9628 SW MCDONALD STREET 1
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f 7023 S.W. BEAVERTON HWYale ,
PORTLANn, OREGON 97225 .r
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503/297-5684 '
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9628 SW MCDONALD STREET
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INSPECTION NOTICE
City of Tigard Building Department
P.O. Box 23397
Tigard, Oregon 97223
Phone: 639-4175
Type of Inspection
Date Requested —^ C7 rme�A.M. _P.M.
Address _. � '" � Permit #�! C� ---��
Owner ----- 2L-p — -- Lot #
Buildcr
The following Building Code deficiencies are required to be corrected:
.g
'-J
Presented to
Inspector i 7
[J Disapproved
Date ----- l
CALL FOR REINSPECTION
CI YES U NO
Max Strickler& Son, Inc.
General Contactor
1375 S.E.Ninth Street
West Unn,Oregon 97068
(503)656.8780 j
I
September 30, 1987
City of Tigard Building Department
Post Office Box 23397
Tigard, Oregon 97223
Re: Plum►_ rig Inspection
Gentlemen:
Max Strickler & Son, Inc. , is the general contractor for
the residences built at :
9574 S.W. McDonald
Tigard, Oregon 97223
9826 S.W. McDonald
Tigard, Oregon 97223
At the request of the City plumbing inspector (Mike) , we
are providing the City of Tigard written confirmation that
Max Strickler & Son, Inc . , will guarantee that the sewer
systems installed at the addresses referenced above will
perform as intended for a period of ten years from the elate
the sewer inspection report is signed.
Very truly yours,
MAX STRICKLER & SON,, INC.
Steven M. Strickler
Secretary/Treasurer
SMS/dks
CITY OF TIGARD PLUMBING 1A1,b _"i ttd.i.l W"'.
Applicants must hold Oregon Reglg ration to conduct in plumbingTigxd CR 97Mbusiness or must be property owner/operator rest hiring outside help. PF R M I T 6214 475
Not edl.`_ret Pluminng Permit No.
Address ) D"c"Pow
Job _&1 /Zl C ORS 614.21-010 DUAN. PRICE AMT
Tax Lot Map.No.
Address
Lot Block SubdivisionFlXTURES_ __
'
ame or name u t valory ------ 1.50
� Tub or TublShower Comb 7.50
Shower OrVy ).Sm
�� 1.50 sea -- -
Owner / to ` i Tip eL Wale;Closet - / 7.50
i
— - - - - -_. IS- __,
Ct .�1 �j i �% (f Dishwasher -- - 7 50 ��Sr
Phorw Garbage Disposal ?_so 7 5T
Name WasNngMachine - 750
Floor(fain / 7 50 7 1C
i rag ress Phone Water-Healer __..
OccupantCkylStale — Laundry Room Tray
Urinal 750
Nam Phone Other Fixtures(Specity)
Moron�—=� 'so
-L -A1,6 ii '>C – -- ------- —
COfltfat!pf /State no
?so
c.E yl-• --- NSCEL.LANEOUS -
City Buw Tax No Sewer 116 tom' _ ]0 00
/ tale s Sewer-ea.Addit 100 --- _ 15.00state board No _
Water service I s,100 — --1 20.00c t.
1 f>aebY acknowledge Mil I have reed this appoce"A.that the inlormation Wager Service ea Addit-"' 15.00
Qt~is 00170a 1114111 Nn regivived with the Slate Btrilda's Board.era also Sloan i Rawh Darin l st ,00' 30.00
haw a SUN PkarlWnp license that the nmtws plwn are corferx dW all --
pkx"bkhp worts will be done In s000rdance with applicable pruv*km of ore- Storm A P-jn orcin AddB_t00- - 1500
90n
500pon Reviead SUaAa Chspar,t 441 wW W3 ars app6cdhle 00das rind that Mob+te(kung Sp" 2500
no hate wN be enhp"unless licensed user ORS On(11 exempt nom _ --
SIVA f@O*Mbn,p16a6e plw reason below). Bak Flow Prevention 7
HOMEOWNERS-1 Device or Anikl3olkrlia,Dewce --
— ---_ --
hMsthr aerMy Mhfl I arlh th6 ownM d the pn7perty de-
sorbd above,M whid IooaM i 1 pmp0se b maks a pkenbinp bviellellon kle Any Trap or Waste Not
11ry OMR,use and V*prcwpMly in not bakq constructed Im 6016.Mase of rent C nnocled b a Fi0im - 1.50 --
Cell,sown 7.50
- MSO.of Exln.Pkunbkhp ---- 40.00 Per Hr
------- -- a Raqus6led u 40.00 PerHr
AMM of Pkrmbk,p wMkh
an Exkl*v Bldg 1500 m1n
ftg140 ,W0 TURF � = Otle New Bldg.or OW AddWon -- 06.10 Min -
_`_ Fain �airule fxxl i l 1
Deet ribs work new a addition[} aMer0don�] rpalr[7 dwell' 15.1U
be 00"o _-_ residential R_ noo del 1`7 ---�_..---____ �- ---- --
E-P,lig n use ofPPMONd —_----
haft or mop"
l+le°tWMble .._�_�M01011AlIA!
W 0*Mty - -- ___--- - ---- TOTAL
/S sr,
OW T�Mrd AeaOnMs n1A end troll d woA,w 0st1Mta0fID'+alJt,Orl+nd M red(Aire
d NQ 411Mg oww ishan ar"Mills M4poldw or abendaad for
01 SOW III any On.WtM we*Is tomwinond
OMa 189U*d by
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for inspections call 639-14175
PERMIT NO. �'
CITY OF TIGARD 639.1171 DATE
BUILDING PERMIT
P.O. Boz 23397, T'gard ORr9 7223 TAX MAP LOT NO. 2 SUOOIVISION
.� JOB AOORESS
OWNER— �
BUILDER {'"i�c' rr °+'� �f �C STATE REG.NO. EXP.DATE --
BUILDER'S PHONE
ARCHITECT[�1_;,� r � r� �Cs 'r _ PHON /5 � � �'- �OTHER
STRUCTURE NEW ❑ REMOOEL O-ADDITION ❑ REPAIR ❑ MOVE ❑ OTHER 0 DEMOLITION
(� RESIOE14CE r❑ COMM ❑ EDUCATION ❑ ONO ❑ RELIGIOUS, ❑'ACCESSORY U GARAGE ❑ OTHER ❑ FENCE
OCCUPANCY ` LAND USE ZONE 11 SLOG.TYPE FIRE ZONF e>! PLAN CHECK BY t1EAT 4'0
Construct single family dwelling w/attac,hed yar�ga,�L_por apprnverl --
Suhaect to 811 code.
SEWERPEnWT , S '(Idu) baths, X traps garijae area U4 v — - -
OOC.LOAD FLOOR LOAD th HEIGHT 4111 — NO.STORIES AREA NO.BEDROOMS-3 VALUE:i-sb'*Q
BUILDING DEPARTMENTBACKS FRONT 30 REAR •9 O4" LEFT SIDE RIGHT SIDE
SET •�����,�
P•rrtNl _ , !FIE •— THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING COOS, ZONING.
REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES,AND IT IS HEREBY AGREED THAT THE
Plan Check 7 WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE
WfT11 ALL APPLICABLE CODES ANJ ONvINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE
PI.CIL F" RESTRIMIVE COVENANTS.CONTRACTOR AND SUBCONTRACTORS TO HAVE CURRENT CITY BUSINESS
TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER.PLUMBING AND HEATING.
State Tax �� S-,or-
Total p13
APPLICANT OR AGENT
Rscelpl No ADORESS��,rf rNnr+!
Bal.Due
Ixsued 9Y.AV-
--JlPpr BT—
SS D C $ w/1 �� •
50C - L O to - I r sop RECE I
jr- of
DATE PD.
SCWER CONNECTION 7 ' AMOUNT PD.
SEWER INSPECTION S
SEWER SURCHARGEAS
r
-ommente:
p,.
17x
NORTHWEST EST TESTIN Gr LABORATORIES, INC.
5405 N.Lagoon Avenue
r.ONSTRUCTION INSPECTION NON.OESTRUCTIVE TESTING
M ATFRIALS INSPECTION P.O.Box 17126 WELDING CERTIFICATION
r;1,FMILAL ANALYSIS Portland,Oregon 97217-0126 /OIL TESTING
'I_IriICAL TESTING AS■A VING
Phone:(503)289-1778
August 14, 1985
Silco Construction Company
18791 S .W. Martinazzi Avenue
P.O. Box 337 '' r.
Tualatin, OR 97062
Attention: Mr. Don Silvey
SubLiz
Family Residence
nald Street
S.W. 97th Avenue
Tigard, Oregon
Gentlemen:
At your request we have examined the site proposed for the
construction of a single family dwelling at the above location in
Tigard, Oregon. We present herewith a report of our findings,
conclusions and recommendations.
Site Description The proposed construction site measures
approximately 50 feet along S.W. McDonald Street by 150 feet in
depth. It consists of a southerly-facing slope below the level of
S.W. McDonald Street, the declivity of which is approximately 1
vertical to 2 horizontal for six to eight feet in vertical height
and then becomes nearly level. The lot is grass and brush covered
at this time.
Soils and Geology Soils in the project - : ea consist of a sequence
of fine-graineasediments (silts and sands) found extensively
throughout the Willamette and Tualatin Valleys (Willamette Silt) ,
underlain by fine-grained soils of the Troutdale Formation.
Proposed Construction We understand the construction proposed
wwj.= consist o -asingle family jwelling with a garage constructed
near the level of the street.
Conclusions and Recommendations From our examination of the
project site, we draw the following principal conclusions and
recommendations:
1 . We conclude that this site is stable and that it may be
developed for residential purposes in accordance with the
methods and precautions outlined bel,7...,.
Silco Construction Company
August 14 , 1985
Page 2
2. The structures may be supported on native soils using
conventional spread footings placed at comparatively shallow
depth in the finished grade (minimum 18" below existing
grade) .
3. Spread footings may be designed for contact pressures of.
2,000 psf, with a minimum footing width of 16 inches.
4. Lateral earth pressures on foundation walls, retaining
walls, etc. , may be calculated on the basis of equivalent
fluid pressure of 35 pcf for level backfill.
5. All backfill, retaining walls, foundation walls, etc. , should
be made with select c;-anular material (sand and/or gravel ) .
We anticipate that on-:.•ite material will not be suitable for
this purpose and that it will be necessary to import material
to the project for structure backfill.
6. Temporary earth slopes may be cut near-vertical to heights of
5 or 6 feet, above which height lower declivities will be
required. We estimate that slopes of 1 vertical to 1
horizontal may be used for slope heights of 10 or 12 feet .
Above 10 to 12 feet , 1 vertical to 1 . 5 horizontal should be
used for temporary excavations in which no bracing is
applied.
7. Permanent earth slopes should be dressed to a declivity of 1
vertical to 2 horizontal.
8. An adequate subsurface drain system should be installed
behind subsurface walls. Surface run--off drains and the
subsurface drains should be carried to the storm sewer or
other approved disposal areas.
9. Foundation Preparation Inasmuch as the soil units which will
provide support or a main structure are extremely
sensitive to disturbance in the presence of excess moisture,
care should be taken to protect prepared bearing surfaces
until footing concrete can be placed. Precautions to achieve
this end would consist of ( 1 ) covering of prepared bearing
surfaces with impervious membranes or granular blankets
(4-inch maximum thickness) or (2) cessation of work during
rainy weather.
Simco Construction Company
August 14, 1985
Page 3
10. Under no circumstances should fills be constructed anywhere
on the slope. Surplus material (other than the small amount
to be removed from local excavations) must be removed from
the site to a remote disposal area.
11 . All roof, yard, and other upland surface water must be direc-
ted to storm sewers or other approved disposal points. Under
no circumstances should storm water be led into a subsurface
drain system (such as dry wells, leach fields or foundation
drains. )
12. We request that the final plans be submitted to us for
review of the foundation design prior to their submittal to
the Bureau of Building. We also request that we be given an
opportunity to inspect the footing excavations prior to the
placement of concrete.
We will be available for further consultation and inspection
during remaining design and construction phases of this project .
Respectfully,
NORTHWEST TESTING LABORATORIES, INC.
Charles R. Lane, P. E. 0
General Manager r
Report Number 290611
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BUILDING PERMIT APPLICATION DATE196? + 1_
THE UNDERSIGN ED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INOICATED FUILDER PHONE
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHNE �'_
LOT NO.. ArT-r_._1 - Har
OWNER
?��i. f r JOB ADDRESS 1IE��O t'a1;V MCnC :- rig' . _ 2S1-�11SA
BS1:2 CTS _ ;J--rt.Fi — �._ — ARCHITECT —
ENGINEER
B ILDER ' ! ¢�1�':� Lii(AODRESS —DESIGNER
STRUCTURE _ ❑7WEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑_FIRE_DAMAGE, ❑ DEMOLITION
Cl RESIDENCE ❑ COMM ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE f_J STORAGE [] SLAB❑ FENCE
OCCUPANCY --_,_LAND USE ZONE _Rd_f. BLDG.TYPE _.r FIRE ZONE PLAN CHECK BY -�, _HEAT____
-- 'Icatruct singin family dwelling w/attached garj: c __4W �. a.yprcv c 3 —__---
Subject to 85 cede. Foot ings/follnd,ation to be A-�-. r %j tij,g__t..,1��_._�
x'ceport. Separate permit required if baserimrtt creatg1j.
SEWERPERNAIT0 3-1456( l.du) 2 bath, 8 traps
OCC.LOAD FLOOR LOAD 40 HEIGHT 2(M-STORIES 1 ^AREA 115,0NO.BEDROOMS VALUE r
_BUILDING DEPARTMENT_ SETBACKS FRONT 10 REAR _2 D t LEFT SIDE 7 RIGHT SIDE 7
Permlt 2.9ar•AA THIS PERMIT IS 13SUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUII.,.,lNG "DE,ZONING
I93.-x.0 REGULATIONS A14D AL1. APPLICABLE CODES AND ORDINANCES,AND IT IS HERF'JY AGREED THAT THE
Plan Check WORK WII L BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONE AND IN COMPLIANCE
WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS r,EI1MIT DOES WOT WAIVE
Sub-total RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CIIRRENT CITY BUSINESS
—�, LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING.
State Tax 250.00
Total 503a.62 600.00
c t,� 0 — PDCM APPLIC T OR AQE�
By t
-- Receidtrlo. 150.00
Approved SW duc.''4b .0 ADDRESS
DATE
ATE INSP. TYPE INSPECTION REMARKS PLUMBING
Contractor
ormit No.
Rough-in
Fixture
HEATING
Contractor
Permit No.
Gas or Oil
it 1p
Rough-in
Final
SEWER
Final
DRIVEWAY
Final
Storm DrainagP
(Rain Drain)Final
---
Sidewalk
Curb&Street Final
Approach
IrATF ICAT –6C—COPANCY
DEPT.FINAL TEMPORARY CERTIFFiral
CrRTIFICAI E OCCUPANCY Landscaping
Zoning Final
i
CITY OF TIGARD MECHANICAL PERMIT Hempli
Permit 0 ye 31Oftorliplition
M
TeW M Maonnwod Coft oTv t>rIMCt AW
City of Tigard
13125 SW Hall Blvd. 1) Permit Fee -0- -0- 10.00
P.O. BOX 23397 —`
Tigard, OR 97223 2) Supplemental Permit 3.00
639-1175 Furnace to 100,000 BTU
1) Incl.ducts b vents _ 8'�
Furnace i 00,000 BTU +
2 Incl.ducts&vents 7'50
Name of Oeveloprnent f / 3) Floor Furnace 6.00
a4 incl.vent
Job Address '4 Suspended heater,wall heater
Address �i -Z'r Yyt c C,�' �� d ) or tloo;mounted heater _ 6.00
Tex Lot Map No --- 5) Vent not incl,in 300
Lot ✓ Block Subdivision __appliance permit _—
Name(or name of business► Repair of heating,refr ig.
6) Repair
absorption unit 6.00
Mallirll;fAdoresa Ph" ------ Boiler or comp to 3 HP -
Owner � , �) 6.00
/�- - absorp.unit to 100,000 HTU- _-
City/State Boiler or comp to 3 HP- 15 HP
6) absorp,unit to 50_0,000 BTU 11'00
Name 9) Boller or comp 15-30 HP 1500
absorp unit'h-1 million _ f
Meiling Address q,o,a 10) Boiler or comp to 30-50 HP
22.50
absorp.unit 1 -1.75 million
C ontrector CtyfStete i ZIP �— 11) Boiler or comp to 50 HP
absorp.unit 1,750,000 BTU 31.50
_'S'ate Registration No city Bim TaxNo Air handling unit to
1?) 10,000CFM 4.50
Airhan
-----_- �_- -
I txmehwlatk
y ac:kfx) ;]ge that I have read e application that Ute kNormatbn give13) dlingunit 7,50
n is Air hnn CFM +
rnrnrl.thal I ern t)e(Avner or authorized agent d the owner,that plane sub"~are I'' — —
(AWT *Ante with,tato laws,that I am registered with ftBlate Builders'Board,that Me 14 Non portable
manner grvn)is cxvretl ill exampl from Stale registration pisses gNa reason bek*r) ) evaporate 0001er 1.50
15) Vent fan connected 3.00 C
to a single duct -
--- Ventilation system not t
— - 16) included In appliance permit R_ 4.i0
/ Hood served by
t �— 17) mechanical exhaust 1'� T
6wn,k
°riDDomestic type 19) incinerator 7.50
CJ addition ❑ alteration ❑ repair ❑ �...
to be dorms residential IZ non-residential O 19) Commercial or Industrial 30.00
Existing use of type Incinerator
building or property Other I.e.,woodstove,water
Proposed tree of �) heater,solar,clothes dryers,etc. 1'�
building or property
21) Gas plping one to four cutlets zoo
Type of fuel- oil C) natural pu IES LPO D alleotrb C) ^�
-�— 22) More than 4-per outlet
NQM
E SUB-TOTAL
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