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08-40-224TYPE: NQOD PANEL "H" (42K AIC) BUS- VOLTS: 1400 A 8V, 30, 4w MTG: SURFACE MAIN: M.L.O CU BUS / GND BUS (2 SECTIONS) LOAD: 67,4 KVA/360V = 187.3 A LOAD COND. WIRE TRIP POLE DESCRIPTION CKT No. CKT No. DESCRIPTION POLE TRIP WIRE COND. LOAD 600 1/2" 10 20 1 STAIR LIGHTS 1 2 STAIR LIGHTS 1 20 10 1/2" 600 600 250 200 10 20 1 STAIR LIGHTS 3 4 STAIR LIGHTS 1 20 10 1/2" 600 700 4 JOCKEY PUMP 12 2.5 6.9 y Wy•u iV•W SUMP PUMP 5 6 TEMPORARY LTS 3#12 8C 1#12(G) — 3/4"C 5 PANEL "H" -- 12 187.3 120/208 1600 700 250 250 12 6 PANEL "HA" -- 58.7 SUMP PUMP 7 8 TEMPORARY LTS 250 225 SEE ELECT. RISER DIAGRAM 7 12 (2) 5HP 12.6 600 1000 1080 10 60 3#6 k 1#10(G) — 1 1/4"C 8 SPACE EXTERIOR LIGHTS (*) 9 10 RECEPTACLE (GENERAL AREAS) -- 250 -- — 10 SPACE 900 1400 -- -- 10 -- -- 10 SPACE EXTERIOR LIGHTS (*) 11 12 LOBBY LIGHTS 11 100 -- -- 12 1 1 700 800 AMPS 12 611.1 FED FROM: FPL XMER ELECT ROOM LTS/RECS 13 14 GROUND FL PKG LTS RECEPTACLES (3RD do 4TH FL 13 14 12 700 900 12 720 600 RECEPTACLE (GENERAL AREA) 15 16 BATH LTS (3RD FL) 15 12 ROOF RECS 700 1400 1/2" 10 20 1 INTERMEDIATE PKG LTS 17 18 10 20 12 17 18 700 1400 1/2" 10 12 720 900 19 20 EF -4 (***) 3 40 8 3/4" 6300 1400 1/2" 10 TEL. BKBD 4TH FL 21 22 720 800 __ 1400 1/2- 10 ELEVATOR CAB LTS 21 EXTERIOR LTS (*) 23 24 -- -- -- 500 1/2" 10 20 1 EXTERIOR LTS 25 26 GROUND FL PKG LTS 1 20 ELEVATOR CAB LTS 23 3/4" 1800 -- -- -- SPARE 27 28 12 ELEVATOR MACH. RM RECS 3/4" 1080 -- -- -- 10 696 29 30 12 ELEVATOR MACH. RM LTS 27 3/4" 1400 -- -- -- -- -- -- 696 31 32 MAIN TEL. BKBD EXH. FAN #9 (**) 12 1/2" 720 900 1/2" 10 20 1 GENERAL RECEPTS 33 34 MAIN CAN BKBD 1 EXH. FAN #10 (**) 720 300 1/2" 10 20 1 EF -6 do EF -7 35 36 FRCP (**) 1EXH. FAN #12 (**) 720 6300 3/4" 10 40 3 EF -1 (***) 37 38 EF -2 (***) 3 40 8 3/4" 6300 -- -_ -- -- 36 ELEVATOR CU (**) 39 40-- 10 3/4" 2000 800 -- --- -- -- AHU (**) 41 42-- -- -- -- -- 200 1/2" 12 20 1 EF -5 (***) 43 44 2ND PKG LTS (*) 1 20 10 1/2" 1400 1400 1/2• 10 20 1 BASEMENT PKG LTS 45 46 2ND PKG LTS (*) -- -- -- -- 400 1/2- 12 1400 1400 1/2" 10 20 1 BASEMENT PKG LTS 47 48 BASEMENT PKG LTS 800 800 1/2" 12 20 1 EWC (4TH FL) 45 1000 6300 3/4" 8 40 3 EF -3 (***) 49 50 SPACE - — -- --- -- -- -- -- -- -- 47 48 51 52-- -- -- -- -- 53 54 3RD FL. CORRIDOR LTS. 49 50 3RD FL PKG LTS. -- -- -- -- -- SPACE 55 56 SPACE --- -- -- -- -- -- -- -- -- -- 52 EF -13 (**) 57 58 1600 59 60 4TH FL. CORRIDOR LTS. 53 -- -- -- -- -- -- -- -- -- 61 62 - -- -- -- -- 63 64 1000 --- -- -- -- -- 65 66 57 58 EF -16 (**) -- 67 68-- -- -- 59 60 -_ -- -- -- -- 69 70 -- -- -- -- -- -- -- -- -- -- -- -- 71 72 -- -- 63 64 1. (*) ON — TIME CLOCK 2. (**) PROVIDE LOCK—ON RED BREAKER 3. (***) PROVIDE HACR TYPE BREAKER 4. (Il]) CIRCUITS THRU A/C—D/C INVERTER TYPE: 5Q'D I—LINEDISTRIBUTION PANELI "DP" BUS: G800A20/2D8V, 30, 4W MTG: SURFACE CU BUS /GND BUS (65K AIC) TYPE MAINS: 3P -800A M.C.B , (SERVICE RATED FOR 65K AIC) CKT No. EQUIPMENT DESIGNATION HP KVA AMPS VOLT P FRAME TRIP FEEDER 1 ELEVATOR (*) 30 33.1 92 208 3 250 200 3#3/0 do 1#6(G) — 2 1/2"C 2 ELEVATOR (*) 30 33.1 92 20 12 1/2- 1600 250 200 3#3/0 do 1#6(G) — 2 1/2"C 3 DOMESTIC WATER PUMP (2) 5HP 12.6 35.0 TEMPORARY LTS 4RD FL) • Y u • V 100 60 3#6 & 1#10(G) — 1 1/4"C 4 JOCKEY PUMP 1-1/2 2.5 6.9 y Wy•u iV•W r 4ruvv 3RD do 4TH FL CORR RECS 100 20 3#12 8C 1#12(G) — 3/4"C 5 PANEL "H" -- 67.4 187.3 120/208 1200 1080 250 250 SEE ELECT. RISER DIAGRAM 6 PANEL "HA" -- 58.7 162.4 120/208 7 250 225 SEE ELECT. RISER DIAGRAM 7 DUAL PUMP (2) 5HP 12.6 35.0 208 1080 100 60 3#6 k 1#10(G) — 1 1/4"C 8 SPACE __ -- -- -- -- 250 -- — 9 SPACE -- -- -- 100 -- -- 10 SPACE -- -- 11 100 -- -- LOAD 220.0 FEEDER: SEE ELECTRICAL RISER DIAGRAM AMPS 600 611.1 FED FROM: FPL XMER (*) PROVIDE SHUNT TRIP BREAKER INTERLOCKED WITH HEAT DETECTORS FOR SHUNT—TRIPPING TYPE: NQOD PANEL °HA• (22K AIC) VOLTS:BU120/208V, V, 30, 4W MTG: SURFACE MAIN: M.L.O CU BUS / GND BUS (2 SECTIONS) LOAD: 65.1 KVA/360V = 180.8 A LOAD COND. WIRE TRIP POLE DESCRIPTION CKT No. CKT No. DESCRIPTION POLE TRIP WIRE COND. LOAD 1200 -- -- 20 1 SPARE 1 2 TEMPORARY LTS (3RD FL) 1 4 N 20 12 1/2- 1600 1200 -- -- 20 1 SPARE 3 4 TEMPORARY LTS 4RD FL) • Y u • V •FiY • 10 1/2" 1600 1080 1/2" 12 i y Wy•u iV•W r 4ruvv 3RD do 4TH FL CORR RECS 5 6 SPARE -- -- 1200 1080 7 a SPARE -- -- 1200 1080 9 10 BATH RECS (4TH FL) 1 10 1/2" 720 1080 BATH RECS (3RD FL) 11 12 BATHROOM LTS (4TH FL) 600 900 RECEPTACLES (3RD do 4TH FL 13 14 ROOF RECS 720 600 BATH LTS (3RD FL) 15 16 ROOF RECS 720 200 10 20 ROOF WORKING LTS 17 18 TEL. BKBD 3RD FL 12 720 900 WARNING LTS 19 20 TEL. BKBD 4TH FL 720 800 ELEVATOR CAB LTS 21 22 CATV BKBD 3RD FL 720 800 ELEVATOR CAB LTS 23 24 CAN BKBD 4TH FL 720 500 12 ELEVATOR MACH. RM RECS 25 26 EXH. FAN #8 (**) 10 696 200 12 ELEVATOR MACH. RM LTS 27 28 SPARE -- -- -- 696 10 EXH. FAN #9 (**) 29 30 SPARE -- -- -- 696 EXH. FAN #10 (**) 31 32 INSTA—HOT 2 30 1 10 3/4" 4200 696 1EXH. FAN #12 (**) 33 34 -- -- -- 696 EXH. FAN #11 (**) 35 36 ELEVATOR CU (**) 2 30 10 3/4" 2000 800 12ELEVATOR AHU (**) 37 38 -- -- -- -- 10603 —1/4 4 70 2 RTU #13 (**) 39 40 RTU #14 (**) 2 70 4 —1/4 10603 -- __ _— -- 41 42 -- -- -- -- 400 1/2- 12 20 1 EWC (4TH FL) 43 44 EWC (3RD FL) (111) 1 20 10 1/2" 800 800 1/2" 12 20 1 EWC (4TH FL) 45 46 EWC (3RD FL) (III 1 10 11/2' 800 1600 3RD FL. CORRIDOR LTS. 47 48 2ND FL. PKG LTS 1375 1600 3RD FL. CORRIDOR LTS. 49 50 3RD FL PKG LTS. 696 1600 4TH FL. CORRIDOR LTS. 51 52 EF -13 (**) 1600 4TH FL. CORRIDOR LTS. 53 54 EF -14 (**) 1000 2ND FLOOR PKG LTS 55 56 EF -15 (**) 1000 2ND FLOOR FKG LTS 57 58 EF -16 (**) -- -- -- -- -- 59 60 61 62 __ -- -- -- -- -- -- -- -- -- 63 64 -- __ 65 66 -- -- -- -- -- -- -- -- -- -- 67 68 -- -- -- -- -- 69 70 — — -- -- -- __ 71 72 -- -- — 1. (**) PROVIDE HACR TYPE BREAKER 2.($) CIRCUITS THRU A/C—D/C INVERTER LOAD ANALYSIS BASED ON 120/208V, 30, 4W 1) MAIN 1 OF 4: DISTRIBUTION PANEL "DP": = 220.0 KVA/360V = 611.1 A II) MAIN 2 OF 4: TENANT GUTTER "T" o.) RETAILS #107 & #108: 2880 SOFT X 16W/SQFT = 46,080 VA b.) RETAILS #103: 7500 SOFT X 30W/SQFT = 225,000 VA (FUTURE RESTAURANTS) = 271,080 VA/360V = 753.0 A III) MAIN 3 OF 4: METER CENTER #1: 15,949 SOFT X 16 W/SQFT IV) MAIN 4 OF 4: METER CENTER #2: 15,949 SQFT X 16 W/SQFT V) FIRE PUMP (30HP) = 255,184 VA = 255,184 VA/360V = 703.8 A = 255,184 VA = 255,184 VA/360V = 703.8 A 33.1 KVA 33.1 KVA/360V = 92.0 A ii•y i•r • • N N • V V y r V v I ••• • Y Y Y W • N • y • i{ u• r" • V y V t • V W V • y V • r 4 N U Y • WrN • V V V i • 4 W• V y r V V y W v Y4Yr i{•rN N Wy • Y u • V •FiY • i . Y 4 i y Wy•u iV•W r 4ruvv u CITY OF SOUTH i f�?I,AP4I BUILDI't4 F?EPT. ELECTT RICAL S'"CTi©N A,PPI`:OVCD DY:�� DATE: 4- 7 _ ar 0 I. ARCHITECTURE INTERIOR DESIGN PLANNING SEAL MONEY J. MATEU AM 0008220 JMM CONSULTING ENGINEERS, LLC M.E.Q. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINEERS STRUCTUMAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 RISTORINO & ALAM CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4TH FLOOR MIAMI, FLORIDA 33143 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU ARCH I TECTURE INC THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISEPROVIDED FOR BY CONTRACT THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT IE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ENGINEERS OF RECORD PHASE PERMIT DRAWINGS FILE NAME: E-203.DWG PROJECT NO: MA0605 DRAWN BY. JMM CHECKED BY: JMM ISSUE DATE' DECEMBER 10, 2007 REVISIONS !.Y:I�iillrl�: PANEL SCHEDULES SHEET: OF: E-203 fa 19