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Home My WebLink AboutPLANSu PLANS PREPAIR BY: AUSTEN ENTE Austen Elddtric Inc. & ISES INC. R� us n Airconditioning Inc. 2369 W)ESW33016 8th STREET HIALE2H Offi Fad EC 13001529 JC SHAWN CR EC 13004175 RICHARD A. RRY CAC 1817770 RICHARD A URRY 305 805 8166 305 8,�-8��90 SCANNED BY St. Lucie County PROJECT NAME CITY SET �9 .,6 DATE:J�p—' EL.EC:_Cs-- 7 DATE-� ` DATE: wcl :__� DATE: HUTCHINSON ISLAND CLUB 10410 S OCEAN DRIVE ST LUCIE COUNTY FL, 34957 FILE COPY. EXISTING POWER RISER DIAGRAM N.T.S. TO ELEVATOR EQUIP 1 "C 1 "C 3-#4AL �i 3-#4AL 1-#8 GND Cu I 1-#8 GND Cu 6a 3 60 3 60 60 600V 600V 30 3(d- I CAR 1 CAR 2 1 3-#"C4AL 1 C 1- #8 G ND Cu 3- # 4AL 1-#8 GND Cu Existing 1 C. Existing 3-#4AL 1 11c 1- # 6 GND Cu 3-# 4AL � 1- #8 GND Cu PANEL EL EXISTING Existing Elevator Panel EM1 Existing Elevator Panel N1 ATS 91 To Remain as is EXISITING To Remain as is 208/120V Elev 1 60 amp Elev 2 65 amp 30 480v 3 Phase 480v 3 Phase L EM N ATS 1 NATIONAL ELECTRIC CODE 2011 TO EXISTING BUILDING GENERATOR — CARS 1-3 TO ELEVATOR EQUIP GFI RECEPTACLE PNL EMP CIR 12 112"C3#12 THHN EXISTING TO REMAIN REUSED EXISTING CIRCUIT 1/2 "C 2- # 12 1-#12 GND Cu OF 1. REPLACE (3) MAIN LINE SAFETY SWITCH. 2. REPAIR / REPLACE (3) CAB CAR SAFETY SWITCH. 3. REPLACE (1) GFCI IN PIT ROOM. 4. REPLACE (1) GFCI IN ELEVATOR ROOM, 5. REPLACE LIGHTS IN PIT ROOM. 6. REPLACE LIGHTS IN MACHINE ROOM. 7. A/C CONNECTIONS \`\\`01G . I C uR GeNSe �j�///i 0: 11529 , x ;mom IxrrI Zz AUSTEN ELECTRIC INC. 2369 WEST 78 STREET HIALEAH FL. 33016 305-805-8166 305-805-8190 FAX EC 13001529 EC 13004175 HUTCHINSON ISLAND CLUB 10410 S OCEAN DRIVE ST LUCIE COUNTY FL, 34957 DATE 6/26/17 NTS 1 3/4 "C 3-#8 1-#10 GND Cu 60 340 600V 30 CAR 1 3/4 "C 3- # 8 1 "C 1-#10 GND Cu 3- # 3 1-#8 GND Cu Existing 1 'C 3-#4AL 1- # 8 GND Cu Existing Elevator Panel EM1 To Remain as is Elev 1 60 amp 480v 3 Phase NATIONAL ELECTRIC CODE 2011 TO ELEVATOR EQUIP NEW ATS #2 100 AMP L 3 R! 480 V IM NEW POWER RISER DIAGRAM N.T.S. INSIDE MACHINE ROOM 3/4 "C 3-#8 1-#10 GND Cu 6& 3 40 600V 30 CAR 2 NEW - 1 "C 3-#3 1- #8 GND NEW I 1 "C 3- # 3 1-#8 GND Existing 1 "C 3-#4AL 1-#8 GND Cu "'ING Existing Elevator EXIF Panel N1 To Remain as is Elev 2 65 amp L EM N ATS 1 TO EXISTING BUILDING GENERATOR 480v 3 Phase CARS 1-3 ATS#2 THE PURPOSE OF THIS ATS IS TO PROVIDE SEQUENTIAL LOWERING OPERATION IN THE EVENT OF A POWER rTAIVLilJ NO HEAT OUTAGE AND TO PROVIDE WIRELESS EMERGENCY POWER TO T BOTH ELEVATORS. ONLY ONE ELEVATOR WILL RUNNING ON EMERGENCY POWER AT A TIME BY MEANS 1/2" C 5 # 12 THHN OF ELEVATOR CONTROLLER OPERATIONS vzWC 30 3-# 12^ 320 1/2 "C LLL, 2-#10 1-#10 GND Cu New 10 KVA TRAN 180 1208 10 New 6 CT PNL LV 120 / 208 1 AI #10 GND Cu NEW 3/4 "C 3-#8 1-#10 GND Cu 1 /2"C 5#12 CT. 2,4 JB 4X4 TO ELEVATOR EQUIP A/C RISER DIAGRAM OUTSIDE MACHINE ROOM 30 320 ACU C5#12 THHN N3R GFIRECEPTACLLE PNL EMP CIR 12 1/2"C3#12 THHN EXISTING TO REMAIN REUSED EXISTING CIRCUIT M IM NEW 1/2 "C 2-# 12 1- #12 GND Cu existing JB I .7l 1. REPLACE (3) MAIN LINE SAFETY SWITCH. 2. REPAIR/REPLACE (3) CAB CAR SAFETY SWITCH. 3. REPLACE (1) GFCI IN PIT ROOM. 4. REPLACE (1) GFCI IN ELEVATOR ROOM. 5. REPLACE LIGHTS IN PIT ROOM. 6. REPLACE LIGHTS IN MACHINE ROOM. 7. A/C CONNECTIONS G; ANo: 1152�9 3 ST TE Opt` N (R %'`%k\N ii�x/SS�ONA 1 E�0 N G\�� AUSTEN ELECTRIC INC. 2369 WEST 78 STREET HIALEAH FL. 33016 305-805-8166 305-805-8190 FAX EC 13001529 EC 13004175 HUTCHINSON ISLAND CLUB 10410 S OCEAN DRIVE ST LUCIE COUNTY FL, 34 557 DATE 6126/17 NTS E2 FEED FRC EL CT 9.1 ATS 2 TRAN PNL LV FBC 2014 5th edition NATIONAL ELECTRIC CODE 2011 PE OF 1. REPLACE (2) MAIN LINE SAFETY SWITCH. 2. REPAIR / REPLACE (2) CAB CAR SAFETY SWITCH. 3. REPLACE (1) GFCI IN EACH PIT ROOM. 4. REPLACE (1) GFCI IN ELEVATOR ROOM. 5. REPLACE LIGHTS IN EACH PIT ROOM. 6. REPLACE LIGHTS IN MACHINE ROOM. 7. A/C CONNECTIONS AUSTEN ELECTRIC INC. 2369 WEST 78 STREET HIALEAH FL. 33016 305 805-8166 305-805-8190 FAX EC 13001529 EC 13004175 HUTCHINSON ISLAND CLUB 10410 S OCEAN DRIVE ST LUCIE COUNTY FL, 34957 DATE 6/23/17 NTS E3 Service 100 amps Panel EL Bus: CU Main: Breaker Volts: 2081120 Circuits: 16 3 phase 5 wire Ground # 8 Cir# Description Brkr Wire KwA KwB KwC PH PH -KwA KwB KwC Wire Brkr Description Cir# 1 FACP 20 12 .4 A A Space 2 3 Stair well lights 20 12 .9 B B Space 4 5 Stair well lights 20 12 .9 C C Space 6 7 Lobby lights 20 12 .9 A A Space 8 9 ELEV PIT GFCI 20 12 4 B B Space 10 11 ELEV PIT LIGHT 20 12 ,9 C C Space 12 13 SUMP PUMP 20 12 .9 A A Space 14 15 S ce B I e I Space 16 2.2 2.2 1.6 Total Connected Load KW 10.8 X1000=10800/360= 30A Service 60 amps Panel LV Bus: CU Main: Breaker Volts: 208/120 Circuits: 6 3 phase 5 wire Ground # 8 Cir# Description Brkr Wire KwA KwB KwC PH PH KwA KwB KwC Wire Brkr Description Cir# 1 CAB LIGHT CAR 1 20 12 .9 A A .9 12 20 MACHINE RM GFCI 2 3 CAB LIGHT CAR 2 20 12 .9 B B 4 5 A I A 6 2.2 2.2 1.8 1.9 1.8 .9 Total Connected Load KW 2.7 X1000=2700/360=TSA COPE OF WO 1. REPLACE (2) MAIN LINE SAFETY SWITCH. 2. REPAIR/REPLACE (2) CAB CAR SAFETY SWITCH. 3. REPLACE (1) GFCI IN EACH PIT ROOM. 4. REPLACE (1) GFCI IN ELEVATOR ROOM. 5. REPLACE LIGHTS IN EACH PIT ROOM. 6. REPLACE LIGHTS IN MACHINE ROOM. 7. A/C CONNECTIONS AUSTEN ELECTRIC INC.. 2369 WEST 78 STREET HIALEAH FL. 33016 305-805-8166 305-805-8190 FAX EC 13001529 EC 13004175 HUTCHINSON ISLAND CLUB 10410 S OCEAN DRIVE ST LUCIE COUNTY FL, 34957 DATE 6/23/17 NTS E4 CONDENSER AIR HANDLER MFG:REHEEM MGF:REHEEM RA1336AD1NB RH 1 P3617STAN DA BTU :36 000 NO HEAT MAX BREAKER :30 AMP MAX BREAKER: 15 AMP COPPER LINES CFM : 1148 3/4 & 3/8 SEER 15 ATTACHED SEE WIND LOAD CALCULATION FOR CONDENSER & CONDENSER STAND MOUNTING BY ENGINEER. T 12" ROOF LEVEL Ms sw N.TS. FLOAT SWITCH 1148 CFM A/H DRAIN PAN WELDED ALUMINUM STAND V WATER LEVEL MONITORING 3/4 PVC DEVICE AS PER DRAIN TO ROOF DRAIN FBCM 307.2.3.1 CONDENSATION LOCATED ON WALL - BRACKET ON ROOF DUCT SCHEDULE N/A OPEN RETURN HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR X FIRE DAMPER X SMOKE DAMPER X FIRE RATED ROOF / FLOOR X FIRE RATED ENCLOSER X FIRE STOPPING X SMOKE CONTROL X NO HEAT LOAD REQUIRED SEE 101.4.8.5 FBC SEC. 13.101.5.7 ELECTRICAL EQUIPMENT SWITCHING BUILDING WHICH PROVIDE SPACE CONDITIONING FOR EQUIPMENT ONLY IN WHICH NO OPERATOR WORKS ON A REGULAR BASIS. SCOPE OF WORK 1. INSTALL 1(3) TON SPLIT SYSTEM IN ELEVATOR MACHINE ROOM. J F AUSTEN A/C INC. 2369 WEST 78 STREET HIALEAH FL.33016 305-805-8166 305-805-8190 FAX CAC 1814568 HUTCHINSON ISLAND CLUB 10410 S OCEAN DRIVE ST LUCIE COUNTY FL, 349 77 DATE 6/29/17 NTS IM 1 3/8" COPPER LIQ. LINE 3/4" PVC DRAIN LINE !i 3/4 COPPER 1) 12" DRAIN TO EXISTING STORM WATER RUN OFF Roof Drain Connection Detail drain PE OF WORK 1. INSTALL 1(3) TON SPLIT SYSTEM IN ELEVATOR MACHINE ROOM. AUSTEN A/C INC. 2369 WEST 78 STREET HIALEAH FL.33016 305-805-8166 305-805-8190 FAX CAC 1817770 HUTCHINSON ISLAND CLUB 10410 S OCEAN DRIVE ST LUCIE COUNTY FL, 34957 DATE 6/26/17 NTS I M2 MIAMI TECH INC. ALUMINUM WALL BRACKEI�SUPPORTS ` 3611 NW 74TH STREET, MIAMI, FL 33147 CROSS BRACE STIFFENER ANGLE, SEE DESIGN SCHEDULEFOR \\� \� REQUIREMENTS �� \\\\ FRONT ANGLE, TYP I I � � I ° NUMBER OF I BRACKETS PER f DESIGN SCHEDULE \ ADD FELT PAPER TO a SEPARATE UNIT FROM ° BRACKET m INTERSECTING BRACKETS SHALL BE WELDED WITH 3/6" FULL PERIMETER IT FILLET, TYP. MULTI -BRACKET - 1 ALUMINUM WALL STAND f 1 N.T.S. ISOMETRIC VIEW 3 ANCHOR TO HOST ITT STRUCTURE 3 CROSS BRACE re�c/r 6s ° STIFFENER ANGLE, G.1� Q EC1 S V \ �pACj4'GJ LL SCHEDULESFOR REQUIREMENTS A R t /-(UNIT WIDTH)--� LMAX WEIGHT PER DESIGN F SCHEDULE (UNITS PER SEPARATE CERTIFICATION) BL j (BRACKET LENGTH) 5" 5„ TYP. TYP. ADD FELT PAPER TO CJ° SEPARATE UNIT FROM BRACKET (e e,_ 4, pryf� �Hj < (1)-%" BOLT OR 3/16" FULL PERIMETER FILLET WELD AT FRONT ANGLE AND CROSS BRACE STIFFENER �- MEMBERS. TYP. NOTE: WALL BRACKET SUPPORTS AS ILLUSTRATED HEREIN ARE NOT INTENDED FOR ROOF -TOP MOUNTING CONDITIONS OR ZONE 5 WALL CONDITIONS. THIS DESIGN SHALL NOT BE USED AT PARAPETS, ANY PART OF THE BUILDING THAT EXCEEDS THE FINISHED ROOF ELEVATION, OR ANY WALL ZONE WITHIN 10% OF THE SHORTEST BUILDING DIMENSION PER ASCE 7-10. EXISTING HOST STRUC. TABLE, URE PERBY OTHERS. ANCHOR TABLE, BY OTHERS. (2)-1" WIDE x 14GA (0.070") / ASTM A-653 Fu=90KSI GALV STEEL ANGLE (CUTD-1 BY MIAMI TECH) OR (2)-1" WIDE . 0.088"THICK 5052-H32 ALUMINUM CLIPS (CUTD-2 BY • ' m = MIAMI TECH). UTILIZE (2) w_ Uw' MIN. PER CORNER. FASTEN CLIP VERTICAL LEG TO 22 GA IT Y utm HOUSING WITH (4) #14 SAE --- • O GRADE 2 MIN. SHEET METAL - - w m SCREWS PER CLIP. FASTEN CLIP HORIZONTAL LEG TO • HORIZONTAL BRACKET WITH (1) #14 SAE GRADE 2 MIN. • SHEET METAL SCREW CENTERED ABOUT LEG. L3"x5"x 16 6061-T6 MIN. ALUMINUM SUPPORT BRACKETS, TYP. SEE ANCHOR SCHEDULE ALUMINUM WALL STAND PER FOR LEGUITYP. Z . 1 N.T.S. SECTION VIEW -3 --4 (I) %" BOLT = 3/ OR 3/16" FULL m PERIMETER FILLET WELD AT FRONT cYi _ AN CROSSSS BRACE ACEE �pBRAC/T TYP ANGLE MEM RSENER TYP //' 2-BRACKET <FaI /Vlg4 MEMBER ALUMINUM WALL STAND ' 4 DETAIL 1 N.T.S. ISOMETRIC VIEW 1 N.T.S. SECTION VIEW ANCHOR SCHEDULE: SUBSTRATE ANCHOR %'TO CARBON STEEL POWERS WEDGE BOLTS WITH %V SAE WASHER, 3Y," FULL CONCRETE: EMBED TO NON -CRACKED CONCRETE, 4" (SY4" THICK MIN, 3000 PSI MIN.) MIN. EDGE DISTANCE, SPACING AS ILLUSTRATED IN ELEVATION/SECTION. "O CARBON STEEL POWERS WEDGE GROUT FILLED CMU: BOLTS WITH 3/"0 SAE WASHER, 3Y2" FULL (SHALL CONFORM TO ASTM C90) EMBED TO GROUT FILLED BLOCK, 12" MIN. EDGE DISTANCE, SPACING AS ILLUSTRATED IN ELEVATION/SECTION. I/a"O CARBON STEEL WOOD LAG SCREW WOOD: W/ )'z"0 SAE WASHER, 2" MIN. THREAD (G=0.55 MIN.) PENETRATION TO WOOD HOST, 3/4" MIN. EDGE DISTANCE, SPACING AS ILLUSTRATED IN SECTION. I. tMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. INSTALL ALL ANCHORS PER MANUFACTURER'S SPECIFICATIONS. 4. PRE -DRILL WOOD LAGS TO AVOID SPLITTING OF WOOD MEMBERS. CONFIGURATION TYPE BRACKET DIMENSIONS MAX UNIT DIMENSIONS ANCHORS MAXIMUM TOTAL UNIT WEIGHT UTILIZE STIFFENERS FOR INSTALLATIONS WITH THE FOLLOWING NUMBER OF BRACKETS BL BS BH BD IX CITY" PER BRACKET LEG S (NUMBER OF BRACKETS) (2 3 4 5 W H AW8143036-WLR24 30.1 24 " 36 " ±q7 ^ ±40° 30 " 30 " (5) 6 " 550 LB 1100 LB 1650 LB 2200 LB 2 BRACKETS ONLY AWB143636-WLR30 36" 30' 36" ±50" ±45° 36" 38" (5) 6" 550 LB 1100LB 1650LB 2200 LB 2BRACKETS ONLY AWB144836-WLR36 48" 36" 36" ±60" ±53° 48" 45" (5) 6" 550 LB 1100LB I 1650LB 2200 LB 2&3BRACKETS MAXIMUM ALLOWABLE I DESIGN PRESSURES: I 9130JI 5 VAUD FOR VJ DONLYWRHRNS GINEER SE U `c DESIGN NOTES: ZLOrym Sao f1 r®r^ LL DESIGN PRESSURES CALCULATED FOR USE VJ ^T F W ^ O WITH THIS SYSTEM SHALL Be DETERMINED SEPARATELY ON A JOB -SPECIFIC BASIS IN ui w 11 7 LL U m ACCORDANCE WITH THE GOVERNING CODE i Z W W 2 X: z USING ASD METHODOLOGY. SITE -SPECIFIC PRESSURE Q> UZ� w E w REQUIREMENTS AS DETERMINED IN J a a w ° ACCORDANCE WITH ASCE 7-10 AND CHAPTER o Z` y e ° g0 16 OF THE FLORIDA BUILDING CODE FIFTH Z X ry O o w EDITION (2014) SHALL BE LESS THAN OR W W .-I Uz EQUAL TO THE LATERAL AND UPLIFT DESIGN w m 3 m PRESSURE CAPACITY VALUES LISTED HEREIN FOR 3 ANY ASSEMBLY AS SHOWN. w Z z o W GENERAL NOTES: € < 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN Arm RnANrE wr - . LGU14) rUn Uct WIIMIN AND OUTSIDE THE HVHZ. RITERIA BEYOND AS STATED HEREIN MAY ADDITIONAL SITE -SPECIFIC SEALED RING. - ARCHITECT/ENGINEER OF RECORD FOR THE SUPERSTRUCTURE WITH WHICH THIS DESIGN IS ALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL ING SURFACES TO THIS DESIGN WHICH SHALL BE U IATED BY THE PERMITTING CONTRACTOR. z (1MUM DIMENSIONS AND WEIGHT OF A/C UNIT Cl )NFORM TO SPECIFICATIONS STATED HEREIN. ARATE I --I rii w z SPECIFIC' SEALED ENGINEERING ^ o w REQUIREDRED IN DEVIATE FROM LOADS, v u) _ NUM MEMBER SPANSPANS CONTAINED TAINED HEREIN. _ M < n ID HEREINSYSTEM DETAILED Lu ¢ s Z T PROVIDE NFORMATIONFOR A SPECIFIC SITE. CONDITIONS H W LL^ w g DIFFERENT FROM THE CONDITIONS n HEREIN, A LICENSED ENGINEER OR REGISTERED ~ S o E V T SHALL PREPARE SITE SPECIFIC DOCUMENTS IN CONJUNCTION WITH THIS DOCUMENT. m H Z < = I W Z Q H. FASTENERS TO BE 3% 0 OR GREATER SAE GRADE NOTED o. OTHERWISE. FASTENERS SHALL BE D 2: -PLATED OR OTHERWISE CORROSION -RESISTANT Q m AND SHALL COMPLY WITH "SPECIFICATIONS ly 1INUM STRUCTURES" SECTION J.3.1 BY THE M ASSOCIATION, INC., cc & ANY APPLICABLE STATE, AND/OR LOCAL CODES. G ALUMINUM EXTRUSIONS SHALL BE 6061-T6 OR WITH GTH IN HEREIN IACTOR IS RESPONSIBLE TO INSULATE ALL DISSIMILAR MATERIALS TO PREVENT L GROUND, WHEN REQUIRED, TO BE TALLED BY OTHERS. ALL MECHANICAL (CLEAR SPACE, TONNAGE, ETC) SHALL BE �TURER RECOMMENDATIONS AND ARE THE & 15-2858 AUUI DUNAL LERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 14. ALTERATIONS, ADDITIONS OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE �T THIS CERTIFICATION. ClLfll