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9690 SW RIVERWOOD LANE-1 yV'D'--"LDING PROCEDI IRE SPECIFICATION (WPS) Yes _ PREQUALIFIED QUALIFIED BY TESTING _ or PROCEDURE QUALIFICATION RECORDS (ICOR) Identification # �/ Company Name a9"Mr Revision Date By Welding Process(es) _—:7 Authorized by �� 1�,9 Cate Qd Supporting POR No.(s) _-_� TYPe— Manual ❑ Semi-Automatic Machine ElAutomatic JOINT DESIGN USED — -- POSITION Type. F; �' L )-v r Position of Groove: Single M Double Weld Fillet: lrh kc a Vertical Progression: Up ❑ Doan ❑ Backing: Yes (� j i Io Backing Material: ELECTRICAL CHARACTERISTICS Root Opening &l4 Root Face Dimension AIA Groove Angle: _ �� Radius (J-U) Transfer Mode GMAW Back GoL'ging: Yes ❑ No ❑ Method ( ) Shod-Circuiting❑ Globular❑ Spray❑ BASE METALS Current: AC ❑ DCEP;R DCEN ❑ sed❑PulOthe Material Spec. � 3 �o O� .S-7� � Tun :.ten Electrode 9 ode (GTAW) Type or Grade _rAD& � of Size: Thickness: Groove Fillet Diameter (Pipe) Type: FILLER rV1 LS TECHNIQUE AWS Specification /9 A S Stringer or Weave Bead: AWS Classification �= / ]""'_ / Multi-pass or Single Pass (per side) Number of Electrodes 6JVAr Electrode Spacing Longitudinal SHIELDING Lateral Flux � Gas .4q .-eo � Angle Composition ` �• Electrodw-Flux Chas Contact Tube to Work Distanc 1 ( s)__.____ Flow Rate • d �N Peening Gas Cup Size Interpass Clean?ng: 6,#\llr PREHEAT Preheat Temp., Min POSTWELD HEAT T EATMENT Interpass Temp., MinTomp. /Q Max Time /1 WELDING PROCEDURE Pass or Filler Metals Current rpm Weld Type & mp r Wire Travel Layers) Process Class Diam. Polarity eed Speed Volts Speed d Joint Details 00 2 o A O� Form E-I (Front) NOTICE: IF THE PRINT ORTYPEONANYi { i i { III { I 111 i { i i { i i { r rir rIi SII III rII ' 1111111-1-111 I � I I � i I � r l � r 1 � l I-jl 'l � 1 r1r 111 ISI r� 1 I I � 1 r� r I t Jill t t i ITI 1 I I s I I 1 ( { l � t � l � � � tI rl � . 11 I l iii20L /1 IMAGE IS I E NOT AS CLEAR AS THIS NOTICE 1 2 � 4 5 � _ _ 7 � J - 10 11 12 _ y IT IS DUE TO THE QUALITY OF THE _ _ _ No. ��-�•, �«�w ORIGINAL DOCUMENT - -- - MMMMM E 6Z 8Z LZ 9Z 5Z � Z EZ ZZ IZ OZ 6I 8I LT 9I 11 t; T ET Zi IT OT 6 8 Ldutll ZT �tlIitil 1, � ► Jill IIII IIII II I ILII IIII IIII IIII II�L►1�111111111� Illi llll llil. l{Il llll 11111111 IIII IIII III{ IIII IIII I II IIII :111111!{ IIII IIII IIII {III IIII IIII IIII III Illi l III Ilki,, �lll llll ► lu 1111'411 WELDER CERTIFICATION Cert. No.C-1680 Welder: LONNIE EDWARDS SS#: ` 1-13-2147 City of Portland Expiration Date: 04-08-03 4Wde2rS' nature5,. Date CTI Authorized Signature 0-0V 002 Carlson, Testing, Inc. Tigard, Oregon (503) 684-3460 See Reverse Side for Qualification Data Qual. Spec: AVMS D1. 1-00 Process: FCAW Position: 3G Weld Desc: VEE-GROOVE Material: A--36 Filler: E71T-1 Thickness: 1/8" TO 3/4" RemarkQ: BACKING REQUIRED Civail. Spec: AWS D1.1-00 F'rOcm: SMAW Position: 3G Weld Desc: VEE-GROOVE Material: A-36 Filler: E7018 Thickness: 1/8" TO 3/401 Remarks: BACKING REQUIRED WELDER CERTIFICATION Cert . No - C-1680 Welder : LONNIE EDWARDS SS# : 541 -13 -2147 City of Portland Expiration Date : 09-11 - 02 Welder Signature Date CTI Authorized Signature 09/14i2001 ♦r Carlson Testing, Ine. Tigard, Oregon (503 ) 684 -3460 See Reverse tide for Qualiticaticn Data Qual - Spect AWS D1.1-00 Process: FcAw position: 30 Wald Desc: VIM-GROOVZ Material: A-3` Piller: 871?-1 Thicjmoss: 1/S' TO 3/4" Remarks: BACKING RX=R= Qual. Spec: Process: PoMition: Meld Desc: Material: Piller: T'hic)mess: Remarks: r wo •r NOTICE: IF THE PRINT OR TYPE ON ANY -rl-! rlr 1 ( � � I � � I � � I � � I � ill � I � ! li tli Il ! � ! ll ill II ! ! I � rl ! ! l ! ! � ! 1� ! ! � I rl ! ell Ili ill � ! `il ! r-�l III ! 1 ► I � ! ! � ! ! r ! ! I I i I T-1 1 111 I I ISI I .II �11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 I �J -- _ 5 G 7 8 _ J 1 11 12 IT IS DUE TO THE QUALITY OF THE _ _ _ _ __ _ � ��_ WW� � No.36 ORIGINAL DOCUMENT E 6Z 8Z GZ 9Z SZ�� Z EZ Z TZ _ OZ 6T 8T _ LT 9T VgT � T EI ZI _ TT 01 6 — id ZO 130 1111 111IIIIIIIII III _ IIIlIIIIIIIIIlI . ►IIIIIIIIIlll1 !� tlllllll h 1 f� WELDER CERTIFICATION �-, Cert. No.C-689 :3NOHa _ -.kjOSI/12J3dns i Welder: CHRISTOPHER LEDBURY SSM 541-62-0990 7i9qumeo-JOCIOPO City of Portland Expiration Date: 03-30. 13 :3NOHd : jqqujqjdeS-AInr :kIOS1Ab3dns :rime Welder Signa Date :3�lOF-:�' :aOSIAN3dnS ' +� CTI Authorized Signature k 04104/2002 eunI'ip&vf Carlson Testing, Inc. 3NOHd :8OSIA213dnS Yigard, Oregon (503) 684-34M j WN1.4 See Reverse Side for Qualdcation I 4wew-kenuer 1N3yUO 1dW3 ,O ON003H Sb'3U-0nn Gkwl. Spm: AWS 01.4-92 Proems: SMAW Potion: 2G Weld Desc: FLARE BEVEL s :s tyl :�II!d Material: A706 TO A.36 :161�ie11V s Filler: E7018 Thickness: 05 AND LARGER � F :0900 PPM Rema*s: of Wo. :990=d :oWS 'Zeno I Qual. Spec: AWS D1.1-98 03HIfl 2i JN1N0� :s�euua Process: FCAVN Poeition: 3G, 4G a311W1�Nn Cl „8/L : au40!q ML3 'JIl!� Weld Desc: VEE-GROOVE 9£-d :1e1owY�I i Material: A-36 3A00 33A :off Pl3M Filler: E71T-1 Thickness: 1/8" ' O UNLIMITED Off' BOE :uosod yWS :ssaooJd Remarks: BACKING REQUIRED 86-L.La S V :oWS 'IenO eu. NOTICE: IF THE PRINT OR TYPE ON ANY r{_► 11Ir 111 ' 1 { 1 ol � Iili 1111111 � 1i1111 I ( Iltlr ► 111111 I ( I ( I ( I 1 ( 11111 IIII { ! 11111 ( 1 I ( L 1 ( I Ill 1.11 �.I11 _f.11 Ili Ill I ' I I � i Ili rllflll I � l ( r _11111 { I 1_1~T rJTJrC► 1111111 Illllll � IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 2 3 4 ._ _ 71 9 - 10 C IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT E T6� 8Z LZ 9Z 5Z � Z � Z ZZ 1Z OZ91X01 6 8 L 8IIIIIIIINIIIIIiIIIIIII111111111 111111.11 {IIIlIIIII�ilIIL111111111111i11llllll1111l1lIIIIlNIIIIlIII► IIIIIIIlIIIIIIIIIIIIiIIlllilllllllNlllllll �llilllClllllilllllllllllll lila. III �ad I �� I►11��111 9690 SW Riverwood Lane CITYOF TIGARD _ BUILDING PERMIT PERMIT#: BUP2002-00485 DEVELOPMENT SERVICES DATE ISSUED: 11/27/02 13125 SW Hall Blvd., Tigard. OR 97223 (503) 639-4171 PARCEL: 2S114BD-02200 SITE ADDRESS: 09690 SW RIVERWOOD LN SUBDIVISION: COPPER CREEK STAGE 2 ZONING: R-4.5 BLOCK: LOT: 037 JURISDICTION: TIG REISSUE: _ FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: OTR FIRST: sf N: S: E: W: TYPE OF USE: SF SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: R3 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT? MEZZ?: _ REQP 'LACTSACKS _ REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 6,500.00 Remarks: Post replacement Owner: Contractor: HARGER, LORN S AND KAREN J KUSHNER STRUCTURES 9690 SW RIVERWOOD L.N 8616 N SWANSON STREET TIGARD, OR 97224 F-)RTLAND, OR 97203 Phone: 503-283-8337 Phone: 503-283-8337 Reg #. LIC 109369 FEES REQUIRED INSPECTIONS Description Date Amount Footing Insp lit 1'I'I ti 1,111 Its 11/4/02 $71 83 Framing Insp II3UII DI I'rrnw I�cc 11/27/02 $11050 Final Inspection Final Inspection IT'AXI h Suite Fax 11/27/02 $884 DC I31d Re 11/27/02 $20.00 Total $211.17 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those Hiles are set forth in OAR 952-001-0010 through OAR 952-001-0100. You may obtain a copy of these rules or direct questions tc OUNC by calling (503) 246-6699 or 1-800-332-2344. Issued By: --- F'ennittee 1 Signature: -- Call 639-4175 by 7 p.m. for an inspection the next business day Building Permit Application �i Date received: J-t4-G 1- Permitno..a - i_�S City Of Tigard City of Tigard Address: 13125 SW Hall lllvd,Tigard,OR 97223 Prolect/appl.no.: Expire date: Phone: (503) 639-4171 Date issued: By: Receipt no.. Fax: (503) 598-1960 Case file no.: Payment type: Land use approval: _ 1&2 family:Simple Complex: 1 LL'] I &2 family dwdinf,or accessory U Commercial/industrial J Multi-laniily U New construction U Demolition U Additioi:/alteratiotVr Olacement U Tenant improvement U Fire sprinkler/alarm Other. INFORMATIONJOB SITF IBldg. no.: Suiteno.: I t _ Block: Subdivision: J Tax map/tax lot/account no.: Project name: — 1iltuon and location of work on premises/special conditions: OJJr N111 FOR SPECIAL INFORNIA-1 ION, USE CHUCKLINT _/ solar, Name: 77 ?tid r7 rC",'�7";f-�C�' Mail ingaddress: ,C�.�'c" '�v '' !V ��.� �! I & 2 family dnellinq: City: i< ! v Sit":/''F -VP! g ,2� Valuation of work........................................ $_ �i�car:� Phone:5 , b 4 Fax: ;'�' E-mail: No.of bedrooms/baths................................. Owner's representative: kvs N1✓r Total number of floors................................. Phone: r" r''• • I F_mail:r,,44)&N"•rf'/ Vew dwelling arca(sq.ft.) .......................... APPUCANT Garage/carport area(sq.ft.) Name: Covered porch area(sq.ft.) ......................... — MailinE address: --- Deck area(sq.fl.) ....................................... -- ('itv: Slate: I - — Other structure area(s t.)......................... r,ix 1.-maFil C phone: 1otnmerclaUlndustriallmul(I-family: CONTRACTORValuation of work........................................ $ Business name: Existing bldg.area(sq. ft.) .......................... ---- -- ---- — New bldg.area(sq, ft.) - - Number of stories........................................ City: 9ttit0:a'o Type of construction Phone: r �: 1 Fax: E-mail: J .y Occupancy group(s): Existing: CCB no.:_ New: City/mesio lir.no. Notice:All contractors and subcontractors are required to I>< CUIDUSIGNER licensed with the Oregon Construction Contractors Board under Nano•. provisions of ORS 701 and may be required to be licensed in the -_ - jurisdiction where work is being performed. If the applicant is Adrlress: - -- exempt from licensing,the following reason applies: City: `Mate: IZI1': Contact person: flan no.: Phone: Fax: I E-mail: -- Name: Contact person: fees due upon application $ Address: _ Date received: . City: State: 7T7 Amount received ......................................... $_ Phone: I E-mail: Please refer to fee schedule ~ hereby certify I have read and examined this application and the Not an Jurisdictions accept credit('ards,pleaw call iurisdi(ti(n fot tuore infottnaiiol attached checklist. All provisions of laws and ordinances governing this U Visa U Mastercard work will he complied%Athywhether specified herein or not. ,,ht cord numter Expires Authorized signature: 1r Name of cucarolder u shown on credit crd Print name: Y--4.x &,z_%/1 Cardholder signature S _Anuxmt Notice.phis permit application expires if a permit is not uhtained within 190 days after it has been accepted as complete. 4.0 14611 ttowd't in) One- and Two-Family Dwelling -� Building Permit Application Checklist Reference no. Associated permits: Cityuj7➢gard city of l fgard J Electrical U Plumbing U Mechanical Address: 13125 SW I fall Blvd, Ilgard,OR 9722 J Other Phone: (503) 639-4171 Fax: (503) 59R-1960 1 111111A IOL12 I land use actions completed.Sec jurisdiction criteria for concurrent reviews. ____ 2 Zoning.Cloud plaits,solar balance points,seismic soils designation,historic district,etc. — 3 Verification of approved plat/lot. 4 Fire district approval required. 5 Septic system permit or authorization for remodel. Existing system capacity 6 Sewer permit. 7 Water district approval. — R Soils report.Must carry original applicable stamp and signature on file or with application. q Erosion control U plan ❑permit required.Include drainage-way protection,silt fence design and location of catch-biv,m protection,ctc. 10 _ Complete sets of legible plans.Mttst he drawn to scale,showing conformance to applicable local and state building,codes. I,atersl dcaEn details void connections must he inc Lirated into the plans or on a separate full-size sheet attached to the plans with cross references between plan' -,11 .n and details. Plan review cannot he completed if copyright violations exist. _ I I sifelplol plan drawn to scale.The plan must show lot and building sethack dimensions:property comer elevations(.I there is more than a 441.elevation differential,plan rumor show contour Imes at 24t.intyrnols);lavation of easement,%and driveway;footprint of structure(including decks);location of well"t'sepuc systems;utility It direction indicator;Int area;building coverage arra;percentage of coverage;impervious:uya;yxisLing structures on site;and surface drainage, 12 Foundation plan.Show dimensions,anchor bolts,any hold-downs and reinforcing pads,connection details,vent size and location. -- 13 Floor plans.Show all dimensions,room identification,window size,loriuon of'smoke defectors,water heater, furnace,ventilation fans,plumbing fixtures,balconies and decks 30 inch -,above grade,etc. 14 Cross scclion(s)and details.Show all framing-member sizes and spaciity-,u�h a%Ilo or beams,healers,joists,sub-floor, wall construction,root construction.More than one cross section nlay hr m-quued to clearly portray construction.Show details of all wall and roof sheathing,roofing,rool'slope,ceiling height,siding material,footings and foundation,stairs, fireplace construction, thermal insulation,etc. 15 Elevation views.Provide elevations for new constnrc•tion;minimum of two elevations for additions and remodels. Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full-size sheet addendums showing foundation elevations with cross references are acceptable. 16 Wall bracing(prescriptive path)and/or lateral analysis plans.Must indicate details and locations;for non-prescriptive path analysis provide specifications and calculations to enginccring standards. 17 Floor/roof fronting.Provide plans for all floors/roof assymhlics,indicating member sizing,spacing,and bearing locations.Show attic.ventilation. _ IR Basement and retaining walls. Provide cross sections and details showing Placement of rehar. Fur engineered sysicins,ser,item 22,"Engineer's calculations." 1) Beam calculations.Provide two sets of calculations using current code design vtdues for all beams and multiply joists over Irl feet lung and/or any beam/joist carrying it non-uniform load. 20 Manufactured floor/roof truss design details. _ 21 Energy Cole compliance.Identify the prescriptive path or provide calcul tions. A gas-piping schematic IS required for four or more appliances. 22 Engineer's calculations.When required or provided,1 ,bear•vall,roof truss)shall ho tamped by an engineer or architect licensed in Oregon and shall he shown to hr,ily lu,illy to the projrrt under res w\k 23 Five(5)site plans are required for Item I I above Site plans mist he 8 112' x I I .a I I" x I _ 24 Two(2)scIs each are required for Items 16, 19,20 K 22 above. 25 Building pill's shail not contain red lines or tape-ons. "Mirrored"building plans will he not accepted. 26 "Reversed"building plans must meet criteria outlined in the fem'it&c System Ue\elopmcnt Fees document. 27 "Drown to scale" indicates standard architect or engineer scale. 28 Site plan to include tree size,type&d location per approved project street tree plan(if applictible),and COT Strect Tree List. Checklist must be completed before plan review start date, Minor changes or notes on submitted plans mai be in hluc or black ink. Red ink is reserved for department use only. '"14h14( A10WOMI CITY OF TIGARD 24-Hoar BUILDING Inspection Line: (503) 639-4175 MST INSPECTION DIVISION Business Line: (503) 639-4171 _ _ BLIP Received -- _-- _ _ _ -- Date Requested -"7_,!i_ AM--- -- PM --__-_ SUP Location —_—�_` � --r' --__. Suite _-_- -- MEC Contact Person _ _-_ _-_ -�- Ph PLM Contractor _ Ph(—__ —) _--_ SWR - BUILDING Tenant/Owner -- ELC Footing ELC _ Foundation Access: Ftg Drain AV- /l e _ `" ELR Crawl Dain — Slab Inspection Notes:/' QYL SIT Post&Beam Shear Anchors Ext Sheath/Shear Int Sheath/ShearFraming Insulation Insulation Drywall Nailing - - _— Firewall Fire Sprinkler -------. - ---_-� Fire Alarm Susp'd Ceiling ----------- - Roof Other: i APARTFAIL PLUMBING_ Post& Beam�� Under Slab Rough-In Water Service ------ Sanitary Sewer Rain Drains - - - --- — -- -- Catch Basin/Manhole Storm Drain Shower Pan Other: Final PASS PART FAIL MECHANICAL ---- Post&Beam - Rough-In -- Gas Line Smoke Dampers - - Final PASS PART -FAIL ELECTRICAL Service Rough-In UG/Slab Low Voltage -- Fire Alarm Final Reinspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hail Blvd. PASS PART FAIL SITE Please call for reinspection RE: — A E] Unable to inspect-no access Fire Supply Line ADA Approach/Sidewalk Data -_.-._ Inspector Other: Final DO NOT REMOVE this Inspection record from the job site. PASS PART FAIL SEE 35MM ROLL # 20 FOR OVERSIZED DOCUMENT 41 no Qua[ Spic:'' Process: Peron: _ Weld Desc: * - -- moi. - • .... •' M Material: - - - – . . t•�- - . . Filler: Thickness: WELDER CERTIFICATION - Remarks: Cert. No.0-1785 Qual. Spec: Welder: ADELBERT BAILEY Process: Position: SS#: 544-04-4798City of Portland Expiration Weld Desc: P n Date. 04-08-03 Material: Filler: Thickness ! Weld r Sig ature Date Remarks: • CTI Authorized Signature 04/1 002 WELDERS RECORD OF EMPLOYMENT Carlson Testing, Inc. FIRM: � , • - Tigard, Oregon (503) 684-3460• SUPERVISOR: See Reverse Side for Qualification Data Apri�oine ---__. PHONE:_ _ • , FIRM: ; Ckiel. s'poc. AWS Dt.t-vo ' _ •�. "' v SUPERVISOR: Process: FCAW Position- G July-SeptemPHONE: Weld Desc: VEE:-GROOVE FIRM: Material: A-36 SUPERVISOR: Filler: E71T-1 Thi s: 1/8 TO 3/4 October-Decemb,or PHONE: Remarks: BACK NG REQUI FIRM: SUPERVISOR: PHONE: Qual. Spec: Process: Position: ' Weld Desc: Material: , Filler Thickness: - - •-- ,�...... �_ �.�, �,� ;� Remarks. i � NOTICE: IF THE PRINT OR TYPE ON ANY T_I_I- IIS III III III III III III III III III Ili r � rTIF i-1•rjTC1. .�_1.1 1IT t_lil.�1 � � � ( I 1411-I I Jill IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.36 – _ — •� ` ORIGINAL DOCUMENT �; 61 8Z LrZ 9Z 5Z � Z EZ ZZ TZ OTZ J61 �?� LT 9i 91 '� T ET ZT iT 01I ' IIIII IIII IIII IIIA Ills llll�llll ll1► 1111.111111�I Illi lllllllllll11II . 1111' 11 LI IIIIIIII�IIII�IIII IIII IIII I II II II IIII IIII IIII IIII ILII IIII IIII I II I I I 11�11►1111a I LI I I I l l l I I I l l I LI I I Lill 1J l 11J L I I I f1 ,I �pL.:�� ''.�+ ��I ......_w,-...........,...».e,...,.r.,«..wrw«,.w.......a wrrrYwMr.wuww.+rr.•T.-...,w+.+wrra.,.e.,+trww.r.-n•iwr+w•--;y,fr-+.�N.w...w 1by l� s i 1 4 .�, . ;4 I / 16 .. ..arr•..r.w«M�+..tea+► ..n...M+rrn.•w.• . •rr141rlMM.. � � .v. ....r. ..: ..-x.. .,.x,,..,w.�t..-..W� .n.w r •.. .M.a Vr..MNw'M,.. +•weM.r.I.tAw4s„4,rr,Nnla YrWrWu..Marrsw.rrrr,.Www.IrYY�•NM.�rr.rr.:1..,r+MM'IW�.YI-4.fPYMY1M.xrMtRMrrr�/ w- r i 1 "'"”' 1f of / � r . ,._ ....., .,Jw �}'Jy �/�yA�� T l�r,•�� h.A►1w � � J'�l y/�wr +� i ,Irk 7�j'�o ,� �''l+�,l`'t 7 :,. .�.✓ .ti+t»��,c:, ,C" .., 10 o ._.._ 1 I � �'�''� .�� ;"�� - J, � .,�►...... 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'-Rr.r. �,.N'�� •,�..,:� / www •.r�ww+s. ...-r,..r,-r *.+�^�aro �4. .�... VOLUNTARY REPLACEMENT OF WOOD COLUMNS r' v ......r..'...�1�.r�..�..1.(,,.,.�..'./,.�.�,n�A.�4w...rT.W.y',,r.r..'....�.Mo.r.Ir�,' r �'y.�l1 ;, ..,�„� rl r�,'L'r .r'�r .. �,. / ..,� ',�i '��= �,�`,:. / ��rr!,, ir �'”qb.b � r� .i.. ..,J�':Y A,,./rlilJ'ylil�,lin o-�.`�r�(��'�^��rI�W`►/1N1'�{F�.JI../w/•�,., /J�"'�r•�d,�«pn�•'1'�"1b f J r'�M.',r•.�"w� ,1`.,�l�a1'`.�/�1nJ r, �,".^��ar�.r+r .�.r..�T.i..M .. .b.,/.,,�.C',:(W•�,'."il."..Q�e1:,�,..P.•n.�:yr.�Y..�.�,'M•W»�7��,.^.r.,....4,...,'.,..I,.w/l.�.-:'w��,�u�tja•t»+!r�ir]r.II.�M.y�.r«..l1.w��. r r � ✓�� ..-.',7� f1 , .�',-., ,I...:1i{` {'�`� .TO.�, .. -9- 69_ 0 —S...W. .......R.._..IV_. .E. ..R.. .W... ._O..-.O- D__L._A_N.,_. _E. .,_ TIGARD,-_O_ _R 97224 `. VfI 44 / „ A� STEEL COLUMN AND BOLTING DETAILS ' "L1-�,Ioew 1 4.e. ` "r. 'j/ +1r.- )HAWINU _ NUMBER _..._.._.._ ra; ... .n. WWI NOTICE: IF THE PRINT OR TYPE ON ANY -rTr�rlr il � lili ililil � � I � lili � lilili ilii ( r � li � � li rlFr ( r � i t ( 1Iili � ililili Ililtl � ilili ( t t ( � li � t iltirll ililtli Iliitlt iltllll ililill f � l ( III I ( illli I � rI1II lI � IIII illlll ) 1111111 ,, 1 7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 4 -7 S - 10 11 1... ITIS DUE TO -THE QUALITY OF THE _ _ No.36 �°— ORIGINAL DOCUMENT ou Il6 Z i Z li i 1111 II I 11118illiIIIII I IIS��IIIIIIII ,�I11�1111 iIT EII III Z � 1iII611 lS Lil M 111811111 4 fi E :1d llll� �11 Z 11 II I9II I1 I 1 II 1 II �/ { (' ,�,: r,�:r, � .,, aur, ,i/' r � ( "��"�K .. `► �� _.t. .... ,• ... .. .. ,�' ,°' orf c � � /`• �,,, � � ._.,....,,,.�._ � �/�"4 /6 s 1 J ~'\Y,w..rl�l.� ..,..._ •._,..wy. ..«r,,,n-r.,..w ., .y "t'• i l� V 1 ... ��....:,c�� ,�"'' •� 've F3 V'q 17i «.......�ww�+w.n.rr+. ..•...•._,........_•..«...•.....,...+r,+rwMwr..•.rM.........k +r/ww..:.w.nrr..N.r. ,wwr.w.....,r.. �'�l P c t",./ P T!, r tl 1,,1.*l A. +.Irk` 7•°,T 1 Ar.; Specifications t Spread Footings ��' • base footings on approved firm, compacted, inorganic soil N v extend footings 1 '0" minimum into the soil Wood footing forms shall be removed after use. Expanded metal footing forms shall remain in ground . /Z45... 44"e, A, �;r«�ier"� •�'� , �1�.A -r; ;�� , r A Concrete bars No. 5 and larger. ASTM A615, grade 60 bars No. 4 and smaller: ASTM A615, grade 40 Concreteprotective over or reinforcement: r concrete cast against earth: 3" concrete exposed to earth of weather: 2 " LIABILITY The City of Tigard and its Minimum compressive g days: � p 9 �� ess�ve siren th F'c at 28 da � �. 2,. 00 psi G ` employees shall n Use of fly ash or other pozzolans shall be permitted _�..��_�._ ._.... _._ r_._........,..,_.._ _... . .. .�.... of be responsible for discrepancies Use no calcium chloride in any concrete which may appeal- herein. Steel Steel to conform to AISC Manual of Steel Construction Furnish steel with rust inhibiting coating . 1,! ......,«. r,..r . .., ....,,, ..... N,.,.µy,�,y.•r,._.•._.._,. ..,.,....,w.,..s.w•......,w..r,.n.,..-wr��w..�w+s/'rn.«.,.r.....+_u..u.,rr.nM.-.«.r.,..w.+w.«wr.«•..r. wr_.w.. ..-_ a,... ,. � . . .... � .. �. ,�.,.__ .�„.. ,.I..�.».«. ..,.. - -..,.,�,�,,�-».-•. „ ..,._... „.... .,�.,.,� ..�, For Only the�w0 +«vr• r+.wre•, ras described✓n: PERMIT NO. C/f` it scope of work. seg ett(:"► co FM1dw... ..................... ( >� 1 . remove 4 existing wood columns supporting 2�� floor , ;. � ,. ,.�� rp r Job Add;�SS: S" 4..___!�G! '�! ' 2. install 4 new steel columns with steel saddles at beams All , / 0V),! �lo�� t•� ,t Gate ��_L..• .".�..aZG sy. 3. install new spread footing under each steel columns VOLUNTARY REPLACEMENT OF WOOD COLUMNS ► 9690 SW RIVERWOOD LANE, TIGARD, OR 97224 OCTOBER 2002 scale as noted .�j / f�R�'�NINI; NUMIHFH -Z 1148te-m-Nail 1111111111111111 w—w"No— k q: NOTICE: IF THE PRINT OR TYPE ON ANY Ilr� i ( r � I � I � I � � � I � I � I � � l � lrlr II ► I � l � � I � I � Cr ililil , � ! , � � I � ..�vl.i_l-� �_r r11 � � 1 � i ! i iii ili � ili Ali ili ' ili i I ill Il ' ill il � il � il � ill il � i ! i ill I1i111i ij � i ! I ! 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