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14114 SW BENCHVIEW TERRACE-1 ADDRESS : Ben i&w recordslmit n,ftrn`t irgetslbuilding dcc �.�..` � CERTIFICATE CF -- CITY F TIGARD ' PERMIT #OtaCUPANs rM12,T94-•0301. COMMUNITY DEVELOPMENT[IIRSPAWMENT DATE: ISSUr_rik 08/17/145 '13126 8W Nall Blvd.Tigard,Oregon 97223.0194 (603)039-1171 NARCE'1....a ,?51'i1943�i~W43� 1 f. I Ta' ADDRESS a 14 t 1.4 SW SE'NCHV IEW Tt RR SUBDIVISION. . . . n HILL€:WIRE: €iUMMIT ZONING:R-7 pr) BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . :0211 CLASS OF WORK. :NrW TYPE OF UEiE. . . a 5F OCCUPANCY GRP. i R3 0CC:UPANCY LOAD::-30 4 TENANT NAME. . . : R"marksi PATH I ANNE: SORENSEN 12355 914 W I NDWOOD C I GARU OR 97224 Ohnne M: 639--5935 BERNARD CUSTOM SUNRISE VENTURES INC: HT 13 BOA '440 tI LL.SBOR0 OR 97 I P3-&000 Pt,une Iii 51213-64-7-2358 Rmq #— : 31:517 This Certificate e!ertifies that the above raferenred bcti.lding lir^ porticii, thereof time been i1lspact:ed for compliance with the Tigard Smildiny Code for, the group and division of ocr.upancy and u9e f �1ich t( ,e 11bc+v�1 i pfnrenc�ed pe-sit w,-is itsr�as�d, and acc�apancy i. s h r tjy n:i te!d. l_� tIIL"DING ING�'I C T1�R 1I � i�•OFFICIAL Pos'r IN CONSPICUOUS PLACE CITY OF TIGARD Br11LDING INSPECTION NOTICE �1 \ Inspection Line (Rec-O-Phone). 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink, Rough-in Appr/Sr4wik Foundation Plbg. Underslab Mech. Rough-in Fire plgLe Post/Beam Struct. Plbg. Top Out Elec. Rough-in FI4VAL: Post/Beam Mech. San. Sewer Gas Line Idg. Plbg. Underfloor Rain Drain Framing -Plurnb. Alarm Water Line Insulation -Mech. Underflr. Insul. �Shear Wall Gyp. Bd. -Elect. Date Requested: d/p� / Time: AM PM Address:-141 k 4- Builder: Permit #:.q THE FOLLOWING CORRECTIONS ARE REQUIRED: Ins actor: —,�a,e: r SS 'PROVED ,DISAPPROVED —APPROVED SUBJECT TO ABOVE Call For Reinsp. 08/17/95 07!63 0603 228 8211 CONTACT LUMBER -- CITY OF TIGARD zoos CONTACT INTERNATIONAL ?881 S.W. Front. Avenue Portland, Oregon U.S.A. 97201 Telephone: 503-228-736' FAX: 503-228-8211 To: CITY OF TIGARD Attn: RICK HOLEN Date: AUGUST 17, 1995 Fran+: TERRY GRIFFITH Suoject: ALTERNATE MATERIAL RULING 93-92 tr� lr*Mtftir,rirklrffae•�atltt*1t�*+MA*ir*+r+k*�i/MAA#tr►,4#i►rl►,tk* RICK: ATTACHED 13 A COPY OF ALTERNATE MATERIAL RULING 93-92 ISSUED BY THE STATE OF OREGON REGARDING THE USE OF MAHOGANY AS DECKING WOOD. PLEASE REVIEW. I'VE FAXED A COPY TO RICK BERNARD AS WELL. HOPEFULLY S WILL AID IN YOUR FINAL APPROVAL OF RICK'S PROPERTY LOCATED 1.4114 S.W. BENCH VIEW TERRACE IN TIGARD. RESPE FULLY, TE Y GRIFFITH vufl. VJ 08/17/96 07!63 V603 228 8211. CONTACT LUMBER --- CITY OF T I CARD 002 C0 Oregon tiT Alternate Material RulingNo. 93.92 Cr /,9,9.v MERANTI AS DECAL(RESITANT WOOD � AND DESIGN VALUES `✓�1Bc Inidated By: Terry Griffith O Contact Internatioael,Portland RE: Alternate Material Approval for Meranti as decay resistant wood fur decking. QUESTION CONSIDERED: Shall Merano be recognized as an approved wood of natural resistance to decay as defined in the Oregon Structural and One and Two Family Dwelling Specialty Codes? Also, what are the design values for this materiel, what are its grading rules and how is it identified? APPLICABLE CODE SECTIONS: Secdon 2516 (c) OSSC requires wood of natural resistance to decay, or pressure created wood, be used when exposed to thr; weather when regired by the building official. A similar requirement is provided in Section R-309.1 of the One and Two Family Dwelling Specialty Code. BACKGROUND: Contact International has been importing and selling Meranti in the Northwest for several years. The acceptance of this material has been called into question under OSSC Section 2516(c))1, Weather Exposure as an approved wood of natty-al resistance to decay. While this is under considerution, the importer wishes to also establish the acceptable design values for this would. FINDINGS: This alternate method ruling is authorized by ORS 455.060, Rulings on Acceptability of Materials,Designs or Methods of Construction. RULING: Based on research by the U.S. Fotest Service, Meranti is deemed to be an approved wood naturally resistant to decay (in the same category with Western Red Cedar and Redwood) for decking under Section 2516(c)II of the Structural Specialty Code and Section R-309.1 of the One and Two Family Dwelling Specialty Code. Extreme fiber stress in benf{'ng (Fb), single member is 1,537 psi, for repetitive member (Fb) is 2,204 psi. The modulus of elastic,,v (E) is 1,724, 511 and compression perpendicular to the Grain (Fcj) is 453 psi. This material is graded under the grading rules of the Merano published by the Malaysian Timber Industry Board. The material is protectively wrapped with labels and occurs in only one grade. This material shall be nrarkW by species and grade, as required by existing code, as Standard Grade Meranti. - cf `f Jahn Talbott, Chairman Date Structural Code Advisory Board The n o mendaticns and findings of the Structural Code Advisory Board are accepted and the conclu i s are ado ed. jr I Wicks, Administrator Date -- ding Codes Division CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rer--O-Phone): 639-4175 Business Phone: 639-4171 Ins,, ction: Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plb . Underfloor derfloor Rain Drain Framing -Plumb: Alarm Water Line Insulation Mach. Undertlr. Insul. Shear WallGyp. Bd. -Elect. Date Requested:_ '�–' 1 4 _(:� _ Time: AM _PM Address:,4 V Builder:^�L 2�� Permit #:j 3�l THE FOLLOWING CORRECTIONS ARE REQUIRED. Inspector: _ Date: :PROVED —DISAPPROVED —APPROVED SUBJECT TO ABOVE _Call For Reinsp, CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Hoc O-Phone): 639-4175 Business Phone: 639-4171 A)V Inspection:_ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace EW ost/Beam StruuY Plbg. Top Out Elec. Rough-in FINAL: D Post/Beam Me h San. Sewer Gas Line -Bld Plbg. Underfloor Rain Drain Framing S i G. Alarm Water Line Insulation Me ,. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. R/lit Date Requested:�/ Time: AM _PM Address: / (l l Ll _ Lc Builder:—l!_=dL Permit #: �THE,FOLLOWII G CO RFCTIONS ARE REQUIRED: L `---� _ V1�-�v_�►-a-� -fir- --yt-st�Sl s _ Lk --v�� e C3�• fi�-�� - v S ./LL L -a S S a-, `�- 1 � S Inspector: \, Date: 1 _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE Nall For Reinsp. C CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Roc-O-Phone: 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in App,,/Sdwlk ?r3 �3 Foundation Plbg. Underslab Mach. Rough-in Fireplace r ost/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: OPast/Beam. Mach San. Sewer Gas Line Plbg Underfloor Rain Drain Framing Alarm Water Line Insulation e� / Underflr. Insul. Shear Wall Gyp. Bd. Elect. Date Requested: /�l( � Time: AM PM Address: Builder: CO y7 —a-.3 � Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: QN C- Inspector: Date.---� _APPROVED NISAPPROVED _APPROVED SUBJECT TO ABOVE �� Vkl.all For Roinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Pont/Boarn Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing r Plum Alarm Water Line Insulation Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:__ y——Time: AM PM Address:/ _r— Builder:_ _ Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector:__ Date: _APPROVED APPROVED _APPROVED SUBJECT TO ABOVE 1111G�all For Reinsp. CITY OF TIGARD BUILDING INSPECTIONO ICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171. Inspection: Fooling Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Pibg, Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line .11W Pibg. Underfloor Rain Drain Framing P- I Alarm Water Line Insulation Underflr. Insul, Shear Wal APO Gyp. Od. Elect. Date Requested: Time: AM PM Address:` ,. Builder: Permit It: — C THE FOLLOWING CORRECTIONS ARE REQUIRED: ------------- —__ 1 Inspector: Date: ,_-APPROVED Afo'DISAPPROVEp _APPROVED SUBJECT TO ABOVE /Call For Reinsp. i Fox C!'r'Y OF TIGARD BUILDING INSPEC'T'ION NO'0CE Inspection r-:,re (Rec-O-Phone): 639-4175 Business Phont- 639-4P4_L___ Insppn;'un: 1-Qom' Footing Susp. Ceiling prink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rougli-in Fireplace Post/Beam Slruct. Plbg. Top Out Elec. Rough in FINAL: Post/Beam Mech, Sart. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: w-1ili.5—Time: AM _ PM Adr+ress: C -- ( ��L �t L.. --4.-2_-t Builder: _ Permit q: CItQ THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector_" �// _. Date:i/ LAPPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Tom— _Call For Reinsp. CITY OF TIGA:70 BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639.4171 r Inspection: Footing Susp, Ceiling Sprink. Rough-in =ppr/Sdwl f oundagion Pibg. U,,•',rslab Mach. Rough-in Fireplace :;VBeam Struct. Pibg, Top Out Else. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. riderfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ 3q Time: AM PM Address: r/ 'Y��'(11-'Ce-c.�/T Builder:_�C�� 3,5 X Permit#: 636 THE FOLLOWING CORRECTIONS ARE REOUIREC. 2Fv 1 Inspector: r�/�D17'j( S Date,—.;;---3-�;S _APPROVED _DISAPPROVED PROVED SUBJECT TO ABO —call For Reincp. CITY OF TIGARD BUILDING INSPECTION NOTICE 1 Inspection Line (Rec-O-Phone): 639-41.75 Business Phone: 639-4171 7 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Pibg. 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. Underflr. Insul. Shear Wall Gyp B Il� --- -Elect. Date Requested: c� c 1 Time- AM Address: Builder: Permit 0:IV—6-3 0� THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector; ate: ./APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE c, _Call For Reinsp. .rr.r CITY OF TIGARD BUILDING INSPECTION NOTICE \� Inspection Linc (Rec-O-Phone): 639-4175 Business Phone. 639-4171 i Inspection. Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Strutt. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plurr;). Alarm Water Line Insulation -Mec' Underflr. Insul. Shear Wall yp. B >.. _- -Elect. Date Requested:_ 2 � SS Time:----AM PM Address: _ r��'Y� �-(�l-LrL c��^-E — Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: OZ/ 725 r Inspector: �/ L .�� _ bate: _APPROVEDAel SAPPROVED _-_APPROVED SUBJEC I TO ABOVE ✓/Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Undersiab Mech. Rough-in Fireplace Post/Bearn 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 InsulationMech. Underflr. Insul. Shear Wall (Gyp. Bd. -Elect. Date Requested: Z �3 p`�� Time: AM PM Address: J I ll _��L\ d.�. Builder: Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: �1 -- .4 h � Inspector:M �- Date:---- -APPROVED ate: ^_APPROVED _DI" SAPPROVED _APPROVED SUBJEJ TO ABOVE _Call For Reinsp. 1 �� 1VY�L I CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (,¢R.eecc--O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. RouglAn Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. ,an.-SSew Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plurnb. Alarm Insulation -Mech. Underflr. lnSUI. Pea, Wall Gyp. Bd. -Elect�� Date Request�e/d�. /r �5'(y Time: AM PM Address:_1--1�-1 �/ Builder:) f %-331 Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: tar: Date: PROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. r� _ i' 1 1 / `� 1 C �� i �� f �i `` I� �. L _ .;�, , , rr � / +�. � ,•, . �� ; /��r . , „ . CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639.4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Aropr/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 n rain Framing -Plumb. Alarm er ine Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. r Date Requested: 7 Time:&AM PM Address: L Builder: -) �J r G3 Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: Date: ,APPROVED DISAPPROVED APPROVED SUBJECT TO 4OVE __Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 839-4171 Inspection: Footing 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 ( Fraln ni g ' Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:__,D ('' (jj _Time: AM PM Address: J -s cij2e h (iLiQ.c� Builder:CLQ!.& (U T- `LLL5� Permit #: - c;_3 THE FOLLOWING CORRECTIONS ARE REQUIR Inspector._ - _ Date: r ,,APPFiOVED —DISAPPROVED APPROVED SUBJ CT TO ABOVE _Call For Fleinsp. t- C 1 T Y OF T I BARD. — REtrF I PT OF PAYMENT RECEIPT NO. 0 9 5•-F61 t A7 CHECK AMOUNT 0 111. 00 PditME 0 BERNARD C;USTON CONST. CASH AMOUNT a LA. CIO f1i)DRE88 t PAYMENT DATE 0 01 /31 SUBDIVISION A PUF2W]GE OF PAYMENT AMOUNT Pf)11) PURPOSE OF PAYMENT AMOUNT PAID M 19 qU5 .--._.._._..,._ 15.. 5. 00 ._.._._,__.,_. .......__. I 64 4 c' BENCHV IEW T r )4-Q�-401 TC)(Al AMOUNT PAID CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone. 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr;Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plb op Out Elec. Rough-in FINAL: Post/Beam Mech. oan. Sewer Gas Line Bldg. Plbg. Underfloor Rain Drain ` ramin -Plumb. Alarm Water Line Insulation -%tech. Undertlr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:__ Time: AM PM Address: Builder. �< — �� z s _Permit #: 03 Of THE FOLLOWING CORRECTIONS ARE REQUIRED: LA Ole!AA -Q C)zs'� _ Inspector: ^APPROVED V6SAPPROVED _APPROVED SUB.IECT TO!.ROVE �^ ✓Call For Reinsp. TEL : Jan 24 95 13:45 No .00l P .01 1 v' TO:�i�m�wG, COMPANY: OAT Y /:)fri?I')r� FAX NUMBER: TELEPHONE NUMBER: FROM: 'TOTAL PAGES BEING SENT ( including this page) DATE: TIME: IF YOU DO NOT RECEIVE ALL OF THE ABOVE NUMBERED PAGES PLEASE CALL( 503) 252-2323 OUR FAX NUMBER IS: ( 503) 256-6761 COMMENTS: 1 u 10524 S.E.Stark •Pordand,Onrm 97216•(,303)252.2323•FAX MA 25&MI j TEL .tan 24 95 13 .45 No .001 P .02 4DE I � FA I•. D� -T(i C, t.� � V*&0cw-c- 1..)►u°k L uw z.T e-Uc,—&A) �v of fiber FA�2 C��1Jeu �� fn A l IQs �I V(�, rv►V �' X1'1 u�-T IUur,p N C L)ru re Is +AOUL. �"' w Qs��u c) ��=I unax q,un Co C" `TA f S �3 3�� 13' Cvl oe �3'��i �yoU►1� ti�� (bk_ q P2a6u , UT(jk.Q.- S rcx� -to f 1`f- rTN I S A"A V*&l;I e44p. 1 �ou 10524 S.E.Stark•Portland,Oregon 97216• (503)252-2323 •R4X(503)256-6761 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639.4171 Inspection: Footing /Susp. Ceiling Sprink. Rough-in �Appr/Sdwlk Foundation �' Plbg. Underslabech. Rough i� Fireplace j _t/Beam G i -iIbg. Top Out E_lec. Rough-in FINAL: st/Beam Meotj San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drainrimin Plumb. Alarm Water Line e_ sulazn, -Meth. Undertlr. Insul. Shear Wall Gyp. Bd. Elect. Date Requested: __� � l Time: AM PM Address: y/ _�, /` Builder: ) —per 3� Permit #: q V — C' ' THE FOLLOWING CORRECTIONS ARE REQUIRED: nC� 1 Ct Z ��-�/ I/1 .� Com__ �.. c Z�.-f � �..�-� —• 7t Lk._' Inspector: �'I,�; '1�— Data: i Z 4 `APPROVED __V6ISAPPROVED _APPROVED SUBJECT TO ABOVE �� Y/Call For Reinsp. CITY OF TIGARD Bl!:LUING INSPECTION NOTICE (t0 Inspeciion Line (Rec O Phone: 639-4175 Business Phone: 639-417, � Inspection: Footing 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 -Bldo Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: — Time: AM PM Address: ^ / Builder: 0__ Permit #:�1 — s THE FOLLOWING CORRECTIONS ARE REQUIRED: -1 2 Insp ,or Date: APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE r� ( ' /all For Reinsp. i CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6394171 ti Inspeclion Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough in Fireplace i Post/Beam Struct. Plbg. Top Out Elec. Rough-In FINAL: Post/Beam Mech. San. Sower Gas Line Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line �neulT al on_ -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Oate Requested:_ ( 1A ] I c! `, Timq: AM PM Address: � S.PiyII (fes Q �� Buikler: (2 7 ) Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: ��-,../1 ,.-,,-•� �-._._vim�i.��✓+ , �.�Q r t?. CIV N dT Inspector: ` Date: _ a _APPROVFD 1/E)ISAPPROVFD _APPROVED SUBJECT TO ABOVE ll ,all For Reinsp, l CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: F.39.4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk FOundiiico Plbg. Underslab Mach. Rough-in ��apla�);place Post/Berm Struct. Plbg. Top Out Elec. Rough-in FINIAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Meeh. UnderfIr. Insul. Shear Wall Gyp. Bd. V -Elect. Dale Requested: 4( ] j j Time: /1 AM _ PM Address: L. L j1Z1 I�`r t?c�� 7 z, Builder:_. Permit,0: THE FOLLOWING CORRECTIONS ARE REQUIRED: Insptx;to►: __APPROVED _DISAPPROVED ✓fCf-PROVED SUBJECT TO ABOVE `�� Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Insprxaion Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Insppraion: Fontinq Susp. Ceiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Lind , -Bldg. Plb(. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: ,, // �+A l Time: AM PM Address: [ 4 I I "T Builder:_ �{ _c,— Permit N THE FOLLOWING CORRECTIONS ARE REQUIRED: Date: 1-6PROVED _DISAPPROVED —APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Clfeo^WRough-in `—Fireplace Post/Beam Struct. Plbq. Top Out Elec. Rough-in FINAL: `st/Beam Mec if if San. Seweras 1.� -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulaticn -Mach. Underflr. Insul, Shear Wall Gyp. Bd. -Elect. Date Requested:__ ( ( � /l �'�T'ime; AM PM Address: I 1 yil�(�CLL'' -� 1 '_ c Builder: -s 4 .- zi— Permit #: (G 6)-3 01 THE FOLLOWING CORRECTIONS ARE REQUIRED: 0 tk �`�- �� ✓l ti,�,i. _fir- 1 c-e �-e up c Inspector:_ �'�—(��/L Date:�l Z _APPROVED �UISAPPROVED _APPROVED SUBJECT TO ABOVE IC �'CA-c all For Reinsp, --•�vin--*�,�, c`�—p �1 -�--t� C ti� J � c�-�2, INSPECTION NOTICE ((`/ Citi of. Tigard Bulldii.g Departaaet \�V 13125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Lino (Roe-0-Phon*)t 639-4175 Buainea• Phonal 639-4171 C n spect ion: � �./✓1 Z\�,� Tooting Plbq. Underaiab Mech. Aough- Appr/Sdwlk Found. Plbq. Top Out Cam Line FINALc Post/Boas Struct. San. Bower TraeflTl� -Bldg. Post/Swann Mach. Rain Drain Insulation _ply. Plbq. Underfloor Nater Line / Gyp. Rd. _Hoch. Date Requeseed: 1 Timet ----pH Addreast Q �(Q' � Permit f r Builder:_L Lc- - -7 4-3 c-A.", TBR FOLLOWING OORUCTIONS ARE REQUIRED: "15 It A SOA 212� Inspector: \`--=V V V C. -- Date: __ _APPROVED _/ISAPPROVRD �4 APPROVED SUBJECT TO ASOVE ` Call For Relnsp. 1 �Citlr of Tigard Building Department ♦k\\ 13125 Bid Ball Blvd. Tigard. Oregon 97223 InspectioJn�Le[�nsn (Parc-O-Phonalt 6,399--X4\175 Business Ph ns+ 639-4171 InepeotionrV r c , V �/�.� tooting �r Plbg. underelab Mach. Rough-in Appr/Bdwlk Pound. Plbg. Top Out Gas Line FINAL+ Post/Beam etruct. Ban. Bawer Framing -Bldg. Poet/Beam Mach, Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line gyp. Rd. -Hoch. Dater Requested+_ -- -_--s -- Time+ AM _ _PM Permit Q(+ , A Builderr--� -- __- - -^ THE FOLLOIIING ODRRECTIONB ARE�REQUIRED: V �t _ ? Z- ZA Inspoctorr A�PPR�O�VED� ^y 4AAPPROVED _ APPR'YJRn Hl1n.IRCT TO ABOVE "� r✓� " C.�11 For Rwlnep. Ill�.P3.4�.do_N� IOE City of Tiger" Building Departasnt 13125 B11 Ball Blvd. Tigard, Oregon 97273 Inspection Line (Roc-U-Phons)t 639-4175 Business Phones 639-4171 1 nnpect ion:_ _ ,_— Footing Mg. Rndocolab Mach. Rough-in Appr/8dwlk Pound. t bq. TOD OYt Gas Lina PINALt Post/Roam Atruct. Han. 8 Framing -Bldg. Post/Roam Mach. Pain Drain Insulation -Plumb. Plbq. Underfloor Nater Lina Gyp. Rd. -Hoch. Date Requested �' Tlaa s 111 PM '' II ff_11 {7 Address-_l__ __1� IV1C LU 1I'(-y (f'Lt i PO=Lt 1, (V!' fIY - 030 THE FOLLOWING ODRRECTIONs ARE RRQUIRRD1 Inapect i td�yC�-=- APPROVED _ DIBAPPROVED - APPROVED SUILIECT TO ABOVE Call For Reinep. DEPARTMENT OF LAND USE 6 TRANSPORTATION WASHINGTON LAND 5ION 5 NORTH FIRST,DEVELOPM� LSBORO,OR 9NT SERVICES S 24 COUNTY, INSPECTION REQUESTS: 603/840-3381/893-4415 OREGON XXXXXXXXX--> 640-3470 Page 1 of 1 Date 01/09/95 Ti me : 11 t 14 Permit 'Type Residential Electrical P-imit Permit # 05062577 Permit Status : APPROVED Applied 01/09/95 Situs Address 14114 :,W 8ENC:HVIEW 'T1 Issued s 01/09/95 Permit Title SFR -• NEW HOME SERVICE Completed Permit Descr . To Expire 07/08/95 Project 'Title SFR - NEW HUMS SERVICE Project 8 : P0046673 Project Descr, t * EROSION Parcel Number 251TI - Larld Use District Valuation U Legal Uescr. Owner : INSPECTION - TIGARD Construction O'TH Applicant Name t HARVEY RUSE: ELECTRIC SVC Classification : 9UU AE:rplicant Addr. : PU BOX 128 Occupancy : R3 NORTH PLAINS OR 97133 Validated by I MJr Applicant Phone: 648-8254 Inspector Area Fee description Units Fee/Unit Ext fee Data :square Footage [ Enter Sq. Ft , ] 4000 260. 00 lziubtotal. Electrical Fees: 260 . 00 State Surcharge of 5% 13, UJ Total Electrical Fees: 273 , 00 *** Nees Required *** *** Fees Collected & Credits ** Method Check # Receipt No . Date Payment CIC 1114 01/09/95 273 . 00 TU'.I'AL THIS DA'Z'E *****rt*rv* 273 , 00 Fees : 2.73 , UU Adjustments ! . 00 'fatal Credits : . 00 Total Fees : 273 , 00 'Total Payments : 273 . 00 Balance Due : U0 NOTICE: This permit becomes null and void If the work or construction for which It Is Issued Is not commenced within 180 days. Once construction has started, the permit becomes null and void If construction Is Interrupted for a period of 180 days. 1 certify that the Information presented by th*applicant and his agent or agents In support of this permit Is true and correct to the best of our knowledge. I acknowledge that the Nulldlnq Department's reliance upon false end mhalesding Information may Inval!date this permit. All provisions of applicable Iowa and ordinances governing fire construction and use of this building or structure will be compiled with whethor or not specified on the plane or noted on the plana correction sheets. I acknowledge that the grantlnq of a permit does not grant outhc.*Ity to access private properly or in ries easements. 1 further acknowledge that the use or occupancy of the structure or building permitted depends upon my calling for Inspections at various times during the process of construction and the building Inspection staff verifying compliance with the various cods*. Use or occupancy of the building or structure permitted prior to rpproval by the Building Department Is motel••at the•Isk of the applicant and such use or occupRncy Is revocable until all Inspection requirements ere satisfied and approval Is given by tha Building Official. I further acknowledge that a Ilan may be placed on the title of the property upon which the permit Is Imsued specifying that the use or occupancy of the building or structure Is provisional find revocable until the satisfaction of all Inspection r7sulroments. 7 A W Department iTON COUNTY ELECTRICAL PERMIT Department of Lend Use b Transportation ar 15540 North First vanion Section APPLICATION 155 North First Avenue,:1350-12 Hillsboro, Oregon 97124 Information: (503)640-3470 Fax: (503) 693-4412 Permit a ASE PRINT Number — 7Date 19—qJr Please completesections, • • 4. Complete Fee Schedule below Number of Inspections per permit allowed 1. Location of Installation � ----- - - - Address `1 iff Akiguy ' Service Included: Items Cost(ea.) Sum Bulldln A. Residential-per unit Cityr Suite No. // / �� _ - 1000 sq.ft.or less L� $110.00 - 4 Tenant N me Each additional 500 sq.ft (if commercial) or portion thereof 6 $25.00 Umited Energy $2540 1 Map No. __ Tax Lot — Each Manuf'd Flome or Modular Dwelling Service or Feeder —.._ $88.00 2 Thomas Map Book: Page' .._____ Section: ._-. Directions_ ._._______.___ _ -- B. Services or Feeders ---------- -- --- Installation,alterations or relocation Commercial[j Residential 201 amps or 400eos —.-- $80.00 —.. 2 201 amps to 400 amps $80,00 2 401 amps to 600 amps ____, $120,00 2 2a. Contractor i italiati n o l y. 601 amps to 1000 amps -- $160.00 2 7 Over 1000 amps or volts __ $340.00 2 Electrical Contr ctoi t� Reconnect only —._ $5040 _ 2 Address City�tf----- — State ZIPS__ C. Temporary.Services or Feeders Date. Job Num er Installation,alteration or relocation Property Owner r �e t..sr � _. 200 amps or lees $50.00 2 Contractor's License No. fig c— 201 amps to 430 amps $75.00 2 Contractor's Board Reg. No. -— 401 amps to 600 amps _ $100.00 __ 2 Over 600 amps to 1000 volts see'13'above Signature of Su r. El c'n ,�. D. Branch Circuits License No, Phonl?N New,alteration or extension per panel a) The fee for branch circuits with 2b. For owner installations: purchase of service or feeder lee. Each branch circuit $5.00 2 b) The fee for branch circuits without Print Owner's ems one o, purchase of service or feeder fee, Ac1drese First branch circuit __ $35.00 2 Each add'nl branch circuit_ $5.00 2 ,CTF--- --3tste E. Miscellaneous (Service or Feeder not Included) Each pump or Irrigation circle $40.00 _ 2 The installation is being made on property I own Each sign or outline fighting �_ $40.00 2 which is not intended for sale, lease or rent. Signal circult(s)or a limited enerpi panel,alteration Owner's Signature _,—�__�_ or extension $40.00 __ 2 F. Each addifional inspection over the allowable --�-- in any of the above 3. Plan Review section (if required) Per Inspection $35.00 Per hour $55.00 Please check appropriate hem and enter fee In section 58. In Plant $55.00 _4 nr more residential units in one structure _Servic:+and feeder, 800 amps or more 5. Fees —System over 600 volts nominal A. Enter total of above fees $ _Classified area or structure containing special 5% Surcharge (.05 X total fees) $ / 3, 0 v occupancy as described In N.E.C. Chapter 5 Subtotal $ 2 -) 3 ,6)0 B. Enter 25% of line A for Submit 2 sets of plans with application where any of the Plan Review if required (Section 3) $ above apply. Not required for temporary construction Subtotal $ services. ❑ Trust Account $ _ Balance Due For Inspections call fhb permh Moan*@ null and void M the worts authorlraf uy 0-„.rmu to r r.,mc,.n,-.r 640-3561 or 693-4415 within 1180 day*hon dote of l*euanoe of au,h perm”m H me wnrh e,dhr.,t,ed •upended a abendened el any 1lW4 es*t wntk Is commenced for a period of ISM daye. 24-hour recorder, one working day In advance of need FladMwif+arm are mm-ahvideWs-d non transferable L_ 8194 DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 COUNTY, 155 NORTH FIRST, HILLSBORO, OR 97124 PHONE: 5031640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693.4415 Permit # : 05062577 Project V P0046673 Stat.u�-: APPROVED Paye 1 of 1 Applied 01/09/95 Issued 01/09/95 Expires 07/08/95 01/10/95 05 31 RESELEC Permit Title EGFR - NEW HOME SERVICE on Description Begun 01/09/95 Jot) Address 14114 SW BENCHV I E_W � Owner Name INS D a - TIGARD Regir,t1 D Applicant Name HARVEY ROSE ELECTRIC SVC Phone number 648-8254 Valuation t) Apprcve�9.___ Inspector Comments : Re.)ecte3.....-_--._ h S U L T S REQUEST MOP ! Plumbing Mechanical : Electrical : Structrual - General Inspected by ._. '` Date Z!Z _ Inspection Requested : Cover & Sarvi 0403 E AP DN IVR _ � R1 MJF DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON LAND DEVELOPMENT SERVICES DIVISION #350-12 COUNTY, 155 NORTH FIRST, HILLSBORO, OR 97124 PHONE: 503/640-3470 OREGON INSPECTION REQUESTS (24 hours): 503/640-3561 or 693-4415 Permit ';Ubl', 7 Pro -ct # P00466'13 Status APPRUVEi> Applied 01/09/95 Issued 01 /09/95 Expires 07/08/95 01/11/95 07 : x8 RESELEC Permit Title SFR - NEW HOME SERVICE OTH Description Begun : 01/09/95 Job Address -14114 SW &E CHVIEW TI Owner Name INSPECTION - TIGARD r Region 1) Applicant. Name HARVEY ROSE ELECTRIC SVC Phone numbr-r 648 -8254 Valuation 0 Approved_ (/r Inspector t~;;mmant!. Rejected... — _ VR-RESLIL,T S - -%' REQUEST ERROR I Plumbing Mechanical : Electrical : Struc.trual Goneral _ 1 n5-pected hy.._._._.___ �.. Date Inspection Requested . t;over & 5prvice 0403 E AP DN I1IR u 17 01/ 10/'Jr" R1 MJF t. City or Tigard Building Departtaent 13125 BO Nall. Blvd. Tigard, Oregon 97223 Inspection Line (Rec-U-Phone)t 639- 175 Businau■ Phones 9-4171 ' J tQ Inspectiont_ /l i /� _L`s Footing Plbg. Underslab Mach. Rough-)n Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALt Post/Ream Struct. San. Sewer Framing -Bldg. Pont/Ream Hach. Rein Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Rd. -Mach. Date Requestedt_ I I I `� _Timet AM PM Address: nl / -�� / /L._ Permit —2 Q 3 Builders THE FOIJAMINO OORRECTIONS ARE REQUTRRDt I I w :nspectort �"—"--- Dates ` APPROVED DISAPPROVED APPROVED SUBJECT To MOVE �l Call For Reinep. IHSPECTIOY yT_I( �- city or Tigard Building Depaartwont 13125 Bl/ Ball Blvd. Tigard, Oregon 9%223 I1epection Line (Rec-O-Phone)s 639-4175 Business Phones 639-41.71 Inspection: Footing Plbq, Underelab Hoch. Raugh-in Appr/Sdwlk Pound. Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Ply. Plbq. Under!-lo�or Nater Line Gyp. Bd. -Hoch. Date Requested: /C // G Times AM _[ PM j 1017 Addreoss _ •-� j� - = Permit 0, 3C> Builders ^_3 `�y TBE FOLUMING CORRECTIONS ARIL REQUIRED: Inspector Date: _.-"�APPROVEn _i nISAPPROVED --- APPROVED SUPJELT To ABOVE _Call Pox- Relr.Rp. r---e-non City of Tigard Building Depart,/13125 SW Ball Blvd. Tigard, Oregon 97223 r �L,in�e�(Rec-O-Phone): 639-4175 Sueines.; Phones 639-4171 Inepaction:__i1�cl -1 -,-,��- c �� Footing Plbg. Undernlab Hoch. Rough-in Appr/Sdwlk Found. Top Out Ger Line FINAL: st/Bev-mstruct an. Sewer Framing -.Bldg. st/Been Mach Rain Drain Insulation _plumb. Plbg. Under loor Fater Line �C G Gyp. Bd. -Hoch. Date Requantod: lJ�/ Time: AM _ PH Addreaa: �y'�� /IE-ttJ Permit f: Builder:_ TNR FOLLOWING CORRECTIONS ARE REQUIRED: ov✓� —�-c:� —� _� � —� �—� __� —civ✓ -��.,�! �,.•� __�C.ar�.e saw. ��__ Inspector ' � Date►e�Q -'APPROVlD _ DISAPPROVED -_ APPROVED SUBJECT TO AAOVE For RAlnnp. FYI_CT ON MNI City or Tigard Building Department 1.3126 M Hall blvd. Tigard, Oregon 97223 Inspection Lina (Roc-O-Phone)t 639-4175 Busireis Phones 639-4171 Inspections__ Footing Plbg. Undorslab Koch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALt Post/Ream Struct. San. Sewer framing -Bldg. Post/Roam Mach. Rain Drain Insulation -Plumb. Plbg. Undorrloor Nater Line Gyp. Bd. -Koch. Date ReWastodt _ +— Times —AM —_PM Addresss___� _ _ Permit Ruildors— TNS FOLLOWING UDRRSCrIONS ARE RRQUIw(EDt r . Inspectors_ Datos APPRIVSD DI9APPAnVRf) APPRovim 9lJRJEr'T IN) AR(1VR. �, - I Call Por Rnlnefi. IH@]'&i'TION NOTIC¢ � City of Tigard Building Department 13125 B11 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phones 639-4171 Inspections _ Footing --_Plbg_Undorslab Neth. Rough-in Appr/Sdwlk ' Found. Plbg. Top Out Gas Line FINALI Poet/t+flrm Struct. Gan. Bawer Framing -Bldg. Poet/Beam Ksch• In De'aLn `> Inaulatlon -Plumb. iPlbq. Underfloor Mater pvn, Bd. -Neah. Date Requestad s /D ' l 7 Lssw!� _ G/ AM Z�PM 1►dAreass Permit #i / �- L 3 G I Builders1. THE FOLLOWING OORRECtIONS ARIL RSMIREDs i Inspector APPROVED DISAPPROVED APPROVED SU"CT TO ABOVE __`Call For Reinsp. i �� -- city or Tigard Building Departrmet 13125 911 hall Blvd. Tigard, Oragon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Phone: 639-4171 Inrpectionr Footing Plbq. Underelab Mach. Rough-in A r Bdwlk r./—Pound---) -�� Plbg. Top out Gas Line FINALI Poet/Beam Strutt, San. Sower Framing --Bld . 9 Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underrloor Nater Line aYP• Bd. -Meeh. Date Requestedr— Addrera tl- J_._ 5r o. Q Permit I1Ruildert ��='�3 � THE MLLot/ING CORRECTIONS ARE REQUIRF.n; -- I inspecto r __ /4' / APPROVED ni3APPROVRD APPROVEn SUR•7FVT TO ABOVF -._ Val) Pair Rn{nnp. ( k7 777 3 ati USA INSPECfIAN NUTJ�x City of Tigard Building Departaent 13125 Bw Ball Blvd. Tigard, Oregon 97223 Ianpeetion Line (Roc-O-Phone)c 639-4175 Business Phone: 639-4171 InspBotiont _FO011p� Plbg. Underelab Mach. Rough-in A Appr/Sdwlk Fouad. Plbg. Top Out Gas Lino FINAL: Poet/Beam Struct. San. Sower Praming -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. underfloor Mater Lino* / Gyp. Bd. -Mach. Date Requested: U ( �/ Timet _Am _PM Address: Iti 'Ill1>'A1) _��If Permit Builder:_-- 6�7� THE FOLLOWING CORRECTIONS ARE REQUIRM ALA Inspecto _ DataI r __APPROVED DISAPPROVED _ APPROVRD BUwwCT To ABOVE -- -Call For Rainep. PERMIT C11Y GF TIGARD PERMBI TN#. . . . . . . : MST94--0::o i COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/16/94 13125 SW Hall Blvd.T!gard,Oregon 07223.8100 (503)630-4171 PARCEL: 28109BA-HS021 SITE ADDRESS. . . : 14114 SW BENCHVIEW TERR SUBDIVISION. . . . : HILLSHIRE SUMMIT ZONING: R-7 PD BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . e021 _.------- ---.____.. -------------------------------------------- CLASS OF WORK. . ^NEW GARBAGE DISPOSALS. . : 1 TYPE OF USE. . . . :SF WASHING MACH. . . . . . . :2 BACKFLOW PREVNTRS. . a 1 OCCUPANCY GRP. . :R3 FLUOR DRAINS. . . . . . . :0 TRAPS. . . . . . . . . . . . . . :0 STORIES. . . . . . . . :2 WATER HEATERS. . . . . . : 1 CATCH BASINS. . . . . . . :0 F I X TURE.a--- -- ------- LAUNDRY T RAYS. . . . . . :2 SF RP I N DRAINS. . . . . : 1 SINKS. . . . . . . . . . 13 GREASE TRAPS. . . . . . . :0 LAVATORIES. . . . . e6 OTHER FIXTURES. . . . . :0 IUB/SHUWERS. . . . I SEWER LINE (ft ) . . . . :0 WATER CLOSETS. . :4 WATER LINE (ft ) . . . . : 100 DISHWASHERS. . . . : 1 RAIN DRAIN (ft) . . . . 40 Remarks : PATH I DRIVE WAY MUST BE AT LEAST 3FT FROM PROPERTY LINE WITH 3FT REIT OWNERa - ____._.__.___.__________._._._ _.______....___...__....----..__-.FEES- - ANNE SORENSEN TIF $ 1520. 00 KS 08/16/94 12155 SW WINDWOOD BF'RT $ 818. 00 KS 08/16/94 - BPL..0 1 531. 70 SW 06/1e3/94 94-25345,:.-" 1 IGARD OR 97224 B5PC $ 40. 90 KS 08/16/94 -- Phone #a 639-5935 SSDC $ e80. 00 KS 08/16/94 - PARK. r' 500. 00 KS 08/16/94 - F'I,tmbing Contractors------------------- MPRT f 55. 50 KS 08/16/94 - MPLC $ 13. 98 KS 08/16/94 - Name :.� g A ��l�Yl��1 M5F)C f 2. 79 KS 08/16/94 - Addre s s :_LY21 -SQL_ Steyr ,l d _ PPRT 222. 50 KS 08/16/94 - ("i t y:_,S�7Frr�(�'�.(�� __._.St at e I aOC P5PC $ 1 1. 13 KS 08/16/94 - T_ipa 1. _ _Phone#e._�G _�� EROS $ 88. 00 KS 08/16/94 - Reg #: �_Qg _ _ ,__ Additional fees not shown here. . . . . . . . ------- REQUIRED INSPECTIONS _ his permit is issued subject to the reg-- -.lati.ons contained in the TigArd Municipal Foot/found Insp Rain drain Insp C'oiiet State of Ore. 5pec.,i;.,lty Codes and all Post/Beam Struct Water Line Insp ether applicable_ laws. All work will be done Post /Beam Mecham Appr/Sdwlk Insp in accordance with approved plans. This Plm/i.1nds.l.ab Insp Mechanical Final nerm.it will expire if work is not started PLM/Underfloor Plumb Final ''11thin 180 days of issuance, or if work is Mechanical Insp Building Final 111"pended for more than 180 days. Plumb Top Out Erosion Control Framing Insp Crawl Drain Fireplace Insp Cas Line Insp Insulat: ion Insp !.c__�_ �� Gyp Board Insp Iikt horized Plumt�ir,g Contractor Signature Call for inspection - 639--4175 t.:ontractor Notese CITY OF TIGARD MASTER PE:RMI'f COMMUNITY DEVELOPMENT D��3 T PERMIT #. . . . . . . s (4ST94-0301 13125 SW Hall Blvd.Tipnd,Oregon 97223•x/99 �5D3) DATE I SUED 6 08/16/94 PARCEL s 28109BA--HS021 SITE ADDRESS. . . : 14114 SW BENCHVIEW TERR SUBDIVISION. . . . : HILLSHIRE SUMMIT ZONING: R-7 PD BL.00K. . . . . . . . . . : LOT. . . . . . . . . . . . . a021 --------------------------------- BUILDING -._____---------- ._-_.._-_____..___--. REISSUES DWELLING UNITS: 1 BASEMENT. . . . . . . . sO sf CLASS OF WORK. eNEW BEDRMSo4 BATHS:4 GARAGE. . . . . . . . . . 1964 sf TYPE of USE. . . :SF FLOOR AREAS------------ REQUIRED SETBACKS------------ TYPE ETBACKS-----_- -_TYPE OF CONST. :5N FIRST. . . . s 3600 s f LEFT. . a 15 ft R IGHT. e 5 ft OCCUPANCY GRP. :R3 SECOND. . . : 1543 sf FRONT. s20 ,It REAR. . s15 ft STORIES. . . . . . . e2 F I NBSMENT S 0 s f HEIGHT. . . . . . . . s 30 ft TOTAL--------•a 5143 s f SMOKE DETECTORS. e Y FLOOR LOAD. . . . :40 psf VALUE. . . . . is 253930 PARKING SPQCES. . ol Remarkse PATH I DRIVE WAY MUST BE AT LEAST 3FT FROM PROPE=RTY LINE WITH 3F'T RE'r PLUMBING SINKS. . . . . . . . . . e3 FLOOR DRAINS. . . . :0 BACKFLOW PREVNTRS. . e1 LAVATOPrES. . . . . e6 WATER HEATERS. . . sl TRAPS. . . . . . . . . . . . . . s0 TUB/SHOWERS. . . . :4 LAUNDRY TRAYS. . . e2 CATCH BASINS. . . . . . e0 WATER CLOSETS. . e 4 SEWER LINE (ft ) . s 0 GREASE TRAPS. . . . . . . 10 DISHWASHERS. . . . e1 WATER LINE (ft ) . : 100 OTHER FIXTLIRES. . . . . s0 GARBAGE DISP. . . S1 RAIN DRAIN (ft) . e0 WASHING MACH. . . e2 SF RAIN DRAING— e l MECHANICAL - _____._.-________.._______._.___--_._--- FEES _____-___---_-_ FUEL TYPES-------------- UNIT HTRS. . :O type amount by date recpt /GAS/ / / VENTS . . . . . :0 TIF $ 1520. 00 KS Oa/16/94 - MAX INPUT:@ STU VENT FANS. . :6 BPRT f 818. 00 KS 08/16/94 - FURN ( 100K . . s0 HOODS. . . . . . s 1 BPLC f 531. 70 SW 06/13/94 94-P53453 FURN )-100K . . t1 WOODSTOVES. e0 B5PC $ 40. 90 KS 08/16/94 - FLUOR FURN. . . . e0 CLO DRYERS. : 2 SSDC f 280. 00 KS 08/16/94 - BOIL/CMP ( 3HPs0 OTHER UNITS: 1 PARK f 500. 00 KS 08/16/94 - % GAS OUTLETSsl MPRT $ 55. 50 KS 08/16/94 Owners -_- _______________-_.___________._--MPL.0 f. 13. 80 KS 08/16/94 - ANNE SORENSEN M5PC f 2. 78 KS 08/16/94 12135 SW WINDWOOD PPRT $ 222. 50 KS 08/16/94 - P5PC t 11. 13 KS 08/16/94 - TIGARb OR 97224 EPOS $ 88. 00 KS 08/16/94 Phone #s 639-5935 FRPC f 28. 60 KS 08/16/94 - Contractors —--------- ---------------------ERPC f 28. 60 KS 08/16/94 - BERNARD CUSTOM BERNARD CUSTOM Rr 3 BOX 440 HILLSBORO OR 97123-0000 Phone #e 503-647-2358 Req #. . : 31517 ----------------------------------------- $ 4141. 59 TOTAL This perait is issued subject to the rolulations contained in the ------- REQUIRED INSPECTIONS ---- - TigaM Eiunicipal Code, State of Eke. lipEv.11umb allother of/found Insp Fireplace Insp applicable laws. All Mork Mill be aneppr d P st/Beam Struct Gas Line Insp plans. This pereit will eepir� if wr ost/Beam Meehan Insulation Insp days of issuance, or if Mork -T-i a s. Im/undelab Insp Gyp Board Insp PLM/Underfloov Rain drain Insp Permittee 131tuvIp • 11echanical. Insp Water Line Insp 11umb Top Out Appr/Sdwlk Insp I s s sa e d B Framing Insp Mechanical Final 1 Call for inspection ._ 639-4175 CITY OF TIGARD `'EWER CONNECTION PERMIT COMMUNITY DEVELOPMENT OVA TM N,T PERMIT M. . . . . . . t SWR94-0275 13126 SW Hall Blvd,Tigard,Oregon 1?7223*1+1 ''(80 )��D 4+71 DATE I SSUED t 08/16/94 PARCELt 2S109BA—HSOi'1 SITE ADDRESS. . . t 14114 SW BENCHVIEW TERR SUBDIVISION. . . . s HILLSHIRE SUMMIT ZONINGt R-7 PD BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . :021 ------------------------------------------------------------------------------------- TENANT NAME. . . . . t USA NO. . . . . . . . . . s FIXTURE UNITS. . . I CLASS OF WORE;. . . :NEW DWELLING UN I TS. . e 1 TYPE OF USE. . . . . :SF NO. OF BUILDINGS: 1 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE. . : esfi Remarks : PATH I DRIVE WAY MUST BE AT LEAST 3FT FROM PROPERTY LINE WITH ;-.rT RETURNS WITH A 14-FT MAX DRIVE WAY ENTERANCE Owners --------------------------------------------------- FEES ----_--_--_----- ANNE SORENSEN type amount by date ret-pt.. 12155 SW WINDWOOD PRMT t 2200. 00 KS 06/16/94 — INSP $ 35. 00 KS 08/16/94 — TIGARD OR 9724 Phone RFs 639--5935 Contractors _____________________________ CONTRACTOR NOT ON FILE Phone Nt $ 2235. 00 TOTAL Reg #. . I ------- REQUIRED INSPECTIONS — _----�— This Applicant agrees to comply pith all the rules and regulations Sewer Inspection _ of the unified Sewage Agency. The permit expires 198 days from _ the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from _ the distance given. If not o loce�ted "-lltslaller shall pu _ ase _ a "Tap and Side Sewer" permnstall a ateral. Permittee Si.gnr4tltr i s'_I e d fly Call for inspection 639-4175 4 STATE OF OREGON Registered as: No. [ 31517 [ GEN CONTRIALL STRUCTURES ( E X EMPT [ CORPORATION Expires( 02/17/95 n ( BERNARD CUST014 CONSTRUCTION [ SUNRISE VENTURES INC [ 26860 NY DORLAND RD [ HILLSBORO OR 97124-0000 LI I Y OF TI(JARD REGF.JPT OF PAYMENT Hh't-+-11''1 NU. P94-25,51644 CHECK AMLAJN I b 12b. 5 1) BEF.RNARD CUSTOM GALill AMOUN t s lb. 016 ODHEBS s 016860 NW DORLAND RD PHYMkNI DAIC, s 08/16/94 ,iL)IAL)IV IS It IN HILLSBORO, OREWIN 97124- PURPOSE: 7124- PURPOSE OF PAYMF-Nl AMOUNT PAID PURPOBF OF FLAY Mi.-W AMLIUNl t-'IA I L) BUILDING PERM MS194-0301 a Ia. 0111 PLUMBINO PERM W P22. be MEC*HANIGAL PE 585. onill ST. BUILD PER 54. 81 PLAN CHECK FE 295. 15A SEWER USA 8WR94--0275 Ripof& vie 1,+.'Wr-.:R INSPECT 315. 00 PARKS FIDC 500. 00 STORM DRAIN SDC 280. 00 RFHjDE.NTIAL IRAFFAU' FEES 1410. 00 M119H TRANSIT 'riF, FEES 110. 00 F*ROBION CONTROL PERMITFEE 138. 00 LRUSION CnNTRCII-. PLAN CK 2,a. E:0 V ROB I ON I-ON I R01. ps. b(A 1 ,ill,4 9W BENCHVIEW 1111191-11RE' YJMMIT 1-CIT 01 Il)IAL AMOONT PAID 6126. '39 JOHN W. PARKIN ooxevu WO CrVM Arra NMUCToRAL Arai RIIR 1824 BROADWAY,SUrrH B VANOOUVEX WA 9806b (20%894-8378 Ms. Anne Sorenson 12155 SN Vindwood Tigard. OR 97224 July S. 1994 Re, Sorenson Residence, 14114 SN Benchview Terrace City of Tigard letter 6/27/94 I have discussed the items in this letter with Barclay Home Designs. The drawings have been corrected/amended as follows, I. I have reviewed the plans for consistency with tha calculations, a) Hold-downs a►re now correct b) Section 3/6 has been modified. and additional details of shear connections have been added. c) The floor Joist system runs opposite to what was assumed when the diaphragm ties were sketched. The solution shown on the drawings is acceptable. 2. Line G footing shown in the sections. 3. Detail of Prame F1 connection to tooting has been added. Calculations for the footing are on sheet 322.3-23 enclosed. 4. Calculations for tie- down udder Frame F2 ar 3223-24 enclosed. a on sheet 5. This door will possibly be 10 feet high. A steel frame has been added to replace the shear wall detail: See 3223- 25. 26 enclosed. Very truly yours. a0) P R 0 FF9Si Zr hnParkin t� p 3319-01 �g O%NC + CIREGON q0N hey W. P r . a W , 1;'o t4reJSO-J ael LOc1.1 t•C 3 Lt? a � ta.aea na�ooN m� `4h r so. ,pQ.�" 7r619� N yy. P 23 J 3 tii-3 -?.� JOHN W. PARKIN mN/UL TOM OWL AND WMUUTDRAL RNOT"En 10 JOHN W. PARKIN • Lti�3 - . aornmT"M oivrz AND eneovrvRnt Z3 1924 BROADWAY, SUITE B VANCOUVER, WA 98663 (206) 694-8378 v- Fbo fi,-JQS P"-trAt- P�,L4-v--t F—I o.J t.t-fX Q fro � I �g 2 p E 1 t 300 Q -r t d .r_e1 ' 13fio 1333 reap r7 a c' 14—, � Ir l i I 1 k- Pi T 1 I.F 4 4 P4 . b --t- Sit -x t z 3o60 + 3b1y F�v�►�y �,z� 3 6 i° t 4 S f 1,IP y � �rbo ._ 1f f u u , � C PL'1t � /4 I I• �3 ,, ',-ov ' JOHN W. PARKIN 14 1924 BROADWAY, SUITE .I VANCOUVER, WA 986( J (206) 694-83' 8 �,�.Jti.• ?L-.3 (� tknryt 1/4 to 140 r 9 � 1 L T- D-, s 1.7b4 f 4 Vf'5 44-4•tt,PA o%.l bA e' s roo 'La C ,J S N-1-1; 0+444-u-1"1 6 t'f-w L t I�7 Jo a• to -S 117300 •� I 7� - (37oa 11. 0 'bL♦ � K JOHN IV. PARKIN J C MOMI oCMILAnaerxacmrnA►•>�ow'ut 1924 BROADWAY, SUITB B VANCOUVER, WA 98663 (206) 694-8378 -(1�-+.,5 F-It An�E .�,�-y bs' ro ffty.M - �Jrs.t my r �e►�.r�`9 vJr'ri w t•sr . (94it ! rr rrvt.r}v"R i ;- � 0 • �� 4 I 7 ' JOHN W. PARKIN 3 2L'3 ti� 0OW®ULITNO CML ACID e'rnuc EOf"vveaugum 1924 BROADWAY, SUITE B VANCOUVER, WA 98663 (206) 694-8378 $ -rep.rt. (Jr#JD reA.ims F3 01 _ a U A 3 Z'=C7_. T 1 rho LI t 31 0 311b X13 6 P�3e, o" {�>At.F PR A,�ns S��n�1rl nab s 1 s,ors Q t I THE FOLLOWING DOCUMENT IS OF POOR ORIGINAL QUALITY r _ 1 �+�.�. a �� r.rr.r .��1� `•rrr f fi �. �,w� � �r+�Ir.yl}1, �,��► / rI .� �� '�� , �jT+�1,'rJ �rt/� Its t ' /�y �• J F' � Y.' ',�Yt,r rsl,r i 1 1 '/r 1 �,�y( +1 , r 1 1 w• •. 1"t i gip( t,' t { TI. •+ M1," �f, e4'� ,tIY My qt .�+� ♦ � x�� f r i. t11 l .�1 •'N .i' �, .�t+ t 1 -.l, • , �•1.`{!. q1 �;1]�y�t.�.••y�R .�yy;� � � �,y�/' ,� �� 'Its`J ',Y Y �1'� ��" Ns I'��f ' • i �~� •� . '1' ,+ i• '�Y� 1 I�IT�a� F S,Iu '.•+�11� {{"1Y!,1�. 1 ,� !}}v 14�. •5 .�� r�' ,.. `1 �f�!., / Y: 'li I�T t�1i � „ y'�1� .�y(• � .�Si.1..F ,4'�1'� '�, �Y, ��~� jx� �f��f� �t�}'. �' �;`' T ��: •1 r .„, uk`c t� .v f •. ,y &.c- tt1� ;;r� , fp7. t. + 'r• f 1��1 y,�. .; Y.. ,�, 1 .'�'f 7i•�'AW�L 1�•�I 7 ��••1 �r'Lv`. 1; rN�1i'��1iA rl. �1 1 �� J, l�• t: r y n, ,. .+, j-'i. G y. •l ', r • r - "•t_ :1 ii A 4 •FI i. 'A M ' •f� Y M' 1 06-27-94 ANNE SORENSON 12155 SW WINDWOOD TIGARD, OR. 97224 RE: 14114 SW BENCHVIEW TERRACE IN REVIEWING YOUR B?TILDING PLAN WE FIND THAT WE STILL NEED THESE ITEMS TO COMPLETE OUR PLAN CHECK. 1; ENGINEER. TO REVIEW PLANS TO ENSURE THAT ALL ITEMS CALLED FOR IN CALCULATIONS ARE ON PLANS, APPARENTS DISCREPANCIES ARE: a) NOT ALL HOLD DOWNS CALLED ON SHEET 3223-9 ARE REFLECTED ON SHEET 5/9 . b) SECTION E/6 DOES NOT SHOW FOOTING ON LINE ' G' AND ENGINEER' S NOTE # 1 SHOULD BE VERIFIED FOR WALLS AT LINES ' D' AND 'G' . SECTION APPEARS INCORRECT, ESPECIALLY AT LINE `G' . NEED TO DETAIL SHEAR TRANSFER. HERE. c) UPPER FLOOR DIAPHRAGM TIES ON SHEET 7/9 NOT SHOWN EXACTLY PER SHEET 3223-12 . 2) PROVIDE WALL IN CRAWL SPACE AND FOOTING AT LINE 'G' . CORRECT SECTIONS TO REFLECTED THIS . 3) PROVIDE DETAIL OF FRAME Fl-8 CORRECTION T^ FOOTING. PROVIDE CALCULATIONS AND SPECS FOR FOOTING. 4) PROVIDE CALCULATIONS TO JUSTIFY TIE-DOWN DETAIL FOR FRAME WOOD I'2 WHEN COLUMN IS IN COMPRESSION. CKECK FOOD FOR CRUSHING � AT BASE PLATE, (2) 2X6 OR 4X6 FOR COMPRESSION, ETC. . . 5) PLYWOOD "FRAME" AT GARAGE : CALCULATIONS CALL 2 ' -0" MINIMUM WIDTH. FOUNDATION PLAN SHOWS 1" -10" . PLEASE ADDRESS VERTICAL DIAPHRAGM RATIO REQUIREMENT IN UBC TAPL,E 25-I . SINCERELY YOTJRS BOB THOMPSON PLANS EXAMINER cc :JOHN W PARKIN A; Residential Building Permit Application CUX,of Tirgarti 131'75 SW Nall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: f,tt)ete1i ) fflce L1se Only Subdivision: _x� L's� _ Lot 0 34 Valuation: �� _ Plan&'Rec # Permit Owner: = - ;��,�'r-�I — � --V-�--y- Reissue of Address: Map& TL # I �z Phone; Approvals Required ---- Ptanning '", Contractor: , ngineering Address: E60 her Phone: .5 c� terns Rr"c�imci Contr;i(lor's License # -5 ubcnntractars (attach copy of current Oregon license) cuss Details _ Contact name £ I)hone: her _Sjobcontractors: 6f,�f�-41umbIn . r Me h is ti (attach copy of current OR Contractor's License) /ArchitectlEngineer E �' A, Address 4-- Phone: _ _L_ (' JOE DESCRIPT N: r `¢ r �C) r '¢ v Received by: _ ^ _ Date Received: Permit Of Account Description Amount Amt. Pd. Bal. Due f �o n,30 1 Bldg. Permit (BUILD) �/_ �� — gr�', —�- _ Plumb. Permit (PLUMB) Z .'I_•S o " Z.Z 2.S v to Mech. Permit (MECH) _SS•5 V 5-5,3 v f State Tax (TAX) S . �I J 1.5 q,?i Bldg: �� Plumb: Mech: 2-7Y f Plan Check (PLANCK) ? Bldg: _ >..'/. IO Plumb: Mech: •� h _v� 5f,.24U- y 2.7) Sewer Connection (SWUSA) �}vd °o J Sewer Inspection (SWINSP) 3�� 3s v� Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) —/0 Mass Transit TIF (TIF-MT) Commercial TIF (TIF-,C) Industrial TIF (TIF4) _ Institutional TIF (TIF-IS) Office TIF (TIF-0) _ Water Quality (WOt lA.l_) _ Water Uualifify (WOUANT) Fire Uistrfct ;FIRE) Erosion GOO Permll (ERPRMT) Erosion 1'IandkAJISA (ERPL AN) —2-L, Erosion PlanckXOT (EROSN) TOTALS: f' CITY OF TIGARD BUILDING DIVISION RESIDENTIAL PIANS SUBMITTAL APPLICANT NAME: ADDRESS: G �� G ,1 a i PHONE DATE RECEIVED: RECEIVED BY: CHECKLIST (All items must be in packet before plan will be reviewed) YES NO N/A 1. 3 FULL SETS OF BUILDING PLANS (No red line revisions or tape-ons). 2. [ [ ] [ ] 5 SITE PLANS(including tax lot and tax map number,easements, erosion control provisions, floor elevation of garage and main floor, set backs, drive-way location, north arro%v, scale, location and termination of rain drains, corner elevations, and contours if over 15% grade). 3. [ X' [ J [ J BUILDING PIANS SHALL REFLECT TOPOGRAPHY OF LOT (if house is designed for a flat lot and the lot is not flat, revised drawings are required. No red lines accepted). 4. [- j [ ] [ ] REVISION TO PLANS MUST BE FOLLOWED THROUGH FROM ROOF TO FOUNDATION (detailed sections may be different from the originals as a result of your changes. These portions of the structure that are affected by the change need to be reflected on the plans. No red lines will be accepted). 5. ['j C 1 [ 1 FLOOR PLAN(S) 6. FLOOR FRAMING 7. TRUSS JOISTS (engineering, details and layouts) R_ I ] ROOF FRAMING PIAN (all hips and valley supports indicated and detailed). ROOF TRUSSES (engineering, details and layouts) N • 10. COMPLETE CROSS SECTION(S) 11 . j '( ( I ( I ALL 4 ELEVATIONS ARE SHOWN - 3 ELEVATIONS FOR ADDITIONS AND REMODELS 12. ( [ ] [ ] BASEMENT WALL, FOUNDATION AND RETAINING WALL SECTIONS (will need engineering if walls are 8 ft. high or higher) 13. [ [ ] [ J WALL BRACING (structure must meet table R-402.10, revised alternate method 93-7, or a lateral design shall be provi(,ed) 14. ALL DETAILS REQUIRED BY NO. 13 ABOVE SHALL BE INCORPORATED INTO THE PLANS. (Attachments must be clearly legible and fully referenced in the plans). 1 ,. ( �}� ( ] ( ] BEAM CALCULATIONS (all beams over 10 rt. in length or any beam that supports a point load). 16. [ [ ] [ ] ENERGY CODE PATH IDENTIFIED DO NOT MAKE CORRECTION IN RED RED WILL ONLY CAUSE DELAYS bksuew � 1 LIA TyI1F I 1(.101,101 Rt-(J I f I C1F Pf 4 Y M V N'l Hl- 1.f I I I NU. lJlF1','R 111401 IN 1 00 DFRNORD I'l PI I(Illyl I'(IINJI ,1 1,11 tl I ('W'ili (MOON I r lei W16 77 r P$4 YMI NI' Dv1tI Of 13y 94 IRI TIEW: OP, Pf)YMFNI $41101 IN I Pi)A b 11.114POSI-1 OF P(4YMF.N'I' AMOONJ Poto 1.0 AN CHEC9 R�". —3414 '50. 01b THE LANDING AT THE BOTTOM OF THE STAIRS AT THE DOOR HAS BEEN DELETED, PROVIDED THAT THE LANDING ON THE OUTSIDE OF THE DOOR IS BUTTED UP TO THE LAST RISER ON THE STAIRS WITH THE DOOR BUTTING NEXT TO THE RISER SO THAI' THERE IS NO OPENING BETWEEN THE RISER AND THE DOOR, KEEPING ALL RISER THE SAME HEIGHT. PERMIT t4ST94-0301 08-09-95 BY DAVID SCOTT (�' C��nstTurtiun Irupe�xiun C�' Related Testi arlsoii. Testing, IL1C• �.unstnicriun Inspection & IZe1E�ied •I�.Ea� Carlson rj, esting, Inc. ;urutnu=�tirm lnslvctiun � Related Tests Geotechnical Const,lTing Carlson Testing, Inc. P.O. Box 23814 SUMMARY REPORT OF IN-PLACE SOIL DENSITY TESTSUMMARY REPORT OF Phone Oregon 97281 P.O.PoBox 2381a IN-PLACE SOIL DENSITY TESTS P.O. Box 238,a Phone(503)684-3460 CTI JOB NO. 93-9172 Tigard, Oregon 5728 t FAX K 684 0954JOB NO. 93-9172 ( ) JOB NO. 93-9172 9 J Phone 503 6t34-3460 Tigard, Oregon 9781 Page � O f 2 Phone (503) 684460 FAX #684-0954 May 12 , 1994 May 12 , 1994 Client -,I FRRA pAf TF T(' n�v -) frGMFN FAX #684-0954 JT INC Client SIERRA PACIFIC DMay ]2 , 1994 ----_�-J- DEVELOPMENT IN- TI JOB NO. 93-9172 � Our reports pertain to the material tested/inspected only. Project "11 + SHIRE SIImmTT Informaticr. contained herein is not to be reproduced, except in TIGARD OR Project Sierra Pacific Development H_IL L SHTRSl1M F MIT full., without prior authorization from this office. If there are DATE OF TEST NO. EL>:vmEPTH uBMuc YatD -;,,,o;�, �Ur,E TIGARD OR _ P.O. Box 1.754 any further questions regarding this letter, please do not hesitate TEST TEST LOCATION (+r) a+rarsrr M06 MR aNsm CDMPvnow DATE Of TEST N0. E>Ev.aEPtH IAB MAX YYEfl W3Dptr r.turroE Lake Oswego, Oregon 970 15 !Ib/N3) M (Ib/N2) M TEST TEST LOCATION (o) oaroEYEYn „�„ �k�, Carona to contact this office. SF PM TESTS , ELEV . - t.OWEST POINT ON PRO_ (@/n3) (Ib/R3) M 10- 2 1 350 ' SOUTH OF NORTH HILLSIDE +1 .2 ' 10�' _t, + SF AM J 5 , NOR1H HILLSIDE , UPPED BENCH Attention: Jeff Nelson Respectfully submitted, ) PM TESTS , ELEV . = LOWEST POINT 10-27 8 ( #2 ) STATION 8100 , ON PRO SOUTH OF CENTER LIN + ] .4; ' 1E0 . 16 . 100 . / I SF 10--22 425 ' SOUTH OF NORTH HILLSIDE +1 .�' ' 102 ./_, SF AM TESTS , NORTH HILLSIDE , UPPER BENCH PARTIAL. REPORT OF EARTHWORK OBSERVA'I'IUN AND TESTING CARLSORf ANG, INC. SF PM TESTS , ELEV . = I_ClG1F57 POINT ON PRn 10-27 9 ( #2 ) STA . tj+75 , SOUTH OF CL , LOT 21 1 i 1 U . 19 • 100 . , I HILLSHIRE SUMMIT 10--,z 3 550 ' SOUTH OF NORTH HILLSIDE +1 .2 ' 0? .E, � , SF AM TESTS , NOFTH HILLSIDE , UPPER BENCH CITY O1•' TIGARD, OREGON �� lk£E�sioy 1 - - '' 10-27 0 ( #3 ) STATION 7+85SOUTH tJE + 1 .�� ' SF AM TESTS , , OF CENTER LT 110 .3 18 .4 103 . s o, lU-. 4 325SOUTH OF NORTH HILL:,IDE +2 ' ' Gentlemen: 14743 ' il., .•a SF AM TESTS , NORTH HILLSIDE , UPPER BENCH 1� . 1 111 . " ,' r SF AM TESTS , lU-27 21 ( #3 ) STA . 8+75 , SOUTH OF CL , LOT 21 +1 .8 ' 110 .3 2.1 . 1 100 . . y] Carlson Testing Inc , r; ..tia?1 ' r 10- .,5 5 400 ' SOUTH OF NORTH HILLSIDE r+2 115 .a 1C . ? SF VIM TESTS , NORTH HIL_L_SIDE , UPPER BENCH 9 (CTI ) , has conducted on-call inspection 5F AM TESTS , 1()-.- 7 2 ( #1 ) STA1ION e+10 SOUTH OF CENTER LIN +S ' i1U .3 18 . 99 .4 services for the earthwork at the above residential development . GFskGOfs1 � 6 10-25 6 500 ' SOUTH OF NORTH f1Il..L_SIDE 115 . i I � / 11� . SF F'f1 TESTS , NORTH HILLSIDE , UFPEP, BENCH Based on our visual observations and our density test results, the "; C SF PM TESTS ] ��-27 ( #1 ST 9+ y ) STA . 00 , SOUTH OF CL , LUT 21 + 110 .3 1�� _ 99 following lots have been satisfactorily! stripped of vegetation and 1y " (� SF PM TE5T5 , NORTH HILLSIDE , LtF°E'ER BENCH F 1(, .'5 7 325 ' SOUTH OF NORTH HILLSIDE +1 ' 115 .�a l "1 . 10 topsail and engineered fill has been ariequatel.�� moisture- �`��.'� �� '+ �' a 10-27 '4 ( #2 ) STAT10N UN 7+90 , SOUTH OF CENTS +� ' conditioned and placed within the lots : SF IPM TESTS , R LIN s 110 .3 20 .` 100 .James D, Imf+r n P. E. SF VIM TESTS , NORTH HILLSIDE , UP-PER BENCH Geotechnical Engineer C ` ---7 - 10-27 5 ( tt? ) STA . E3+70 , SOUTH OF CL . LOT 21 +i ' Lots 20 & 21 SF AM TESTS , 110 .3 19 .E 101 . i. SF VIM TEST'c, , NORTH HILLSIDE , UFPER BENCH Enclosures : Summary Report of In-place Soil Density Tests SF AM TESTS , 10- '7 _6 ( #3 ) STATION 8t00 , SOUTH OF CENTER LIN +3 ' 110 .3 17 . - 101 .1 �= Based on test pits performed at the conclusion of earthwork 6 PM TESTS , NORTH HILLSIDE , UPPEN BENCH activities, up to 3 feet of additional nonengineered fill has been -cr1+-r.r r cc: Clearwater Construction Co. 10-27 ,7 ( #3 ) STA . £i+75 , SOUTH OF CL , LOT 21 +3 ' 110 .3 19 . 101 .E 92 placed over the top of the fill slope at the front half of these City of Tigard SF AM TESTS ' SF AM TESTS , NORTHHILLSIDE SOUTH OF , UPPER BENCH lots and about 2 feet over the slope. It. is our opinion that the - '" cr + Burton Engineering ) 10-28 18 ( #1 ) STATION 7195 , SOUTH OF CENTER LIN +6 ' 110 . -1 17 .4 91-1 .1 1) engineered fill below this layer is suitable for support of spread SF 'i!l TESTS , S footings to a maximum allowable bearing pressure of. 1, 500 lb/ft2. 10- NORTHEAST otw)RANT F AM TESTS , NORTH HILLSIDE , UPPEP BENCH10-2F1 "� "` ( #1 ) STA . 8+55 , SOUTH OF CL , LOT 21 +6 ' 110 . 3 20 .8 102 . 1 93 SF F'M I,- TF-STS ,, SF AM -TEST', , NORTH HILL SIDE , UPPER CLENCH The proposed single-family residences will likely be designed with 10'23 �; FILL AREA SO W '� t( � � � ,� lU-2rs i0 SF PM TESTS , ( #2 ) STATION 8+00 , SOUTH OF CENTER L INE +�( ' 1 1 0 .3 21 ._ 9-� , , 9t� shallow spread footings bearing on competent native soils or `:F AM 1F=L, ', , NORTH HILLSIDE , UPPER BENCH engineered fill . We recommend that sI read footing construction and 1�' L-+ FILL AREA , NORTHWEST QQADRAN r�i slope setback requirements conform to Chapter 3 and Section 2907 of `• JF PM TESTS , " > 10--28 -] ( #2 ) STA . 9+00 , SOUTH OF CL , LOT -21 -77- 110 .3 18 . 100 .4 -i] 10-23 FILL_ AREA , NORTHEAST QLIA()E At•aT �- i > 4, /=;M 3 S , NORTH HILLSIDE , U�'PEF: E3ENCH the CABO One and Two Family Dwelling Code (CABG) and the Uniform ] r Ir,-, ,- 10-28 ( #3 } STATION 7+80 , SOUTH OF CENTER LINt �+ a ' ��. - r Bui._uin Code UBC �.F JAM -TESTS , NORTH HILLSID(_ , UPPER BENCH ] 1 U . lss . � ) •t, a l g (UBC) ,, respectively. tU-27 r, c s;-1F AM TESTS , NORTH HIl_LSTD � � �-c. - - - ( #1 ) STA . 8+50 SOUTH OF CL . LOT 21 +? _r3 ° ) ( i /" 10 E , OF F E„ BE N1 .H �If _JAM5 5 , NORTH HILLSInf- , IJPRF.R BENCH ( 143 ) ,TA . 8+60-, SOUTH OF CL , LuI 21 + � ' ] 1O . .i 17 .31G1. .c_, y ' 10-2.7 1 7 ( #1 ) STA . 9+10 , SOUTH OF Cl_ , I-OT :_1 +'i ,g 1 ] 0 . a _ PM T�, , NORTH HILLSIDE , UPPER E3ENCH 1 7 _ r ] 10 28 .a ( 42 ) STATION 7+65 , SOUTH OF CENTER cr_ : CLEARWATER CONSTRUCTION CO BURTON f"NGINEERING CC: CLEARWATER CONSTRUCTION CG CITY OF TIGARD BURTON ENGINEERING CITY OF TIGARD 14114 SW Benchview 14114 SW Benchview Terrace 14114 SW Benchview Terrace 14114 SW Benchview 1 of 8 Terrace 3 of 8 Terrace 2of8 CARLSON TESTING INC. 4 of 8 Information contained herein is not to be reproduced, except in full, without Iui1Tr authorization from this office, CARLSON TESTING INC. Enfnrrnati+,n contained herein is not to he reproduced, except in full �t�ithe�ut prior authorization from this office.(a,rlstnec7irnt lrupectivrt �' Related Pests Carlson Insfkctir�n +'�' Related Tests C.`onstruc:ticm hupection & Related Tests Carlson Testing, Inc. Carlson Testing, Inc. Carlson Testing, Inc. g� SUMMARY REPORT OF SUMMARY REPORT OF SUMMARY REPORT 0 IN-PLACE SOIL DENSITY TESTS P.Q. Box 23814 R F 93-9172 Tigard, Oreton 97281 IN-PLACE SOIL DENSITY TESTS P.O. Box a_3e,4 IN-PLACE SOIL DENSITY TESTS P.O. Box 23814 JOB NO. Phone (503) 684-3460 JOB NO 93-9172 Tigard, Oregon 97281 93-9172 Tigard, Oregon 97261 May 1 Phone (503) 684-3460 JOB NO. Phone (503) 684-3460 `' ' 1 -' �4 FAX #684•C954 FAX #684-0954 FAX #684-0954 Client SIERRA PACIFIC DE VELOPME:NT INC M�.- ' , i `��-/'i Play i , 1'-1'14 - - Client SIERRA PACIFIC DEVELOPMENT INC Client SIERRA PACIFIC DEVELOPMENT INt: Project F(ILLSHIRE SUMMIT Project HILLSHIRE SUMMIT ^V TIGARD OR ---`- -- -` Project HILLSHIRE SUMMIT TIGARD OR -- _ , ---- --�� DATE OF TEST N0. TEST LOCATION ELEv/OEPTH LAB WkX YIELD HELD Coy uumTIGARD OR e -_ "- "- -� --- TEST (FT) DRV r1EWTY M06"1 DENSITY coMPACTI4 DATE OF TEST N0 r [L[v/oEPTH tic&W YIELD H[1D DR atunvf -- (ib/n 3) M (In/n 3) nu TEST TEST LOCATION DATE OF (ET) oar CMIrr MXTURf DEe n3 CDMr�cnON TEST No, TEST LOCATION EUV/OEPTH LAB MAX HED Een DRY REunYt (Ib/n 3) M (Ib/n ) M TEST (FT.) My DEWIrry MOMTM OENSPY COMPACTION (Ib/%3) (14 (Ib/t,3) Ixl 10-2+: 35 ( #2 ) STA . 8+70 , SOUTH OF CL , LOT 21 +5 .5 10 .3 18 . 101 . +_ NORTH 51L)E UPPER - (_ 70 F71 -t- 3 UPPER BEN= i 0 - '/ -2 STA . 9+85 , 46 ' SOUTH OF CL , LOT ZO + .�, ' 1 10 .' 9 .,-) t 01 . _ 92 11--01 AREA FILL , 10 ' NORTH OF CENTER , LOT 18 +10 .,9 , 1 10 .3 1 r:. . 1 10 - 94 1O-?8 6 ( #3 ) STATION 8+00 , SOUTH OF CENTER LIN +5 . 10 .3 0 . 100 . ti TESTS ,AM �T - - • , W - - , `, , , 10-27 3 HILLSIDES CENTER 111 • 98 1. 1-01 � AREA FILL , � WEST OF CENTER , LOT 19 +10 .81 110 ..3 16 ._ 103 . 94 F-IL� , +,I 1 1 -, ./{ 1 s •� c �r � r > 10-28 7 ( #3 ) STA . 9+00 , SOUTH OF CL , LOT 21 +5 .1,- ' ! 10 _3 19 .6 100 .4L IN }_BETN - , +- - , t'1 - - -4 , 10-27 r- AM TE HILLSIDES , NORTH END +: 115 .4 14 .(4 111 .4 97 11-01 1 6 ' SOUTH OF CENTER FILL , LOT 18 +-1` .2 ' 110 .3 :'0 . 100 .G 91 ` ( J -IV SF AM TESTS , FILL IN BETWEEN f1 . E: . t•1 . 10-2$ $ NORTHEAST HILLSIDE FILL , CENTER + l ,g ' SIO . � i �> . 104 ." 9� � ,, , } ,. 1U-27 5 HILLSIDES , NORTH EAST SIDE * ' ..' ' 115 .4 16 . 110 ." 96 11-01 2 6 ' EAST OF CELJTFR FILL , LOT 19 +.t2 ,G ' 110 .3 19 . 100 . 91 - S . lat 1 10 39 NORTH HILLSIDE , STA . 8+25 , LOT 21 � 7 ' 10 .3 13 . 101 , 1 SF AM TESTS , FILL IN BETWEEN N . E= tJ . , T' SF 18: 00a 10-27 6 HILLSIDES , SOUTH EAST SIDE + 115 .4 1.3 . 116 .6 100 + 11-0=' 3 S ' ' &E"NCH . TATION 9+75 , 25 RIGHT OF CENTEP LINE 1 1 3 .r, ' 1 ]-0 ..3 20 .4 100 .2 a+ NORTH HILLSIDE , STA . 9+00 , LOT 21 + ? ' `SF AM TESTS , FILL IN BETWEEN N . , E . , W . u ; (Ab - TT , 9 ,.0 10 .3 16 . 1 99 , _ 9i 10-27 7 HILLSIDES , SOUTH SIDE +,_ '' 5 . 8 U ] 1 `_. .4 13 . 114 . . + + 11-02 74 STATION 10+30 , 40 ' RIGHT OF CENTER LIN +13 .6 ' 110 .3 17 . 99 . 90 10-2`i 41 NORTHEAST HILLSIDE AREA , CENTER +3 .F? ' _i10 .3 16 . - 99 . 9, ='F AM TE57S , FILL IN BETWEEN N . , E . , W . u r -� , J S u 1J St :3 LOTS - 10-27 ;8 HILLSIDES , SOUTH WEST SIDE 11:' .4 +? 11-02 75 STATION 11 00 30 ' RIGHT OF CENTER LIN +1? I ' � .r_, ' 1. 10 .3 17 . �'a . 90 42 NORTHEAST HILLSIDE AREA , CENTER C ,F !;M TESTS , FILL IN BETWEEN N . E . , W . , _77110 .3 1_. . 1 102 .1': 10-27 79 HILLSIDES , NORTH WEST SIDE + > : 30 -� 10-29 43 #2 BENCH , STATION 8+00 , LOT 21 +�, . ' SF i'M TESTS , FILL IN BETWEEN N . , E . _ 1O .:j 16 . 101 .4 10-27 0 HILLSIDES , CENTER + ' � , . J -�- 5 • J 5 .5 1115 .4 ].: ]. 1� 1 1U-29 SF PM TESTS , FILL. IN BETWEEN N . L - , W . , SF NORTHEAST HILL _ 4 #2 BENCH STATION 9+1G LOT 21 +6 .5 ' 10 .3 17 .2 101 . E 9: 10-27 1 HILLSIDES , NORTH EAST SIDE_ +q ' 11.5 .4 1 111HILLSIDE AREA SF PM TESTS , FILL IN BETWEEN N . , L _ , W . 10-29 5 EAST OF CENTER FILL , LOT 18 +6 ' 1. 10 . 3 14 . 106 . ' 10-27 ' 2 HILLSIDES , SOUTH E=AST SIDE i r r. _ + 1 15 .4 5F NORTHEAST HILLSIDE AREA , 1 =,F I'M TESTS F ILL IN HETWEEN N . , F - , W . _ 10-29 6 WEST OF CENTER FILL , LOT 19 +6 ' 110 .3 15 . 105 . 1 95 10-27 ')3 SF PRIVATE DRIVE , HILLSIDES , SOUTH WEST SIDE: +4 ' 115 . 4 ] ,It _ ] I 1 ,( 919 SF I 'M TESTS , .. IN BFTWEEN N . , F . , GJ 10-26 47 28 ' NORTH OF CURB + l .6 ' 1 115 .4 14 .0 11.3 .0 96 10-274 HILLSIDES ,, NORTH WEST SIDE +4 ' SF PRIVATE DRIVE , 115 .4 12 .- 116 .s ] U0+ SF M STS , OR HFA`>T I- I _ S R A F l_I. 10-26 (e 45 ' NORTH OF CURB , 115, ,4 13 . 110 ., 9E. 10-30 15 5 ' NORTH OF CENTER , LOT 18 f NORTH SIDE AREA , UPPER 81'ZNCH ( #t , 110 .3 20 . 1 100 c, i 10-26 + STA , 9+00 , 45 ' SOUTH OF CL , LOT 21 + t . .' ' 1 110 . .j I1 101 .4 92 10-30 ,6 5 ' SOUTH OF CENTER , LOT 19 r ; F- NORTH SIDr AREA , UPPER BENCH ( #1 7 .>> 110 .:: 1'1 -). �'; ( 1 - -`� )_ JON L L 0-26 iU STA . 9+75 , 5U '' SOt.1T H U1 CL , L_C'tT 2Ci + 1 .2 ' l 1 ] 0 . :, " - I ) U0 . `�1 l I-IJ 1 5 ' WEST OF CENTER , LOT 18 +�/ , - � AM TE F- 0 SAREA , :P BENCR l 1 110 . , 21 10-26 1)l ISTA . 9+10 , 40 ' SOUTH OF CL , LOT 21 +2 .6 ' 11.0 . 3 ] TI^ lot .41 92 1. 1-01 C ' FAST`OF CENTER , LOT 19 +9 ,; ' -' 110 ._3 18 . cc: CLEARWATER CONSTRUCTION CO cc: CLEARWATER CONSTRUCTION CO cc: CLEARWATER CONSTRUCTION CO CITY O F TIGARD ENGINEERING BURTON ENGINEERING BURTON ENGINEERING CITY OCITY OF TIGARD CITY OF TIGARD 14114 SW Benchview Terrace 14114 SW Benchview 5 of 8 14114 SW Benchview Terrace CARLSON TESTING INC. E of 8 Terrace + 7 r 8 CARLSON TESTING INC. CARLSON TESTING INC. r�-- ��:•,� r��r�.�� a..�,.;„ "nit hn rnnrryr�„rnr) rvrrnt ;n F„n u;ThY,nr nriY,r authYrri�;►Nnn from this rifliec. Informnlion vnntnined herein is not to he renroduced, except in full, without prior authori72tion from this office. Information contained herein is not to be reproduced, except in full, withoutrior authorization from this office. P 08/19/96 I-fjcj�j � MAOC l Ijljijl(Ijljl 1 Ijljljl�ljljljl Ijljljl'ljljl l I� I�ljl�l�lj) I I�I�Ijl �ljljl I Ijljljl �ljljl I Ijljljl� ljl�l I I� I�Ijllljljijl i Ijljl�ljl�l�l Ijljl(I�I(Ijljl' ' MAOC IN CN INA A. {iiiliiiiini�li{il�{Dili{i{tin{j{{{I►Ilullt!;IIIIIIIf111111(If111111fllllllllllllllllllllllllllIIIIIIIIIhIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIII�iIIIIiIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII{I{II{II{IIIIIIIIIIIIhIIII{II{IIlII�{IIIIIIIIIII{{III1{IIIIIIIIIIIIIIIIIIIIIIIIIIII �n c s� 1 `-n wIlk 1 LLJ wm�, �_l._SHIRc E � TATE � I w \ n CONSTRUCT 1 o GRAVEL \ ) / � � -1 .��rgs.�a.cr,.�ss�Aa I � 1 / . 1 / \ EP 1 _ — — 8 PVCI SAN SEW • \ \ '.5" SAN ! 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