DOE EBO A3.0 SHT SEPT 14 2015
Are. Caribbean Se, . =) Drofessional ) Consultants 2 tiie a fv 212 BOURNEFIELD i) LINDBERG BAY, S OMAS P.O.Box 305647 St.Thomas U.S.V.I. 00803 8"X8" CONC DECO BLOCK Tel: 340-774-3357 TO ALLOW AIR NEW 3" DIA. MTL FLOW FOR PROPANE WROUGHT IRON TANKS Ma, o 8" ROOF GATE VERTICLES EXISTING EXTERIOR PROPANE TANKS 125 GALLONS BOTHWAYS PACE AT 6" WALL AT LOADING DOCK — EACH TO BE VENDOR TO CONNECT : 0.C. LATERALS EACH TANK IN COMPLIANCE WITH THIS ARCH OPENING TO AT 12"0.C. NFPA SCHEDULE 58 CODE AND Foc AS BASED oy 412-12 SLOPE | LOCAL BUILDING CODE | NEW CONCRETE ROOF - _ 5 8-4" | FIELD VERIFY \ Y\7 é SY NEW 8" BLOCK WALL WITH | \ 3 HINGES VERTICAL REINFROCEMENT | TIT Ae POOL r EMBEDDED ae #3's at 6" O.C. aN 7 = 7 ~ WROUGHT IRON | 3 —4 + BOTHWAYS “Pay. …
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Are. Caribbean Se, . =) Drofessional ) Consultants 2 tiie a fv 212 BOURNEFIELD i) LINDBERG BAY, S OMAS P.O.Box 305647 St.Thomas U.S.V.I. 00803 8"X8" CONC DECO BLOCK Tel: 340-774-3357 TO ALLOW AIR NEW 3" DIA. MTL FLOW FOR PROPANE WROUGHT IRON TANKS Ma, o 8" ROOF GATE VERTICLES EXISTING EXTERIOR PROPANE TANKS 125 GALLONS BOTHWAYS PACE AT 6" WALL AT LOADING DOCK — EACH TO BE VENDOR TO CONNECT : 0.C. LATERALS EACH TANK IN COMPLIANCE WITH THIS ARCH OPENING TO AT 12"0.C. NFPA SCHEDULE 58 CODE AND Foc AS BASED oy 412-12 SLOPE | LOCAL BUILDING CODE | NEW CONCRETE ROOF - _ 5 8-4" | FIELD VERIFY \ Y\7 é SY NEW 8" BLOCK WALL WITH | \ 3 HINGES VERTICAL REINFROCEMENT | TIT Ae POOL r EMBEDDED ae #3's at 6" O.C. aN 7 = 7 ~ WROUGHT IRON | 3 —4 + BOTHWAYS “Pay. OVERHANG INTO CONC si GATE | = 8-4" 2 re oy LINE DENOTES aos WA | | % A ona OUNDATION FOOTING f | ™ ™ co - | 2'-0"X 1'-0" DEEP ‘ : Z C yiid \ 2 Z | | - | | 6’-4” ——} | 4n)s \ NEW 8" BLOCK WALL WITH || TOP OF SLAB 1 \; VERTICAL REINFROCEMENT ; O 8" BLOCK WALL O W/PLASTER FINISH a5 (op) —1_| PROPANE TANK LAYOUT —2_| SLAB REINFORCEMENT PLAN 3_| ELEVATION A&B/ C&D TYPICAL a ES <{ << Z = _ OD = Wu a = 16° MIN. , EXTERIOR BLOCK » | uss © , WALL@LOADING |W | vy xeQd —eEE — #4's REINFORCEMENT DOCK O LOS : 7) Cw} \) ie ey @ 16"0.C. AND BLOCK | 2 |SE;% LORS LS es te, CELL WITH REINF. TO BE FILLED 8" BLOCK WALL 9) Ows : A eh, 6" REIF. CONC SLAB < | 25y 8-#5 WITH #3 STIRRUPS ino “t ep) => < < AT 8" ON CENTER (TYP.) oe 3/8"@ 6" 0.C. BOTHWAYS Y #4 @ 8" O.C. 43's at 6"O.C —_ qos 1/2" MINIMUM PLASTER iC)! , BOTHWAYS sa _ < 3LO elif) 4 BOTHWAYS Fr | 4QNr FINISH ON BOTH SIDES (TYP.) \ Z LL MM o FILLED WITH CONCRETE (TYPICAL) 4 \ 2h rs a — - IN (ap) DRAWN BY: 4-#3'sw/#3 TIES @8"O.C. TYP. —| | [= ——— = 8" OVERHANG. | CHECKED By: == =i i ye) Zi -———WIDRIP STRIP E. BLAZE a | | (a | a) T.S. 1/3 L 1 APPROVED BY: #4's @ 10" O.C. —| | E ma = B - a 8B" FE. BLAIZE SL = . = | E VY { ‘ CONTRACT NO.: 3! #4's CONT. ——| LIE eee \ CONTRACT.NO NEW WROUGHT GATE I | —| | — — | E — OKO: a PROJ.NO. DATE: 4 5 6 SHEET NO.: cams) WALL DETAIL @ PROPANE TANK LOCATION a SLAB/ WALL DETAIL @ PROPANE PLATFORM | iasccj ROOF REINFORCEMENT PLAN A 3.0 SHEET NO. # OF ## SHEETS