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HomeMy WebLinkAboutBuilding PlanslVX601SnNMNT& OMED & MAINT GRAPHIC SCALE 40 0 a 40 139 160 1,OA1'1 ., + IN FEET ZONING: Aft-1 I inch = 40 fL LAND USE. RU 1b H'W"X _ + SAY I BAY 2 SAY 3 1 WARP -HOUSE 2,400 8,F, 9WIding t- 40' 40' I I STORY C8HSIJIL DING TOTAL GROSS FLOOR 14,400SY, 2,400 S,F. APPROX. FFE - 24.00 NEW § IMF - F I + + + t Cow. END & ell CULVERT PM UYINCAL) KW;F, aAcKrLaW PREVENTORAND 'S V" L WAVIER M 81 10 HIGH PENCENVALL ON NORTH SIGE ONLY. E ETER FOR POTABLE 60.4 OF SERVICE WATER SERMC5 I.NhLSGAPc TO BB ON OtIt53Of F,7'C' OFS17E R* WTOR FOR iMMATI,0N 7,5ADJUSTMENF "N' NLW as Mete ......... . - . ..... TRUCK WHEE i. PATH AN a G "No PiLUNf, FUTUR NCR. PAD ARON CANOPY CNG C M 7 PR -4A PRE-FAB z , 1 14 TO EWNO-- Y �;_ �i I IOU CMCRETE Min. R CTPJCA Q� STOP U0 K. W__ TMO R zz . VICINITY MAP ZNEW STRU" EXISTING 130 SQ. PT. iEW PRE-FAS DIESE� CGBCREiE STOP m0c.- DISPERSER 0IMR60M% MATCHROEXISMTO NW s(,0 itW e DM z 2.96 Ac. Total Site Area 128,771 s.f. RVOT Ewo 14,530 SS. .33 Ac. (11.28%) DRY OETENRON AREA u BuildingArea OL"PSTP. ICr -0 L� Paved Area (Asphalt) 77,872 s.f. 1.81 Ac. (60.47%) "D M Paved Area (Concrete) 6,966 sf. 0.14 Ac. (5.40% 9-3. le 3 27' EWALE Total Impervious 49,368 s.f. 2.28 Ac. (77.17%) ap Total Pervious 29,403 sf. 0.68 Ac. (22.83%) OP Existing Pavement and Curbing to Remain g", HALT) C.L.F.ry�ARREMd BuildingArea .33 Ac. (11.18%) 14,440 s.f. 18,956si. 1.81 Ac. (61.32%) 1 21' Gas Meter Paved Area (Asphalt) zN 6,010 s.f. 0.14 Ac. (4.67%) Paved Are a (Concrete) New CNG Comp Existing Station Canopy Above Chain Link Fence Total Impervious 9%368 s.f 2.28 Ac. (77.17%) , H 0 61� Existing Concrete Pad to Remain gh 29,403 s.f. 0.68 Ac. (22.83%) MANUFACTURING Total Pervious R. + 30 + d Existing Diesel Dispenser Existing Concrete Stop Block To Remain Purpose ofMin"Adjustment - Installation of compressed natural gas refueling station including 5'Add!d ZONING: tH ROW < equipment storage tanks, utility building, and concrete slab. :,4z Parkin Information LAND USE: mxDRom.i ha,ham. b Warehouse (2,400 s1/2 spaces per 1,000 s.f.) 3 spaces + . . .... ....... General Office (2,400 s1 /5 spaces per 1,000 sf, 12 spaces A Parking Required 15 Spaces Parking Provided 20 spaces H.C. Required/Provided I - - ------------- 4'- g Existing Zoning - IL 1XI sti, - zgn em n� Land Use - MXD Pad Building Setbacks - Front 25, Side 1W, Rear 20 New Concrete P New Pre -Fab Concrete Stop Block Style, Dimensions and Constructionto Match Existing lectr1 1 Base plan provided by BPEC, Inc., 6191 W. Atlantic Blvd., Suite 2, Margate FL, 33063 -Eical Ro Ro in -New Structu e 130 Sq. ft Fueling Station, approved under Growth A —Existing Diesel Dispenser original Development Plan Port Consolidated, Inc. -Compressed it Storage Vessel Management Order 05-014, May 16,2005, by Engineering, Design & Construction, Fort Pierce, Florida34950 V i, qi and Sewer Provided by Fort Pierce Utility Authority -water + 15'Lanciscape Strip — • MESON + �4d Truck Wheel Path IM11 X P Existing Pavement and Curbing to Remain &Owl BUTTER tp + 25' (D ............ 7771 16XW SIGN MANTSNANCEEASENONT . 0 &MA�TAIRGDBY0VNMR . k --- _-------- WNPST Area of Site Plan Adjustment 1" 2W CATCH BASIN (24'CONC.) Rim ELEVATION %L39 (DRIVE.) I > L 1-a --------------- ------------------- EXI NG 305 WM -4- Da_ CONC. 4_1 01 M-FDIAN 12' MEDIAN EXISTING PVC C900 FM ORANGEAVENUE (18TSTATE OWNED & MAINTAINED ROW) FIELD W./PG. Oft ...................OG%0:l ..................... ..... BPI�ANMNG t LANDSCAPE ARCHITECTU RE .. ...... ...... .......... .. ....... ........ low* 100 AVZNU9 A surrm 24 REVISIONS— Sy DAIE Add enlargement area and SAddtl ROW ..... ......... . ...... .......... ........... .......... ............ ...... . ..... ... ...... .. ....... ........ .......... LEGAL DESCRIPTION: BEGINNING A P6t t7 OATWE-STERLY LINE OF JENKINS ROAD (28' f0stwide] ATA POINT DISTANT 418.84 FEET NORTHWARDLY FROM THE NORTHERLY LINE OF ORANGE AVENUE (I %F feet Wide) AND EXTENDING* t) NOO'"61"E, IN AND ALONG THE SAID LINE OF JENKINS ROAD, 200.00 FEET TO A POINT; THENCE 2) S8904122-W, 691.27 FEET TO A POINT; THENCE 3.) $00*05'03'W, 621.68 FEET TO A POINT IN THE NORTHERLY LINE OF ORANGE AVENUE: THENCE 4) NW3933IE, IN AND ALONG THE SAID NORTHERLY LINE OF ORANGE AVENUE, 25.00 FEET TO A POINT: THENCE 64 W-0603-E, 421.68 FEET TO A POINT, THENCE 6.) N89-41-2rE, 393.27 FEET TO A POINT, THENCE 7) NW41'14�'E, 173.00 FEET TO THE WESTERLY LINE OF JENKINS ROAD AND THE POINT AND PLACE OF BEGINNING. SUBJECT TO A DRAINAGE MAINTENANCE EASEMENT IN THE SOUTH 16 FEET OF THE EAST 200 FEET. ALSO, SUBJEGT'rO A SIGN MAINTENANCE EASEMENT IN THE SOUTH 60 FEET OF THE WEST 25 FEET. THE ABOVE LEGAL DESCRIPTION FALL IN THE N.E. 114 OF SECTION 12, TOWNSHIP 395, RANGE 39E )r Adjustment to Minor Development Plan: mm wAtz 1'-4,w VOT. SCAL& N\A Port Consolidated, Inc. - CNG Refueling Station 121 N.Jenkins Road, Fort Pierce, Florida 34949 OW 1 OF am 3' CL 1. 6' 61_. ••ter m. 1' 4' c 1' 3, TOP CL 2• ISLAND BOX - PLAN VIEW S.3 SCALE:1/2"=F-0" 1" X 1" ANGLE WELDED ON EACH END. END PROVIDE DISPENSER BASE DEPTH PER MANUFACTURER'S 2 ISLAND NAND BOX - SIDE VIEW S.3 SCALE:1/2"=F-0" SEE ISLAND FOUNDATION - PLAN FOR PREFORMED DISPENSER BASE LOCATION 2E,'-O" MIN. / 7E,'-O" MAX. EXISTING PAD 6"0 CONCRETE "E STOP" EMERGENCY SHUTDOWN CONTROL. NEW CARD READER CONCRETE PRE-FAB TO REMAIN FILLED BOLLARD AN EMERGENCY SHUTDOWN DEVICE SHALL BE LOCATED CONCRETE REMOVE EXISTING FOR "E-STOP" WITHIN 75 FEET OF, BUT NOT LESS THAN 25 FEET FROM, STOP BLOCK. CONCRETE STOP BLOCK SEE DETAIL DISPENSERS AND SHALL ALSO BE PROVIDED IN THE INSTALL PER COMPRESSOR AREA. UPON ACTIVATION, THE EMERGENCY 3 MANUFACTURER'S SHUTDOWN SYSTEM SHALL AUTOMATICALLY SHUT OFF THE 5.3 SPECIFICATIONS. TOP LAYER OF POWER SUPPLY TO THE COMPRESSOR AND CLOSE VALVES BETWEEN THE MAIN GAS SUPPLY AND THE COMPRESSOR 4 ®6" O.C. EACH WAY 1 AND BETWEEN THE DISPENSERS. T.O. EXISTING� DRIVEWAY BOTTOM LAYER OF PROVIDE J4 06" O.C. EACH WAY DISPENSER BASE DEPTH PER MANUFACTURER'S VERIFY IN THE FIELD SPECIFICATIONS 4 ISLAND FOOTER DETAIL, TYP. S.3 SCALE:1/4"=1'-0" ISLAND FOOTER BEYOND 6"0 STEEL CONCRETE STEEL BUI PRIME AN YELLOW A TAPE —T.O. FL _ (DRIVE' L 1� 3 BOLLARD E S.3 SCALE:1/2"= / I / I EXISTING EXISTING CONCRETE STOP CONCRETE PAD BLOCK TO REMAIN TO REMAIN / / CLASS 1 OUTSIDE CLASS 1 DIV 2 / DIV 2 EXISTING CONCRETE STOP BLOCK TO REMAIN i.at. ��N"t• sr EXISTING CONCRETE PAD TO REMAIN I01_(D" l 5' (ZJ" O \ NEW PRE-FAB CONCRETE STOP BLOCK. �a; �,t" �:;jr7,T y. � STYLE, DIMENSIONS, 4 �'. ,a AND CONSTRUCTION M, TO MATCH EXISTING. S.3 v.LF. REMOVE EXISTING NEW CONCRETE / CONCf3ETE STOP PAD I / BLOC / CLASS I OUTSIDE CLASS 1, DIV 2 QIV 2 0'_0" 0- NEW - - - NEW PRE-FAB I CONCRETE STOP # �y.� • ', ` ;�„ � �;^!, LL STYLE, DIMENSIONS, 4 AND CONSTRUCTION V.LF. V.I.F. I I REMOVE EXISTING NEW CONCRETE / CONCRETE STOP PAD / BLOCK \ I / FUELING ISLAND FOUNDATION PLAN SCALE: 1/4"=F-0" FOR DISPENSER ATTACHMENT AND MOUNTING DETAILS SEE SHOP DRAWINGS BY MANUFACTURER U z H—I V z H J V z O U Lu a z- J z ULu � 2 W J Z) om SEAL N co co co UMCO Z z 1- QO r L N LuCe a Ce Lu J U_O W z� z z Q i 2 W C9 v O W z Lu m H aj + W W U Uz zO Lu Q r� � n V z J J 0 Luz ZD LL uLu Lu J � z U U U Lu O d N M N O On Ln v E: X lL O V CG M V 0 0 z M gJ QLu 'D �a 0 1- Q � M (n LL z Y LL] H Z U LLJ � r-1 z� �O LL I SHEET TITLE I COVER PAGE REVISIONS NUM DATE DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written permission from Buchanan P.E. Consulting,Mc. PROJECT No.: DATE: 04 25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET S-3 3 OF 3 0 - - - - — -- - - - - — - - - - - - - - - - - - 6"0 CONCRETE FILLED BOLLARD, TYP. i SEE DETAIL S.3 GROUND RING I I ` I I I 1 I 1 I • I I I 1 I 1 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 I I I I I I I ' • I I O I I O I I I I I I I I FUTURE II II ------T-------J• I I 1 # 2 CU FROM GAS DISPENSERS ),�I (1 & 2 ) TO RING GROUND SURFACE MOUNTED FIRE EXTINGUISHER ON POST. FIRE EXTINGUISHER RATING: MIN. 20-8: C SIGNAGE NOTE: APPROVED NO SMOKING SIGNS SHALL BE POSTED THIN 10 FEET (3048 MM) OF THE CYLINDER S PORT STRUCTURE OR APPURTENANCE. APPROVED CYL DER SHALL BE BONDED SIGNS SHALL BE POSTED ON E CYLINDER SUPPORT STRUCTURE OR I STOP" EMERGENCY SHUTDOWN CONTROL.) - REFER TO ELECTRICAL I `-� EMERGENCY SHUTDOWN DEVICE SHALL BE RISER DIAGRAM FOR WIRE & 'ATED WITHIN 75 FEET OF, BUT NOT LESS THAN CONDUIT SIZES SURFACE MOL EET FROM, DISPENSERS AND SHALL ALSO BE EXTINGUISHER ED IN THE COMPRESSOR AREA. UPON - REFER TO SHEET E-2 FOR FIRE EXTINGUI NV TION, THE EMERGENCY SHUTDOWN SYSTEM MIN. 20-B:C aLL UTOMATICALLY SHUT OFF THE POWER ENLARGE ELECTRICAL ROOM 'PLY TO THE COMPRESSOR AND CLOSE VALVES ___________ 'WEEN ________________ —_________ THE— MAIN GAS SUPPLY AND THE APRES R AND BETWEEN THE DISPENSERS. POWER PLAN SCALE: 1 /4" = 1'-O" LOCAL ELECTRICAL SERVICE PROVIDER TO PROVIDE NEW SERVICE REFER TO SHEET,E-3 FOR ENLARGE PLAN I I I, /I I 'PORTABLE CONNECTION IFOR GENERATOR I I I I IELEC. METER. IPROVIDE ONE (1) 1/2" CONDUIT FROM IFPL TRANSFORMER "CT" CABINET NEW PRE -CAST ELECTRICAL ROOM I FIRE DST. I RATING) I PROPOSED LOCATION FOR FPL PAD MOUNTED TRANSFORMER N SITE PLAN SCALE: N.T.S. 6" WIDE, RED PLASTIC TAPE WITH WORDING "CAUTION BURIED ELECTRIC LINE BELOW." TAPE SHALL BE LOCATED 6" BELOW FINISHED GRADE. PAVEMENT AS REQUIRED OR 4" SCREENED TOP SOIL FOR GRASS AREAS. FINISH GRADE GRASS AREAS BACKFILL WITH NATIVE MATERIAL IN 6" LIFTS. COMPACT AFTER EACH 30" LIFT MINIMUM PAVEMENT AREAS BACKFILL WITH #2 CRUSHED STONE IN 6" LIFTS. COMPACT AFTER EACH LIFT 3" SANDBED ALL AROUND CONDUIT DIRECT BURIED CONDUIT DETAIL SCALE: N.T.S. EQUIPMENT SCHEDULE: OCOMPRESSOR: O NOT USED © STORAGEVESSELS OCARD READER ODISPENSER: OSTORAGEVESSEL: © NOTUSED OPRIORITY FILL PANEL: AREA OF WORK ELECTRICAL SYMBOL LEGEND RECEPTACLE DUPLEX 120V Q' SWITCHED RECEPTACLE ® RECEPTACLE 0 CEILING FLOOR RECEPTACLE QUAD RECEPTACLE ® 220V RECEPTACLE o DISCONNECT SWITCH v ELECTRICAL PANEL 0 COMPUTER/PHONE JACK WP WEATHER PROOF GFCI GROUND FAULT CURRENT INTERRUPTER Ja) JUNCTION BOX 2'x4' LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE O HI HATS EMERGENCY LIGHT NTH BATTERY BACK UP. O EXIT LIGHT WITH BATTERY BACK UP. NOT MORE THAN 5W PER FACE. COMBO EMERGENCYAXIT LIGHT WITH BATTERY 6O3 BACK UP. NOT MORE THAN 5W PER FACE. ® EXHAUST FAN $ SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $B TIME CLOCK BYPASS SWITCH (MAX 4 HOURS OVERRIDE) $M OCCUPANT SENSOR. TURNS LIGHTS OFF WITHIN 30 MINUTES AFTER OCCUPANT LEAVES SPACE. WHEN MULTIPLE OCCUPANT SENSORS ARE USED ON ONE LIGHTING CIRCUIT, ANY OCCUPANT SENSOR ACTIVATION WILL TURN ON LIGHTS FOR THAT LIGHTING CIRCUIT FOR 30 MINUTES MAXIMUM. OS ULTRASONIC CEILING MOUNTED OCCUPANCY SENSOR. TURNS UGHTS OFF WITHIN 30 MINUTES AFTER OCCUPANT LEAVES SPACE. WHEN MULTIPLE MOTION SENSORS ARE USED ON ONE LIGHTING CIRCUIT, ANY OCCUPANCY SENSOR ACTIVATION WILL TURN ON LIGHTS FOR THAT LIGHTING CIRCUIT FOR 30 MINUTES MAXIMUM. NOTE OCCUPANCY SENSOR SHALL BE SELECTED TO PROVIDE FULL COVERAGE FOR THE AREA IT SERVES. O PROGRAMMABLE THERMOSTAT TST TESTER NOTE: ALL RECEPTACLES TO BE 0 15" AFF TO BOTTOM OF RECEPTACLE UNLESS NOTED OTHERWISE OR ABOVE COUNTER. ALL SWITCHES TO BE 0 48" AFF TO TOP OF SWITCH UNLESS NOTED OTHERWISE. ELECTRICAL SCOPE OF WORK: -CITY TO PROVIDE NEW SERVICE POINT (600A 277/480V 3PH) -INSTALL NEW ELECTRICAL METER, MAIN AND NEW PANEL-H, PANEL-L AS SHOWN ON PLANS. -PROVIDE POWER AND EMERGENCY SHUTDOWN CONTROLS FOR NEW EQUIPMENT AS SHOWN. - NO LIGHTING OR SITE LIGHTING IN SCOPE OF WORK FOR THIS APPLICATION. Wi P-j �C� U z H J n V Z00 b N I --I 00 J (f) v,00 Z ,^ Z Z 'T 00 Z a 0 a LU - O U*WaF- LUZ =o — U F- a W Z Q U z LU �LL LL z U 2 J UW Z) m SEALSEAL Uz z 0 0 LU V C)z J J 0 W zZD ILL 0 LU ULU p� J V � z 0 U U U � W O W CL N M N O Ln Ln X E li O u 0 o 0 M C rn to p_ w L � J v N LU tn Q 0 L / L(Y)L Z Y W Z U W � W z � .4 O W I SHEET TITLE I REVISIONS NUM DATE DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written permission from Buchanan P.E. Consulting,Inc. PROJECT No.: DATE: 04-25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET E-1 PCB i i i i i i EXISTING EXISTING i EXISTING DIESEL CONCRETE PAD CONCRE STOP DSPENSER TO REMAIN OUTSIDE CLASS 1, DIV 2 DIV 2 I0'-0" 5'-0 6"0 CONCRETE FILLED BOLLARD, SEE DETAIL( S.3 SIM. ESD SIGN ALL 4 SIDES OF COLUMN, TYP - I I I I I EXISTING FILLING STATION CANOPY ABOVE I CNG DISPENSER # 1 I I Z' & CARD READER R �PRE- BLOCK. fesary.Ay:. STYLE, DIMENSIONS, «=a< AND CONSTRUCTION yn.>• ,.. TO MATCH EXISTING. SURFACE MOUNTED FIRE EXTINGUISHER ON POST. FIRE EXTINGUISHER RATING: MIN. 20-B: C "E STOP" EMERGENCY SHUTDOWN CONTROL. AN EMERGENCY SHUTDOWN DEVICE SHALL BE LOCATED WITHIN 75 FEET OF, BUT NOT LESS THAN 25 FEET FROM, DISPENSERS AND SHALL ALSO BE PROVIDED IN THE COMPRESSOR AREA. UPON ACTIVATION, THE EMERGENCY SHUTDOWN SYSTEM SHALL AUTOMATICALLY SHUT OFF THE POWER SUPPLY TO THE COMPRESSOR AND CLOSE VALVES BETWEEN THE MAIN GAS SUPPLY AND THE COMPRESSOR AND BETWEEN THE DISPENSERS. i I _--------�--- -- STAND MOUNTED. h\ I ESD I 7- (SEE DETAIL) REMOVE E XISTING NEW CONkRET. CONC - STOP PAD I BLOCK I - i \ SURFACE MOUNTED FIRE EXTINGUISHER ON POST. I I I FIRE EXTINGUISHER w I ONE (1) 3/4" CONDUIT FROM PANEL TO NEW GAS DISPENSER # 1 20-B C MIN. % I & ONE (1) 3/4" CONDUIT FROM PANf=L`T TO GAS DISPENSER # 2. ONE (1) 3/4" CONDUIT FROM CONTROL PANEL,t 1 TORN GAS DISPENSER # 1 I / I & ONE (1) 3/4" CONDUIT FROM CONTROL/PANEL # 1\TO G DISPENSER # 2. EXISTING EXISTING i I I CNG DISANSER # 2 EXISTING DIESEL I CONCRETE PAD I & CARD READER DISPENSER TO REMAIN / `�\ CONCRET BLOCK T STOP REMAIN I j OUTSIDE CLASS 1\ DIV 2 ,� --OVA 2 1 I - _,- Y, Imo'-0" 5'-� ---- I D ---- NEW PRE-FAB CONCRETE STOP ` O' O v XISTIN = DIESEL DSPEN R I DISPENSER ISLAND POWER PLAN SCALE: 1 /4" = 1'-0" N WELD ALL AROUND - 8" X 8" X 3/8" STEEL PLATE , CUT-OUT FOR - CONDUIT RISER EMERGENCY SHUTDOWN DEVICE STATION 4" X 1 5/8" CHANNEL 5.4#/FT. GROUT STAINLESS STEEL ANCHOR BOLTS DETAIL — CHANNEL MOUNTED PUSHBUTTON STATION NO SCALE NOTE GALVANIZE CHANNEL AND BASE AFTER FABRICATION. ONE (1) 3/4" CONDUIT FROM CONTACTOR TO NEW GAS DISPENSER # 1 & ONE (1) 3/4" CONDUIT FROM CONTACTOR TO NEW GAS DISPENSER # 2. ONE (1) 3/4" CONDUIT FROM CONTROL PANEL # 1 TO NEW GAS DISPENSER # 1 & ONE (1) 3/4" CONDUIT FROM CONTROL PANEL # 1 TO GAS DISPENSER # 2. 4 # 14 CU IN 3/4" CONDUIT TO "ESD" AT GAS DISPENSERS BUILDING MOUNTED. VERIFY LOCATION. MUST BE MORE THAN 25' FROM GAS DISPENSERS. INSTALL CONDUITS TO RISE ON BUILDING SIDE OF CURB. TWO (2) 3/4" CONDUIT FROM CONTROL PANEL # 1 TO COMPRESSOR REMOTE PANEL COMPRESSOR REMOTE PANEL. FIELD COORDINATE EXACT LOCATION. ELECTRICAL SYMBOL LEGEND RECEPTACLE DUPLEX 120V SWITCHED RECEPTACLE ® RECEPTACLE 0 CEILING FLOOR RECEPTACLE QUAD RECEPTACLE ® 220V RECEPTACLE t=31 DISCONNECT SWITCH v ELECTRICAL PANEL 0 COMPUTER/PHONE JACK WP WEATHER PROOF GFCI GROUND FAULT CURRENT INTERRUPTER ( JUNCTION BOX TO PROGRAMMABLE THERMOSTAT TST TESTER NOTE: ALL RECEPTACLES TO BE 0 15" AFF TO BOTTOM OF RECEPTACLE UNLESS NOTED OTHERWISE OR ABOVE COUNTER. 'MTS" ., 1200A MAIN DISCONNECT 2 3 1 3 4 1 PANEL-L (BELOW) O � � a SUSPENDED 10KVA XFMR 1 Z 277/480V TO 120/ 208 o rl I J 1 PH 3W CONTROL PANEL #2 E AC UNIT L-6,8 (FUTURE) 001111, SURFACE MOUNTED FIRE EXTINGUISHER ON POST. FIRE EXTINGUISHER RATING: MIN. 20-B: C ENLARGE ELECTRICAL ROOM (EQUIPMENT) SCALE: 1 /2" = 1'-0" ENLARGE ELECTRICAL ROOM (ELECTRICAL) SCALE: 1 /2" = 1'-0" N KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG it's fast. it's free. it's the law I www.callsunshine.com ELECTRICAL ROOM KEY NOTES: O1 1 # 2 CU BOND TO RING GROUND. O2 1 # 6 CU BOND TO RING GROUND. O3 3 SETS OF 4 # 600 MCM CU + 1 # 3/0 CU GROUND IN 3" CONDUIT EACH O4 3 SETS OF 4 600 MCM CU IN 4" CONDUIT EACH O5 2 SETS OF 4 350 MCM CU + 1 # 1 CU GROUND IN 3" CONDUIT O6 3 SETS OF 4 600 MCM CU IN 4" CONDUIT EACH. FROM FPL TRANSFORMER. PORTABLE CONNECTION FOR GENERATOR ELEC. METER. PROVIDE ONE (1) 1/2" CONDUIT FROM FPL TRANSFORMER "CT" CABINET NEW PRE -CAST ELECTRICAL ROOM L-1 GFCl/WR/WP L-3 L- WP M U N " z CD �d Ln � Z U X 2 R I —I N 00 00 m 00 (9) J -14t * 0 z M c D W V/ m # N L a E z w 'T J l � a 0 LU -jLL 5 E U W F- J v z Q z ¢ W Z =o LU LU z m Q 4t ¢ U LU z� LU \L o z U LU U J U Co U C) o LUZ M 2 g" U LU ¢w a < ¢ LJ.JM SEAL zz O LU Q a `� ° M z_ J LL OJ Yw � cn LULU LLj OLLLL ^� z U r"j O J � ♦� LL O z U W O a SHEET TITLE REVISIONS NUM IDATE I DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written pemussion from Buchanan P.E. Consulting,Inc. PROJECT No.: DATE: 04 25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET E-2 OF f�A K,wf�r: BLOCK. STYLE, DIMENSIONS, AND CONSTRUCTION I TO MATCH EXISTING. I I I I I /REMO I E ISTING NEW CONCRETE CONCRETE STOP PAD BLOCK -SURFACE MOUNTED I i FIRE EXTINGUISHER i ON POST. FIRE EXTINGUISHER RATING: MIN. I �O-I : C < . I Fo I I °E STOP" EMERGENCY SHUTDOWN CONTROL. AN EMERGENCY SHUTDOWN DEVICE SHALL BE LOCATED WITHIN 75 FEET OF, BUT NOT LESS THAN 25 FEET FROM, DISPENSERS AND SHALL ALSO BE PROVIDED IN THE COMPRESSOR AREA. UPON ACTIVATION, THE EMERGENCY SHUTDOWN SYSTEM SHALL AUTOMATICALLY SHUT OFF THE POWER SUPPLY TO THE COMPRESSOR AND CLOSE VALVES BETWEEN THE MAIN GAS SUPPLY AND THE COMPRESSOR AND BETWEEN THE DISPENSERS. CARD READER COPRESSCN LI 25'-0" MIN. / -15'-0" MAX. CONTROL BINFAQR VALVE PAxa Box 240/ & ESE) ESD 120V AC I CONTROL SINGLE VALVE I I ro m P aswx OUTSIDE CLASS 1, DIVISION 2, alxt[ I GROUP D I TROY nlara �. I I I I I I I I NOTE: PROVIDE SEALS IN CONDUIT FOR CLASS 1 DIVISION 2 SYSTEM TO COMPLY WITH NEC 2008 501.15 (C) I THRU 6 I CLASS 1, DIVISION 1, GROUP D INSIDE DISPENSER & INSIDE PIT T.O. FUTURE DRIVEWAY BY OTHERS -m-1 lit l v (V DISPENSER ISLAND DETAIL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I / 1 I \ I 1 I 1 I i I • I I I 1 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 I I I I I I I 411 � I � I � I \ \\ I I � I / I � I � I � I I � I I I I I /I FUTURE CNG COMPRESSOR 80 ;GALLON \,COM`PRESSED AIR STOAGE VESSEL ------------ 1-2/C#1$.SHLD-3/4"C. FOo 000 A 000 I I I I I I I I I I I I I I I O NEW CNG COMPRESSOR Ili INTRINS16 LY SAFE TERMINALS - -oil 11i 9/C#14, 1-1/4"C. CLASS 11 LOW VOLTAGE TERMINALS DI V 2 4-2/C#18-1"C li 1-7/C#14-1"C. I I J J I I I I PRIORITY COMPRESSOR # PANEL DP-1,3,5 PREESSgF N ) DP-2,4,6 I - 80 GALLON DP-7,9,11 COMPRESSED AIR STORAGE VESSEL ---------------------- / / / / D- 4#14 &1 C. - 1-2/C#16SHLD-3/4"C. Q 00'000 qu,000 O- L'2'-u UU U. I -----=-- - - - - - - - ---r----------------- I: 'IIIIIIIIIIIIIIIIIIINK: 80 GALLON COMPRESSED AIR STORAGE VE&SEL' O 4#14 & 1 #(, Lc. - 3 C. 1-2/C#16SHLD-3/4"C. -� 00000 1 # 2 CU CONNECTED TWELVE (12) # 14 & 1 #14 G. IN 1" C. FROM CONTROL PANEL #1 3-2/C#18SHLD-1"C. FROM CONTROL PANEL # 1 COMPRESSORS AREA POWER PLAN SCALE: 3/8" = 1'-0" I I I I I I I I I I I I I I I I I I I I III I I II I I I I I I III II I V i 10I-0II �I OUTSIDE CLASS 1, C 1 #2CUTO COMPRESSOR I I NOTE: REFER TO PANEL SCHEDULE I I FOR CONDUIT & WIRE SISES I I GROUND RING I I I I I I I I I I I I Ll I I I I I I I I I I SPECIFICATIONS SQUARE D QO OR EQUAL MAINS MLO AMPACITY 1200 AMPS PANEL -DP LOCATION: ELECTRICAL ROOM VOLTAGE: 277/48OV, 3PH, 4WIRE MOUNTING SURFACE AMPS POLE TOTAL CONE). WIRE SIZE GRD DESCRIPTION CHIC No. CIRC No. DESCRIPTION GRID WIRE SIZE CONE). TOTAL POLE AMPS VA SIZE SIZE SIZE SIZE VA 600 3 201,000 2X(3") 2X(350MCM) 1 CONTROL PANEL # 1 1 2 PANEL-L VIA XFMR 12 12 1/2" 8,828 2 20 600 3 2X(3") 2X(350MCM) 1 3 4 12 12 1!2" 2 20 600 3 2X(3") 2X(350MCM) 1 5 6 SHUNT TRIP SHUNT TRIP 7 8 SPACE 600 3 155,000 2X(3") 2X(350MCM) 1 CONTROL PANEL # 2 (FUTURE) 9 10 SPACE 600 3 2X(3") 2X(350MCM) 1 11 12 SPACE 600 3 2X(3") 2X(350MCM) 1 13 14 SPACE SHUNT TRIP 15 16 SPACE SPACE 17 1118 SPACE SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 1 23 24 SPACE SUBTOT. 356000 VA TOTAL LOAD = 364,828 VA SUBTOT. 8828 V V PANEL -DP DEMAND LOAD CALCULATIONS TOTAL RECEP. LOAD 6,000 VA RECEP. 1st 10,000 VA @ 100% 6,000 @100% 6,000 VA REST @ 50% 0 @50% 0 VA LIGHTING LOAD @ 125% 1,028 @125% 1,285 VA LARGEST MOTOR @125% 201,000 @125% 251,250 VA OTHER MOTORS @ 100% 155,000 @100% 155,000 VA AIR CONDITIONERS @100% 1,800 @100% 1,800 VA KITCHEN EQUIPMENT @65% 0 @65% 0 VA REST OF ALL OTHER LOADS @ 100% 0 @100% 0 VA TOTAL LOAD = 415,335 VA CURRENT PER PHASE TOTAL LOAD (VA) / (480Vx1.732) = 500 AMPS • NON SIMULTANEOUSLOAD VER]FYALL BQUIPMENT LOAD AND BREAKER AND WERE SIZES PRIORTO INSTALLATIONS SPECIFICATIONS SQUARE D QO OR EQUAL MAINS MLO AMPACITY 600 AMPS PANEL -CONTROL PANEL LOCATION: ELECTRICAL ROOM VOLTAGE: 277/48OV, 3PH, 4WIRE MOUNTING: SURFACE AMPS POLE TOTAL CONE). WIRE GRD DESCRIPTION CIRC No. CIRC No. DESCRIPTION GRID WIRE CONE). TOTAL POLE AMPS VA SIZE SIZE SIZE SIZE SIZE SIZE VA 400 3 145000 (2")X2 (3/01 3 1 l 2 -COMPRESSOR# 1 6 1 1-1/4" 46000 3 125 400 3 (2")X2 (3/O)X2 3 COMPRESSOR# 3 4 PRE 6 1 1-1/4" 3 125 400 3 (2")X2 (3/O)X2 3 5 6 6 1 1-1/4" 3 125 30 3 10000 3/4" 10 10 7 8 SPACE 30 3 3/4" 10 10 FAN#1 9 10 SPACE 30 3 3/4" 10 10 11 12 SPACE SPACE 13 14 SPACE SPACE 15 16 SPACE SPACE 17 18 SPACE SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE SUBTOT. 155000 VA TOTAL LOAD = 201,000 VA SUBTOT. 46000 VA PANEL -CONTROL PANEL DEMAND LOAD CALCULATIONS TOTAL RECEP. LOAD 0 VA RECEP. 1st 10,000 VA @ 100% 0 @100% 0 VA REST @ 50% 0 @50% 0 VA LIGHTING LOAD @ 125% 0 @125% 0 VA LARGEST MOTOR @125% 145,000 @125% 181,250 VA OTHER MOTORS @ 100% 56,000 @100% 56,000 VA AIRCONDFFIONERS @ 100% 0 @100% 0 VA KITCHEN EQUIPMENT @65% 0 @65% 0 VA REST OF ALL OTHER LOADS @ 100% 0 @100% 0 VA --- ------ -- TOTAL LOAD = 237,250 VA CURRENT PER PHASE TOTAL LOAD (VA) / (480Vxl.732) = 285 AMPS • NON SIMULTANEOUSLOAD VHUFYALL EQUIPMENT LOAD AND BREAKER AND WERE SIZES PRIORTO INSTALLATIONS SPECIFICATIONS SQUARE D QO OR EQUAL MAINS 50A AMPACITY 50 AMPS PANEL-L LOCATION: ELECTRICAL ROOM VOLTAGE: 120/208V, 1PH, 3WIRE MOUNTING: SURFACE AMPS POLE TOTAL CONE). WIRE GIRD DESCRIPTION CIRC No. CIRC No. DESCRIPTION GRID WIRE CONE). TOTAL POLE AMPS VA SIZE SIZE SIZE SIZE SIZE SIZE VA 20 1 540 1/2" 12 12 RECEPT. 1 2 FUTURE CANOPY LIGHTS 12 12 1/2" 900 1 20 20 1 128 1/2" 12 12 LIGHTS 3 4 SPACE 20 1 600 1/2" 12 12 CONTROL PANEL NORMAL PWR 5 6 AC UNIT 12 12 1/2" 1800 2 15 SHUNT TRIP 7 8 12 12 1/2" 2 15 20 1 SPARE 9 IO UPS 10 10 1/2" 4500 2 30 20 1 SPARE 11 12 10710 1/2" 2 30 SPACE 13 14 GAS STATION SOLENOIDS 12 12 1/2" 360 1 20 SPACE 15 16 SHUNT TRIP SPACE 17 18 SPACE SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE SPACE 25 26 1 SPACE SPACE 27 28 1 SPACE SPACE 29 30 1 SPACE SUBTOT. 1268 VA TOTAL LOAD = 8,828 VA SUBTOT. 7560 VA PANEL-L DEMAND LOAD CALCULATIONS TOTAL RECEP. LOAD 6,000 VA RECEP. 1st 10,000 VA @ 100% 6,000 @100% 6,000 VA REST @ 50% 0 @50% 0 VA LIGHTING LOAD @ 125% 1,028 @125% 1,285 VA LARGEST MOTOR @125% 0 @125% 0 VA OTHER MOTORS @ 100% 0 @100% 0 VA AIR CONDITIONERS @100% 1,800 @100% 1,800 VA KITCHEN EQUIPMENT @ 65% 0 @65% 0 VA REST OF ALL OTHER LOADS @ 100% 0 @100% 0 VA TOTAL LOAD = 9,085 VA CURRENT PER PHASE TOTAL LOAD (VA) / (208V) = 44 AMPS • NON SIMULTANEOUSLOAD VERIFYALL EQUIPMENT LOAD AND BREAKER AND WIRE SIZES PRIORTO INSTALLATIONS P AaCe U z r�I J V z00 � N I --I 00 00 J O 00 00 Z Z Z '1. O LU N zJ�a� O a LU J O LL LU v z z Q LU z = o LU U Z m � U LU z � d I� Q Q LU LU Z U U � U Q U 2w J U LU Z) W SEAL zz H-I 0 LU V C)z J J LU z ZD ILL 0 LEI ULU p� J V � z H O U U LU W O W a to X E l�L O u m O N o � M C p- Q) 3- E � J E 4t LU U) ON in 1- a� M (n LL Z Y LLJ Z U LLJ � '1 rw-I Z � ,--I .4 O LL I SHEET TITLE I IREVISIONSS NUM DATE DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drnwings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written pemussion from Buchanan P.E. Consulting,Inc. PROJECT No.: DATE: 04 25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET E-3 OF -mlon, PCB GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (N.E.C. 2011) AND GOVERNING MUNICIPAL, STATE AND LOCAL CODES. ALL MATERIAL SHALL BE NEW AND SHALL BEAR THE U.L. LABEL WHERE APPLICABLE. 2. 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 THE OWNER. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF 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 PLACID IN PROPER WORKING ORDER. 4. CONTRACTOR SHALL MAKE ALL NECESSARY CUTTING AND DO ALL THE REPATCHING AS NECESSARY FOR THE PROPER EXECUTION OF THIS WORK. 5. AFTER COMPLETION OF THE INSTALLATION, THE SYSTEM SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. 6. WHERE ELECTRICAL CONDUCTORS ARE INSTALLED IN CONDUIT, THE CONDUIT SHALL COMPLY WITH THE N.E.C. REQUIREMENTS. 7. ALL CONDUCTORS SHALL BE COPPER. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG AND SHALL BE RATED FOR 600VOLTS THWN OR THHN INSULATION. INSTALL A GROUNDING CONDUCTOR WITH ALL CIRCUITS, UNLESS NOTED OTHERWISE, SIZED PER N.E.C. 250-122. 8. VERIFY BREAKER AND CORRESPONDING WIRE SIZES FOR ALL ELECTRICAL EQUIPMENT. DO NOT ORDER MATERIAL BEFORE VERIFYING BREAKER & WIRE SIZE. REPORT ANY DISCREPANCY IMMEDIATELY TO THE ENGINEER OF RECORD. 9. ALL OUTDOOR DISCONNECTS AND ELECTRICAL PANELS TO BE NEMA-31R. ALL OUTDOOR DISCONNECTS AND ELECTRICAL PANELS IN A SALT SPRAY AREA TO BE NEMA-4X. 10. PANELS SHALL BE SQUARE 'D', GENERAL ELECTRIC OR EQUAL, TYPE AND NUMBER OF BREAKERS AS INDICATED ON PANEL SCHEDULE. STENCIL PANEL DESIGNATION ON INSIDE OF PANEL. ALL TWO -POLE BREAKERS SHALL BE COMMON TRIP. PROVIDE TYPE WRITTEN SCHEDULE IN EACH LOAD CENTERS. CONNECTION TO MAIN BUS SHALL BE WITH BURNDY ANNULAR COMPRESSION LUGS. PANELS AIC RATING SHALL BE AS INDICATED ON PLANS. 11. PROVIDE NAMEPLATES FOR ALL PANEL BOARDS, DISCONNECTS, TRANSFORMER, TERMINAL CABINETS AND ALL ELECTRICAL EQUIPMENT IDENTIFIED BY NAME ON DRAWINGS. 12. ALL ELECTRICAL MATERIALS, DEVICES, APPLIANCES AND EQUIPMENT SHALL BE LABEL LISTED BY AN APPROVED THIRD PARTY TESTING AGENCY. 13. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES BEFORE ORDERING AND BEFORE INSTALLATION. 14. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE ANCHORED TO COMPLY WITH LOCAL CODE FOR WIND RESISTANCE. 15. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 15" A.F.F TO BOTTOM OF OUTLET UNLESS OTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE 0 48" AFF. TO TOP OF SWITCH. 16. TIME CLOCK FOR LIGHTING CONTROL TO BE AN ASTRONOMICAL TIME CLOCK. 17. THE CONTRACTOR SHALL CONTACT THE LOCAL POWER COMPANY AND OBTAIN, IN WRITING, THE AVAILABLE FAULT CURRENT OF THE UTILITY TRANSFORMER. THE CONTRACTOR SHALL ENSURE THAT ALL ELECTRICAL EQUIPMENT HAS AN AMP INTERRUPTING CAPACITY (AIC) GREATER THAN THE AVAILABLE FAULT CURRENT AT ANY POINT IN THE ELECTRICAL DISTRIBUTION SYSTEM. 18. WIRING METHOD: ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) OR MC CABLE & FLEXIBLE METAL CONDUIT (GREENFIELD) AS PER NEC 330-10, PROVIDED IT IS USED IN NON DESTRUCTIVE OR CORROSIVE SURROUNDINGS AS SPECIFIED IN NEC 2011 330-12. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE USED UNDERGROUND OR BELOW SLABS ON GRADE. 19. BRANCH -CIRCUIT WIRING, OTHER THAN 2-WIRE OR MULTIWIRE BRANCH CIRCUITS SUPPLYING POWER TO LUMINAIRES CONNECTED TOGEFHER, SHALL NOT BE PASSED THROUGH AN OUTLET BOX THAT IS AN INTEGRAL PART OF A LUMINAIRE UNLESS THE LUMINAIRE IS IDENTIFIED FOR THROUGH -WIRING. LUMINAIRES SHALL NOT BE USED AS A RACEWAY FOR CIRCUIT CONDUCTORS UNLESS LISTED AND MARKED FOR USE AS A RACEWAY. PROVIDE J-BOXES AS REQUIRED. 20. SEAL ALL NEW CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN EXISTING FIRE RATING CONDITIONS. FURNISH AND INSTALL FIRE RATED ENCLOSURES FOR ALL EQUIPMENTS PENETRATING FIRE RATED ENVELOPES, SPACES, ECT. 21. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE WIRING FOR HVAC SYSTEM: A/C EQUIPMENT(S), SMOKE DETECTORS, THERMOSTATS, TEST STATIONS, MOTORIZED VOLUME DAMPERS, ETC. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. ELECTRICAL CONTRACTOR TO THOROUGHLY REVIEW MECHANICAL PLANS AND PROVIDE POWER TO ANY MECHANICAL EQUIPMENT OR DEVICE THAT IS NOT SHOWN ON ELECTRICAL PLANS BUT IS SHOWN ON MECHANICAL PLANS. 22. INSTALL "GFCI" GROUND FAULT INTERRUPTER RECEPTACLES WITH WEATHERPROOF COVER WITHIN 25 FT OF HVAC EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT (UNLESS HVAC EQUIPMENT IS SPECIFIED WITH FACTORY INSTALLED CONVENIENT RECEPTACLE) . 23. WHEN NEW ELECTRIC SERVICE IS BEING INSTALLED, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH FPL FPL ENGINEERS ON THE SIZE OF THE FPL TRANSFORMER THAT IS REQUIRED TO PROVIDE THE NEW ELECTRIC SERVICE SHOWN ON ELECTRIC PLANS, GC HAS TO INFORM THE OWNER ABOUT ANY EXTRA FPL CHARGES THAT MIGHT OCCUR IN ORDER TO PULL NEW SERVICE. THIS HAS TO BE DONE AS EARLY AS POSSIBLE DURING THE BIDDING PROCESS. 24. ELECTRICAL SERVICE EQUIPMENT MUST BE 3' ABOVE MSL, AND 8' ABOVE N.V.G.D. VERIFY AT SITE. ALL ELECTRICAL EQUIPMENTS SHALL BE INSTALLED ABOVE FLOOD LEVEL. 25. CONTRACTOR MUST VISIT THE SITE PRIOR TO BID OR CONSTRUCTION TO VERIFY ALL EXISTING CONDITIONS. BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AT THE BUILDING SITE. THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREINAFTER. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT THE SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED AS VALID, DUE TO THE FAILURE TO ALLOW FOR CONDITIONS WHICH MAY EXIST. CONTRACTOR TO REPLACE ANY EXISTING DEVICE OR COMPONENT THAT IS CALLED AS EXISTING IF IT IS NOT FULLY OPERATIONAL. 26. WIRING METHODS IN ALL PATIENT CARE AREAS TO BE IN COMPLIANCE WITH REDUNDANT GROUNDING REQUIREMENTS OF NEC 2011 SECTION 517.13. 27. ALL DIMMING MECHANISMS HAVE TO BE COMPATIBLE WITH FIXTURE DIMMING REQUIREMENTS. CONTRACTOR MUST VERIFY ALL DIMMING MECHANISM AND FIXTURE DIMMING REQUIREMENTS BEFORE ANY ORDERING, INSTALLING, OR WIRING OF ANY DIMMING MECHANISMS AND FIXTURES. 28. ALL OUTDOOR RECEPTACLES TO BE GFCI & WEATHER PROOF. PER FLORIDA BUILDING CODE 2014 ENERGY CONSERVATION: 405.7.3 VOLTAGE DROP. 405.7.3.1 FEEDERS AND CUSTOMER OWNED SERVICE CONDUCTORS. FEEDER AND CUSTOMER OWNED SERVICE CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2 PERCENT AT DESIGN LOAD. 405.7.3.2 BRANCH CIRCUITS. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3 PERCENT AT DESIGN LOAD. 405.7.4 COMPLETION REQUIREMENTS. 405.7.4.1 DRAWINGS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: 1. A SINGLE-UNE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 405.7.4.2 MANUALS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: 1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. 405.3 TANDEM WIRING (MANDATORY). THE FOLLOWING LUMINAIRES LOCATED WITHIN THE SAME AREA SHALL BE TANDEM WIRED: 1. FLUORESCENT LUMINAIRES EQUIPPED WITH ONE, THREE OR ODD -NUMBERED LAMP CONFIGURATIONS, THAT ARE RECESS -MOUNTED WITHIN 10 FEET (3048 MM) CENTER -TO -CENTER OF EACH OTHER. 2. FLUORESCENT LUMINAIRES EQUIPPED WITH ONE, THREE OR ANY ODD -NUMBERED LAMP CONFIGURATION, THAT ARE PENDANT- OR SURFACE -MOUNTED WITHIN 1 FOOT (305 MM) EDGE -TO -EDGE OF EACH OTHER. EXCEPTIONS: 1. WHERE ELECTRONIC HIGH -FREQUENCY BALLASTS ARE USED. 2. LUMINAIRES ON EMERGENCY CIRCUITS. 3. LUMINAIRES WITH NO AVAILABLE PAIR IN THE SAME AREA. NOTE: THE LIGHTING SPECIFICATIONS WERE SUPPLIED BY OTHERS. CONTRACTOR TO COORDINATE WITH OWNER/OWNER REP OR OWNER'S INTERIOR DESIGNER. VERIFY THAT THE SPECIFICATIONS ON THIS PLAN ARE WHAT THE OWNER ASKED FOR AND PROPERLY WIRE CONTROLS PER MANUFACTURER SPECIFICATIONS. ELECTRICAL CONTRACTOR TO CHECK MANUFACTURER SPECIFICATIONS AND INSTALLATION INSTRUCTIONS FOR LIGHTS AND CONTROLS FOR LIGHTS PRIOR TO ORDERING AND ROUGH -IN. NOTE: FOR FLUORESCENT LUMINAIRES, PROVIDE DISCONNECTS AS PER NEC 410.130(G). NOTE (NEC 2011 410.a: BRANCH -CIRCUIT WIRING, OTHER THAN 2-WIRE OR MULTIWIRE BRANCH CIRCUITS SUPPLYING POWER TO LUMINAIRES CONNECTED TOGETHER, SHALL NOT BE PASSED THROUGH AN OUTUT BOX THAT IS AN INTEGRAL PART OF A LUMINAIRE UNLESS THE LUMINAIRE IS IDENTIFIED FOR THROUGH -WIRING. LUMINAIRES SHALL NOT BE USED AS A RACEWAY FOR CIRCUIT CONDUCTORS UNLESS USTD AND MARKED FOR USE AS A RACEWAY. PROVIDE J-BOXES AS REQUIRED. NOTE: PER N.E.C. 2011 406.9 ALL NEW RECEPTACLES IN DAMP LOCATIONS INDICATED AS WEATHERPROOF ON PLAN (WP) SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. ALL NEW RECEPTACLES IN WET LOCATIONS INDICATED AS WEATHER -RESISTANT ON PLAN (WR) SHALL HAVE AN ENCLOSURE THAT IS WEATHER-PROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. NONLOCKING RECEPTACLES SHALL BE LISTED WEATHER -RESISTANT TYPE. BRANCH CIRCUIT VOLTAGE DROP MAXIMUM 3 % PER 2014FBC ENERGY CONSERVATION CODE SECTION 405.7.3.2 CIRCUIT LOAD IN AMPS WIRE SIZE COPPER MAXIMUM LENGTH IN FEET 5 AMPS OR LESS #12 AWG 180 6 AMPS #12 An 150 7 AMPS 130 8 AMPS #19 An 115 9 AMPS 19 Awr 100 10 AMPS 90 11 AMP jig An 83 12 AMPS #12 An 75 13 AMPS #12 An 70 14 AMPS #12 AWG 65 15 AMPS 60 16 AMPS #12 AWG 57 17 AMPS 54 18 AMPS 51 19 AMPS #12 AWG 48 20 AMPS #12 AWG 45 ELECTRICAL NOTES & DETAILS AIC CALCULATIONS L = LENGTH OF CIRCUIT TO FAULT IN FT = 70 FT I = AVAILABLE AIC AT CIRCUIT = 52,000 AMPS C = CONSTANT FROM TABLE = 28,033 n= NUMBER OF WIRES PER PHASE 3 C = CONSTANT c * n 84,099 V = VOLTS = 208 VOLTS F=1.732*L*I/C*V = 0.360 M=1/(1+F) = 0.735 AIC = I* M = 38,224 AMPS * THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1ST MEANS OF DISCONNECT AND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE DISTANCE (L) IS LESS THAN 70 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALLS. AIC CALCULATIONS AT "MTS" L = LENGTH OF CIRCUIT TO FAULT IN FT = 10 FT I = AVAILABLE AIC AT CIRCUIT = 38,224 AMPS C = CONSTANT FROM TABLE = 28,033 n= NUMBER OF WIRES PER PHASE 3 C = CONSTANT c * n 84,099 V = VOLTS = 208 VOLTS F=1.732*L*I/C*V = 0.038 M=1/(1+F) = 0.964 AIC = I* M = 36,830 * THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1ST MEANS OF DISCONNECT AND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE DISTANCE (L) IS LESS THAN 10 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. AIC CALCULATIONS AT PANEL -DP L = LENGTH OF CIRCUIT TO FAULT IN FT = 15 FT I = AVAILABLE AIC AT CIRCUIT = 36,830 AMPS C = CONSTANT FROM TABLE = 28,033 n= NUMBER OF WIRES PER PHASE 3 C = CONSTANT c * n 84,099 V = VOLTS = 208 VOLTS F=1.732*L*I/C*V = 0.055 M=1/(1+F) = 0.948 AIC = I * M =F 34,920 * THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1ST MEANS OF DISCONNECT AND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE DISTANCE (L) IS LESS THAN 15 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. AIC CALCULATIONS AT CONTROL PANEL L = LENGTH OF CIRCUIT TO FAULT IN FT = 35 FT = AVAILABLE AIC AT CIRCUIT = 34,920 AMPS C = CONSTANT FROM TABLE = 22,736 n= NUMBER OF WIRES PER PHASE 2 C = CONSTANT c * n 45,472 V = VOLTS = 208 VOLTS F=1.732*L*I/C*V = 0.224 M=1/(1+F) = 0.817 AIC = I * M = 28,534 * THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1ST MEANS OF DISCONNECT AND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE DISTANCE (L) IS LESS THAN 35 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. TRANSFORMER FAULT CURRENT REPORT © w w w.new calc com Page No 1 Transforme Designation KVA Rating Primary Voltage (V) Secondary Voltage (V) Transformer Impedance (%) Number of Phases Available Primary Fault (I) Induction Motors FLA (1) Synchronous Motors FLA (1) Fault Current (A) 10KVA 10 480 208 5 1 34920 0 0 950 514.4 WIRING AND EQUIPMENT INSTALLED IN CLASS I LOCATIONS ALL ELECTRICAL EQUIPMENT AND WIRING INSTALLED IN CLASS I LOCATIONS AS CLASSIFIED IN 514.3 SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ARTICLE 501. 514.7 WIRING AND EQUIPMENT ABOVE CLASS I LOCATIONS: WIRING AND EQUIPMENT ABOVE THE CLASS I LOCATIONS AS CLASSIFIED IN 514.3 SHALL COMPLY WITH 511.7. 514.8 UNDERGROUND WIRING: UNDERGROUND WIRING SHALL BE INSTALLED IN THREADED RIGID METAL CONDUIT OR THREADED STEEL INTERMEDIATE METAL CONDUIT. ANY PORTION OF ELECTRICAL WIRING THAT IS BELOW THE SURFACE OF A CLASS 1, DIVISION 1, OR A CLASS 1, DIVISION 2, LOCATION SHALL BE SEALED WITHIN 10 FEET OF THE POINT OF EMERGENCE ABOVE GRADE. EXCEPT FOR LISTED EXPLOSIONPROOF REDUCERS AT THE CONDUIT SEAL, THERE SHALL BE NO UNION, COUPLING, BOX, OR FITTING BETWEEN THE CONDUIT SEAL AND THE POINT OF EMERGENCE ABOVE GRADE. 510SEALING (A) AT DISPENSER. A LISTED SEAL SHALL BE PROVIDED IN EACH CONDUIT RUN ENTERING OR LEAVING A DISPENSER OR ANY CAVITIES OR ENCLOSURES IN DIRECT COMMUNICATION THEREWITH. THE SEALING FITTING SHALL BE THE FIRST FITTING AFTER THE CONDUIT EMERGES FROM THE EARTH OR CONCRETE. (B) AT BOUNDARY. ADDITIONAL SEALS SHALL BE PROVIDED IN ACCORDANCE WITH 501.15. SECTIONS 501.15(A)(4) AND (B)(2) SHALL APPLY TO HORIZONTAL AS WELL AS TO VERTICAL BOUNDARIES OF THE DEFINED CLASS I LOCATIONS. 514.11 CIRCUIT DISCONNECTS A GENERAL. EACH CIRCUIT LEADING TO OR THROUGH DISPENSING EQUIPMENT, INCLUDING ALL ASSOCIATED POWER, COMMUNICATIONS, DATA, AND VIDEO CIRCUITS, AND EQUIPMENT FOR REMOTE PUMPING SYSTEMS, SHALL BE PROVIDED WITH A CLEARLY IDENTIFIED AND READILY ACCESSIBLE SWITCH OR OTHER APPROVED MEANS, LOCATED REMOTE FROM THE DISPENSING DEVICES, TO DISCONNECT SIMULTANEOUSLY FROM THE SOURCE OF SUPPLY, ALL CONDUCTORS OF THE CIRCUITS, INCLUDING THE GROUNDED CONDUCTOR, IF ANY. SINGLE -POLE BREAKERS UTILIZING HANDLE TIES SHALL NOT BE PERMITTED. (C) UNATTENDED SELF-SERVICE MOTOR FUEL DISPENSING FACILITIES. EMERGENCY CONTROLS AS SPECIFIED IN 514.1l(A) SHALL BE INSTALLED AT A LOCATION ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION, BUT THE CONTROL SHALL BE MORE THAN 6 M (20 FT) BUT LESS THAN 30 M (100 FT) FROM THE DISPENSERS. ADDTIONAL EMERGENCY CONTROLS SHALL BE INSTALLED ON EACH GROUP OF DISPENSERS OR THE OUTDOOR EQUIPMENT USED TO CONTROL THE DISPENSERS. EMERGENCY CONTROLS SHALL SHUT OFF ALL POWER TO ALL DISPENSING EQUIPMENT AT THE STATION. CONTROLS SHALL BE MANUALLY RESET ONLY IN A MANNER APPROVED BY THE AUTHORITY HAVING JURISDICTION.130A:6.7.21 514.16 GROUNDING AND BONDING ALL METAL RACEWAYS, THE METAL ARMOR OR METALLIC SHEATH ON CABLES, AND ALL NON -CURRENT -CARRYING METAL PARTS OF FIXED AND PORTABLE ELECTRICAL EQUIPMENT, REGARDLESS OF VOLTAGE, SHALL BE GROUNDED AND BONDED. GROUNDING AND BONDING IN CLASS I LOCATIONS SHALL COMPLY WITH 501.30, EXTERIOR- WALL- 3 SETS OF 4 600 MCM CU + 1 # 3/0 (fU GROUND IN 4" CONDUIT EACH I PORTABLE CONNECTION FOR GENERATOR IRA FPL TANSFORMER 3 SETS OF 4 # 600 MCM CU IN 4" CONDUIT EACH ELECTRICAL ROOM - MAIN "MTS" DISCONNECT 1200A3P 1200A AIC=42KA 277/480V 277/480V 3PH 4W 3PH 4W AIC=42KA STRUCTURAL STEEL PANEL -DP 1200A 2P-20A 277/480V 3PH 4W AIC=42KA 2# 12CU+1 # 12 CU GROUND IN 1/2" CONDUIT L- 3 SETS OF 4 # 600 MCM CU + 1 # 3/0 CU GROUND IN 4" CONDUIT EACH 1 # 3/0 CU GROUND CAW PIPE TWO 10' LONG CU CLAD GROUND RODS. 6' APART MIN. 2 SETS OF 4 # 350 MCM CU + 1 #1 CU GROUND IN 3" CONDUIT AIC=1OKA AIC=42KA PANEL-L CONTROL 10KVA E91 PANEL TXFMR MAIN 600A 277/480V ) 120/208V T1PH 120/208V 277/480V 1PH 3W 3W 3PH 4W 3#8CU+1 # 10 CU GROUND IN 3/4" CONDUIT 1 #8CU GROUND ELECTRICAL RISER DIAGRAM SCALE: NITS U z V zU, � N I� .0 W 00 J O 00 00 z UP) LU N zJ�a� O a LU J O LL U -, z v z z Q LU z = LL o LU U z CD l- LU Q U z Q CY ZU LU � U Q U =LU J U LU Z) W SEAL Uz 0 LU � z J J C) LU z ZD LL 0 Lu U pl� LU J V � z O U U U W O W IZ rA 4t Lu U) ON in a� M �LL z Y LLB z U LLJ � rl Iw-I z � r'j .4 O LL I SHEET TITLE I REVISIONS NUM IDATE I DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written pemussion from Buchanan P.E. Consulting,Inc. PROJECT No.: DATE: 04 25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET E-4 OF CODE COMPLIANCE: _— — FLORIDA BUILDING CODE - BUILDING 2014 (5TH EDITION) i' 6"0 CONCRETE FILLED FLORIDA BUILDING CODE - PLUMBING 2014 (5TH EDITION) BOLLARD, TYP. FLORIDA BUILDING CODE - MECHANICAL 2014 (5TH EDITION) / SEE DETAIL FLORIDA BUILDING CODE - FUEL GAS 2014 (5TH EDITION) FLORIDA FIRE PREVENTION CODE 5TH EDITION ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES / / \ U \ NFPA 101 LIFE SAFETY CODE 2012 NFPA 70 NATIONAL ELECTRIC CODE 2014 / / p \ / / '_ \ NFPA 1 FIRE CODE / / GA M R \ NFPA 30 FLAMMABLE AND COMBUSTIBLE LIQUIDS NFPA 30A CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES NFPA 52 VEHICULAR GASEOUS FUEL SYSTEMS CODE NFPA 54 NATIONAL FUEL GAS CODE \ \ NFPA 55 STANDARDS FOR THE STORAGE, USE, AND HANDLING OF COMPRESSED GASES / • — T i _ _ 1 i — ` W ♦ \' NATURAL GAS \ NFPA 495 EXPLOSIVE MATERIALS CODE METER AND NFPA 496 STANDARD FOR PURGED AND PRESSURIZED ENCLOSURES FOR ELECTRICAL EQUIPMENT / / \ \ REGULATOR \ / V / V � V BY GAS COMPANY. \ SET REGULATOR TO 50 PSI. • GAS SCOPE OF WORK - NATURAL GAS SERVICE IS NEW - NATURAL GAS METER AND REGULATOR TO BE SUPPLIED BY GAS COMPANY - INSTALL GAS EQUIPMENT AS SHOWN ON PLANS - INSTALL ALL PIPING AS SHOWN ON PLANS - ALL EQUIPMENT, PIPING, AND CONNECTIONS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS SEDUENCE OF OPERATION: 1. SYSTEM PRESSURE SHALL BE 4350 PSIG, ADJUSTABLE. 2, UPON STARTUP, COMPRESSORS SHALL OPERATE ON INTERNAL CONTROLS. 3. WHEN PRESSURE OF STORAGE ARRAYS ARE SATISFIED, AND THERE IS NO OTHER LOAD ON THE SYSTEM, THE COMPRESSOR(S) WILL STOP, LEGEND r— BALL VALVE PRESSURE RELIEF VALVE CHECK VALVE — � FILTER METAL REINFORCED FLEXIBLE HOSE CAP LPG PRESSURE GAUGE 0-5,00 PSI PRESSURE REGULATOR SOLENOID ACTUATED VALVE COMPRESSED GAS ACTUATED VALVE — BUTTERFLY VALVE NOTE: E-STOP KILLS THE POWER TO DISPENSERS. ALL SOLENOID VALVES WILL BE CLOSED WHEN THERE IS NO POWER. PIPING LEGEND LINE SIZE --\ DC - DOUBLE -CONTAINED (SLEEVE) 3/4-CNG-SST-DC PRODUCT MATERIAL CNG -COMPRESSED NATURAL GAS CS -CARBON STEEL PIPE, SCH 40 G - NATURAL GAS CS2 - CARBON STEEL PIPE, SCH 80 V - VENT SST - STAINLESS STEEL TUBING PE - POLYETHYLENE GAS PIPE YELLOW N�� b—_ o I o t I I '==-° I R35' Q m ` L ✓ w � IIc 25 � - *NC C � SITE PLAN SCALE: 1/16"=1'-0" CHAIN -LINK FENCE TWO 1/2-CNG-SST-DC GAS LINES TO THE STATIONS, SEE SHEET G-2 FOR CONTINUATION SURFACE MOUNTED FIRE EXTINGUISHER ON POST. FIRE EXTINGUISHER RATING: MIN. 20-B: C ESD SIGNAGE NOTE: APPROVED NO SMOKING SIGNS SHALL BE POSTED THIN 10 FEET (3048 MM) OF THE CYLINDER S PORT STRUCTURE OR APPURTENANCE. APPROVED CYL DER SHALL BE BONDED SIGNS SHALL BE POSTED ON E CYLINDER SUPPORT STRUCTURE OR STOP" EMERGENCY SHUTDOWN CONTROL./ A EMERGENCY SHUTDOWN DEVICE SHALL BE LO ATED WITHIN 75 FEET OF, BUT NOT LESS THAN 25 EET FROM, DISPENSERS AND SHALL ALSO BE PRO D N TTHE EMHE COMPRESSOR AREA. UPON AC-1"HIE SHUTDOWN SYSTEM SHALL'AUTOMATICALLY SHUT OFF THE POWER SUPPLY TO THE COMPRESSOR AND CLOSE VALVES BETWEEN THE MAIN GAS SUPPLY AND THE COMPRESSr AND BETWEEN THE DISPENSERS. • (2) 1y2-CNG-SST-DC IN 1-1/4" PVC PIPE \ E7 ,O FUTURE FUTURE CNG COMPRESSOR I I I I - I I O I I A I I I I I I NEW CNG 11--CNG-SST-DCI COMPRESSOR IIN PVC PIPE I I \ 80 GALLON 80 GALL( \CO PRESSED AIR COMPRES 5TOAAGE VESSEL STORAGE i �II CLASS 1 DIV 2 PRIORITY PANEL / I 80 GALLON COMPRESSED AIR $Ek STORAGE VESSEL ,Y \.\�0000 0 ® ='- ELECTRICAL ROOM GAS PLAN SCALE: 1/4"=1'-0" 4" GAS LINE (BLACK IRON PIPE) PROVIDE PRESSURE REGULATOR TO --4- REDUCE PRESSURE I TO 32 PSI I I L 101-0" OUTSIDE CLASS 1, DIV 2 NOTE: INLET SLOENOID VALVE SHALL CLOSE UPON ANY ESD ACTIVATION, POWER FAILURE, O1 COMPRESSOR PLACED IN "OFF" POSITION. / I i (6) 1/2-CNG-SST-DC / IN 1-1/4" PVC PIPE EACH / _FROM PRIORITY PANEL TO/ THE STORAGE TANKS / (TYPICAL) / i pC� M V N N ZM in D � E Z� L W 00 ID J iE Ut 0MIZ inC W Z Z'1- O o � V J m 44Z F- in n z W � o�W IJi- E V~" J W Q � Uj z �" = o W a wz m�rq 2: LU Z �L J W �j Z U J Qv o 2 W z rn V W gLL a LL O1 a SEAL Z z Z O LU � � M a� �J o (n LL. I� Z O J1­4 Y U V) LU Z W_ LLJ LL z a z U �O C7 LL OU U LU a W O d SHEET TITLE GAS PLAN REVISIONS NUM DATE DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written permission from Buchanan P.E. Consulting,Inc. PROJECT No.: DATE: 04-25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET G-1 1 OF 2 INTERVAL OF SUPPORT: PIPING SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING THE SPACING SPECIFIED IN TABLE 415.1 TABLE 415.1 SUPPORT OF PIPING STEEL PIPE, NOMINAL SIZE OF NOMINAL SIZE SPACING OF TUBING SPACING OF OF PIPE SUPPORTS (SMOOTH -WALL) SUPPORTS (inches) (feet) (inch O.D.) (feet) 1/ 6 1/ 4 3/ or l 8 5/ or 3/ 6 l 1/4 or larger 10 I/B or l (horizontal) 8 (horizontal) l 1/4 or larger Every floor l or larger Every floor (vertical) level (vertical) level For SI: I inch = 25.4 ram, I foot = 304.8 men. DEVICES NOTE: PRESSURE -RELIEVING OR PRESSURE -LIMITING DEVICES SHALL BE ONE OF THE FOLLOWING: 1. SPRING -LOADED RELIEF DEVICE. 2. PILOT -LOADED BACK PRESSURE REGULATOR USED AS A RELIEF VALVE AND DESIGNED SO THAT FAILURE OF THE PILOT SYSTEM OR EXTERNAL CONTROL PIPING WILL CAUSE THE REGULATOR RELIEF VALVE TO OPEN. 3. A MONITORING REGULATOR INSTALLED IN SERIES WITH THE SERVICE OR LINE PRESSURE REGULATOR. 4. A SERIES REGULATOR INSTALLED UPSTREAM FROM THE SERVICE OR LINE REGULATOR AND SET TO CONTINUOUSLY LIMIT THE PRESSURE ON THE INLET OF THE SERVICE OR LINE REGULATOR TO THE MAXIMUM WORKING PRESSURE OF THE DOWNSTREAM PIPING SYSTEM. 5. AN AUTOMATIC SHUTOFF DEVICE INSTALLED IN SERIES WITH THE SERVICE OR LINE PRESSURE REGULATOR AND SET TO SHUT OFF WHEN THE PRESSURE ON THE DOWNSTREAM PIPING SYSTEM REACHES THE MAXIMUM WORKING PRESSURE OR SOME OTHER PREDETERMINED PRESSURE LESS THAN THE MAXIMUM WORKING PRESSURE. THIS DEVICE SHALL BE DESIGNED SO THAT IT WILL REMAIN CLOSED UNTIL MANUALLY RESET. 6. A LIQUID SEAL RELIEF DEVICE THAT CAN BE SET TO OPEN ACCURATELY AND CONSISTENTLY AT THE DESIRED PRESSURE. (1) 1 Z_ / / EXISTING EXISTING < EXISTING DIESEL CONCRETE PAD / CONCRET STOP DISPENSER TO REMAIN MAIN OUTSIDE CLASS 1, 10, _011 EXISTING FILLING STATION CANOPY ABOVE ' CNO DISPENSER # 1 \ & CARD READER 2 / DIV 2 CONCRETE STO BLOCK. STYLE, DIMENSIONS, AND CONSTRUCTION 'r TO MATCH EXISTING. / I � I REMOVE XiS-TIJ�G \ NEW CONCRETE / CONCI STOP \ PAD / Z_ \ < \ ' BLGCr / Z A // SURFACE MOUNTED FIRE EXTINGUISHER \ / ON POST. \ / FIRE EXTINGUISHER \ / RATING: MIN. 20-B: C Z_ ETIN EXISTING / \ EXISTING DIESEL /'ONCRETE PAD CONCEPT STOP7NIR TO REMAIN I / BLOCK T REMAIN OUTSIDE CLASS 1� I0' - 011 GAS LINE FROM PRIORITY PANEL, SEE SHEET G-1 -------FOR CONTINUATION PVC PIPE L- (1) 1/2-CNG-SST-DC \ IN 1-1/4" PVC PIPE \ GAS LINE FROM --- \-------- PRIORITY PANEL, i SEE SHEET G-1 i CONTINUATION i I � I / i i i� (1) 1/2-CNG-SST-DC �!� I IN 1-1/4" PVC PIPE i / \ i / \ MANUAL CNG DIpPfNSER # 2 \ SHUT OFF CARD READER \ / — VA VE / CLASS 1 � 2 \y�1ZV 2 ��� I / _ NEW NEW PRE-FAB CONCRETE STOP 11811 /REMOVE CONIC E BLOCK MOUNTED SURFACE FIRE EXTINGUISHER \ ON POST. \ FIRE EXTINGUISHER \ RATING: MIN. \ I' / 20-B: C < \ Z �\ I XISTIN DIESEL DISPEIR �' L I Z L / ISTING STOP BLOCK. � STYLE, DIMENSIONS, Q •• �/ x AND CONSTRUCTION TM TO MATCH EXISTING. I � � NOTE: \ / E-STOP KILLS THE POWER TO DISPENSERS. ALL SOLENOID \ NEW CONCRETE / VALVES WILL BE CLOSED WHEN \ \ PAD / / THERE IS NO POWER. / / / / / / GAS PLAN SCALE: 1/4"=1'-0" p miC� N V " N Z I V n � � E Z LL 00 � t0 00 @1 * ( 011 Z 2,tX) Z Z'q- O o � V J m 44Z F- in n Z � w� J 0- 2 aw LLo �E O76 V~" J W Z �" = LL o C7 w a w Z m l- zhz Z� LU * LL V) J � W Z U J v o 2 w Z m V LU gLL Q ui Q ED O a SEAL Z z Z O LU 0 M a� �J z_ � LL II LU O J Y U V) LU Z W_ O LL Z t2 Z U r.4O LU LL C7 F F OU U U a W O ti SHEET TITLE GAS PLAN REVISIONS NUM DATE DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written permission from Buchanan P.E. Consulting,Im. PROJECT No.: DATE: 04-25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET G-2 2 OF 2 P ESC� 0 A, M1 STRUCTURAL NOTES GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY THE STRUCTURAL SYSTEM FOR THE BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ALL OF ITS SUPPLEMENTS. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: WIND: WIND PER ASCE 7-10 3 SECOND GUST WIND SPEED = 170 MPH CATEGORY II, IMPORTANCE FACTOR 1.00, EXPOSURE C INTERNAL PRESSURE COEFFICIENT -0.18 OR +0.18 FOUNDATIONS: ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf ON COMPACTED FILL @95%. CONCRETE: SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 4000 psi FOR FOUNDATIONS AND SLABS ON GRADE. 4000 psi FOR OTHER STRUCTURAL CONCRETE. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. STRUCTURAL STEEL: WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-572 OR A-992 GRADE 50 AND OTHER SHAPES SHALL CONFORM TO ASTM A36 AND "THE SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. STEEL SHALL RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. STRUCTURAL TUBING SHALL CONFORM TO ASTM A-500, GRADE B, Fy - 46 ksi. STRUCTURAL PIPE SHALL CONFORM TO ASTM A-53 GRADE B, TYPE E OR S, Fy - 35 ksi. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE A.I.S.C. THRU-PLATE TYPE UNLESS SHOWN OTHERWISE. BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A-325N HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF W/2 KIPS FROM THE TABLES IN PART 2 "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED" OF THE MANUAL OF STEEL CONSTRUCTION (9TH EDITION), BUT CONNECTIONS SHALL NOT HAVE LESS THAN 2 ROWS OF BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 OR A-36 (THREADED ROD). CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK UP DATA AS PER CHAPTER 5 OF ACI 318-02. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES SHALL NOT EXCEED 0.40 BY WEIGHT. CONCRETE TESTING: AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: A.) ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE. "MAXIMUM SLUMP SHALL BE ** INCHES. B.) ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS: 1 AT 3 DAYS 1 AT 7 DAYS 2 AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(s) MAY BE DISCARDED. FOR STRUCTURAL NOTES, DETAILS AND SECTIONS SEE SHEET S-2 SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1 1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1-D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. IF ACCEPTED, PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESS THAN 60 LINEAL FEET PER POUR. PLUMBING SLEEVES: MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE ENGINEER. REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. WELDED WIRE FABRIC: TO CONFORM TO ASTM A 185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS RECOMMENDED. CHEMICAL ANCHORS: SHALL BE AN EQUAL TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS RAMSET "EPCON", RAWL "FOIL -FAST" CARTRIDGE SYSTEM, DUR-O-WAL "DUR-O-PAIR" EPDXY ANCHOR, OR HILTI HSE2411 EPDXY DOWELING SYSTEM, OR ENGINEER APPROVED SUBSTITUTION, INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C 90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 PSI ON THE NET AREA (f'm - 1500 PSI). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C 270. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C 476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR ALL VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. BLOCK CELLS AS SHOWN ON PLANS SHALL BE GROUT FILLED WITH 1#5 REINFORCING BAR VERTICAL. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. ALL MASONRY TO CONFORM TO ACI 530-02. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR 0 WALL) AT ALTERNATE BLOCK COURSES. WELDING: WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION USING ASTM E70 SERIES ELECTRODE FOR SHOP WELDING A36 STEEL, AND E70 SERIES LOW HYDROGEN ELECTRODES FOR ALL WELDING OF HIGH STRENGTH STEELS AND FOR FIELD WELDING. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC TESTING. TWENTY-FIVE PERCENT OF THE WELDS SHALL BE INSPECTED AT RANDOM UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. COLD FORMED METAL FRAMING: 1. COLD FORMED, LIGHT GAGE METAL FRAMING INCLUDING STUDS, JOISTS, RAFTERS, AND TRACKS SHALL BE PER ASTM A653 WITH A G60 COATING. 2. MINIMUM YIELD STRESS (FY) FOR 16 GA MEMBERS AND HEAVIER = 50 KSI MINIMUM YIELD STRESS (FY) FOR MEMBERS LIGHTER THAN 16 GA = 33 KSI 3. MINIMUM SIZES SHOWN ON DRAWINGS ARE AS IDENTIFIED BY THE STEEL STUD MANUFACTURERS ASSOCIATION S.S.M.A / / / / / / / / / I I 0 r7 9 I S.S.M.A STUD DESIGNATION 600 S 162 - 54 MEMBER DEPTH A L MATERIAL THICKNESS THICKNESS CONVERSION 6` 600 x 0.01" 33 MIL 20 GA 43 MIL 18 GA 54 MIL 16 GA FLANGE WIDTH 68 MIL 14 GA STYLE 97 ML 2 GA S=STUD OR JOIST 15/8`I.625`162xO.01" 118 MIL 10 GA T=TRACK JS=JAMB STUD 4. PARTITIONS AND CURTAIN WALLS SHALL HAVE DEFLECTION TRACKS WITH A MINIMUM OF 1" DEFLECTION UNLESS OTHERWISE NOTED. 5. MINIMUM SECTIONS FOR CONSTRUCTION. A. EXTERIOR NON LOAD BEARING WALLS: 600 S 162 - 54 B. INTERIOR NON LOAD BEARING WALLS: 400 S 162 - 33 6. UNPUNCHED MEMBERS SHALL BE USED FOR ALL JOISTS, HEADERS AND ACCESSORIES. PUNCHOUTS IN STUDS SHALL BE A MINIMUM OF 10" FROM THE END OF THE STUD. 7. NO SPLICES IN STUD, JOISTS OR HEADERS MAY BE MADE. 8. LIGHT GAUGE CONNECTIONS (UNLESS NOTED OTHERWISE) A. TO LIGHT GAUGE: #12-16 TEN SCREW x 1" LONG. B. TO CONCRETE: HILTI POWDER ACTUATED FASTENERS, X-U WITH 0.157" DIAMETER SHANK AND 1%" DIAMETER WASHER. 1J'4" MINIMUM PENETRATION, 3" MINIMUM EDGE DISTANCE AND 4" MINIMUM SPACING. 9. PROPRIETARY ACCESSORIES CALLED FOR IN TYPICAL DETAILS ARE MANUFACTURED BY THE STEEL NETWORK (TSN); SUBSTITUTES FOR EQUAL OR GREATER VALUE MAY BE MADE WITH PRIOR APPROVAL OF ENGINEER. STRUCTURAL SCOPE OF WORK - INSTALL NEW DISPENSING ISLAND FOUNDATION - INSTALL NEW EQUIPMENT PAD - INSTALL NEW BOLLARDS, POLES, AND FENCE AS SHOWN DRIVEWAY AND SITE WORK BY OTHERS 6"0 CONCRETE FILLED / \ BOLLARD, TYR. / \ SEE DETAIL / �/�-�----i----yam\//-+�----i----•-�� i I I I I I I I I I 5'-0"I :LASS 1 dV 2 \ \ GAS METER \ \ \ \ 0 \ \ I \ I � I I PRIORITY PANEL T \� 80IPALLON 80 GALL // 80 GALLON \COMPRESSED AIR COMPRESS AIR / COMPRESSED AIR / STQAAGE VESSEL STORAGE VESIEQz STORAGE VESSEL / 0000 O \ 0000 O 00/ O O 0000 0 '�0000 0 0-000 0Ff L ON IS DESIGNED ORT OF: EL AES-915-OCO. -R5 FE 14'-11 15'- 0" 10' 0" OUTSIDE CLASS 1, 1 DIV 2 0 N I I N / COMPRESSOR AREA EQUIPMENT PLAN SCALE: 1/4"=F-0" I I / / U z rHn � V 20 z� � N J U �4t (D 000 z m Z � O W z a a O a w LL O U _j LU '" = LL 0 a wz a5 zW * LL Q Q �2 z U G 2 W _1U W m SEAL Uz rZ-1 0 0 Q L) �(D J J 0 L1J U)ZD LL 0 Lu U p� W (I'1 °C z � 0 U W O W a c X E m 0 �U O o o M C M a, N Ln a Q) Ln 0 J N H- V) 0 � Q � � M Ln LL z_ LLJ zv W LU r-1 rw-1 z13- r,J ,-I O LL I SHEET TITLE I EQUIPMENT PLAN REVISIONS NUM DATE DESCRIPTION 1 11-17-1 d CITY COMMENTS 2 12-06-1 CITY COMMENTS 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written permission from Buchanan P.E. Consulting,Inc. PROJECT No.: DATE: 04 25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET S-1 , OF 3 P ick-J,Ce n II� PLACE FENCE POSTS 096" O.C. MAX. GALVANIZED HARE MESH FENCE. T.O. FENCE 9'-0" ABOVE FINISHED p� SLAB. i I PROVIDE SLEEVE FOR FENCE 12" DEEP 16"X16" THICKENED EDGE REINFORCED W/ 2 #5 BOTTOM CONT. & #4 024" O.C. TRANSVERSE 1 POST FOOTER DETAIL, TYP. S.2 SCALE:1/4"=1'-0" PRECAST GONG BUILDING BY OTHERS SLAB ON GRADE - SEE TYPICAL DETAIL #4 CORNER BAR 2#4 CONT W/ #4048 3 FOOTER DETAIL S.2 SCALE: NTS 8" THICK SLAB REINF. W/ #4 08" O.C. EACH WAY AT MID DEPTH 6 16"Xi6" THICKENED EDGE REINFORCED W/ 2 #5 BOTTOM CONT. & #4 024" O.C. TRANSVERSE 2 FOOTER DETAIL, TYP. S.2 SCALE:1/4"=1'-0" 8" THICK SLAB REINF. SEE PLAN W/ #4 08" O.C. EACH WAY AT MID DEPTH TOP & BOTTOM LAYER OF #5 012" O.C. EACH WAY 8" THICK SLAB REINF. W/ #4 08" O.C. EACH WAY AT MID DEPTH COMPRESSOR / STORAGE TANK 1�74 FOOTER DETAIL, TYP. S•2 SCALE:1/4"=1'-0" i 6"0 CONCRETE FILLED i - BOLLARD, TYP. i \ / SEE DETAIL / 301-01, \ / 4 4. 0- 4'-0 4'_0 4'_0 4'_0 4'_0 / / 1 1 \ GAS METER \ S I CON R L I I I S.2 TYP. 1 4 TYP. S.2 erl S.2 FUTURE TYP. �1 I FUTURE I NEW Ili CNG I CNG COMPRESSOR I I COMPRESSOR C I ASS 1 I I I I I �1 .. CONTRdL _ . D V 2 �OINT — _— _—1 �............ �__..—.I7 .—.._..—.._.. I—..�.. \ PRIORITY � ANEL O \\ 801 ALLON 80 GALLON /80 GALLON \COW RESSED AIR COMPRESSEID AIR / COMPRESSED AIR STORAGE VESSEL STORAGEIVESSEk STORAGE VESSEL \ 2'-2" 4'--1 4'/2'-2" \\\ 00000 \ 00000 00// O O 00000 0,0000 00000 FE L�----- - -----� 'I S.2 NEW 3 PRE -CAST S.2 ELECTR. ROOM FE'A _J OUTSIDE CLASS 1, DIV 2 N K1 I cf) / / / S 1-HOUR (MI1 RATED WALL FINISH FLOOR ELEVATION: 19.0 COMPRESSOR AREA FOUNDATION PLAN SCALE: 1/4"=1'-0" U z I --I V J Z LU a Q U co SEAL N 00 00 t�D � 00 C7 00 Z Z 00 ~ LU N w w 0 LL 2 Z Z Q = LL c7 v 0 w Z On LU LL w U Uz �O o~ LEI 0z J J O w z ZD O w ULU p� J V � z O U U CL w 0 W CL Ln X E: UT O u N W o�Q M �LL z_ Y LLJ Z U LU LLj z � O LL I SHEET TITLE I FOUNDATION PLAN REVISIONS NUM IDATE I DESCRIPTION 2010 BUCHANAN P.E. CONSULTING. All information, drawings,and designs are not to be copied, reproduced, changed, transferred, or disclosed to any third party in any form or manner what so ever without the express written permission from Buchanan P.E. Consulting,Inc. PROJECT No.: DATE: 04 25-15 SCALE: DRAWN BY: CHECKED BY: RAB SHEET S-2 1 OF 3