Plans (57) ,
From:Soil Solutions 503 331 7133 10/11/2012 15:30 11329 P.004/012
Aboveground Heating OH Tank installation Site Sketch '
` Site Address: 111.1'15 N„)
G-ree.J l City/State: r g
ard
4 j
`Site Name: e- Thomas GuideApplicant: Environ r tal
Services, Inc./Soil Solutions
3540 SE 28th Avenue, Portland, OR 97202
ph 503-234-2118, fax
503-331-7133 OCT 1 1 2012
Project Manager: fie, SL"JAr2,
Is tank being installed into basement? Y - � -
Notes
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NOTES
G0 F' NDATIOFI 1 Tank, stand and foundation shall be sited o minimum distance from adjacent
EUAL EQUA existing retaining wafts and basement walls as lndiceted in Detail (2/51). Finish w
CL: 1-.----...
grade shall be essentially Rot at location of tank. Distances shown for clearance 0 E�j
between on tarda footing and wall are absolute minimums for structural design S�W
�y requirements. Other cansiderotione may neceesilote larger clearances. Proximity as
d,- as
M00
pl tank to structure(s) shah Battery all applicable codes, regulations and standards. ' O
al �- 1 tank/footing may be oriented in any direction. Contact structural engineer for Cj
co
---FOLINDATII�FSEE SHEET'SIA evduotion and recommendations if height of adjacent basement wall exceeds 9'-0,
J 2. Design sot pressure assumed to be 1,500 psi. A coefficient of friction value of U W
a � '•
r,�, TANK STAND - SEE SHEETS
0.35 la assumed.
(�rn.3
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recommendations
w 53 h Ste 3, All footings to bear an Firm. undisturbed soil or approved compacted BE. A el eo y.
t*7 registered geotechnical engineer:shall be retained by owner to provide CQ
recommendations if any unusual conditions are encountered in the footing
I !saturations, or if compacted fill le required.
/ 4. Ail work shot be In strict compliance with the 2003 International Building Cade as
IL TANK f STRAPPING - Emended bythe State of Oregon and all other state and local codes and balding
C'tl R STAND
i / SEE SHEET S5eg
'- 0 FOUFJfSTAND requirements that apply,
l7 a 5. design Criteria: el --
rf. Empty Tank Weight w 290 lbs 5 f
• , Ot weight (tank contents) = 2100 lbs
,._ I Total weight (tank + contents) a 2390 lbs tl
�, + • b. Wind 90 mph, Exposure"B`, Imi3O (Height at tank
G � —TANK - SEE SHEET 55 above surrounding grade not to exceed 15') ^
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Seismic Ss-110%St-40%IE-1.0. R-3 Site Goes D
Seismic Design Category D`. ei'ATEOp clrcaN
6. Foundation Materials; i3 e9 Y N
1 GENERALd. Concrete
Thom Mos onnamec1101,nnlEi1.,: t r.nn— 1
LAYOUT PLAN h'. Reinforcing fie m 2500 pet minimxwvn 4.,71".=',1=4..,',...1.....
ano uKsn psne">el..x.n ea.na.wkt�
steelyrtw M mo Booms rxeeu a.•.,•.ren",,,ens a
Conform to STM A18 n5.peeWono m•,=, ,naema¢ne.
Si •
7. All steel for}ante stood shall he'ASTM q36. rawle.ae.h.D11ka.m.Prim:..ra ute app+ore
• 9. All welds shall be made to AWS Standards with E70xx electrodes
9- Steel stropping shall be 1#` x 0.029`carbon steel strapping material with oveerage t0D6 0 I
strength of 5450 lbs. or approved alternative minimum.
• eel 1 plait.,IOonsei Po...r'MI{ f,dept... . ti,
co00 "D"_MIN e.lnmy Codes Dm e.e 0 adPgon•PP n•m of p
"0" MIN ernes gems aoeenn...1.1164 ppweu 4r,*P
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- -'STEM WALL /F00TiNG EXFI3F.S: 12•'•200' ,>
rOASEMENT WALL *WHERE CRAW. SPACE IS GREATER THAN 2'-0" BUT
o z LESS THAN 4'-0' CEEP, LOCATE33
TANK FOOTING 2'-0" QG __
{MIN) CLEAR FROM STEM WALL p
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r� •I _ o IN LEVEL CF FINISH GRADE t-
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w� TANK FC!OfNC MAY BE LOCATED 6" CLEAR FROM STEM F ii
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i• '�r"•I', EX1ERIOR GRADE OR IF PAD IS PLACED ADJACENT 10 ao * i
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AN EASING SLAB. MINIMUM DISTANCES OO NOT APPLY
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44 1. These drawings are Intended to address I tallation of tank and stand on existing'
concrete stab on grade construction within an existing enclosed structure. Minimum i l
thickness of existing slab shall be 3" (contractor verify), Finish grade shall be
essentially flat at location of tank. Notify;engineer if vertical step in slab on grade
In excess of 2'-0" occurs within 2'-0" horizontally of an
2. Design sell pressure assumed to be 1.500 any tank stand anchor bolt. a "—,q til" l-- -.
0.35 Is assumed. psf. A coefficient of friction value of LXI511rJG Si ON CI?AUr
MI 3. All work shalt be in strict compliance with the 2003 International Building Code as
amended by the State of Oregon and ail ether state and local codes and building u SCE 111'11
r-- requirements that apply, ! -___ __- �,
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4. Design Criteria: - S3 & S4
Emptyc
Tank
[Y7 Weight 290 lbs l
Cr) Oil weight (tank contents) -• 2100 lbs '•-.2.
[Y7 13
Total weight (tank t contents)
2390 lbs
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b. Seismic 5;=110% Sl=40X Ir=1.0, R=3, Site Class D, Seismic Design Cat. "D" I v
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5. All steel for tank stand shall be ASTM A3fi, 11. MANE)
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6. All welds shall be made to AWS Standards with E70XX electrodes,
7. Steel strapping shall be 1#" x 0.029" carbon steel strapping
strength of 5450 lbs. or approved allernatve minimum material with average
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From:Soil Solutions 503 331 7133 10/11/2012 15:31 #329 P.008/012
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From:Soil Solutions 503 331 7133 10/11/2012 15:31 #329 P.0121012
.l' I regon Department of Consumer and Business Services
" moi: k
-s Building Codes Division
Theodore R Kulonposki,Governor
£ " 1535 EdgewaterStreet NW
PO Box 14470
y 44Salem,OR 97309-0404
(503)378-4133
FAX(503)378-2322
NOTICE OF PLAN REVIEW TTY(503)373-1358
404.
' http://bcd.oregon.gov
(This is not a Building Permit)
FIELD PER TIONS SECTION Plan/Permit Ex = l lan/Permit Number: 2006-0183
fch-Abernathy
Pht e ' 503-378-2833 Review Fee: N/A
• 503 378-3656 Date Began: 3/27/2006
'' Date Completed: 4-17-06
rOJ Belco Manufacturing Company-Heatingg
p Construction Type: x
Oil Tank Installation Master Plan
Addre : x
A., .1Engr.: Paul R. Albertine Occupancy: x
Number of stories: x
Belco Manufacturing Co.Inc
Address: 13824 SE Steel St,Portland OR Area: x
County: Master plan
' fhe submitted plans have been reviewed for conformity with the 2004
t• Or
Code, "and other statures.anrt regulations of Oregon as administered by this Di isio on Structural Specialty
Items noted in this review document must be incorporated into the project to meet minimum
re* i ments.__A. roval of submitted .fans-is not an a rovat of-omissions or oversi Thts b this office or of
a.t- i'liance with any a elicable re=Mations of an state or federal law.rule code or re lation or any local
or. Hance. Please contact this office for any requirements you question or do not understand.
viations from the submitted and hereby conditionally approvedplansof thos ecessary to com I with re p during construction,exclusive
P y requirements as listed herein,are prohibited without the written authorization
of the Deaf building department and this office.
struliural plan review covers:
At
tr-fhis
NOTE,-? his review is for a oil tank stand,(220&275 gal)and slab that is site built see sheet
II;Additionally there is engineers approval for an existing slab,(in an existing enclosed structure)see sheets S2.
. See drawings for requirements.
The i esi t criteria used are as follows;2500 psi concrete, 1500 psi soil bearing. seismic zone D,90 mph
exp, sur : wind. If conditions other than those approved for are encountered please contact the engineer of
rerd frit clarification.
dam , �, .
S' lMITTF.D PLAN IS APPROVED SUBJECT 10 THE ITEMS'
1. i NOTED ABOVE.pVIE, BY: 5s 71_
i
' 1ackaAbcrnatliy.Plans Examiner
CC:
r^.FO'plon•u\Site.U61o6.11183 Iltleo Nth!Co Blaster Plan-doe
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