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1 2 3 1 4 1 5 6 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 M FRP DOUBLEWALL--_____z FRP DOUBLEWALL� PULL CABLES (AS SHOWN) TO OFtSIGN CRITERIA COMPOSITE TANK UNDERGROUND TANK UNDERGROUND TANK TIGHTEN &HOLD W/ 3 CABLE CLAMPS. M SAFETY FACTORS - f'c DURING EXCAVATION, 1.50 AFTER COMP PULL CABLES (A, 6HOWi,, TO (tON 5 CLIPS TIGHTEN & HOLD W/ 3 CABLE CLAMPS. CONCRETE STRENGTH - f'c = 2.D k51 REQUIRED REINFORCING STEEL - GRADE 40 TIGHTEN / TIGHTEN TIGHTEN / TIGHTEN WT. OF PEA GRAVEL BACKFILL DRY - 100 PCF f SUBMERGED - 63 PCF TIGHTEN- 3 CABLE CLAMPS L WT, OF CONCRETE DRY - 150 PCF TURNBUCKLE (TYP.) SUBMERGED - 87.6 PCF HOLD-DOWN STRAP HOLD-DOWN STRAP $ L -3 CABLE CLAMPS PROVIDED BY FRP TANK PROVIDED BY FRP. TANK BUOYANCY = DISPLACEMENT X 62.4 P.C.F.: -- (TYP.) MANUFACTURER (TYP.) MANUFACTURER. BURIAL 4'-0" (TYT' CLAMPS HOLD-DOWN STRAP PROVIDED BY TANK WATERTABLES a 3'-0" BELOW TOP OF TANK SLAB MANUFACTURER. (TYP.) © AT BOTTOM OF TANK SLAB METAL CABLE 01 EYE 8'-0" t DIAMETER DOUBLE WALLED F.R.P. TANK „ HOLD-DOWN LOG 112 ROPE RAPE (TYPICAL) HOLD-DOWN SINGLE OR MULTIPLE INSTALLATION. HOLD-DQvna �� / K - - 9.0 6" r i !' 1-3 CLIPS REQUIRED LOG LOT; K r c� WATEfiTABLE � 3'-6" ''+ 03 O.C. (TYP.) 0 PER LINEAL FOOT OF TANK :o-�"�+"••,. I)� .'----� ANCHOR LOOP. I i Bh6"`1 ANCA' 50.26 X 62.4 = 313, 7-ce nNr,1101� O�>f• ',I ! -- '`�.� \' _ C\\ -• = Y`�ySEE DETAIL THIS WT, f1F L'ONCRETE LOX 75 = 750# 01: IAll 1HI', 'dil l I ~•-.-: �' , Itwlr ter c> r SHEET. WT, OF TANK = 200VOLUME QF DRQ' BACKFILL STORAGE TANK I KOLD--DOWN ASSEMBLY CABLE CLAMP DETAIL STORAGE TANK FKXD-DOWN ABY ALTERNATE STORAGE TAW HOLD-DOWN ABY 10+9.06 _ ..X 3-D - 28.60 CU.FT. 1(11' i �!�11 1"I',I I \hJ J 1 \;x�W'T. OF DR3 FILL 100 x 28.60 2800 f VOL OV-,'. of SL)BkAERGEn BACKFL_ ... 5C::6 = 13.25 CJ FT ----- W L!BM rc PACSFtiL 1 1 HOLD---DOWN ASSEMBLIES 6- \ 13.28 86# 2W = 4644 = 1.48 X BUOYANCY Z- 1.50 O.K. NO HOL2 DOWNS REVD. oll. h" 61\t. RAI! tt W,f11 ,tLONOARl IA.NK I10.044l t,ALLUN1 51'..11 1 4" ��\ER.\(l l:Ni:1F{ },, 1.-i'Ni'd;�l .'ANI �'\�...� :A:1.�N) (� WAIERT,4BLE 0 6 "'C -' - -P G - ^{ a. ., ,✓ - 3 LLu^ . - 6.75 SQ.FT. tt4' ' ") USE 1�' X 12 R C OG 4 shK AND L�> eI SETWtEN TANKS AND }� IANK ANU 10(; TANK NO 1_0�- DL AT SIDES VOLUME OF BACKFILL2 X 6.75 + 24.16 + 18.2 = 55 86 CU.FT/FT - --��,�,LL ✓nW�iSTKaPs,rPEW = 750 + 2DO + 55.86 X 63 + (2 X 87.6; = 4645# SAFETY FACTOR 1,48 OK. j I t I IBALLASTING DURING EXCAVATED CONDITION `----12"x12" LOG /-'P) PERMITTING FITTERS TO WORK SAFELY ON TOP OF•.TANK:(FOR SINGLE OR MULTIPLE TANKS.) Q WATERTABLE 2' MAX. IN EXCAVATION 6,87p - VOLUME OF BACKFILL ABOVE fL - 8_`�-5'_5 14'-10" 4 X B - 5226 = 6.87 CU.FT. (6'-9 7/8") ( b 9 '.'8') WT. OF BACKFILL 6.87 X 95 = 6530 5'-11 1/8" 8'-4 1/2" 2'-2' 2'-2•' 8'-4 1%2" 5' P l q" 5'_4" g_3' 2'-31/2"2"-31;2' g'_g 5•-4 WT. OFTANK200 WATERTABLE I •) �. 2'- 2 1 _b'-4' 3'-2 1 ' Y-2 1 6' 4" 2 2 1 '2" (6'-9 ';'B") (6'-11 3/4") (4'-11")(4'-11") (6'-11 3/4") (6'-9") ANCHOR LOOP (TYP.). 15`-6 1/2')(5'-6 1/2"} /-HOLD DOWN LOG EW=853# r -ANCHOR LOOP (5'-2 1/2" 5'-2 1/2") HOLD DO LOG SLI ANCHOR LOOP (TYP.) HOLD DOWN LOG WITH 2•-0" WATER IN EXCAVATION 2, 0" (TYP.) BUOYANCY 9.82 X 62.4 = 613# 12"X12" LOG 182 SAFETY FACTOR 1.39 OK. 12"- WHERE REO'D F' DESIGN OF BALLAST "LOGS" {12" X 12") 10'-8 1/2" "SHORT LOG" t0'-St/2" "SHORT LOG" iti'-5 Sj8" (SHORI LOG) 16'-5 5/8" (SHORT LOG) 15'-10 1/2" SHORT LOG 15'-10 1/2- SHORT LOG __ 18-7 1/2) (18-7 1/2") - F MAX. t = 32'-6" (Il'-2 1/2") (11--2 1/2") (19'- 2 5/8) (19'-2 5/8") r TOTAL LENGTH OF ONE "LONG LOG" 31'-9" OR COMB. OF TWO "SHORT LOGS-) W/ PICK UP ® END POINTS I 51 TOTAL LENGTH OF ONE "LONG LOG" 21'-5" OR COMB. OF TWO "SHORT LOGS" (TOTAL LENGTH OF ONE "LONG LOG" 32'-11 1/4" OR COMB. OF TWO "SHORT LOGS") (37'-3") .Y ,. 9" MAX. Moh = 1/2 X .15 X (5.75f = 2,48 IK 21' MAX. 1'-6" MIN. (25'-5-) (38'-5 1/4") OWENS CORNING TANK As = 2.48 = .15 2- # 5 (TDP) PLASTEEL COMPOSITE TANK XERXES TANK 1.76X9.5 Mmox = 6.61K As 6.6 =.39 2- #5 (BTM.) NOTE: " 1.76X9.5 USE #2 TIES ® 18" D.C., # 4 "LOOPS" 0 PICK-UPS. - - DIMENSIONS IN PARENTHESES ARE FOR 12,000 1. PICK-UP POINTS FOR LOGS SHALL BE THE OUTER LOOPS. GALLON TALCS. II 9'-5" DIAMETER PLASTEEL COMPOSITE TANK, VERIFY LOCATION OF TANK HOLD DOWN STRAPS 2. REFER TO SHEET F-7 FOR TANK HOLD-DOWN E E SINGLE OR MULTIPLE INSTALLATION. 10.32' INSTALLATION SPECIFICATIONS. OF MLD DOWN t o.3z' 6" OF HOLD DOWN LOOS. Ua WATERTABLE 0 5'-0" PER LINEAL FOOT OF TANK O BUOYANCY (69.64-3.97) X 62.4 =.4098#. v M' 4 STORAGE TANK HOLD DOWN LOGS WT. OF CONCRETE 11.4 X 75 =855 # co SCALE. 114"=l'-O"- j _.; WT. OF TANK 670.# v VOLUME OF DRY BACKFILL 11.42 + 10.32 X (4.5-3.97) = 44.95 CU.FT. WT. = 44.95 X 1DO = 4495# CABLE CLAMPS 0 GUIDE 2 SEE DETAILS LLJ L VOLUME OF SUBMERGED BACKFILL g'-g"m D • 0 10,32 +.9,42 (6964+3.97)._ # \ - -HOLD DOWN 2 X 3.7 - 2 5.67 CU.FT -- WT. = 5.67 X 63 = 357 � \ j / STRAP E W = 6377# = 1.55 X BUOYANCY NO HOLD DOWNS. �\ 2 0" f/ O WATERTABLE 0 6" \ \� MIN. CL STORAGE MIN. - USE 12" X 12' R/C LOG BETWEEN 7.625 \\ 12" TANK MARK DATE T REVI910N3 INITIAL TANKS AND A SIDES. TANK FOLD DOWN .VOLUME OF BACKFILL- 2 X 7.625 + 27:79 + .88 = 65.68 .6 = 1� 12" 12" LOG INSTL AND CALCS SA = 855 + R + 65.88 X 63 + 87.6 = 5763# 1y I I I t #4 ANCHOR &PICK-UP 2" RAD. SAFETY FACTOR 1.33 OK. c BALLASTING DURING EXCAVATED CONDITION _ _ ; LOOPS-SEE DETAIL AT 9-2396 c (V r RIGHT (TYPICAL) 8" It BACKFILL ON TOP OF TANK 9.55 SQ.FT.-907 1I #4 25650 HWY 99 NO., WT. OF TANK 670 # E W =. 1567 # / / d °o a I#2 TIES ® ACAMPO, CA. WITH 3'-0" OF WATER IN EXCAVATION 12" POINTICK-UP � / �� a 18" O.C. - BUOYANCY 19.1 X 62.4 = 1192 # �' • F • �1" RAD. O SAFETY FACTOR< 1.31 OK. [: ,,-2" RAD. 1 1" CLR. TYP.. -� �(1 I I - 5-#5 (TYP.) Chevron 3-#5 /�i" RAD. 21' MAX./L4] 4� 1'-6" MINX / I I I I 0 es e .O IIII I� ,� N rthw t Ren n B B 2- 5 t6- L�J U , - III LOCI SECTION ANCHOR LOOP DETAIL *2 TIES (TYP.) (12"SQ. x 32'-6") ANCHOR LOOP 0°000I 2" BED nD E ROBERT H. LEE & ASSOCIATES. INC. TIE DOWN STRAP ANCHORAGE AND PICK-UP POINTS NOTE` OcbOO pn�jv' O�pO I_ AFt0Hn EcivwE �0ANEERx41a ENVFt0t*AE%rrAL ISERVICE8 *PICK-UP POINTS SHALL BE AT THE OUTER VOA 1137 NORTH McDOWELL BOULEVARD PETALUMA CA. 94954 (707) 765-1660 USE HOOKED #4 BARS ANCHOR LOOPS. _ _ JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER ;REFER TO TANK DWG'S FOR LOCATION OF ANCHOR ( I I I I -III I I-I I I RHL REVIEW INITIAL DATE DATE: d MAX. LOAD 32'5 X 150 = 2438# STRAP FASTENING HOOKS. WHICH SHALL BE HOT- -I m 2 DIP .GALVANIZED. I -III-III- 12" X 12" HOLD DOWN LOG FOR USE ® SINGLE L� AND MULTIPLE TANK INSTALLATIONS OR AS INDICATED. PRELIMINARY 2438 .TOTAL BALLAST LOG LENGTH SHALL EQUAL OR. BY: F PLANNING w Fs = 40 = 6095 PSI TANK LENGTH. (USE SECTIONS AS REO-D.) a z _ STEEL BID GENERALR 6 A A BLDG PEMIT B10 r ji°.'. 77- APPR.:.S....%. z kx RHL N 8344.10 0 PERMIT. REV'S SHEET ' - CONSTRUCTION - 0 -2 HOLD-DOWN LOG LOCATIONS SCALE: 1/2"=1'-0' 3 HOLD-DOWN LOG REINFORCEMENT DETAILS SCALE: 1"=1'-D' for nstruc orL F-9 unless initialed ___ 1 - 2 3 - - - 4 8 - 7 8 _ 910 11 12 13 14 15 id 1-, _1B