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13145 SW PACIFIC HIGHWAY ADDRESS: It's, yy LV) iArecords\microfIm\targets,buiIding.doc CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-417E Business Phone: 639-4171 Inspection.. Doti Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg, Underslab Mach. Rough-in Fireplace Post/Beam Struct, ^Ibg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Dra,i Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. Elect. Date Requ 3sted: —3 �y S__ T_7ime:)(AM PM Address: / z�i.� Builder: Permit #: THE FOLLOWING CORRECTIONS ARE REQUIRED: G 2 03 insp actor._„ Date: .— -IPPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Rqinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection line (Rec-O-Phone)): 6/339-4175 Business Phone: 639.4171 Inspection: � ({ � 00' Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Undeiflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: `'( z ( Time: AM \PM Address: _ /�5 Builder:_ (., Z U —E C GC 7 IQy�, _Permit#: Q /U ' G d 3 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:_ Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. SI(�N PERMIT PERMIT # : SGN94-0203 DATE ISSUED. . . . : 12/17./94 EXPIRATION DATE : 3/Ij /9'�) PARCEL. . . . . . . . . : 25.102CB-00300 ZONE. . . . . . . . . . . C-G BUSINESS NAME. . : SCHUCKS AUTO PARIS SIGN LOCATION. . : 1.3145 SW PACIFIC HWY APPLICANT/AGENT: KEN VAN DEVENDER BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ,` TEMPORARY ( ) WALL ( ) ELECTRONIC (Y) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS . . . . . . : 17' X 4 ' TOTAL SIGN AREA. . . . . . : 68 sq. ft . WALL AREA. . . . . . . . . . . . . sq. ft . WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 20 ft . PROJECTION FROM WA-LL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: Permanent, freestanding . 17' x 4 ' sign face; 201heigh— MAIERIAL,S . . . . . . . . . . . . : METAL/PLEXI EXISTING SIGNS . . . . . . . : 1 ELECTRICAL PERMTT REQUIRED: YES BUILDING PERMIT REQUIRED. . : YES ADMINISTRATIVE EXCEPTIONS . : N/A PERMIT FEE : $ 25 . 00 1` , APPROVED BY: �— -- DATE : 12/11/94 Perndt No. S&�j _Ab CLTY OF TIGARD SIGN PERhQT APPLICATION The appLicant hereby applies for a permit for the work irrli.cated or as shown in the 3ooa T:.any inq pl-ns and --;pe-df is ations. SIGN IlY'ATIOCl ADDI2I,SS: / -I/ LJL ?.WING: �� .W tE OF BC1SD4`F'S: APPLICANT/AGFNr: ��.ALI-�u ,"ANY: I X71 N ) PHONE: The City of Tigard jxposes an annual Risiness Tax utdc t mist be kept current on all persons doing business in the City. Do yai presently have a cur*-ent bminess tax? YE; ( ) NO ( ) U.L. Label r __ PROPOSED SIGN: (Check as many as apply) PEE Q NE yr _ FRELaTAMI W- FREz3qAY ( ) TEK10RARY ( ) WAII. ( ) ELECI DWIC ( ) UnUH:R ( ) BIIZBOARD ( ) BALIMN ( ) r / SIGN DIMEISTONS: -�7 X _ _ EXPIRATION DTE: -PJML SICad ARFA (Sq. Ft.) : be 4Zr - 11ALL. AREA (Sq. Ft.) : WIL FACE: AM PRC�10N FRCM WALL: IIMMINAZZON: YES NO ( ) TYPE: QJPY-: —_- MATERTM S: L - ECTSlENG SICtZS: ATE EXCEPTION: N/A ( ) APPROM ( ) HOW AREA MGHT PLANT MG DEPAIZIMEI'NAll sign permits mit be acca-irpanied by a scat Permit Fee: a5.00 �_�G drawing aryl plot plan. If work authoriz(A under Receipt No: a sign permit has not been cxrple-ted within ninety Loved By:- - days after the issuanc:e of the pe-emit, the rrarmit Date: f _ N�1 —� shall beocue nu-1-1. and void. EELRICAL PE'2MLT I C=IFY THAT I AM THE RECOMED OWER OF 'ME RDS[g : `!FS H NO ( ) PRDPEfZIY OR IM 2.' AU1"ORI BY THE . / / 1 BUI1l)TIR; PE:�-tTT �1 REUUIRED: YES (pc) " NO ( ) App.Licant's Signature cp!Fi LT�IR:T A-liress Te cohr-ne 6022728528 OTZ & DUKE SIGN CO. 6P"%728529 P. 01 4'-O" i I • • M j ONE DOUBLE-FACED INTERNALLY ILLUMINATED CABINET SIGN PAINTED GLOSS WHITE.. I3116"MATTE CLEAR LEXAN FACES WITH SECOND SURFACE DK. RED TRANSLUCENT VINYL BACKGROUND AND WHI FE SPRAYED I LETTERS&STAR LOGO. PIPE PAINTED GLOSS INTERIOR OF STAR LOGO HAS SECJi':D WHrfE BY LOCAL INSTAt_l_FR -- SURFACE DK RED& DK. BLUE TRANSLUCENT VINYL GRAPHIC',& �;. -18-F48T,12CWH0 FLUORESCENT ILLUMINATION. t 110VOi_T - 126AMPS r� PIPE &FOOTING SIZE r AS PER LOCAL CODE. h ( X AUT�7^MV11V_ ,f Np1101'�A -------...-- --- '�'�►,� 711f1 DEb10N st es"rmmeWAN to µn}tl yN wN= Y.W9f1 •i itM![_ liar 4� E MM'1'NTIKIU«1M WMStp� r�f/IYIi DIY rlIRIdIRib flf'IiCUI(X COOff A bl mpf GO. (o,OosE_6 pct. s � Scctu�ac'i /+_rrn f*ar) :A E I 13lg5 SN4 . PA<,r,� j4w-r BOOTDIIKE SIGN CO. 6022778328 P.06 d � � Z s fir. p K �a aocn 9 D D a �. z �+ `!3 b s � a � � � I I Q Pitin rN� �p1 X Y A 11 :l '1 EL 4 01 Q N 6 la ft �r gg yr �+1. (N a ^ la g u I y t 1 R T a� UI � 1I hNp.� n /NN�j y p II ~ II F)s < II I11 A 11 11 TIR ~ all IA A � M � -1 -a s P n a K rl y b II N •� r I YL 11 II 6 �•" y a J AI V GN m I' to r P �Qx r r! y x UUUW111 R K � "'� if Y US it Np M•O II � 7 ���!•� � � � N.�� I I 7[ � I I X 11 Li. 11 (� V II � 1� �� L BOOTZ & DUKE SI ;N CO. 6022729529 ; P. 03 Y� SZ MMMMR r� VN r _ I 7th O o-i S UF _SIGN. FT. CA c� lj2 r ' ZzZ 71-1 %► ,� —rz 7Z1 71 tA /M►1M!'��1,11:J104�ii1i l � — — 1 — / 1• I' . ( in110 At 13 a �� I' I f° D tUi - {rF •!� a� u - r EngM,Wwln`, 115010 S.E.McLoughlin UNws Wip,Oregon 97267 (503)554-8232 � •INC. �_«.. �--.- —� ___-----�� -------- f �f fe, 7z 1 1 13 (1141 1 4;r 10 ' 114= �1 r 3 -/'0 �i Z� Z-� `t 9/�(;,.�/�,Stz)f a 1'9 ('` 17�G N , 1 13.I-1— C> b U Ln LU c_ b _ fi co A5ut_A�4_,40��,113X { D-�o�'�33.u)Iz� � -71 3�_ K 0 `YF zo• '` 1� I *&W.Enlinwing,Inc ^�: 15010 S.E.Mdou�hiin s� �61 T—M,% r Sb M(lwa- 9726e (�U3 654 82)654.8232 -2 q T 10 /7,z.1 /7 tall? 9 �►�_ �ry,;*%*,')(IXJ to?S'9 i0 6TH C�)fQlry% (/I �7'=0 .'bv� y7'" 1 9 1 ,73 ,7Z _ aoat, y7 .TRY '¢ iX,�►�y 7 i d A ( it I+ 4� z q A yt z r, Gr7 , (7 s7) yNE B1, of WASy V 'Ql --•�.vr .77 r7j s PROFF c�`,�,��►"F F,�ray W.nmwn Engineering,Ine. 1� , ST � B A S 13010 S.E.McLoughlin ` Mllwe 3 7 Oregon 9726 _ (50503))654.8232 c L-A G 1 ry 11 -© ASS Il o tq A S TM b IG --—— — ��•�/;WAS/!/n,���iAA A, ) lam f? G 77 �-Ac zET-sCin is `> �. I I � oIVAL� EY.PIflES �' ' S' p--�FS'rr� a vG16 20.�h �Z. Cun.struction Imspcctirrn X Related 7itstn Carlson Testing, Inc. P.O.Boz 23814 Tigard,Oregon 97223 Phone(503)684-3460 July 10. 1984 #CP-1945 DAILY FIELD INSPECTION REPORTS DATES COVERED: July 9, 1984 PROJECT: Shucks Auto Supply Store, Tigard, Or, INSPECTOR: A, Ewing 7-9-84: Inspected tilt-up panel welds. Welds connecting tilt panels to foundation walls, tilt panel side caps and corner intersecting accept- ed and approved. Panel splice welds on East and West elevations rejected as welds too short, insufficient penetration and unacceptable profiles. Welders not on site. General contractor will have welder certification papers sent to site by mail . Respectfully submitted, CA SON TE INS; IN J 6 Douglas W. Leach President EW:tlf Con.srhiction Inspection M Related 7c,vo Carlsm Testing, Inc. P.C.Box 23814 6 X 12 CONCRETE Tlgard,Ore�gon97223 REPORT OF Y TEST SPECIMENS Phone(503)684-3460 Date Molded: July 29 _ )q—f,4 Job No. CP-1945 Client: T_ R.W. Huff Project: Schuck's Auto Supply Address: Tigard, Or. C,)ntractor: _ R.W. Huss Const. — Sub Contractor: Concre?e Supplier: Willamette _ _ Truck No. _ 329 i lo. 6732 _ Cast By: �_- C.M. Yuckert Test Time: — Load No. Weather: Cloud Temp. Nigh: 71 Temp. low: 61 ..__ Location of Placement: _ }j.__ _ Cu. Yds. Concrete Temp: Strength Requirement: 3000 "Sl a_.28 days Slump 6" Cement Type— Mix No./No. Sacks �725 Air Content_ Max. Aggregate 3/4" _ Admix. Amount: Brand: Admix. Amount: __ Brand: Set Testa {register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI No. I 4 F.C. 1323 7-2 7-3 48,192 28.27 1700 ._-- 6 F.C. 1324 7-2 7-5 59,840 28.27 c12_0 5 7 F.C. 1325 7-2 7-6 57,684 28.27 2040 1--. 5 7 1326 7-2 7-6 63,303 28.27 2240 5 28 1327 7-2 1 7-2703 _ 28 3100 9 28 1328 7-2 7-27 90,746 ;_� 3210 9_ I Remarks: Qr— City of Tigard — -- ------—_ Kenneth D. Long Cor,srmc-Hon Inspection R HelarSd 7esrs Carlson Testing. ,mc. P.O.Box 23814 REPORT Of _ 6 X 12 CONCRI;1'E iLST SPECIMENS Tigard,Or on 97223Phooe(503)684-3460 Date Molded: _-- 6-28 19 84 Job No. _ CP--1945 Client: R.W. Huff Construction Co. Project: .._._._—Shuck's Auto Supply Store Address- 13145 S. W. Pacific. Hwy., Ti.gard Contractor: _.—��•W• Huff Const. Co. Sub Contractor: Concrete Supplier: Western Pacific Truck No. 378 _ Ticket No. ___QQ5 _—._ Cast By: S. Jordan Test Time: —------8:15 Load No. Weather: Overcast Temp. High: 13 Temp. low: 58 Location of Placement: __— Tilt-up panels - all but last foi project. Cu. Yds. Concrete Temp: Strength Requirement: 3000 _ PSI a 28 —_days Slump._� 4' _ Cement Type— Mix No./No. Sacks Mix# 7.27 _ Air Co,,tent v Max. Aggregate Admix. Amount: __— — Brand: —_ Admix. Amount: —_— Brand: _ Set I Test(' Regis`er Date Date Unit Total Area ' Unit Report No. Days _ Number Recd Test Wt. load PSI i _No. 7 1282 6-29 7- 5 779 104 28.27 2730 4 28 1283— 6-29 7-26 — 113,270 28,27 4010 8 28 1284 6-29 726 116,820 28.27 4130 l 8 Remarks: Inspected re-steel placement prior to concrete placement and found all work to be according to plans and specifications. — cc: City o '1'i gard Kenneth D. Long t'un+rrm tiff In+lrretion K'Related Tcst, Carlson 'Testing, Inc. POBox 23814 REPORT OF 6 X 12 CONCI�LIFE TEST SPECIMENS Tigara.Oregon 97223 —�—-- - --- -- - Phone(503)684-3460 Date Molded: - June 22 19___$4 Job No. CP-1945 .Gen, R.W. Huff Construction Co. Project: Shucks Auto Sut,aly Store Address. _ ._�•_ W. Pacxfi.e Iiwy. . `F' Cldrd, Qr, -- — ---•--- Contractor: _Huff Const- Co. _— Sub Contractor: Concrete Supplier: WrstprnPAr� _ — Truck No.#364 Ticket No. #565'A Cast By: —_ Scatt M_ .l(ircian— Test Time: - A-00, a m_ Load No. Weather: Sunny Skies Temp Nigh: 80" -- ._ Temp. Low 53° -- Location of Placement: ShoR Room Floor Slab. --- - — _...__--_-_----Cu. Yds -----.C )ricrete Tem 53" i Strength Requirement: 3000 PSI a_ 28 days Slump- 31/2 Cement Type 1 Mix No /No. Sacks P.C.:628 Air Content — Max. Aggregate 3/4" to_ 4 _`_ AF-.A-7728 2 Admix. Amount: Brand: ._ ' _- Admix. Amount: Brand: H 0 Reducer Set Test(a Register Dote Date Unit TotalAreaUnit Report No. Days Number Recd Test Wt. Load PSI No. I A 7 1085 6-25 6-29 91,698 28,27 3240 2 P 28 1 r;;':; 6-25 7-20 129,250 28.27 4570 7 --C y 28 1087 6-25 7-2 1 127,8-) 28,27 4520 7 D ! Extra 1088 6-25 _ 28, i Remarks: . ---5���.— C i t y-DI jjaaXd— Kenneth D. Long & Assoc. t'iuistructiun limperttnn&Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 1.2 CONCR}"IE TEST SPECIMENS 77gerd,Oregon 97223Phone(503)684-3460 Date Molded: 6-12 19 84 Job No. ._ CP-1945 _ Client _ 1?.W•_Huf.f Construction-Co. _ Project: Shuck's Auto Supply Address: Tigard, Oregon ----------- ---- --- Contractor: R.W. Huff Construction Co. Sub Contractor Concrete Supplier: Western Pacific _ Truck No. 266 _ Ticket No. 4505 Cast By: M. Tabert _ _ Test Time: __ 1:25 _ Load No. 1 Weather: Sunny Temp. High: 70° _ Temp. Low: 55d _ Location of Placement: Perimeter Footings --Cu. Yds. _ 18 Concrete Temp: Strength Requirement:_ 2500 PSI ® 28 days Slump 4-4 Cement Type Mix No./No. Sacks Mix# 727 Air Content Max. Aggregate_ 14° Admix. Amount: _ Brand: Admix. Amount:— Brand: Set Test Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSS No. 7 9889 6-13 6-19 76,333 28.27 2700 1 28 9890 6-13 7-1.0 _126-;360 28.27 4476 6 28 9891 6-13 7-10 127'700 28.27 4520 6 _ Remarks:-- Inspected rebar placement prior to concrete }placement and found all work to be according to plans and specu. .uca ions. cc: C1t.�fii9__2E Kenneth 1k ny, Architect Construction Inspection&Related Testi Carlson Testing, Inc. P.O.Box 23614 REPORT OF 6X 12 CONCRETE TEST SPECIMENS ?igard,Oregon 97223 Phone(503)664-3460 Dote Molded: _ 6-12 19 84 Job No. CP-1945 Client: R.W. Huff Construction Co. Project: Shuck's Auto Supper _-_._ -- __._. ..---__----- Address: _____Timed, Oregon Contractor: ___R.W. Huf_f Construction Co. Sub Contractor: __--._._ Concrete Supplier: _ Western Pacific _ _ Truck No. Z66 _. Ticket No. ,- 4505 Cost By: _ M. Talbert Test Time: 1:25 Load No. v_1 Weather: _ _ Sunny Temp. Hitch: __'� Temp. low: 55° _ Location of Placement: I'erimeter Footings _ _.Cu. Yds. 18 Concrete Temp: Strength Requirement: _ 2500 PSI (g 28 days Slump. 4 j Cement Type _- Mix No./No. Sacks M-ix# 727 Air Contnnf _ Max. Aggregate,_ 3/4" _ Admix. Amount: _ Bronu: _ Admix. Amount: __ Brand: Set Test(a Register Date Date Unit Total AreaUnit Report No. Days Number Recd Tesf Wt. Load — PSI No. .7 9889 6-13 6-19 76,333 28.27 2700 1 28 9890 6-13----7-10 28.27 _- 28 9891 6-13 7-10 28.27 Remarks: Inspected rebar placement prior to concrete placement and found all work o be according to plans anff specifications. cc: City of Tigard Kenneth Long, Architect 4� � 1HRMHUI HU PURfE MIR111 1 / P.O. BOX 127 • TUALATIN, OREGON 97062 • PHONE 667.2601 SCHUCK. 'S AUTO (NEW CU,'ST ) April 8, 1984 P. 0, Box 89357 Tukwila, WA 98188 8509— 1 253C-2.88-000 Dear Schuck 's Auto Supply, 2) This is a Fire and Life Safety Plan Review and is b- :,ed on the 1982 edition of the State of Oregon Structura' 73pecialty Code and Fire and Life Safety Code (USC ) and the 1982 edition of the Stale of Oregon Mechanical Specialty Cade and Mechanical Fire and Life Safety Code (UMC ) acid local ordinances. 213) Not less than one approved fire extinguisher with a rating of not less than A 10—B: C shall be provided for each 3, 000 sq ft of floor area or fraction thereof The travel distance to an extinguisher from any portion of the building shall not exceed 75 ft. (UFC Standard No. 10-1. ) 19) Exit doors from lobbies, corridors and rooms with potential :occupancies of 50 or mare are required to soling in the direction of exit travel . USC Section 3303 21 ) Hardware for all doors required for egress is required to be of a simple type having no provisions for loc '{ inrj ajainst n : t'p _ :�tt4t nr . lna3 C'-P1'�Oj nr nnrrl�: 1 � _ - - other than listed automdtic are not acceptable e C t I Q T 3303 (see exception ). 22) Surface 'flame spread rates of walls and ceilings, mininum requirement: stairway 23, corridors — 75, other rooms —200. UBC Section 4204. 27) All exposed insulation materials, including facings, scall have a maximum flame sproad rating tf 25 arid a smo4p density not to exceed 45V UBC `vection 171F-i Q� � WRIM RNt P -RUMIM DISI� ICI 1 P.O BOX 127 • TUALATIN• OREGON 97062 • PHONE 662.2601 15) Fire stops, blocking or framing members pierced For utility runs require packing to equal fire resistsr1ce prior to such piercing Wood fiame construction requires firestopping of both veritical and horizontal draft openings at naximur; intervals of 10 feet. UBC Section 2517( f ) 268) Enclosed attic spaces formee of combustible construction must be divided into area not to exceed 3, 000 sq ft. (9, 000 sq. ft. when sprinklered ) Attic draft stop partitions shall extend from the ceiling to the underside of the roof. (UDC 3205(b ) ) 6) Submitted plans are approved for construction subject to the above notod items 10) Approval of submitted plans is -,1o'% an approval of omissions or oversights by this office or of non- compliance with any applicable regulations o+ Local government. 218) Normal office hours for Fire District Inspectors 'are from S: OO to 9: 00 a. m. -and From--4: 30- to 9: 00 p. m. Inspection requests and questions should be made by phone Luring these hours only Whenever possible please ask for the inspector you wish to talk +r. by name. If you desire a conference regarding this plan cr if ynV fli'. c r�i nc,hj please Ch1 t C-en 1 ' -t' 711 9+: (50:3) ot32-26�1 i 8 c! 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I D I I ZIZ ?. r Z co zc — z Z 2 m0 I Jt c < O r. - 0 0 0 I 1 0 w 0 O I V 1 matZ*1 Z ommmEEm NU z U) O H z w CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 �i RECEI[T DATE: _ . -07 7 1l -- AMOUNT: S __... -... -. 94 ---t----'DOLLARS NAA/ > CASH: ADDRESS:__ ___ - - - - - —� M.O.: — — # OF FOR: ACCT. # PERMITS SURCN/.ROE AMOUNT SEWER BILLINGS 40-364 S _ BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 _ SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 PARK DEV.CHARGE #1 30-367 PARK DEV. CHARGE #2 30-369 ZONING ADJUSTMENTS 05-362 TOTALS IA- RECEIVED BY: PERMIT NUMBERS AEBIONED: _ — - Number Amount I Number Amount Number Amount ------- S - S-- S--- RECEIPT r 17584 March 20, 1984 Mr. . Ed Walden Building Department City of Tigard P. 0. Box 23397 Tigard, Oregon 97223 Subject: Building Permit Application Proposed Schuck's Auto Supply Store Southwest corner, Southwest Pacific Highway and School Street, Tigard, Oregon. Dear Mr. Walden: In response to our phone conversation of March 12, 1984, I am submitting herewith the materials ,?ou requested in application for a building per- mit at the subject location. Included are the following: 1 . Three sets of plans. 2. A soils report dated February 16, 1984 from Carlson Testing, Inc. 3. Engineering calculations forwarded by a cover letter from David Cooper of Kenneth D. Long & Associates dated March 12, 1984. 4. A check in the amount of $594.15 covering the plan check fee and other application costs based on a building valuation of $160,000.00. If any additional items are required or questions arise, picsse feel free_ to contact me at (206) 246-0700 or Mr. David Cooper of Kenneth D. 1,ong & Associates at (206) 285-9080. Thank you for handling this application for us and we look forward to the early receipt of a building permit. Sincerely, Merle Cox Real Estate Coordinator SCNUCK'S AUTO SUPPLY, INC • P 0.BOX 811357 . 223 ANDOVER PARK EAST. T1.IKWII A WASHINGTON 98188 • 206-246-0700 �lJl�i11 ' Kenneth D. longi Assock tes P,S. 100 Mercer Street, Seattle,WA 98109, (206) 28b-90 �0 Architecture& Planning March 12, 1984 City of ligard Building Department P.O. Box 23397 Tigard, Oregon 972.23 ATTN: Mr. Ed Waldon RE: Schuck's Auto Supply Park Street Square, Tigard, Oregon Dear Ed: As per our telephone conversation of March 12, 1984, I am forwarding copies of the requested structural calculations and in addition a copy of a letter from Carlson Testing Inc. In short it recommends the removal of all "topsoil, roots and other organic materials" from the site and that the footings be "placed on 4" to 6" of compacted 3/4" minus crushed rock". Our intention is to meet and exceed these recommendations in the following ways: The soils report identifies 1.811 to 24" of top soil covering the site. Our specification shall call for an over excavation of the area beneath and a distance of three feet beyond the building lines to a minimum depth of 30" below existing grades. The specification will then call for all footings and slabs to bear on corpacted structural fill comprised of compacted 113/4" minus crushed rock". These precautions will hopefully eliminate any unstable conditions existing on the site. Although the soils report indicates a 2000 psf will be available if site preparations outlined in the letter are followed, our engineer has designed the footings aasuming only 1500 psf soil bearing capacity. (See calculations enclosed) Thank you for your Iielp and if there are any other questions, please don't hesitate to contact our office or Jim Trueblood at Engineers Northwest at 525- 7560. Sincerely, David K. Cooper DVC:cs Er ' )sures Co.istruction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 2:1614 Tigard,Oregon 97223 Phone(503)GU-3460 February 16, 1984 I #CP-1853 Schuck's Auto Supply P. 0. Box 88357 Tukwila, WA 98188 Attention: Mr. Merle Cox Re: Schuck's Auto Supply Store Park Street Square, Tigard, Oregon Gent.lernen: At your request, a soils investigation was conducted on Parcel "C" of the Park Street Square in Tigard, Oregon. This investigation was conducted February .15, 1984. One test pit was dug outside the northwest end of the building to a depth of seven feet. Approximately 18" of topsoil overlaying medium stiff brown silt was encountered. A second test pit was dug outside the southeast end of the building `_e a depth of eight feet. Approximately 24" of topsoil overlaying medium stiff brown silt was encountered. A 1" pipe was pulled out at a depth of ±18". It is recommended that all topsoil, roots, and other organic materials be removed from the site and all structural footings be placed on clean, undisturbed native soils. Since the in-place silts are extremely moisture sensitive, it is recormunded all footings be placed on 4-6" of compacted 3/4" minus crushed rock. Free water was not encountered in either test pit. With footings placed as recommended, a footing pressure of 2000 p.s.f. may be used. Engineering or consolidation testing was neither requested nor performed. If there are ap, further questions on this matter, please do not hesitate to contact our office. �'r Very truly yours, vim (\�n CARLSON TEsT1NG, INC. onEdON 'DD2:l to ENGINEERS - NORTHWEST INC. PS. 68"9 , !OODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206-525.7560 JOB NO. Joe NAME DATE .- SUBJECT ATE ._SUBJECT _ SHEET OF___ — BY _ JOt ' ScHusy, .5T r-4JC-I L4-Lc U+..,e,-r lames ��Fp PRpFjS ` S23 f I s 0P•E00.' /1 �! I ENGINEERS — NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E. SEATTLE, WASH. 98115 TELE. 206.525.75601 JOB NO. 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