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1Q S. STRUCTURAL NOTES 5. DESiO!t C E RIM ' • _
w - 1. TANK & FOUNDATION SHALL BE SITED A MIN OF if CLEAR FROM A. WIND 50 MPH, EXPOSURE ° Q" P.1.0 a - SLOPES IN FINISH GRADE CONTOURS AND SHALL DE SITED A MIN DIMENSION ° H' B. • SEISMIC ONE 3. I =1.13
E' • rf.tBr s man - 1 /4' /a1 /r FROM RETAINING WAt LS AND BASEMENT WALLS PER DETAIL "A'. . = - 6. FOUNDAT1Ohl MAMMALS: t 1 A I T p� L t/ 1
avavu. warm - 1/{% ;1/'' FINISH GRADE SHALL BE ESSENTIALLY FLAT AT LOCATION OF TANK. A. CONCRETE f'c 2,500 PSI MINIMUM lr 1 t_ I I '% f\
, ° I 104E841. t+octtr - I/4'/ +1 /k' ' 2. DOWN SOIL PRESSURE ASSUMED TO BE . 1.500 .PSI. B. REINFORCI}G STEEL fy = 40,000 PS! (GRADE 40) MINIMUM _ p, [ A T
o EVER OlieMCs - 1 /s' / +1/� S. ALL FOOTINGS TO BEAD. ON FIRM. UNDISTURBED SOIL OR APPROVED COMPACTED FILL. 7. ALL. STEEL FOR TANK STAND SHALL BE ASTM A36 I NSTI,LL/ 1 I0 N .s.,--z
\ I- 2aG -1ti1 -bona - A REGISTERED GEOTECHNICAL ENGINEER SHALL BE RETAINED BY OWNER TD PROVIDE B. ANCHOR BOLTS ARE 1/2 DIA HILT} KWIK BOLT 11 OR OWNER. , -„.. -
,� . RECOMENDATIONS IF ANY UNUSUAL C53NDITIONS ARE ENCOUNTERED -IN THE FOOTING APPROVED EQUAL. ACMISC QTY: 1 —
n! ; ' ' L . - • EAGAVATIONS - OR IF COMPACTED FILL, IS REQUIRED.
( . ,' cal 4. AL. Wa SHAH. BE IN S TRICT COMPUANCE WITH. THE UNIFORM BUILDING CODE AS ° n ` `x :s" ""
fax OF
CM AS AMENDED BY THE STATE OF OREGON III ALL OTHER STATE lc LOCAL CODES &
o I eaartlac • 1wi r C »r.: knatvdh BD 0 G : QU ' _,,.. NTS THAT APPLY' . - 61 -DI -01 SUPEERCEGE5
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51 . PRODUCT # (US GAL . t141( A B C 0 - .E • F, G H ' •
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202201 240 12 ga. . 12 12 12 12 60 1119111911%" NPT,
-- D B, —71--- 204201 275 1 ga 12 12 12 12 60 48 44 5/2" NPT
--1 C -...,;_—....._, A . -..„( 205201 330 12 ea 22 12 12 12 72 48 . . 44 W' NPT
0 0 207101 220 12 ga. 6 12 24 . 48 34 . - 44 W NPT
• 208101 138 12 6 81/4 81/4 30 . 20 44 1 /2" NPT
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• 209101 , 120 ,Er3 6 ammins 30 20 47
. ED _ 211201 2/5 10 ga 12 • 12 12 12 60 48 44 1/2" NP1'
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GRANSy :STEEL TANKS . . • .
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TitIe: RESIDENTIAL AMERICAN VERTICAL TANK (GENERIC) ' DWG#DA—WRSDUOV_A
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\ ' RESERVOL IRS YAW 6.........,,....,...............A.t...........,....,.....,....................igY Standard: tIL-80 ALL DilvIENSIONS IN INCHES 200541246
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'O 2005 GRANSY INDUSTRIES LIMITED PARTNERSHIP '.
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