL IDENTIFICATION. EL ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE - WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. F. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, WICK -BREAK ENCLOSURES AS REWIRED BY EXPOSURE. G. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED, NTH OVERLOAD RELAYS IN EACH HOT LEG. H. RIGID NONMETALLIC CONDUIT SHALL BE SCHEDULE 40 PVC. I. WRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COLOR UNLESS OTHERWISE NOTED. FACEPLATES SHALL BE SMOOTH, WHITE NYLON. TRANSFER HOTEL DEVICE INCLUDES A TEST SWITCH, SWTCH ^�M I NORMAL POWER INDICATOR LIGHT, & ALTERNATE POWER INDICATOR LIGHT. EMERGENCY I POWER -� N0. EM PANEL GTD20A BAMAST TONS -T WATTS WALL WALL REMARKS TYPICAL FLOOR LIGHTING PLANS Xi )_i 0 NORMAL .. POWER I LIGHTING NORMAL PANEL LOAD VOLTAGE UP TO ELECTRONIC SENSING 20A I NEUTRAL BUS NEUTRAL BUS E4.1 FOR NORMAL PANEL FOR EMERGENCY PANEL F2 BODINE RELAY CONTROL DEVICE NOT TO SCALE 350OX J. RECEPTACLES 1. ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, UMNG ROOMS, PARLORS, UBRARIES, DENS, BEDROOMS. SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12(13)). 2. TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REWIRED IN DWEWNG UNITS IN ALL AREAS SPECIFIED IN 2DOB NEC 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES 3. 15 AND 20 AMPERE, 125 VOLT AND 250 VOLT RECEPTACLES INSTALLED IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER R NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL 15 AND 20 AMPERE, 125 AND 250 VOLT NON- LOCKING RECEPTACLES SHALL BE LIM WEATHER - RESISTANT TYPE. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 120/208 VOLTS, 3 PHASE, 4 -WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK AND 1 RED GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2 PULL CIRCUIT WIRING AND SERVICES (EXCEPT LB'S OR USD'S) (#6 ING COLOREDS MARKERS OR PLLASTIC TAPE AT ALL MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED OR SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS R GRADE. 3. ELECTRICAL NONMETALLIC TUBING (EMT) WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL ROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 2D AMPERES OR LESS AND CONCEALED IN WALLS R ABOVE SUSPENDED CEIUNG AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 5. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES R LESS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REWIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT- E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR R THE UL UST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER /ARCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEIUNG GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING VARING THRU UNE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. VOLTAGE DROP 1. CONDUCTORS FOR ALL FEEDERS SHALL BE INCREASED FROM SIZES INDICATED R RAWNGS TO PREVENT VOLTAGE DROP EXCEEDING 21L 2. CONDUCTORS FOR ALL BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATE) R DRAWNGS TO PREVENT VOLTAGE DROP EXCEEDING 3%. FROM THE FURTHEST DEVICE 3. DETERMINING CONDUCTOR SIZES SHALL BE BASED ON BOX LOAD OF THE BREAKER SIZE. 4. FR DETERMINATION OF WIRE SIZE FOR BID PURPOSES • INCREASE WRE BY 1 WRE SIZE FOR RUNS 60 FT. TO 1R FT. • INCREASE WRE BY 2 WRE SIZES FOR RUNS 1DO FT. TO 150 FT. • INREASE WRE BY 3 WRE SIZES FOR RUNS FROM 150 R. TO 230 FT. 0. PROVIDE CABLE LUGS SIZED FOR THE LINE AND/OR LOAD SIDE FEEDERS AS SCHEDULED FOR ALL SWITCHBOARDS PANELBOARDS AND DISCONNECTS. WHERE CABLE LUGS ARE NOT AVAILABLE FOR THE SPECIFIC WRE SIZE AND NUMBER OF SETS SCHEDULED, PROVIDE A TAP BOX ADJACENT TO THE EOUIPMENT WITH 'POLARIS" TAPS TO TRANSITION TO CONDUCTORS TO MATCH THE CABLE WGS AVAILABLE AND THE AMPERE RATING OF THE OVER- CURRENT DEME PROTECTING THE FEEDER. P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. 0. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. R. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION R THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. LIGHTING FIXTURE SCHEDULE BFffT• MML TYPE DESDOPTION N0. LAMPS TYPE WATT BAMAST TONS -T WATTS MOUNTING REMARKS TYPICAL FLOOR LIGHTING PLANS F7 7v1' FLUORESfINf dRECTANgRECi RXNRE, WWAY6 'd' SERFS J &IOUX 28 ELECTRONIC E3.3 RECESSED E4.1 ❑ F2 2' #' RUdSSCVTf gRFCT/INgRECT R %LURE, WLlAYS 'd' SERFS 2 350OX 11 EIFC1R01I C RECESSED RUORESCENT OPEN REFLECTOR DOWN UG 07H C APERTURE, GEAR TRIM AND SPECUAR 1 GL 32 EIECIRRIC J! CORG 0 F3 LOW HDESCENT FIMS. IWNITY'KW SERIES 3500% RECESSED O F4 PENDANT MOUNTED CHANDELIER SEEM BY ARCHIECT - _ _ _ IM COMING PDDANT RUMMUT MAW -IXM CHANNEL M1 MIME SAKE) ENAMOR HNIS4 AND 2 TB 32 HIGH FRED. 57 COUNG �-1 F5 SfALYAD -R DD PLATES WWN1S '76' SERIES 35M OECTROMC SIffACE SNO E FAM 1MRMOPLASDC EDT 9GNAIGHT WITH MIR HOUSING AND RED LETTERS - ® X1 PRGYDE ORE00NAL ARROWS AS INWARD, BECHM 'VA4RSA' SFA OS ES PROM FIXTURE FIXTURE - � - - UNIVERSAL W1H 1N MINUTE BATTERY BACK UP. DUAL FACE THERMRUSRC DOT SGNAIGHT WITH WILE HOUSING AND RED LETTERS %2 PROWS NUCTIORAL ARROWS AS INDICATED. MOW 'VA4RSA' SERIES. PROMS ROURE LED - UNNERSAL 07H Po CUNT: BATTERY BACK UP. +2.. 12 25 - GENERAL NOTES 3. PROVIDE ALL FLUORESCENT FIXTURES THAT UTILIZE DOUBLE -ENDED LAMPS AND CONTAIN BALLASTS WTH A BUILT -IN MEANS TO DISCONNECT THE BALLAST FROM 1. VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES THE SIRE E SUPPLY. 2 TEMPORARY URTING 4. VERIFY BALLAST REQUIREMENTS FOR ALL FLUORESCENT FIXTURES. PROLE ELECTRONIC DIMMING BALLASTS FOR SPECIFIC FIXTU RES INDICATED WITH DIMMER CONTROL ELECTRICAL SHEET INDEX BFffT• DESCRIPTION E0.1 ELECTRICAL NOTES, LEGEND & INDEX t DNNHieIU Dc h FlunJa 33442 Phone 934.949.2200 Pss 954.949 2201 E1.2 SITE PHOTOMETRICS PLAN E2.1 GROUND FLOOR LIGHTING PLANS E2.2 TYPICAL FLOOR LIGHTING PLANS E3.1 GROUND FLOOR POWER PLANS E3.1A KITCHEN EQUIPMENT POWER PLAN E3.2 TYPICAL FLOOR POWER PLANS E3.3 ELECTRICAL ROOF PLAN E4.1 TYPICAL APARTMENT ELECTRICAL PLANS E5.1 ELECTRICAL RISER DIAGRAM E6.1 ELECTRICAL PANELBOARD SCHEDULES E6.2 ELECTRICAL PANELBOARD SCHEDULES ELECTRICAL SYMBOLS TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEVISION OUTLET PATH 3/4' CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT AT 18" A.F.F. TO CENTER LINE R OUTLET UNLESS OTHERWISE NOTED. (ID DUPLEX RECEPTACLE (AMPERAGE RATING TO MATCH BRANCH CIRCUIT RATING) MOUNTED AT 7I 18" A.F.F. TO CENTER LINE R OUTLET UNLESS NOTED OTHERWISE. QUADRUPLEX RECEPTACLE (AMPERAGE RATING TO MATCH BRANCH CIRCUIT RATING) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. QGFI DUPLEX RECEPTACLE (AMPERAGE RATING TO MATCH BRANCH CIRCUIT RATING) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. qp DUPLEX RECEPTACLE (AMPERAGE RATING TO MATCH BRANCH CIRCUIT RATING) MOUNTED if ABOVE COUNTER SEE ARCHITECTUAL DRAWINGS FOR SPECIFIC REQUIREMENTS. I$ SPECIAL- PURPOSE RECEPTACLE Q JUNCTION BOX EF EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. $ SINGLE POLE, 20 AMP, SWATCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $M MOTOR RATED SWITCH $1G DUAL TECHNOLOGY WALL SWITCH /OCCUPANCY SENSOR, WATT STOPPER DW -100 SERIES. MOUNT 42' A.F.F. TO ENTERUNE OF SWTCH UNLESS OTHERWISE NOTED. SEE DETAIL R SHEET EO.1 30 MINUTE MAXIMUM TIME DELAY. OS 120/277 VAC DUAL TECHNOLOGY OCCUPANCY SENSOR, WATT STOPPER DT -355 SERIES. MOUNT IN COILING. SEE DETAIL ON THIS SHEET. 30 MINUTE MAXIMUM TIME DELAY. ® FACTORY MOUNTED DISCONNECT /STARTER (SEE MECHANICAL SCHEDULE) d gA FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE. G FUSE RATING tM BA FUSIBLE DISCONNECT SWITCH TYPE COMBINATION MOTOR STARTER A = POLES. B= NEMA SIZE, C= FUSE RATING 1 GROUNDING ELECTRODE & CONDUCTOR SYSTEM ® TRANSFORMER 0 ELECTRICAL PANELBOARD r,-- TELEPHONE WOOD BACKBOARD WP WEATHERPROOF T/C TIME CLOCK RE RELOCATED E EXISTING TO REMAIN A.F.F. ABOVE FINISH FLOOR ,7/' GALLO HERBERTARCHITECTS J- a\2e0o1Ta1 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.784.0300 FX. 954.794.0301 AA-0002853 SEAL GHLLO FL 4 R0 c 1. 3 0 2 a PbH >i LB30'j0V _ . SULTANTS IssTIRD FUx e6xAm 15311EU FOR CONSTRUCTION NMMI WN6ULTNO PRO16CI p N410 PROIECI RLANAGFX WIBRWY.\ 1407 West Newport Ccnter Dniv MIKAM DNNHieIU Dc h FlunJa 33442 Phone 934.949.2200 Pss 954.949 2201 Oh T>0 Ce tilicntion 1'Aullwrizolion8k8189 ,e4 MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH. FL 33160 PROJECT NUMBER - 43 -2013 AS NOTED DRRNNBY CHEC DW MU BH -.-No TRLE ELECTRICAL NOTES DMWINGNUMBER E0.1 7] LCP NAME: 'LCPPL' LOCATION: RRGT BOOR ELECTRICAL ROOM SURFACE/FLUSH: SURFACE POWER CIRCUIT: OL -1D RHO KEY NOTES Deecrl llon R—m . O1 WIRE CIRCUIT THROUGH EXISTING TIME CLOCK /BUILDING MANAGEMANT SYSTEM. PARKING LOT UGHTING 1 O 2 WIRE CIRCUIT THRU LIGHTING CONTROL PANEL 'LCPPL•. SEE WIRING DETAIL AND SCHEDULE, THIS SHEET. PARKING LOT UGHTING LCP NAME: 'LCPPL' LOCATION: RRGT BOOR ELECTRICAL ROOM SURFACE/FLUSH: SURFACE POWER CIRCUIT: OL -1D RHO CRCUII Deecrl llon R—m . 1 2 OL -1,3 PARKING LOT UGHTING - 3 4 OL -5,7 PARKING LOT UGHTING - 5 8 a-9"' PARKING LOT UGHTING - 7 B OL -2,4 PARKING LOT UGHTING - 9 10 OL -S,B PARKING LOT UGHTING - LC &D GR1416 LT MASTER PANEL OR AN APPROVED EQUIVALENT BLUE BOX -LT (GR1416 -LT) !I+ukn nupann m. �AllaRn FOR DP LT C111 RRFR u 1zD u znv LIML Ferm.. DPIMA6iER OUL�T �N ' J 1zo w z77v Lklrt Ftlu.e /\ N 1zD a 2m L�l F1ore (Tpkel) f =m2 MPE1 D MU ST R u-N HONUT E S ° —ER 120OR21 y xe R 4 @ 8 OR—. � U EcTDRE m DIGITALSV foPnovAy OL PANEL WIRING MOM N.— EL ECTMALA SDTE PLAN 1''30' NORTH 1ssDED FOx PRlh9i I65UEUF0R CONSiRUCIION xAMM CONSULTING PROIECI p. IU PROh TxIM'AOIX NANI DEUOYA 1407 Wesl NcwpoH Cenmr Drive OII� 3 Deerfield Beach FI 3442 Phone 954.949.2200 Fm 954.949 2201 G IF C nilicufono Aulho a"NPA189 signed GALLO HERBERT ARCHITECTS 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. 954.794.0301 AA-0002853 DF LO FL 4 3P o r' Ty aB3Bd� CONSULTANTS Po ECT f1 MARIAN TOWERS SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 PRQIECTNUMSER 43 -2013 AS NOTED ORANTIBY CHECKEDDY MU BH DRAWING ITRE ELECTRICAL SITE PLAN DRAWING NUMBER E1.1 p8 s pi O D 2.1 I 26 3.1, ! 2� \r /j 1.8 1.7 2.1 2.3 2.1 1.9 7 20 T7 7!1 23\\ 3 2.1 1.9 1.8 1.6 1.8 2.2 - 2.8 3.2 2.9 ,2.2 1.4 ^\ \ \2.2 1.8 1.7 1.9 2.1 2.6 2.7 2.6i 2 1 B i1 1.4 - 2 / o \ 2.0 2.0 2.3 2.4 2.4 2.2 2.3 2.1• 1.8 1.6 1.1• 1 ?[ 1 0 1 0 1.8 2.1 2.4 2.7 2.6 2.3 2.0 1.9 2.0 20 17 14 7 +1 . 0�1 10'70 �\ \ �1.5 1.9 2.1 2.4 '2.k .3 2.5 2.7 2.7 2.5 2.1 8 (8 1.5 1.3 ,,(( _ \ 1.5 1.8 D.0 3111, 3.0 2.8 2.7 3 2.2 1.8 1.6 !1:T" 8 1.9 2.5 3.S 1.2 1.51 �2.7f131 'p2 `32 N 30 28 23 1.8 17 1.9 21 2.6 3.0 2.8 2.0 1.1\ \ \\\ 1 7� - 1s 21 26 21 zo - ---- �. \ \zs 2.2 1.7 1.3 1.1 z.2 2 . t9>1 z7 22�f 1.9 1.6 t.fi 7.3 1.z is 2.0 2.8 3.1 2.4- - - 1 \\ y 2.8 L3�.'9 2B 2yi; i\ Y3 1.9 1.4 1.2 2 i3 20 .5- 2.7 2.2 1.5 17 `\.5 2 1 3.0 2.9 3J,i \ ' \\ /jl% /.0 2.0 1.9 1.6 1.3 1.3 T3 1 6 2.1 2.2 1.9 1.4 1.1 1.1 1.2 \ =5 \ \ \0 \2.4 .9 2.9 v2:8 t. 1.4\ 1.5 1.6 1.6 1.5 1.5 1.7 T.9 2;1 2.1 1.9 1.7 1.4 1� - -1.2, 5 2.0 2.8 .1 25 1.4 1.7 GROUND FL" \. 15 ABOVE MS 1 ANY ACCEPTABLE ALTERNATE /SUBSTITUTE MUST BE APPROVED IN WRITING PRIOR TO BID DATE. TO CONFIRM THAT THE SPECIFIED PHOTOMETRIC CRITERIA HAS BEEN MET, A COMPUTER DISK CONTAINING THE IES PHOTOMETRIC FILE FOR THE PROPOSED ALTERNATE /SUBSTITUTION MUST BE SUBMITTED TO KAMM CONSULTING ENGINEERS FOR EVALUATION NO LESS THAN 10 DAYS PRIOR TO BID. 1.2,� 11_1.3 1.3 1.4 1.7 T9 2:1 23 2.2 2.0 1.6 13 12 1j5 -2: 2.5 2.7 2.2 1.5 1\ ^y _ L1 1.1 1.2 1.4 73. 1.6 1.8 1.8 1.8 1.7 -1;4-4. 4 i.6 1.8 - 2.1 2.2 1.9 ].4, 1.2 1.1 1.2 L ' T 1.1 -'Il 1.2 1.3 1.4 1.5 1.5--l.-5-4, 8 2.1 23' 2.2 2 0 1.8 1.4 - 1 � �-� 6 2.3 3.0 3.2 / 1.5 1.4 17.4 - 12-71.2 1.2 1.2 1.1 7'� -1.0 1.1 1.2 1.3 1.3-14-1 �1.9 3:T" 2.4 2.3 2.1 1:6- -T !4 1.4 1.7 2.3 2.8 i's 1 8 1.B •1 7 -T.fi'- 1.4 1.5 1.3 1.3 -1TI 1.0 1.1 1.2 1.2 1.3 1.3 114 ' _1._5 1.7- 1.8 1.8 1.8 1.7.51 1.6 1.8 2.1 2.5 2:5-21,7 1.5 1A 1\ l 1.6 ).� 18 fA'r�2 -0 11: 1.B 1.6 1.6 13-14 1.3 1.2 1.2 1.3 1.3 13 1.3'13 -1:3 1.3 1.4 1.5-1.6 --1.61 2.0 2.3 2.4 2.4 2.-1-- 19_7.7 1:6 -'1.9 1.5 1.2 1:1 --1-.0 la. ~ / ,1 .6 1 f.8'� 0 �l l 2.1 '62.2 2.1 2.1 2.2 23 .1 1.9 1.7 1.5 1.5 1:4 F4 7 3 1.212 1.2 1.3 13-1.4 4.6 2.0 2.4 2.6 2.8 23 --23 )2 � .1-2:3 2.0 1.7 17 1. -7 ��\\I"55 62.2 2./ 2.2 2.4 2 5 2.7 3.0 30'-$ 2 5 2.4 2.1 1.7 1.S 16 1 $ 1.3 L4 1.3 1.3 1 3 13 1 } 1 7 2.0 2.3 2.4 Y3 23y 2'3 23 -2.7 2.2 2.2 23 2 1.6 21j. 2.1 2�1._�.2 2.5 2.9 3.2 3.333'132 9 2.9 2.6 2.1 1B 7 6 i 1.3 -1:5 1.4 1.4 1 3 13 ' 1.(4 1 6 1.7 1.9 20 -27 _2,1. 21 2:5 -2.9 2.4 2.5 �9 i� • 1.5 1.7 1.9 2.2 26 3.0 3.3 3,4 3:5� 3'4f 1,2 -2.9 2.9 2.4 l:8 93, 116 T6' 1.6 1.6 1.7 7 8 .1 el 1j9 1.9 1.6 1.8 1.9 1.9- __1�4' 2.1-- 2:5-28 2.3 2.4 -27 -2f 1.8 1.7 1.8 1.9, 2.1 2.5 29 3.1 3.53:.3 17 3.1 2.9 2.5 -1:8 tb 1.6 - T.5' -1.7 1.9 2.3 24_2tj 2.5 2.5 2.3 2.0 1.8 1.8._.l.y hI -ZA- 2.8 2.1 2.1---2:0--210 \ 1.7 1.8 1.8 1.9 2.3 2.9 3.1 3 -4 3:�7 2.7 11 2.7 2.3- 1:7-14 A.4- 1:6 -1.9 2.4 28.$9 20 (-8 3.0 2.8 2.4 2.0- 1.8._LS ill --2:4- 24 1.9 1.8 -17- -114 \ \1.6 1.6 1.7 2.1 2.8 3.1 3.1 -4 55,T 3.3 2.9 2.7 2.2 - -1:8 1 17.3 -1:8' 2.1 2.7 2.9 30 _3 {I '3.1 3.0 3.0 2.7 2.1- 17 --ts Il-'2:5 2.4 1.9 1.9 -1:8 j,.5 \ `\ \ 1.4 1.6 1.9 2.5 3.0 3.0i_3:0 :3.0 2.9 2.9 2.7 21 --1:5 -113 1.3 -1:8' 2.2 2.7 2.9 b 4 .7 II 3.8 3.3 3.0 2.8 2.2 -1.7 7 7.1-2:8 2.6 21 2.3 -2.4- 1 ,\\ 1.5 1.6 2.0 2.S__'2._7_-Z!7[27 ' . .9 2.7 2.3 1.0 1:5 13' 13-1:8 2.3 2.7 3.0 3.6 13.0 3.4 3.0 2.7 2.2 -4J 4`.7!__Z.1 -Y. -7 2.7 2.2 27 -31- L1 r- 1.4 1.5 1.8 2lT'1,.2i 2.2 2.3 2.2 1.9 1.$ -1:5 -} .4,­1.4-13 2.3 2.9 3.0 3.4 0.8I 3.8 3.3 3.0 2.8 2:2 - 7.Z_It ! 23 --2:7 27 2.3 2.8-- 3.-3-, t .2 1.3 1.3 1 3 1 4 7 5' 1.8 1.7 1.8 1.6 1-.6--1;8- 1 - fS'7-7 2.3 2.9 3.0 3.2 3.2 3.2 3.1 3.2 28 2.2 1.8J 1.¢ --"--2.7 2.5 2.2 2.28 1 10!•1.1 1.1 11 11 12 1.3 1.4 1.5 1.6 13'1:5 -it ql 17-'1:8 2.1 2.8 3.0 31510 3.0 3.2 3.0 25 21 0-2.5-2.7 2.2 2.0 1.9 -'T'9! " 1.0 1.0 1.1 1.3 1.4 1.5 1.6 13 --1:5 1 7 i:6 -1.9 2.0 2.3 2.6 2.8; 28 2 -7 2.8 2.6 2.2 - 2.0....2,E ?3'- '2.5 -2.7 2.1 1.9 1.8"'1. �I Ill 1.3 1.4 1 4 -T3 1,5 t5_1.5 1.7 1.8 -f.8- '1.9 I 0 21-2.2 2.1 2.1 2.3 2.41 ?.5 2.5 2.4 2.3 2.2 -2 -1 .$6 2Z- '2.:8- 2.8 2.2 2.2 2.2 2:'f •� ' 1.1_1.4 1.7 1.9 20 1TJJ }f9 1.8 1.7 1.9 2.1 - 2.2 -'2.1 J.-4-2.4-2-3 2.2 2.2 23 24 �. zs 6 2.5 2.5 2.3 --20 _13-2.6- 2.8 2.1 2.5 2. ! \ L �- 5 2.0 2.2 -2.-3--2: f9 1.6 1.5 1.8 22 -2.4 --2.Is 0- 2:4-2.0 1.9 1.9 2.1 2t$ X2.6 2.8 2.7 2.8 22- 1.11_1JL/ ,'2.0.2.5 2.6 2.1 2: X31 -48 1 \ \� - -1.0_- 1.2 1.6 1.8 1 S 1' 11.5 7.3 1.2 1.4 1.7-1-.9 -217 13:0 -1:8-- 1.6 1.4 13 1.6 -3.0 r 21 -2.3 2.2 2.0 1.6 --- 4 144 `1 -1 -24 2.3 1.B 2.2 f.5-i1 1.2 1.7 2. 23 2.0 1.5 1�3' 1.2 1.3 1.1Z7 22 -2_5 2.3_� 1.5 1.4 1.47.5 1.9 2.3 2.51 2.4 1.9 13'-73 --4.3 1.5 -i$' 1.8 1.4 1.6 1.7 , ,2 !i :0_ -_ 1.2 1.9 2.7 2.8 2.1 1.6 1.2 1.0 1.2 1.7 2.5 3.0 2.7 1.9 1.4 1.1 1.1 1.4 1.9 2.6 3.0 2.6 1.8 1.3 1.0 1.0 1.2 1.4 1.2 1.0 1.0 1.0 1 I SATE PHOTOO METMC PLAN 1 "-'-0' NORTH Luminaire SMetlule Symbol Label (MANUFAC] Do...iptim Oly I Amangemmt Total Lomp Lumens ULF Wm. Walt$ Told Wall. ...■ L1 Llthonlu LIOU19 KW2 t0OM SR4SCR 12 SINGLE 38000 0.720 458 5472 .� L2 Lllhonlo Lighting KVi2 40DM SYMFL (PULSE START) 1 I SINGLE 42000 0.720 456 456 L3 Lllhmia Lighting KK2 4ODM SYMFL (PULSE START) 3 D180 42000 0.720 456 2738 6" -d4 GROUND 04 GROUND STANDARD 2' PIPE TENON G K 1" VOID s a° F 3 "X5" HAND HOLE W/ x WATERPROOF COVER. x z z GRADE •j s b 14 GND, SOLID ly TINNED COPPER S c BURNDY TYPE "GRC" l 3/4• HIGH STRENGTH P GROUND ROD CONDUIT CLAMP OR •I EQUIVALENT X3/4 "z10' COPPERCLAD STEEL GROUND ROD. aF� NOTE, 11' THE POLE SUPPLIER SHALL CERTIFY THAT POLE WITH FIXTURE AS SPECIFIED WILL MEET THE WAND LOAD CRITERIA OF THE 2010 FLORIDA BUILDING CODE, SECTION 1620. PROVIDE SIGNED k SEALED CALCULATIONS BY A REGISTERED FLORIDA ENGINEER CONCRETENPOLE DETAIL TO SCALE i LITHONIA "KVF" SERIES ADDED NEW SHEET ' 11 FOR CONST Rx C6W'.Ya IP:RAOMJ. E CNT RNL4SNUALTGMER G PROJNECWSSU . I ATN A IaWIU r-� 1407 Wen Newport Cenmr Drive M � Dcerlield Beach Flond.33442 Phone 954.949.2200 Ps 954.949.2201 gi ecnng(n'{:nmmcunxulling cum Ceniticolion ofAutbori�utio k8189 n<d 1PRI 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.794.0300 FX. OM-794.0301 AA- 0002853 j ONLLO FL i 4qo 3P i o I a ly ltl3eda ([I CONSULTANTS 1 PROJECT 15 43 -2013 scALE � r-� g MU BH MARIAN TOWERS DRAWING TITLE 3 g SITE PLAN APPROVAL 17505 NORTH BAY RD SUNNY ISLES BEACH, FL 33160 r OWNER & tl OISR5IBURON DATE laox REVIEW oe•2o•14 1 SITE LIGHTING D9-D214 PROJECT NUMBER 43 -2013 scALE � AS NOTED DRAWNBY CHECKEDBY MU BH DRAWING TITLE 3 g SITE PHOTOMETRIC PLAN DRAWING NUMBER E1.2 t SCHEDULE OF BRANCH PANEL i SCHEDULE OF BRANCH - PANEL MAIN: 225 AMP MAIN LUGS ONLY SPEC: EXISTING ��Womwzvm AIC SWM: EXISTING OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 MAIN: IN AMP MAIN 'E0. EXISTING LUGS m y DESCRIPTION CIRCUIT FRAME VOLTAGE: 208/120". 3..4"RE MOUNTING: SWITCH - FUSED '1200• AMPERES 100 B PHASE KVA C PHASE KVA �o�eTglu�lvarmou��ee MSBA -1 ®�� V4�00 SDO ® ® ® ® ©mvJ�D'F7i " ®�un® POLES FT3Flo7 ®col BI l of �o7pipu' �o7F3� ® �o7ETiP 3 3 v470 EPM ©o��o�mv©ifC' i f- iY7V4i0 ©o��oomvdu�luu��o7 MSBA -4 MSBA -5 woe ©O��ODOVdif,IE:iF�'Fli ©0v47Q"Ei F7m�o7 7Q5E1,RECEPTACLE9--o7 o7F7�FluxTlvdm 'TrF7QiE7v470�0 itlf( ®�o7F7iY7�"Eli ® �o7w,�']varmo��eoomvdv,�lv�l�o� X07 ®�o7FdiEift- RL�^ GID�o7FlJYJfI�Yiv4�00 ©700 vF3i0 ®�0v47u2%7FSiEl�o7 °em ©OOQ���ODE'3•QIY7QII'7L�o7 ® ==,COFFEE F7T'E: BREWER o iuvvdmooO PANEL PE iCiF .iv4�0m fIiFl �o7FTTPa X07 ®�O�m0v47fr,I�F33Y7 ®D QIF7v470�p��pmmv4iflxYliliE7�o7 kll'7iVVV4ddi00 NOTES: ®�o7F7iti77JY7 V©ifr>Ltli3iYa�o1 00�®O Vd0000��m0 ®�o7 C+C�ID�o7F73F771JF7v�3i0m00 ®�o7F7xY.7f7IYivF.�Om��O70m0 QQQAM ffi/[r3ii 7 Vdfl- iF7F73Fl�ol REMAINING LOADS 106.1 ffi !"tA o°i�v� MEM ® ammo E=C o7F35F]Q3Ylvd0F310��0 �o7F7Flfliti °Oem� YFE1i7 YFFJJl���In ® ®® I o o7FTJE7iTF7i o7FJIF7iTiYlv4i0m� vmm 20 50 vF3i7�m0O� ®col ®OOm m0Qm®J>00m�0V�Vvv©E44i77 ®m Ru� ® ®® �oIIUja �o7F35E7fIit7Vi3/0m7070� ICE MACHINE o o7ulyl Qii7 liF7vd0 3.9 - ®OHO ®m I UB SPACE ° RECEPT. STORAQE--�ol . v�07Fd�Y.7QiE•1VF370m0� yOgSL ® ® ®AM fliF.7F.i3JUEl 107.2 of �o•�lu�lvarmmooNuMoom� o>lullu�lv�rmm�eoom KVA PER PHASE Q EXISTING FEEDER AND FEEDER BREAKER TO REMAIN. _J 925.8 1 J.T5.5 976.7 AMPS PER PHASE TOTAL KVA Q EXISTNG FEEDER WITIi LOAD MODIFIED FOR THIS PROJECT. . . ° MMMVIAMMMM Om0vMEr"FLiF1 ®�O7 ®col ®� ®�pgl evammo�oemmvdu�7F�, ooemmoeoe ©mope oeemmooeemmoeo oeemmovoommeeo ' ooemm000emmooe SCHEDULE OF BRANCH PANEL i SCHEDULE OF BRANCH - PANEL MAIN: 225 AMP MAIN LUGS ONLY SPEC: EXISTING ��Womwzvm AIC SWM: EXISTING OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 MAIN: IN AMP MAIN 'E0. EXISTING LUGS m y DESCRIPTION CIRCUIT FRAME VOLTAGE: 208/120". 3..4"RE MOUNTING: SWITCH - FUSED '1200• AMPERES 100 B PHASE KVA C PHASE KVA ' .. • MSBA -1 ®�� V4�00 SDO ® ® ® ® ® " ®�un® POLES MSBA -2 MSBA -3 ®col BI l of .. �o7F3� ® �o7ETiP 3 3 '.1QiY1v47000a�pO .lu9Ylvdm EPM ©00��•�0V4iQ"E'li ®�eoomv©rv,�7� i f- iY7V4i0 ©o��oomvdu�luu��o7 MSBA -4 MSBA -5 woe ©O��ODOVdif,IE:iF�'Fli ©0v47Q"Ei FiJY7DI 7Q5E1,RECEPTACLE9--o7 ® �o7E B��olF7 'TrF7QiE7v470�0 itlf( ®�o7F7iY7�"Eli ® �o7w,�']varmo��eoomvdv,�lv�l�o� X07 ®�o7FdiEift- RL�^ GID�o7FlJYJfI�Yiv4�00 MSBA -6 MSBA -7 vF3i0 LF]v470 ©OOQ���ODE'3•QIY7QII'7L�o7 3 3 ©DOS ®�DOD0v4ifl�3�i F7T'E: ®�0v47iriF�Fd�F.i�o7 ® �o7F3iY7 ��o7F3iCi PANEL PE iCiF .iv4�0m fIiFl �o7FTTPa X07 ®�O�m0v47fr,I�F33Y7 ®D QIF7v470�p��pmmv4iflxYliliE7�o7 kll'7iVVV4ddi00 NOTES: 0m©0Oo�O0��o0� V©ifr>Ltli3iYa�o1 00�®O 1307.9 ®�o7 C+C�ID�o7F73F771JF7v�3i0m00 ®�o7F7xY.7f7IYivF.�Om��O70m0 QQQAM ffi/[r3ii 7 a�to7 ooOoo7777UkA REMAINING LOADS 106.1 ffi !"tA 102.4 MEM ® liP7DI�JID�o7 E=C o7F35F]Q3Ylvd0F310��0 �o7F7Flfliti 7i YFE1i7 YFFJJl���In 00007 7 7 �����• Imiliuum QT vmm 20 50 3 3 ®col �= m0Qm®J>00m�0V�Vvv©E44i77 �3E7 Ru� ®O��Om0vdu3'7FiII'l�ol �oIIUja �o7F35E7fIit7Vi3/0m7070� 100 ° Qii7 J B k 1 OG IN 3 4 C - 3.9 - 3.9 - ®m I Vd0m070� SPACE ° RECEPT. STORAQE--�ol . v�07Fd�Y.7QiE•1VF370m0� yOgSL 107.2 Om�000 �o•�lu�lvarmmooNuMoom� o>lullu�lv�rmm�eoom SCHEDULE OF BRANCH PANEL i =Kola MAIN: 225 AMP MAIN LUGS ONLY SPEC: EXISTING ��Womwzvm AIC SWM: EXISTING OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 MAIN: 400 AMP / 3 POLE MAIN FUSIBLE SWITCH - FUSED '400' AMPERES DESIGNATON DESCRIPTION CIRCUIT FRAME BREAKER TRIP POLES FS SWITCH - FUSED '1200• AMPERES 100 B PHASE KVA C PHASE KVA ®o7CiiElit R ®�o7Ill&AI MSBA -1 -iY7 V4�00 SDO QL7�OO Ji�O�OVdoJ�lQ'F]i 41.8 ©0v47f�d'7FZ3FJ 37.9 POLES MSBA -2 MSBA -3 ®col BI l of ® o7FdJY rFr,T., I I q�o�Q 7uSFlV470 -JEauavdmo 3 3 �EO�er�lu2elvdmo� �olFd3© EPM ©00��•�0V4iQ"E'li ®�eoomv©rv,�7� i f- iY7V4i0 500 225 MSBA -4 MSBA -5 woe ©O��ODOVdif,IE:iF�'Fli 8DO 800 FiJY7DI ©mvdu3C7F3iEl�o7 ® �o7E B��olF7 'TrF7QiE7v470�0 itlf( iYJV4�0m00 X07 ®�o7FdiEift- RL�^ GID�o7FlJYJfI�Yiv4�00 MSBA -6 MSBA -7 ®�OQ]OVdQ-Fli LF]v470 ®OV�iiiCr"FlF.7'F7i 3 3 ©DOS ®�DOD0v4ifl�3�i F7T'E: ®�0v47iriF�Fd�F.i�o7 ® �o7F3iY7 ��o7F3iCi PANEL PE iCiF .iv4�0m fIiFl Vd0 X07 ®�O�m0v47fr,I�F33Y7 ®D ol�i NOTES: QIF7v4i0mO0�� V©ifr>Ltli3iYa�o1 1331.8 1307.9 ®�o7 C+C�ID�o7F73F771JF7v�3i0m00 ®�o7F7xY.7f7IYivF.�Om��O70m0 ®0v4ifl'AF7iFl�o7 'Mar 'Alm a�to7 FEEDER N LOAD MODIFIED FOR THIS PROJECT. REMAINING LOADS 106.1 ®�m0 102.4 VdQi©F7i© V&ww&AI COND. WATE UM0 liP7DI�JID�o7 ®col o7F35F]Q3Ylvd0F310��0 �o7F7Flfliti VdOmO���mO 3271.7 1154.8 3199.2 MSBH -10 MSBH -11 ®m VdfI3F7FliEi VF3ifI3FlFi4FlC�upzg�o7 20 50 3 3 ®col ��o7Fd3E7 ol�'3iFl 1.3 3.9 �3E7 VF3i0m[Ei�DOm7D7 V4i0 ®O��Om0vdu3'7FiII'l�ol TO0 SPARE 100 ° VF3iu>d7QiYl�o7 J B k 1 OG IN 3 4 C - 3.9 - 3.9 - MEMO I Vd0m070� SPACE RECEPT. STORAQE--�ol . v�07Fd�Y.7QiE•1VF370m0� yOgSL 107.2 Om�000 �o•�lu�lvarmmooNuMoom� o>lullu�lv�rmm�eoom KVA PER PHASE Q EXISTING FEEDER AND FEEDER BREAKER TO REMAIN. SCHEDULE OF BRANCH PANEL i SCHEDULE OF MAIN SWTCHBOARD 'MSBA' (EXISTING) MAIN: 225 AMP MAIN LUGS ONLY SPEC: EXISTING ��Womwzvm AIC SWM: EXISTING OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 MAIN: 400 AMP / 3 POLE MAIN FUSIBLE SWITCH - FUSED '400' AMPERES DESIGNATON DESCRIPTION CIRCUIT FRAME BREAKER TRIP POLES FS SWITCH - FUSED '1200• AMPERES 100 B PHASE KVA C PHASE KVA ®o7CiiElit R ®�o7Ill&AI MSBA -1 -iY7 V4�00 SDO QL7�OO Ji�O�OVdoJ�lQ'F]i 41.8 ©0v47f�d'7FZ3FJ 37.9 POLES MSBA -2 MSBA -3 ®col BI l of ® o7FdJY rFr,T., I I q�o�Q 7uSFlV470 -JEauavdmo 3 3 KIM EPM ©00��•�0V4iQ"E'li ®�eoomv©rv,�7� 204.0 204.0 500 225 MSBA -4 MSBA -5 PANEL DP4 W4 PANEL DPS 8DO 800 FiJY7DI 1��07 ®�0� ® �o7E B��olF7 'TrF7QiE7v470�0 itlf( iYJV4�0m00 204.0 204.0 p 10 MSBA -6 MSBA -7 ®�OQ]OVdQ-Fli ®� ®OV�iiiCr"FlF.7'F7i 3 3 4000 AMP BUS DUCT 2000 AMP BUS DUCT F7T'E: ®�L6�o7 ©�07 ® �o7F3iY7 ��o7F3iCi PANEL PE iCiF .iv4�0m fIiFl Vd0 2000 AMP BUS DUCT 64.5 ®�O�m0v47fr,I�F33Y7 ®D ®�OmO NOTES: 4.3 V©ifr>Ltli3iYa�o1 1331.8 1307.9 ®�o7 C+C�ID�o7F73F771JF7v�3i0m00 ®�o7F7xY.7f7IYivF.�Om��O70m0 OP - DP SUBTOTAL KVA PER PHASE 1182.6 DP2 - DP7 DEMAND iACTOR 23 2]2.0 1209.0 278.1 1224.0 201.5 Q EXISTING FEEDER N LOAD MODIFIED FOR THIS PROJECT. REMAINING LOADS 106.1 ®�m0 102.4 VdQi©F7i© V&ww&AI COND. WATE UM0 liP7DI�JID�o7 ®col o7F35F]Q3Ylvd0F310��0 �o7F7Flfliti VdOmO���mO 3271.7 1154.8 3199.2 MSBH -10 MSBH -11 ®m VdfI3F7FliEi VF3ifI3FlFi4FlC�upzg�o7 20 50 3 3 ®col ��o7Fd3E7 ol�'3iFl 1.3 3.9 �3E7 VF3i0m[Ei�DOm7D7 V4i0 ®O��Om0vdu3'7FiII'l�ol TO0 SPARE 100 50 - VF3iu>d7QiYl�o7 J B k 1 OG IN 3 4 C - 3.9 - 3.9 - MEMO I Vd0m070� SPACE �m0vdf7H'7FLID�o7 . v�07Fd�Y.7QiE•1VF370m0� yOgSL 107.2 Om�000 �o•�lu�lvarmmooNuMoom� o>lullu�lv�rmm�eoom KVA PER PHASE Q EXISTING FEEDER AND FEEDER BREAKER TO REMAIN. _J 925.8 1 J.T5.5 976.7 AMPS PER PHASE TOTAL KVA Q EXISTNG FEEDER WITIi LOAD MODIFIED FOR THIS PROJECT. . . �o7F7iE7QiY7vF3i0m0 �olE73E7QiYlvdOm Om0vMEr"FLiF1 ®�O7 ®col ®� ®�pgl NOTE'S FOR BRANCH C RCW PANELS OE%ISTNG BRANCH CIRCUIT AND CIRCUIT BREAKER TO REMAIN. OPROVIDE NEW BRANCH CIRCUIT AND CONNECT TO EXISTING SPARE BREAKER AS INDICATED. 3 PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN EXISTING SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. 4 REMOVE EXISTING SPARE BREAKER, PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. OEXISTING BRANCH CIRCUIT WITH LOAD MODIFIED FOR THIS PROJECT. ISSII60 FOK PF3tMfr SCHEDULE OF MAIN SWTCHBOARD 'MSBA' (EXISTING) MAIN: 4000 AMP / 3 POLE MAIN FUSIBLE SWITCH - FUSED '4000' AMPERES VOLTAGE: 208/120V, 30, 4 YORE SPEC: EXISTING BEI%TYA 1407 WeM N11MIJI CrnlCr Drivc AIC SWM: EXISTING OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 MAIN: 400 AMP / 3 POLE MAIN FUSIBLE SWITCH - FUSED '400' AMPERES DESIGNATON DESCRIPTION CIRCUIT FRAME BREAKER TRIP POLES FS SWITCH - FUSED '1200• AMPERES A PHASE KVA B PHASE KVA C PHASE KVA NOTES MSBA -1 PANEL "DPI' 600 SDO 3 4000 AMP BUS DUCT 41.8 50.0 37.9 POLES MSBA -2 MSBA -3 PANEL DP2 PANEL BOO 800 700 700 3 3 4000 AMP BUT DUCT 4000 AMP BUS DUCT 197.1 197.1 201.5 201.5 204.0 204.0 500 225 MSBA -4 MSBA -5 PANEL DP4 W4 PANEL DPS 8DO 800 700 700 3 3 4000 AMP BUS DUCT 4000 AMP BUS DUCT 197.1 197.1 201.5 201.5 204.0 204.0 p 10 MSBA -6 MSBA -7 PANEL 'DP6' PANEL DP] 600 600 700 700 3 3 4000 AMP BUS DUCT 2000 AMP BUS DUCT 18].1 197.1 201.5 201.5 204.0 204.0 PANEL PE MSBA -8 PANEL OPB 800 800 3 2000 AMP BUS DUCT 64.5 84.5 64.5 NOTES: 4.3 SUBTOTAL KVA PER PHASE 1339.4 1331.8 1307.9 �+ EXISTING FEEDER AND FEEDER BREAKER TO REMAIN. OP - DP SUBTOTAL KVA PER PHASE 1182.6 DP2 - DP7 DEMAND iACTOR 23 2]2.0 1209.0 278.1 1224.0 201.5 Q EXISTING FEEDER N LOAD MODIFIED FOR THIS PROJECT. REMAINING LOADS 106.1 114.5 102.4 MSBH -8 COND. WATE UM0 TOTAL KVA PER PHASE J78.1 3926 3BJ.9 AMPS PER PHASE 1 3150.8 TOTAL KVA 3271.7 1154.8 3199.2 NOTE'S FOR BRANCH C RCW PANELS OE%ISTNG BRANCH CIRCUIT AND CIRCUIT BREAKER TO REMAIN. OPROVIDE NEW BRANCH CIRCUIT AND CONNECT TO EXISTING SPARE BREAKER AS INDICATED. 3 PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN EXISTING SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. 4 REMOVE EXISTING SPARE BREAKER, PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. OEXISTING BRANCH CIRCUIT WITH LOAD MODIFIED FOR THIS PROJECT. ISSII60 FOK PF3tMfr SCHEDULE OF MAIN SWTCHBOARD 'MSBH' (EXISTING) 9.aLt`9wnsuLmcPRO>ECr x ±utaLUiO PKOIE TI.LWAODI RI.ANI BEI%TYA 1407 WeM N11MIJI CrnlCr Drivc OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 MAIN: 400 AMP / 3 POLE MAIN FUSIBLE SWITCH - FUSED '400' AMPERES VOLTAGE: 208/12OV, 30,4 WIRE SPEC: EXSTING AIC MM: EXISTING MAIN: 1200 AMP / 3 POLE MAIN FUSIBLE SWITCH - FUSED '1200• AMPERES VOLTAGE: 208/120V, 30, 4 WIRE dRCUIT FRAME SPEC: EXISTING POLES �� AIC SYMM: EXISTING B PHASE KVA C PHASE KVA DFSIGNATON DESCRIPTIX RCVIT ME BREAKER TRIP POLES FEEDER 3 @ 1 IN 1 -1 4 C A PHASE KVA B PHASE KVA C PHASE KVA NOTES MSBH -1 MSBH -2 PANE 2H 3H,4H r_ ANEL KP 0 0 500 225 3 3 2 SETS OF 1 0 B: 1 2G IN J 4#41/0 6:1 W 3 C C 48.6 136 52.2 12] 57.6 132 120 122 MSBH -3 MSBH -{ PANEL L PANEL a p 10 70 60 3 J I B 1 W 1 -1 4 C 4 k 1 OG IN 1 -1 4 C J k 1 W 1 -1 L C 6.0 4,3 ].8 4.3 ].4 4.3 10.8 MSBH -5 PANEL PE 0 60 3 4 k 1 LOG IN 1 -1 2 C 4.3 4.3 4.3 FEEDER AND FEEDER BREAKER TO REMAIN. MSBH -6 MSBH -7 PANEL PANEL OL 0 0 70 BD 3 3 4 6: 1 W 1 -1 4 C 1 @ 1 IN 1 -1 4 C SO 43 5.0 4.3 5.0 4.3 MSBH -8 COND. WATE UM0 O 150 15 J 3 MSBH -10 MSBH -11 HOT WATER PUMP COOUNG TOWER 1 0 0 20 50 3 3 3 B Q 1 OG IN 3 4 C 1.3 3.9 1.3 3.9 1.3 3.9 MSBH -13 TO0 SPARE 100 50 - 3 3 J B k 1 OG IN 3 4 C - 3.9 - 3.9 - 3.9 - I MOH-15 I SPACE yOgSL 107.2 111.1 11].2 KVA PER PHASE Q EXISTING FEEDER AND FEEDER BREAKER TO REMAIN. _J 925.8 1 J.T5.5 976.7 AMPS PER PHASE TOTAL KVA Q EXISTNG FEEDER WITIi LOAD MODIFIED FOR THIS PROJECT. NOTE'S FOR BRANCH C RCW PANELS OE%ISTNG BRANCH CIRCUIT AND CIRCUIT BREAKER TO REMAIN. OPROVIDE NEW BRANCH CIRCUIT AND CONNECT TO EXISTING SPARE BREAKER AS INDICATED. 3 PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN EXISTING SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. 4 REMOVE EXISTING SPARE BREAKER, PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. OEXISTING BRANCH CIRCUIT WITH LOAD MODIFIED FOR THIS PROJECT. ISSII60 FOK PF3tMfr SCHEDULE OF MAIN SWITCHBOARD 'MSBE' (EXISTING) 9.aLt`9wnsuLmcPRO>ECr x ±utaLUiO PKOIE TI.LWAODI RI.ANI BEI%TYA 1407 WeM N11MIJI CrnlCr Drivc OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 MAIN: 400 AMP / 3 POLE MAIN FUSIBLE SWITCH - FUSED '400' AMPERES VOLTAGE: 208/12OV, 30,4 WIRE SPEC: EXSTING AIC MM: EXISTING ATION DESCRIPTION dRCUIT FRAME BREAKER TRIP POLES �� A PHASE KVA B PHASE KVA C PHASE KVA NOTES 1 DOMESTIC WATER PUMP 100 700 3 3 @ 1 IN 1 -1 4 C 7.5 7.5 7.5 2 3 kMWE-7 LEVATO RS PANEL E 400 200 250 125 S 3 3- 250NCM 6: 1 GIN 2-1 2 C 4 k 1 G IN C 12.0 11.2 12.0 11.8 120 122 5 6 FIRE PUMP SPACE 200 150 J J k 1 W 1 -1 L C 10.8 10.8 10.8 r SPACE BDIESi 41.5 42.1 42.5 KVA PER PHASE Q E%IST NC FEEDER AND FEEDER BREAKER TO REMAIN. 345.8 351.2 350.8 128.1 AMPS PER PHASE TOTAL KVA Qi EXISTING FEEDER WITH LOAD MODIFIED FOR THIS PROJECT. NOTE'S FOR BRANCH C RCW PANELS OE%ISTNG BRANCH CIRCUIT AND CIRCUIT BREAKER TO REMAIN. OPROVIDE NEW BRANCH CIRCUIT AND CONNECT TO EXISTING SPARE BREAKER AS INDICATED. 3 PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN EXISTING SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. 4 REMOVE EXISTING SPARE BREAKER, PROVIDE NEW CIRCUIT BREAKER AS INDICATED, INSTALL IN SPACE IN PANEL AND CONNECT NEW BRANCH CIRCUIT FOR OPERATION. OEXISTING BRANCH CIRCUIT WITH LOAD MODIFIED FOR THIS PROJECT. ISSII60 FOK PF3tMfr IssuBO FDa mNSraucrloN 9.aLt`9wnsuLmcPRO>ECr x ±utaLUiO PKOIE TI.LWAODI RI.ANI BEI%TYA 1407 WeM N11MIJI CrnlCr Drivc OeerlielJ BeecA, Flu.J. 33442 Phone 954.949.2200 F'uY 954949 2201 n re Ccilification ul'fxufl'finti Msq mJ 1311 W NEWPORT CENTER DRIVE DEERFIELD BEACH, FLORIDA 33442 PH. 954.784.0300 FX. 954.784.0301 AA- OW2853 "0 OFI FL IRO PD i `off D b Ti iB30da CONSU-S PR. yYv . MARIAN TOWERS SITE PLAN APPROVAL 1750.5 NORTH BAY RD SUN NV ISLES BEACH, FL 33160 OWNER Y OISIR®UTION DATE 10096 REVIEW p62au T SITE IJGMTING I 09 -OZ -11 RWECT NNMBI 43 -2013 -SCALE- AS NOTED DRAWNBY CHECKEDBY MU BH ORAWIND TMLE ELECTRICAL PANELBOARD SCHEDULES DRAW WG NUMBER E6.1 yy� }QS� S �a a