INSTALL_1995 - Laserfiche WebLink

Home Browse Search

_ k111nFF�e1w .Lai. . .. LEX COEF BOTH DESIGN CRITERIA FRP DWBLEWA},--___� FRP pWBlEWA1N �� PULL CABLES (AS SHOWN) TO SAFETY /ACTORS - 1.2$ DURING EXCAVATION, 1.40 AFTER COMPLETION UNOERCROUND TANK UNDERGROUND TANTE •�� TIGHTEN k HOLO W/ ] CABLE CLAMPS. CONCRETE STRENGTH ' - (a - 2.0 IY51 - A S S O C . REINFORCING STEEL - GRADE 40 PULL CABLES S110NCA TO 6 CUPS TCN TEN L HOW ID W/ 3 CABLE C-AMPS. REOUMEO WT. OF PEA GRAVEL BACKFILL DRY 100 PCF TIGHTEN SUBMERGED - 60 PCF nCi1TEN / 3 CABLE CLAMPS TIGHTEN / �p11EN ARCHITECTS R I-� T T [�(, _ D WT, OF CONCRETE DRY - 150 PCF / / PLANNERS I I SUBMERGED - 88 PCF (TY'.) BUOYANCY - DISPLACEMENT X 62.4 P,Cf. --HOLD-DOWN STRAP HMO-DOWN STRAP 3 CABLE CLAMPS PRONGED BY FRP TANK MANUFACTURER,BY FRP TANK 21 15 J STREET, SUITE 213 BURIN. : 4'-0' Inv.) MANUFACTURER (TYP.) WATERTABIFS I Q Y-6' BELOW TOP OF TANK SUB SACRAMENTQ CA 95816 AT BOTTOM OF TANK 51-AS (D 8'-0" t DIAMETER 12,000 GALLON DOUBLE WALLED F.R.P. TANK -METAL CABLE �J F SINGLE OR MULTIPLE INSTALLATION, EYELET. FAX 916.44806583 -- /2- YORE ROPE O WATERIABLE O 3'-d' ( ) -HOLD-DOWN TANK BUOYANCY: 10'-0' 3 CLIPS REQUIRED If LOC HOLD-DOWN ©, 199$ LEO REVISED, D A350GIAT R 9' O 3' O.C. (TYP.) G LOC PBE ANS MAY NOT BE REVISED, COPIED, OR _. PERMISSION (50.27 X 62.4 X 29.04) + (268.08 X 62.4) + (30.38 X 62.4) . 1097119/ gra It REUSED WITHOUT PRIOR WRITTEN ARCHITECT. 419.1 F.R.P. fl15EA BUOYANCY: '� _ � GA� Z�Qj „/ 'Wp4OR Lam'• ,r OF LEX GOFPROTH, ARCHVTECT. 'Rlt SEE DETAIL Is 2(12.57 X 614 X 4) - 6274.91/ r .-� h SHEET. TOTAL DISPUEFu£7(1' 109718 + 6275 - 1159931 0 1 WT. OF CONCRETE 10 % 39.04 x 1123 - 43920/ WT OF TANK - 3994/ CABLE CLAMP DETAIL STORAGE TANK HOLD-DOWN ASSEMBLY ALTERNATE STORAGE TANK HOLD-DOWN ASSEMBLY . - - GROSS VOLUME Of DRY BACKFILL FOR FRP TANKS ONLY (USING PRECAST CONCRETE FOUNDATION PILES) 10+9.24 X 276 c 39.04 - 1032.60 W.PT. 2 6'-ov 1 HOLD-- DOWN ASSEMBLIES VOLUME OF 48'0 F.R.P. RISERS - 75.40 W.FY. NO SCALE NET VOLUMC OF DRY BACKFILL - 957.20 CU.FT. CABLE CLAMPS 0 WIDE WE OF DRY FILL 100 X 957.20 - 95720.8/ SEE OETAILS GROSS VOLUME Of WET 8ACKFILL OVER TANK SHELL �� HOLD DOWN ( 2�+dX 4.25 - =0'27 } X 29.04 + 333.96 CU.FC ��\fir Y-0' STRAP 9. O I�+ VOLUME OF 46'0 F.R.P, RISERS - 25,12 CU.FT. `\a MIN. t}, MIN,S1IXiACE NET VOLUME OF MET BACKFILL OVER TANK S14ELL - 308.64 CU.FT. t2, I TANK VOLUME OF WET BACKFILL OVER TANK DOMES 2( 1 % 4.25 X e - 13 '0+ ) - 137.96 CU.FT. 0' 11 10' MAX 111 TOTAL NET VOLUME Of MET FILL - 446.8 C.I. FT, -lyl, I 12' _ WT. OF' MET RLL 80 X 446.8 - 28808/ I {rya • T /4 ANCHOR k PICK-UP T RICHT (TYPICAL) q' I �� y LOOPS-SEE DETAIL AT 2' RAP' CW . 170116/ - 1.47 X BUOYANCY .'. O.N. � -.. o � � NO HOLD DOWNS REO'D. �� ) / I 4 © WATRTADLE O 9• // It - TIES USE 12' X 12' R/C LOG n2'X12* i i � I I -Ie' . 6 I' RAD, BETWEEN TANKS AND // • WT. OF CONCRETE LOG - 39.04 X 88 - 3347.52/ /j%AT SIM. / X11 I L � 5-/5 (rYP.) I Jj VOLUME OF BACKFILL OVER LOO / ( - � 14 I L,.J 3404 X 5.375 - 204.46 CV.FT. L.-..•...III .-I WT. OF BACKFILL OVER LOO - 204.44 X 60 - 12267.6/ - -� { � LOC SECTION ANCHOR LOOP OErTAIL #2 TIES (TYP.) SITE IMPAovEMENTs AND 5/1e/sg A IW - 3996 + 43920 + 64240 + 2(3347.52) + 2(12267.9) - 1833a7/ (TYP) 12' BED ___ _ - 1 BUILDING SHELL SUBMITTAL SAFETY FACTOR 1.1T Off. -I ---�-- -- REVISIONS ' I-TTT^� rTT�T12 X 12 HOLD DOWN L00 FOR U$E q SINGLE pp BALLASTING DURING EXCAVATED CONDITION : AND MULTIPLE TANK INSTALLATIONS «( AS INDICATED. DEVELOPED BY. PERMITTING FITTERS TO WORK SAFELY ON TCP OF -- ----- -- -- --- .-� TANK: (POR SINGLE OR MULTIPLE TANKS.) 2 HOLD--DOWN LOG LOCATIONS SCALE: ,/r-1•-o• 3 HOLD- DOWN LOG REINFORCEMENT DETAILS SCALE: 1'.1'_0' P7 (ARTH IAN Inc . VOLUME QF B2Tp(FILL IA130A ` TON ( :7 0 LUCERNE D R . + X e - ]Q ze _ a.e7 w.Ft {[ 2 / -� 37'-0 1/2' OVERALL LENGTH SECONDARY TANK (12,000 CALLON) FIcLp I/GVIF( SUITE J 3 WT. OF 8ACKFILL 6.07 X 95 - 653 - WATER1ABlE WT, Of TANK __ j',L, TANK AND LOG SUNNYVALECA EW-776/ . I YATN V-0" WATER IN EXCAVATION2 -0" BUOYANCY 9.62 X OL4 - 613/ A-9.82W I �� SAFETY FACTOR 1.27 OK. 12'X12' LOC WHERE A150. DESIGN OF BALLAST 'lOCS'_(i 2' % 12') i E IU r�r- r�L r� LATHROP CHEVRON MAX t - 32'-6' W/ PICK UP O ENO POINTS I '/ �I('-( ISIZ� �F M oh K �� 2, MAX 1 WAX.I ��y�l SERVICE STATION _ 2.4 X .,5 X (5.751 . 2.,9 - FOOD MART and QSR A. _ 2.4A .15 2_15 TOP L7ex9,s _ Uma[ - 5.81K At6'6 -.39 2- 15 (BTU,) S'-2 3/4' 55 4 2 ) ' 1.76X9.S USE 12 TIES • IS' 0.0. / 4 'LOOPS' • PICK-UPS. I I I I I 5'-8 3/4* w 8'-4 1/2• 4'-I,' 4'_t,' -- 6-_-412'..._,__w _ S'-6 3 4_ CORNER OF LATHROP PONT. ,z' ANaNOR Looe (TIP ) TOLD DOWN LOG ROAD & HARLAN ROAD LATHROP CALIFORNIA vaNT. 2' RAO. 1 1/2' CLR. 3�--- TYP. "�� • RAD. ��2i' MAX �. V-6' MINX. _19'-0 1 4' SHORT LOG 19'-0 1/1' (SHgiT lOG ?-L-- J 4 (TOTAL LENGTH OF ONE -LONG 1,00_x'-o 1�2 Q :0619. OF TWO •SHGRT LOGSL______ T� TANK & LINE DETAILS (12'50. X 32-6') AHt3HCR LOCP TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS N0"` XERXES TANK .PICK-UP POINTS SHALL BE AT THE WIER USE HOCKED // BARS AEFER T Loops. NOTE_ VERIFY LOCATION Of TANK HOLD DOWN STRAPS ALL TANK AND LINE INSTALLATIONS SHALL BE •REFER TO TANK ONO'S FOR LOCATION OF ANCHOR , PICK-UP POINITS FOR LOGS SHALL BE THE OUTER LOOPS. [� MAX. LOAD 3''S X 150 - 24361 STRAP FASTENING HOOKS. WHHICH SMALL BE HOT- WITH TANK MANUFACTURER BEFORE FABRICATION 2 DIP GALVANIZED. PERFORMED BY A LICENSED C61 -D40 CONTRACTOR. 1. REFER TO SHEIET F-6 FOR TANK Hao-DOWN 2436 •TOTAL PALLS! LOG LENGTH S+LII EW AL THESE PLANS ARE DIAGRAMATIC IN NATURE AND Fr - "7U - 6095 PSI TANK LENGTH. (USE SECTIONS AS R(O'D.) INSrALLAnON SPECIRCATCNS, 01 HOLD DOWN LOGS . ARE NOT INTENDED TO BE AN EXACT REPRESENTATION SCALE : NONE OF THE FINAL PRODUCT. THESE PLANS SHALL BE DRAWING # USED BY THE CONTRACTOR AS AN AID ONLY. 94-1003 4 STORAGE TANK HOLD DOWN LOGS CONTRACTOR SHALL BE RESPONSIBLE FOR THE TDO)scALE: I/4 _r_D COMPLETE INSTALLATION OF TANKS, PIPES, AND #ALL EOUIPMENT ASSOCIATED WITH SCOPE OF WORK. PROJ. 5/ 18/95 OF