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QUOTE
CWascottPORTLAND SEATTLE TRI-CITIES
435 NE Hancock 6530 5th Place South 200 S 20th Ave
Portland,OR 97212 Seattle,W 98108 Pasco,WA 99301 1
(503)282-2587 (206)763.7867 (509)543-2018 jNumber;037678
EQUIPMENT FAX(503)288-9664 FAX(206)763-9006 FAX 1509)543-2051
Since 1960 `Printed 07/23/2012
Page 1
Ship To: CHUCK LAMB Bill To: CHUCK LAMB
SAME 13770 SW FERN ST NEW 13770 SW FERN ST
TIGARD,OR 97223 TIGARD,OR 97223
Reference# Expires SIsp Terms I Whse Freight • Ship Via
08/23/12 C 1%10 DAYS 1 01 BILLED ' SEE NOTES
Quoted By: RBB Quoted To:
Item `Description Ordered UM Price UM 1 Extension
•*NEW HOME HEATING TANK
520SW TANK,520 GALLON I EA 1105.00 EA 1105.00
SINGLE WALL
UL-142 LABELED WITH 4-2, 1-4"
F.NPT FITTINGS&SADDLES
DIAMETER: 3'10"
LENGTH: 6'
HEIGHT: 4'
WEIGHT: 558LBS
FREIGHT FOB SALEM
TANK IS IN STOCK
5/8"ANCHOR IS RECOMMENDED
•
1 � i
ACCEPTED FOR PURCHASE Signature: Date:
APPROVED BY MASCOTT MANAGEMENT Signature: Date:
TERMS AND CONDITIONS SET FORTH OR NOTED ON ATTACHMENT SHALL EXCLUSIVELY GOVERN THIS SALE
Continued on next page ...
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STRUCTURAL NOTES
.1 Tonk,stand and foundation shall be sited a minimum distance from adjacent
existing retaining walls and basement wails as Indicated In Details below.Finleh
grade shall be essentially flat at location of tank. Distances shown for clearance l
between oil tank footing and wait are absolute minimums for structural design --
requirements. Other considerations may necessitate larger clearances:• Proximity
of tank to structure(s)shell satisfy all applicable codes,regulations and standards.
Oil tank/footing may be oriented in any direction. Contact structural engineer for
evaluation and recommendations if height of adjacent basement wag exceeds 8'-0. f
2. Desi0.35 i sail pressure assumed to be 1,500 pef. A coefficient o/friction value of - "` % _,__,...--- '''''''..--
'41'
3. AN footings to Dear on firm,undisturbed soil or appproved compacted fill. As assumed."
/ t---
�,i
registered geotechnical engineer shall be retained by owner to protide ���-
recommsndatione if any unusual conditions ars encountered In the footing r -
excavations.w if compacted NI Is required. - "
4. All work shall be In strict corn -_•::::--------' ".".1
amended by the State of()regal end ailDotAer st�ot8elmid local International
buildiCode ng
'�
requirements that apply. _
a. Empty Tank Weight .318 lbs
OA weight(tank contents) .2100 lbs5. Design Criteria:
31:,-----,-: ;�
Total weight(tank+contents) w 2418 lbs /
b. Wind 80 mph,(fastest mile) not toe exceed
1.1.0 (Height of tankr. ' -
b. WindSeismic above surrounding grade not to axceetl 15� _.,...-.-'--------'-_„.-------e"----------------------__----=--
$•110%51.40%Ig.1.D,R•3 Site doss D � =
8. Foundation Materials:
Seismic Design Category"D'
i
- i- i.--_is:
a. Concrete Fc w 2500 psi minimum
b. Reinforcingsteel - !
Conform 7 ASTM A185 'tel -' - - l
7. All steel for tank stand shall be ASTM A38.
8. All welds shag be mode to AWS Standards with ER70XX electrodes.
�^ n�,�
8• Steel strapping shag be 1>}'x 0.028'rine/wax strappingl /
strep th of 5400 lbs rapproved
material with average
9 (,pint strength of 4050 Ibs).or opprovetl altamative mInknum.
iiprzi_.--_,_ -
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4-'-"-)
` '1yCi�GARY 2's ,a1L
A' s
`� "DIM
�_� 1 III
7i.��.. *e 1
w RES: 12
EXPI 200
v
P •,' BELCO MFG. COMPANY INC.
R "p wrCANTILEVERED RETAINING WALL CRAW'SPACE `\1�" STEM WALL/FOOTING 13824 S.E. STEELE STREET
T1s-BASEMENT WALL ! *MERE CRAM&SPACE IS GREATER THAN 2'-O"BUT
0 __ LESS THAN 4'-0"DEEP,LOCATE TANK FOOTING 2'-0" PORTLANDOR 97236-4051
(MIN)CLEAR FROM STEM WALL ,
**WHERE"DIM A"(DIFFERENCE IN LEVEL OF FINISH GRADE
ON BOTH SIDES OF STEM WALL)DOES NOT EXCEED 13", 300 Gallon AST on Stand
�: 14;(.:1::
I n• TANKRFOOTING MAY BE LOCATED 8"CLEAR FROM STEM
ese WtiERE DIM A"IS EQUAL TO OR GREATER THAN L.
DWN BY—MICHAEL YTJNG ON 07-19-08
•
Yn„w:y."F:d EXTERIOR GRADE OR lF PAD LS PLACED ADJACENT 70
AN EXISTING SLAB,MINIMUM DISTANCES DO NOT APPLY ast300_sa_li Not To Scale!REV. 08-21-08
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