Loading...
15045 SW 89TH PLACE !1 I! w !A wB J_5045 SW 89TH PLACE v u ro w u rn ao �n t 0 i "' �,• n44 . t ��r I r• � t l co o o. � C \ cn U) c, cd (. �y ++ O y 71 o cd Ln Cf' a a t7 U yr M r ,r ��. �1' � � • LJ N CJ � � �1�,. A © V rL r bA U H r.14 �` E ►� U4444 AJ �y v � }� d�, t '.>:Yo.P'.rCc:$titi�ad�titi3•.s.�fic52kd�7 .r.>,,ra.� ,.•-- .."-_ -----r- rrrrr _� t♦r n MAF -Mi 11 1111111M INSPECTION NOTICE City of Tigard Building Department 1 P O Box 23397 r Tigard, Oregon 97223 one: 639-4175 Type of Inspection _— "j�— _ Date Requested . 3 c_ Time r/v A.M.--P.M. Address4�� v �� C� �\ Permit # Owner _ _ Lot #_ Builder The following Building Code deficiencies are required to be Lorrected: Presented to - - -- �oved Inspector __- ----- --- -- -� Disapprovdd Date ALL FOR REIN PF.CTION ❑ YES 0 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �\ �� 9•– Date Requested_ C Titntt A.M.� P.M. E �--- Address –i— � •-� � _ Permit # Owner_._Y \ ( Lot # BuilderThe following Building Code deficiencies are required to be corrected: Presented to _ �..- ___ ✓1 Approved Inspector -- I Disapproved – -- Date _ b CALL FOR RF.INSPF,CTION ❑ vcs r1 No INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 'Type of Inspection — -111 t- Date Requested �`� Time A.M. P.M. - ��, � Addrei• .11-5-0 Permit 21 Owner __ .�,/7 Q-� Lot # Builder The following Building Code deficiencies are required to be corrected: o Presented to W- proved Inspector Disapproftd Date CALL FOR REINSPECTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tioard, Oregon 97223 Phone: 639-4175 Type of Inspection --- Date Requested /2Time A. P.M� Address L �o Y �7 _- Permi: # _— Ov.-ner ' Gtr Lot #_ Builder __ -- ---- -- — The frilowing Building Coda deficiencies ere required to be corrected: 1' — - - Presented to _ proved Inspector _.–_ Disapproved -- 3 Date ------- CALL FOR REINSPF,C-fiGIN O YE: 0 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 c� .,—� j a 'Type of Inspection �. ��l � � Date Requested Time�`� A.W.—P.M. Address ? Permit IIE_ Owner_ Lot #, Builder — The following Building Code deficiencies are rec!uired to be corrected: Presented to _ Approvee Inspector _ Disapprow•d Date CAL FOR RV PECTION ❑ YEs ❑ NO pirorDWI INSPECTION NOTICE City of Tigard Building Department P.O. Bux 23397 Tigard, Cregun 97223 � Phone: 639-417/5 Type of Inspection ��– l'Q.� Date Requested Time__^ A.M. P.M. Add~ess — U _ _— Permit Owner N Lot # Builder ----- ---The following Building Buuilddiing Code deficiencies are required to be corrected: K Presented to Approved InspDate or � ��� Disapproved Date CALL FOR REINSPECTION I] YES 1-1 NO CITY OF TIGARD Plumbing Permit Building Department IResidential Commercial F1 New _- New Installation ® Rr.place ❑ Addition ❑ Alteration ❑ I Date Licensed i /J Plumber , c' .� ',fid=, _ Owner �1h •�'� �_.LaJ [�� , Address D Job Address Phone —_^ .� Applicant CITY BUSINESS LICENSE REQUIRED FOR ALL CONTRACTORS AND SUB-CONTRACTORS IT NO. FEE TOTAL ITEM NO. FEE TOTAL Fixtures Traps ---�-- 7.50 Sewer:First 1001t. I Oishwasher -- L 7.50 _ D Each Addit. 100h_ --3 0— . N 1r., 0Garba; -- je Disposal Ejector Pump _7_._50 Water Heater 7.50 C Water.First,00 ft.—— ' Bac%flow Preventer 7 00 ft20.00.50 Each Addil.2 15.00 Storm b Rain Drain:First 100 ft. 30.00 ----- Each Addit.200 h. 1500 Mobile Home Space 25.00 C,Aar(Specify): Rain Drain-Single Fam.Dwelling 15.00 S• 0---d PERMIT FEE 7 Comments: STAYf Issued By l O u� i INSPECTION NOTICE City of Tigard Building Department P.O. Box 2339'1 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection --_----. — - -- ---- Date Requested ____ -_l2 gT Time—_ A.M. P.M. Address ---/SD Y.5 — I? � — Permit #i&3_7/_ Owner_ _— ___ Lot # BuilderThe following Building Code deficiencies are required to be corrected: Presented to -- FrApproved Inspector // _—_ ❑ Disapproved Date CALL FOR REINSPECTION YES LJ NO WE 6371 CITY OF TIGARD 639.4171 DATE ► BUILDING PERMIT pl-11AU $U SUBDIVISION Scheekla Pk I TAX MAP ____ ___—._.LOT N0. OWNER—Surearilagen --- . JOB ADDRESS 15u45 SW 89th Place later• CO. NW, Inc. BUILDER _- STATE REG.NO. --EXP.DATE BUILDER'S PHONE _- 035-1441 ARCHITECT_.. Goeser PHONE .._OTHER STRUCTURE ( NEW ❑ REMODEL I I ADDITION REPAIR MOVE L) OTHER DEMOLITION r] RESIDENCE f 1 COMM Fl EDUCATION i I IND RELIGIOUS ACCESSORY ❑ GARAGE OTHER ❑ FENCE OCCUPANCY l`,.f LAND USE ZONE 1.4 BLDG.TYPE fir' FIRE ZONE PLAN CHECK BY HEAT uut;Cruct single twaily dwellint, w/attached garage, all per approved plaus. SEWER PERMIT M 2y1iu (ldu) :3 bathe Craps ►;�ra�;e 4()bOCC.LOAD FLOOR LOAD 4u HEIGHI'U NO STORIES 1 ARFA150u NO REDROOMS S VALUE 68�8UU BUILDINGR _ DEPARTMENT :� RIGHT SIDE _ _ SET BACKS FRONT 3U REAR LEFT SIDE 5• Permit 32 u Y THIS PERMIT !3 ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING 211.29 REGULATIONS AND ALL APPLICAbLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE. PI,Ck.Fire _ RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSII;ESS — TAX PERMITS.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax 13011JU ssbc LJV.vu SDC— 600600 Total 549.25APPI.ICANTORAT9ENT Prepd. IUU*UU 11 15u. k. — Receipt No./ ADDRESS PHONE Bal.Due _____ _--Approved By DATE INSPT TYPE INSPECTION REMARKS PLUMBING DATE --a'� � ��f , Contractor i M ZZ"-7-77 ; 9 �,� 7 7 , Permit No. - _ Rough-in Fixture Final HEATING w 7JTiti� Contractor 37; --z— — --- ---- Permit No A_m 3.13 17tGi Gas or Oil q-47-87' Rough in — — - Final SEWER --- ----___. Final _ — DRIVEWAY Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTFICATE OCCUPANCY -- I andaraping Zoning Final NXI>I< w ff WitLlllr w w # >W ;IORKSHEET PLAN CK.II CITY OF TIGARD 639.4171 DATE _ /O " / 0 L• BUILDING PERMIT � "-ZA'Tc- TA%PAP �:'•(,0T NO. 3� RVOdVIR10N r-..�- OVVN -+._) + r' r 1 rs f'J JOB ADOACSS I S BUILDER 1 t. 7c fi .� /,-J STATE REO.NO. -7 l,. ESU.DATE / 1 _-- BUILDER'S PHONE - !.v S - ' —• ARCHITECT r - PHONE OTHER_ STRUCTURE IIEW ❑ REMODEL ❑ AODITION ❑ REPAIR O MOVE ❑ OIHER Q DEMOLITION ❑ RESIDENCE ❑ COMM ❑ EDUCATION ❑ INO ❑ AEL.IGIOUS O'ACCESSORY Q GARAGE TNER O FENCE OCCUPANCY ._L].a__L ANO 11SE ZONE ` BLou.TYPE _15.&_FIRE ZANF PLAN CHECK BY / NEAT Construct single family-dwelling a Subject to 85 code. Subject to SEWER PERMIT# 17�p (1dU) hat-ha 3 •„txf� garage area In" OCC.LOAD FLOOR LOAD V HEIGHT R 0 �.r NO.STORIES Z-- AREA /40 0(0 NO.BEDROOMS VALUE E3,t BUILDING DEPARTMENTSET BACKS FRONT 3 r')r- REAR t,' LEFT SIDE /.g;.' Mw i1QE (p . IFP*frwt Z S "-' THIS PEPIMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN TNR L1 tnumIO CODE.ZONING REGULATIONS AND ALL APPLICABLE WOES AND ORDINANCES.AND R IS HIMEGY Aalf M TMT THE PunCNW Ck �, WORK WILL RE DONE IN AOROANCE WLT'll THE PLANS AND SPI70FICAT1ONR ANO MI COMPLIANCE W4TH ALL APPLICABLE WOES AND ORDINANCES.THE MUANCE OR TM PRRWT OOSR NOT WAIVE E PL CEt F" - '"-- RESTf4aTr COVENANT&Ct)K MCTOR AND SUe CONTRACTORS TO HAVR RI CURMIN QTV UNM TAX PERMfT11,SEPARATE PERMITS R EW REO FOR SEWER,PLUM BINQ AND NMT WL Slab Tau /3, Sc.Sp I-so mo r SOC— (I o d 6-6 _ Total _"- POG l LU cre APPLICANT OR AGENT PrVPd. ReC0Ipl No. ADORFSS ` Bal.Due _ �[ l �i• C� Issued By_ _ _...__Approved RV SSDC SOC - 4 « U POC SEWER CONNECTION 5 975. SEWER INSPECTION 5 3 SEWER SURCHARGE S Comments: CITY OF TIGARD BUILDING DEPARTMENT PLAN CHECK NO. : PLAN CHECK APPLICATION LATE RECEIVED: P.U. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID:��C�v This is to' certify that the attached _ sets of plans have been submitted for plan check pursuant to the Oregon Structural Code and Fire 6 Life Safety Code, =-,e edition. PROPERTY OWNER:_ r�r�e�t t ✓� 9�W'-S ADDRESS: CONTRACTOR: ����� �—��� A-) L' TELEPHONE: 'y4// JOB ADDRESS• L4 S LOT NO. b MAP: DESCRIPTION OF WORK: �r'L,E-c�J .1,Jlf Approvals Required SPECIAI. NOTES OPlanning Dept. O Reissue OEngineering Dept. n Flood Plain/Sensitive Lands OFire District O Sewer Availability OOther O Other Items Req u� ired e �O !List of subcontractors ,t O $bsiness Tax v Calculations aTruss Details 0 Parking Plan OLandscape Flan OOther COMMENTS: . ' City o Taiga"rd Building Department BY: _ v k110 t. � ► mcil of ikinerican Building Officials G SECRETARIAT INTERNATIONAL CONFERENCE BUILDING OFFICIALS AND CODE SOUTHERN BUILDING CODE OF BUILDING OFFICIALS ADMINISTRATORS INTERNATIONAL,INC. CONGRESS INTERNATIONAL,INC. 5360 South Workman Mill Roat.l _ 4051 West Flossmoor Road 900 Montclalr Road Whittier,California 90601 Country Club Hills,Illinois 60477 Birmingham,Alabama 35213 Report No. NER-108 I Printed October, 1985 NATIONAL_EVALUATION SERVICE COMMITTEEriE-THISREPOI TI SUBJETWOEARS APA S1'RUC•TURAL-USE PANELS A. COMPOSITION: I. Veneer: Veneer used in struc- AMERICAN I'LVWOOD ASSOCIATION tural-use panels meets the applicable requirements of U.S. POST OFFICE BOX 11700 Product Standard I'S 1-83. Vencer not meeting the regbirc- TACOMA, WASHINGTON 98411 ments of I'S 1-83 may be used,provided the panels meet the 1. Subjects: I. Compliance Assurance and i of I nspection applicable performance requirements.Veneer is used through- Agency for APA Structural-Use Panels. 2. Use and Instal- out theall-venecr panels and for face and hack plies or inner lation Specifications for APA Structural-Use P•^-.Is. lavers in composite panels. 3. One-hour I-ircresistivc FlooriCeiling Const rut:lion With 2.Reconstituted Wood: Other raw material used in APA Structural-Use Panels. 4, tabulated Minimum Re- panel manufacture is primarily produced from wood. Pan- quirements For APA Raterl Sheathing PlyNood Wood els composed entirely of reconstituted wood are typically Foundation Construction, referred to as flakeboard,waferboard,oriented standboard 11. Description:Compliance Assurance and/or Inspec- and particleboard. The panels are manufactured to specifi- I tion services are provided for manufacturer's of APA cations evaluated and deemed alternates to ANSI A208.1 Structural-Use Panels as identified in the following cat- 0I.B.C. Standard No. 25-25). Application details must I egoties. comply with this report. APA Rated Sturd-1-Floor is manufactured i.l thicknesses B. PERFORMANCE REQUIREMENTS•: I Structural from 19/12 through 11'A inch. Face my cif venecr)and the ply Performance: Structural-use panels meet performance re- adjacent to the face (if veneer) shall meet the applicable quirements established 'he American Plvwood Associa- requirements of PS 1-83 for underlayment grade. Veneer tion lorconcentrated,impact,and uniform loads for thecnd faces are touch-sanded and the hacks may he unsanded, use span on the trademark. Panels are tested dry,wetted and touch-sanded,or textured. All-veneer panels conforming to rediied and, for certain loading conditions, wet. Load test PS 1-83 shall have a minimum face and back veneer thick- requirements are given in Table No. I. Panels may be used at ness for the species group and minimum panel thickness as roof spans with live loads not to exceed those liven in fable set forth in fable No. IL Other panels, in addition to meet- No. VI and dead loads not to exceed 10 psf. I .mels may be ing the performance requirements in Section B below,shall used at the rated floor span,with a live load not to exceed 85 have minimum dry EA' values per foot of panel(for stress psf and a dead load not to exceed 25 psf,except the Sturd (- parallel to framing)of 1,100,000 pounds for span ratings of hloor panel with a span rating of 48"o.c, which is limited to 16 o.c and 20 o.c., and 1,500,000 paunds for 24 o.e. a total floor load of 65 psf. F - MOF pet ASTM 03043.Method C,in pounds per square inch. The perlormance requirements established by APA are an acceptable A - 12 Innes panel thickness in inches alternative to ANSI A208 1 W 8 C Standard No 25.251 APA Rated Sheathing is manufactured with sublloor 2. Physical properties: Structural-use panels arc oillu- span ratings of 16,20,and 241nchesand roofspan ratingsof ated for lirear expansion. 16,20,24,12,40,and 48 inches,or wall span ratings of 16 or 1, pal durability: Structural-use panel, ;tic nlanufac- 24 inches. I he span rating is determined on the basis of the tured using a resin bonding system. All-sencr punch, meet- results of performance tests as noted in Section R. Panels ingallapplicable requirements for Exlcrior-t%pepls\%ootiit, which ate required to have nails spaced closer than 6 inches U.S Product Standard Pti 1-81 are identified i. I ':rt Im- at panel edges to meet the performance requirements are t)•pe and may he pernlanentl5 exroscd in outdt,on woca required to have this information inclu1edinthetrademark. tions and snoodfoundations(See Part I\')oerpanels are shit rrpnrt Is llmired to die-1p is-els-r-durt and data andira rrp•ntt ruhmlH��S.r the arrlir0nt in in apphration repunring All rrport Yn inde rendrnr' (fill were performed hi the %atillnoiltaluarinnAerui,ei ommitter and the cammitter trerifiralli-dews rotor malt aur w orranti rnhrr r s frrevrd tot tnydird,at to ani finding of other matter in this rept)rt o•as ro one product ror^red hr Mit report this dits•l,ume,includes hot n ntot limited In• m.orrhirn eloday thil"Purl 6 0150 Whiffet to Me litnitatirris listed herein. 1076 1:1). I ' I /II(i 111)I erI It,111 l \llrll Illi I'll, -rl .III cstill;llol III)eIII111• ;11 edch still N' I'. 11111\'IIICII \\circ ,I 111,111 Init;un ,Intl ,IIIrlunalir I'irc .rl►rillklrlr ;Ile installed ;wound the r I►rl ilnrll l 111 rhe 1►Ilcuilll. \\i111in 2 feel of the ch;Ill In l;rift. The dr;lll cut'I;titt shall enl'lllre the hctirnrlet of file unenclosed opening and cxlcn(I Iron) Ilse ceilinl'. downward ;11 lead 12 inches oft all sides. "i'he spacing hc•twccn sprinklers sll;rll not exceed 6 feet. 3. In 'I'ype V buildinggs, chines and dumbwaiter shafts with a cross- sectional arca of nor mote Ihan 9 square feet may be unenclosed it' lined on clic inside will) 1,1111 and pla.slcr or gypsum wallboard, with such lining covered Will, not less than No. 26 galvanizcd sheer metal gauge with ;ell joints it' suL•h sheer metal locklapped. All openings into any such enclosure shall be prolecled by metal or metal-0:0 doors with either metal or metal-clad j;unhs, casing or frames. 4. Exit enclosures shall conform to life applicable provisions of Sections 3308 and 3309, 5. In one and two-story buildings of ether than Group I Occupancies, shafts for gas vents and for ducts or piping which extend through not more t,tan two floors need not comply with Table No. 17-A. 6. Gas vents and noncombustible piping; installed in walls of buildings passing through three Moors or less (four if equipped with automatic fire- extinguishing system) need not comply with Table No. 17-A. Such shafts shall be effectively draft stopped at each floor or ceiling. (b) Protection of Openings. Every opening into a shaft enclosure shall C be protected by a self-closing fire assembly conforming to Section 4306 and having a fire-protection rating of one hour for openings through one- hour walls and one and one-half hours for openings through two-hour walls. 1•:XCEPTIONS: I. Openings to the exterior may be unprotected when so permitted by'rable No. 5-A. 2. Openings produced by air ducts piercing shaft enclosure walls may he protected by fire dampers conforming to U.B.C. Standard No. 43-7. (c) Termination of Rubbish-linen Chutes. In other than Group R, Divi- sion 3 Occupancies, rubbish and linen chutes shall terminate in rooms separated from the remainder of the building by a One-hour Fire-resistive Occupancy Separation. Openings into the chutes shall not be located in ex- it corridors or stairways. / (d) Ellesalor Shafts. Shafts housing elevators and g extending: throuh more than (,,,%o stories shall be vented to the outside. The area of vent~ shall be not Ierr than ?', percent tit' the area Of the clevator shaft, ssith a minimum 1►I " ryuare feet per elevator. Weather Protection Sec. 1707• (a) Weather Resistive [carriers. All Weather exposed surfaces shall have it \reacher resistive barrier to protect the interior wall covering• Such barrier shall be equal to that provided for in U.B.C. Standard No. 17-1 for Kluft rralerproof building paper or U.B.C. Standard No. 32-1 for I asphalt saturated rag felt. 131.1ilding paper and felt shall be I*ree from holes 4 and breaks other than those created by fasteners and construction system 103 w W1 W1 w w w w w UNIFORM 131j11 Itltj(; clue t,, ,Itl:tcHipp, of ill(- buildin�t paper, and shall be applied over surds or shealhitll� rtf ;Ill rxlrrlor "';Ills. ,tiuch fell or paper shall be appticd wealher- bcrtrd fashion, I;.ipped nol less than 2 inches at horizontal joint.~ and riot less than 6 inches at vertical joints. Weather protective barrier may be omitted irl the following cases; I . When exterior covering is of approved weatherproof panels. , 2. In back-plastered construction. N �rR�, �08° stir es llfiffk 3. �")cn there is no human occupancy. 4. Over water-repellent panel sheathing. �'��� tfS'��stiiA9 /s Coh Si��, 5. Under approved paperbackcd metal or wire fabric lath. h. 13chind lath and Portland cement plaster applied to the underside of roof and eave projections. (b) Flashing and Counterflashing. Exterior openings exposed to the weather shall be flashed in such a manner as to make them weatherproof. All parapets shall be provided with coping of approved materials. All flashing, counterflashing, and coking when of metal shall be of not less than No. 26 U.S. gauge corrosion-resstant metal. (c) Waterproofing Weather Exposed Areas. Balconies landings, ex- terior stairways and similar surfaces exposed to the weather andscaledunderneath shall be waterproofed. Members Carrying Masonry or Concrete See. 1708. All members carrying masonry or concrete walls in bu�!%irtgs C over one story in height shall be fireprotected with riot less than one-hour fire protection. EXCEPTION: When not 11,111 of ;t .structural frame, fire protection may he omitted from the botlont flange of lintels, shelf angles, plates and the bot- lrtnt flangeof lintels spanning not more than 6 feet. Parapets C Sec. 1709. (a) General. Parapets s I p h II be provided on all exterior walls Of buildings. EACEP7IONS: I. Walls which are not required to be of fire-resistive con- slruclion. 2. Willk which terminate at tool. of not less than two-hour fire-resistive construction or roofs cowfructed enlirelY of'noncombustible materials. 1. Walls %k here, clic to location on property, unprotected openings are per- milled. a. ,'all" ,,n all huifdings having a floor area of not more than IM) square feel per floor . (b) Construction. Parapets shall have (lie stance required for the wall upon whichthey The height he Rl tstof the parapet shall be not less than 30 inches above the point where the roof sur- face All 111tc dill! intersect. Where the roof slopes toward a parapet at ` Slopes krealcr than 2:12 the parapet shall extend to the same height as any portion of' the roof that is within the distance where protection of wall openings WOUld he required. 104