The URL can be used to link to this page

8358 SW DEEANN COURT ADDRESS : 4-is\ 13SI spa_ Liaaamn Caou P4- i:\records\ records\micro flm\targets\buiIding.doc CIT' CSF TIGARD I 1 COMMUNITY DEVELOPMENT DEPARTMENT CE:RT I F%CA`f E. OF' I 13125 SW Nall Blvd.Tigard,Qrogon 972,3.8199 (503)439-4171 (30--LJPANCY XX)cr PERMIT 41. . . . . . . : MST94-0131A4 633--4171 DATE Ii`)SUE:n r PARLEL: SITE: ADDRESS. . . s 08355 SW DEEANN CT SUBDIVISION. . . . s FINLEY PARK ZONINGsR-7 631_UCI',. . . . . . . . . . o LOT. . . . . . . . . . .. . :MJ 7 CLASS OF WORX. oIV:-:W TYPE OF UBE:. . o SF OCI::UPANC'V GRP. :R3 OCCUPANCY LOAD s 2c"'c 4 TENf)NT NAME. . . : Remar+s e PATH I Owner: _...._._..___._._......__ __._...._ ___ ....__...._..__.._....__.._...._...._. JAY MILLER p o BOX a3c?sl T I OARD OR 97281 Phone #t 684-•7543 Contt,ectors .TAY MILLER PO Bux —1291 TII3ARD 01 97281 Phcne #o 684•-7543 C;1eg #. . 1 301.09 Or.cuponr.y of thr mbove referenced building is hereby given, one rry-t. ifiev. the compliance with the State., Of Oregon Specialty Codes fair, the group, oc:t-upasncy, and use under which the referenced pV,-.mit waF, i4t9..ied. r y: L.I1 Ci !,X-,EC',-0R stj I .. . OrF I C I AL. P09T IN CONSPICUOUS PLACE I ° I � I INSPECTION NOTICE cit? of Tigard BuildIng Depart wmt 13125 SW Ball Blvd_ Tigard, preen 97223 Inspection Line (Roc-O-Phone): 634-4175 Business phone: 639-41.71**--, Inspection: Footing Plbg. Underslab Mech. Rough-In 9 Appr/Sdwlk Pound. Plbg. 'Pop Out Gas Line P NAL: Post/Beam Struct. San. Bawer Framing '--Bldg.) Peat/Beam Mech. Rain Drain �- Insulation plumb. Plbg. Underfloor Water Line GYp i ach Date Requested, Times �--��-f .--AN PM Address: Builder: G TRE POLLOWINO CORRECTIONS ARE REQUIRED. -- Inspector: -- Date: APPROVED DISAPPROVRD - APPROVED SUBJECT TO A9nVE Call For Reinnp. IMISMCTION NOTICE City of Tigard Building Departmalt 1312S SW Aa11 Blvd. Tigard, Oregon 97223 Inspection LinL (Rec-3 Phone): 639-4175 Business Phone: 639-4171 Inspection: Rooting Plbg. Underslab Koch. Pough-in ppr/Sdw1k Found. Plbg. Top Out Das Line FINAL: Past/Beam Struct. Sari. Sewer Framing -Bldg. Post/Beam Mer_n. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Requestede Time: _--AFI __PM Address: Pormit /: Builder: TRE FOLLOWIN/G- ORRECTIONS ARE REQUIRED: Inspector:_ Date: ---,-APPROVED ---- DISAPPROVED -- APPROVED SUMJRCT TO ABOVE _— _Call For Reinsp. �E'SPECTIO)1 NOTICE City of Tigard Buildijmg nepartment. 13125 SA Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Busineaa Phone: 639-4 1 Inspection:____- - _-- - -- Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbq. Top Out Car Line FINAL: Post:/Beam Struat. San. Sewer Framing -Bldg. Post./Ream Mach. Rain Drain Insulation .-Plumb. Plbg. Underfloor Fater Line Yp-_R�.: -Hoch. Date Requeatedt_ Li Timet AN Addreas: �� Permit #:-W 3 'W Builder.: TRR PoLLOWING CORRECTIONS ARE REQUIREDs Inspectors � ---- nates CJ rAPPROVED DISAPPROVED APPROVED SUBJRCT To ABOVE T _Call For Relnap. INSPECTION NOTICE city of Tigard Building Departaent 13125 BW Ball Blvd. Tigard, Oreyon 97223 Inspection Line (Rec-o-Phone)e 639-4175 Business Phontl 6 /71 inspection:_______ Footing P1 . Underslab � Rough-i Appr/Sdwlk Found. Plbg. "op Out Line FINAL: Post/Beam Struct. San. Sewer Framing -13101g. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line / Gyp. Bd. -Mach. Date Requeeted: — �J �e`�,^/ -_�Y� Times AN - pp Addrean: /� � c,/ �;.wp,�yn %z- y Permit #s� Builder:( (L�S�— /�0 7 Gf C-7 a Z TNM FOLLOWING CORRECTIONS ARE RFQUIREDs Data:—_ // G„• _- fROVPD DISAPPROVED APPROVED SUBJECT TO A __ Call For Reinsp. INSPECTION NOTICE City o1 Tigard ea:il. 1" Departernt 13125 SII aa1' Blvd. Tigard, Orogon 97223 Inspecticn Line (Rec-O-Phone): 639-4175 Buoineaa ?l. ne: G- -41)1 Inapection: Foot In —~� 9 leb RoughAppr/sdwlk Mound. Can Line FINKL: Post/Beam struct. San. Sewer /'Dram.g) --Bldg. Pout/Beam Nech. Rain Drain \ Insulat,ion -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Requestedt,� 2-4E: —Timet All PN A.]da ea•-- �1_�_ LM i Permit Ie_, _ __ THE POLI.OWING CORRECTIONS ARE REQt1IRED: _ 4 Inspector: /fat— to 1�17 r—APPROVED - DISAPPROVEp APPROVED SUBJECT TO ABOVE —_Cell For Reinap. INSp4g.T'ION K ICE /L• '�� City of Tigard Building De,parta mt. 15 SW Ball Blvd. Tigard, Oregon 97223 Inspectic Ane (Roc-O-Phone)z 639-4175 Buciness Phone: 539-4171 Inoptsetion: _ _ _ Frnting ^Plbg. Underalab Mach. Rough- in _ Appr/Sdwlk Found. Gas Linc FINAL: j Post./Ream Struct. San. Sewer Framing -Bldg. Poet/Ream Hoch. Rain Drain Insulation -Plumb. Plbg. underfloor Nater Line Gyp. Sd. -Hoch. Date Requested: Time: 1►H � /pN Address: Builder: TBE FOLLOWING CORRECTIONS ARE REQUIRED: i Y� Inep^ect1ore bate: �[ A?PROVED DISAPPROVED APPROVED !;UBJECf TO ABOVE //� --call For Reinsp. �N�EC'TTr'M PIOTICE City of Tium rd tk l.I d Ing Dep y.tasnt _,/''""� 13125 8W Hall Blvd.. Tigard, Oregon 9722 .,' Inspection Line (Rea-O-Phone): 639--4175 nuairess Phon6: 639-4171 Inspection:----- - ------ -- -� _. -- --_ rooting Plbg. Underalab Hoch. Rough-in Appr/Sdwlk round. P).bg. Top Out Gas Line PINAL: i� `t/Beal 8t Saar. Sower Framing -Bldg. et/Beam M� Rain Drain insulation -Plumb. (Plbg. Underfloor Water line Gyp. ad. -Hach. Date Requested: `J( Z � �. Tlmn: 11M _ P'1 IV 3 Address . C] �[�.C2�..�v. (_ Permit f:- _a14 Builder: TER rOLLOWING CORRECTIONS ARE REQUIRED: S"%cam' r1 r7/// �'o s r Q` ��'g�►-� <c.�-�t�'c�`�Tidv '0q k-2 136TA Inspector: tPPOVTD Dat.e:_APPROVED DISAPPROVED 5UB.?ECT TO ARUVE __Call For Reinsp. �$PEC7ION NOTICE City of Tigard Building Department 13125 BW Hall Blvd. Tigard, Oregon 9722 Inspection Line (Rec-0-Phone)s 639-4175 Business Phone: 639-4171 Inspection:__ Footing Plbq. Undersiab Piech. Rough-in Appr/Sdwlk Found. Plbg. Top out Gas Line FINAI.e Post/Beam Struct. Qan. Framing -Bldq. Post/Beam Mach. in Drain) Insulation -Plumb. Plbg. Underfloor ateGyp. Bd. Nech. Date R"quested: �L ___Times AM PN Address: �V S� qi�+.r/ ` T Permit f:_jy 031 - Builder: --- TELE FOLLOWING CORRECTIONS ARE REQUIRED: Inspoctore - Dates VIC le- PPRO - - APPROVED SUBJECT TO ABOVE _Call For Rsinap. rNSPgcrIo NOTZCfi City of Tigard Building Departbent 13125 aw Hall Bled_ Tigard, Oregon 97223 Inspection Line JRec-O-Phone): 639-4175 Businnus Phone: �4171 Inspect Lon:______ _� —--- --- - -- Footing Plbg. Underelab Mech. Rough-ir Appr/Sdwlk FCsuM Plbg. Top Out Can f.inF. FINAL: Pott/Boas Dtruct. San. Sewer Framtng -Bldg. Post/Boom Moch. Rein Drain Ineulation -Plumb. Plbg. Underfloor Watat I. -no Gyp. Bd. D -Hoch. Date Royuosted:_ _) 1 rt ] Time: c✓�Q �q PM Awl Permit is 11—(-31 Builder: THE FOLLOWING C7JRRECTION3 ARE REQUIRED: Inspector: Dato: �� APPROVED DISAPPROVRD APPROVED SURJEC-P To AS(MM Call For Re` INSPECTION NOTICE City of Tigard Buildinr Departawmt 13125 BO Hall Blvd. Tigard, Oregon 97223 0----/ Inspection Line (Ree-O-Phone): 639-4175 Business Phone? 639 -4171 Inapact ion:,.r��__.��____� _ —_— /Footing Plbg. Iindersl.ab Mach. Rough-in Appr/Sdwlk Plbg. Top Out Gag Line FINALS Poet/Beam Stcuct. San. Sewer Framing .-Bldg. Poet/Ream Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor FWatgr/-Line Gyp. Bd. -Mach. Date Date Requested: CJ r/LP -�y Tim - ` `� PM Addreas:` �_ !� LC1�� n. Permit 1t G builder:_V �(-L �' THE FOLLOWING CORRECTIONS ARE REQUIRED: l _ Inap�cLort__ �� Dates ROVED /Q ROVED DISAPPROVED APPROVED SUBJECT TO ABOVE — Cell For Reinap. MMCCION NOT_ICK City of Tigard Building Department 13125 811 Hall Blvd. Tigard, Oregon 97223 Inspection Lina (Rac-D-Phones 639-4175 Business Phone: 639-4171 Inspections f ^n� Plbg. Underslab Nech. Rough-in Appr/Sdwlk ■bund: Plbg. Top Out Gas Line FINAL, stPost/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Ne<:h. Rein Drain Insulation -Plumb. Plby. Underfloor Nater Line Gyp. Bd. -Mach. Date ReTiest-ed: v 1 4 TjmA= AN Addrebsx X "11 roi fit_, / I B:,.i Lder: THE FOLLONINa OORRlZCPIONS ARE RE(?UIRED:'.. , J 0-C) vu Innpectnr: _ Datee _APPROVFh DISAPPROVED APPROVED SUBJECT TO AROVE _Call For Reinep. CITY OF TIGARD PERMIIT"#. PERMIT : MST94--0314 DATE ISSUED: 08/10/94 COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hell Blvd.Tigard,Oregon :1223.8199 (503)830.4171 PARCEL: 'S 102DD---03300 C I TE ADDRESS). . . - 08 358 SW DEEANN CT SUBDIVISION. . . . % FINLEY PARK ZONING: R-7 BL.00K. . . . . . . . . . : LOT. . . . . . . . . . . . . :017 CLASS OF WORK. . :NEW GARBAGE DISPOSALS. . : 1 'TYPE OF- USE. . . . :SF WASHING MACH. . . . . . . : 1 BACKFLOW PRE vNTRS. . : 1 OCCUPANCY GRP. . :R3 FLOOR DRAINS. . . . . .. . :0 TRAP`~. . . . . . . . . . ., . . . :0 STORIES. . . . . . . . :2 WATER HEATERS. . . . . . : 1 CATCH bASlNS. . . . . . . :0 FIXTURES--- -__-.._._-_.--.- LAUNDRY TRAYS. . . . . . -.0 SF RAIN DRAINS. . . . . : 1 SINKS. . . . . . . . . : 1 GREASE TRAPS. . . . . . . :0 LnVPTORIES. . . . . :4 OTHER FIXTURES. . . . . :0 1UH/SHOWERS. . . . : SEWER LINE (ft ) . . . 10 WATER CLOSETS. . :3 WATER LINE (ft) . . . . ' 100 DISHWHSHERS. . . . . 1 RAIN DRAIN (ft) . . . . :0 Remarks: PATH I UWNER: JAY MILLER TIF 1, 1550. 00 KS 08/10/94 n' 0 BOX 23291 BPRT $ 463. 00 KS 08/10/94 - BPLC $ 50. 00 JF 00/09/94 94--255395 T IGARD OR 97281 85PC $ 23. 15 KS 08/10/94 -- Phone #: 684--7543 SSDC 'F 281. 00 KS 08/11/94 PARK $ 'J00. 0111 KS 08/10/94 Plumbing MPRT $ 43. 50 KS 08/10/94 - MPLC t 10. 88 KS 08/10/94 - Name : �} U; �JJrVU'1 bV�'\ _ Ir15PC • 2. 1.d KS OB/ 11T-/94 - Ad(ir,e s G : __ PPRT t 25. 00 KS 00/10/94 - City : .State :_ _ P5PC $ 11. 25 KS 08/10/94 - Z i 13: -._._-._Phone#: EROS t 6 4. 00 KS OB/ 10/94 - Reg #; _ -___,•_ Additional fees not shown here. . . . . . . . . ------- REQUIRED INSPECTIONS -- - -- This permit is i. s ued subject to the reg - ulations c_corltained in the Tigard P1unici .3al Foot/found Insp Rain drain Insp Code► State of Ore. Specialty Codes anti all Post/Beam Struct Water Line Insp other applicable laws. All work will be done F-'ost/Beam Mechan Appr/Sdvllk Inso in accordance with approved plans. This Pl.m/undsl.ab Insp Mechani,_al F'iral permit will expire if work is not started PLM/Underfloor Plumb Final within 180 days of issuance, or if work is Mechanical Insp Building Final suspended for more than 180 days. Plumb Top Out Erosion Control Framing Insp Crawl Drain I Fireplace Insp _ Gas Line Insp Insulation Insp X �-� .L._6 _ __ w_ Gyp Board Insp Authorized Plumbing Contractor Signature Cal ), for inspection -- 6:39-4175 Contractor Notes: CITY OF TIGARD MASTER PERMIT PERMIT #. . . . . . . : MST94--0.slti COMMUNITY DEVELOPMENT DkFMT,Aj1 VT GATE ISSUED: 08/10/94 13125 5W Hall Blvd.Tigard,Oregon 97223.8199 (503)639.4171 PARCEL. ES 102DD-03300 ai I TL ADDRESS. . . ;; 08: 58 SW GE:EANN CT SUBDIVISION. . . . : FINLEY PARK ZONING: R-7 BLOCK. . . . . . . . . . . L.OT. . . . . . . . . . . . . :017 _.._-.-----------------.._..._.__...______-___._ BUILDING _.___.- -•--------___._____.________..____.___ REISSUE:MST94-•-90'9 i1WELL I NG UNITS: 1. BASEMENT. . . . . . . . :0 s f CLASS OF' WORK. :NEW BEDRMS:3 BATHS:3 GARAGE. . . . . . . . . . ..410 of TYPE OF USE. . . :SF FLOOR AREAS------- .---. REr IUI RED f ----- ) YPF• OF CONST. :5N FIRST. . . . :894 s f LEF T. . :22 ft R I GHT. : 14 ft OCCUPANCY GRP. :R3, SECOND. . . :728 sf FRONT. :2_0 ft REAR. . .-30 ft STORIES. . . . . . . :2 F I NBSMrNT:0 S f REUU I RED--- HIE I GHT. . . . . . . . .22 ft TOTAL---------: 1622 S f SMOKE DETECTORS. :Y FLOOR LOAD. . . . s4P psf VAl.UE . . . . $ a 111550 PARKING SPACES. . s1 Remarks : PATH I _.__.------.----____.________- PLUME;ING I-INKS. . . . . . . . . . : 1 FLOOR DRAINS. . . . :Q1 BACKFLOW PREVNT'RS. . : 1 LAVATORIES. . . . . :4 WATER HEATERS. . . : 1 TRAPS. . . . . . . . . . . . . . :0 TUB/SHOWERS. . . . :2 LAUNDRY TRAYS. . . :0 CATCH BASINS. . . . . . . :0 WATER CLOSETS. . :3 SEWER LINE (ft) . :O GREASE TRAPS. . . . . . . .0 DISHWASHERS. . . . - 1 WATER LINE ( ft ) . : 100 OTHER FIX7URES. . . . _ :0 GARBAGE DISP. . . : I RAIN DRAIN (ft ) . :0 WASHING MACH. . . : 1 SF RAIN URAINS. . : 1 MECHANICAL _- ----------- ___.._._._____-•_--._.._.___..___. FEES FUEL TYPES--•------------- UNIT HTRS. . :0 type amount by date recpt /GAS/ / / VENTS . . . . . :0 TIF $ 1550. 00 KS 08/10/94 -• MAX INPUT:O PTU VENT FANS. . :4 BPRT• $ 463. 00 KS 08/10/94 - FURN ( 100K . . : 1 HOODS. . . . . . : 1 BPLC $ 50. 00 JF 08/09/94 94-255395 FURN ) =100K . . :0 WOODSTOVES. :0 BSPC $ 23. 15 KS 08/10/94 - F1_OOR FURN. . . . :0 CLO DRYERS. : 1 SSDC $ 280- 00 KS 08/10/94 - BOIL/CMP ( 31AP:0 OTHER UNITS: 1 (DART; 1, 50a. 00 KS (OB/10/94 GAS OUTLETS: 1 MPRT 8 43. 50 KS 08/10/94 Owner: ---------- -------- ---- --_--_.______MPI_C $ 10. 88 KS 08/10/94 - JAY MILLER MSPC f 2. 18 KS 08/10/94 - P 0 BOX 23291 PPRT $ 225. 00 KS 08/10:")4 - PSPC $ 11. 25 KS 4".8/10/94 'TIGARD OR 97281 EROS $ 64. 00 KS 08/ 10/94 - Phorie #: 684-7543 ERPC g 220. 80 KS 08/10/94 Contractor: .-.- -.._--------------------------ERPC $ 20. 80 KS 08/10/94 - JAY MILLER F'O BOX 23291 TIGARD OR 972--_91 Phone #: 684--7543-1 Reg #. . 30101 ! 3264. 56 TOTAL This persit is issued subject to the regulations contained in the ----- REQUIRED INSPECTIONS - -- - - Tigard Municipal Code, State of Ore. Specialty Codes and all other Foot/found Insp Fireplace Insp applicable laws. All Mork will be done in accordance with approved Post/Beam Struct Gas Line Insp plans. This persit will expire if work is not started within 188 Post/Beam Meehan Insulation Insp days of issuance, or if work is snsprn d for sore than 1 days. him/undslab Insp Gyp Board Insp / �i' / PLM/Underfloor- Rain drain Insp Per in ittee Si at1.Ar@: _ ±�JJr Mechanical Insp Wate) Line ins.p 1 Plumb Top Out Appr/Sdw1k - vo IsSI-red By : Framing Insp Mechani.ral I i „7 i Call for inspeetim 639-4175 CITY EC.TOF TI GARD SEWER ERMMITION F'E�R COMMUNITY DEVELOPMENT DPP PERMIT #. . . . . . . : SWR9 4-0282 }84�T DATE ISSUED: 08/10/94 13126 SW MaII Blvd.Tigard,Oregon 27223.819§ X503p• 7) PARCEL: 25102DD-03300 SITE ADDRESS. . . : 08358 SW DLEANN CT SUBDIVISION. . . . : FINLEY PARK ;'ONING: R--7 BLOCK. . . . . . . . . . . LOT. . . . . . . . .. . . . . 101-7 "TENANT NAME. . . . . » USA NO. . . . . . . . . . s FIXTURE UNITS. . . » CLASS OF WORK. . . :NEW DWELLING UNITS. . : 1 TYPE OF USE. . . . . :SF NO. OF BUILDINGS: i INSTALL TYPE. . . . :BUSWR 1MPERV SURFACE. . -. : sf IRPmar ks e PATH I J')Y MILLER type amount by date reept P 0 BOX 23291 PRMT t 2200. 00 KS 08/IQ✓94 - INSP $ 35. 00 K5 08/10/94 - 1 I GARD OR 97281 Phone #: 684-7543 Contractor: —_____—_-_._---------------- CONTRACTOR NOT ON FILE ------------------------------------ I"'hone M: $ 2235. 00 TOTAL Rpq 11. . . -- — --- REQUIRED INSPECTIONS This Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency, The permit expires 168 days from the dAtP. issued. 1he tntal amount paid will be forfeited if the rerait expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer s not located at Vie measurement gi,en, the installer shall prospect 3 feet in all directions from Pip distence given. If not so located, the installer shall purchase a "Tap ano Side Sewer" Permit and the Agcy will install 4Jlateral. r~mit:tee Sig att_1re . sl.�Pd by Call for inspection — 639-•4175 CITY TY CIF T I GARD - RECEIPT OF IIH'!MF=;4'T RP-.C.I.I AT NLI. 04-255441 ?55441 CHECK AMl jUN'T a 5449. 5E, NAME: v JAY MILLER BLDG CASH AMOUN f a 16. 00 ADDRESS t PCI BOX 23291 P14YML-.NI llAlk 1 08/1.0/94 50131)1 V 1 S 1 LIN a TIGARI), ORI=UQN 97281-- PURPOSE OF PAYMF-N l AMOUNT PAID PURE OSF—. CIF- 144 Y MF.N l AMIIUN 1 -ON l 0 -x. gU I LD I NC. PERM M81'94--0:314 4E+3. 00 VI_.UMH MF:1,HAN I GAIL PE 43. 50 ST. BUILD PI--H .i6. '�6 AN CHECK FE 10. 88 SEWER USA prlON. -A0 ':.WER INSPECT .35. 00 PARKS RDC 50N. 00 1111414 DRAIN SDC PRO. 00 RESIDENT .IAI_ THPF F"IC, FF:.F F 14:31h. OLA TRANSIT TIF FEES 1.P0. 00 EROSION I.O I RRL. PF RM I T F F.1.. C 4. 00 0. 00 358 SW DEE-'ANN CT h11 VY PARK 1-01 17 i ill AMOUNT PAID - - > 5449. 56 f Residential Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 503 639.4171 Jobelte Address: IXC fim V\ 0 Subdivision: i-�`fT �C� IC Lot#��i Office Use Only Valuation: tN4 Permit#i,LL " f ' Comer Lot? Y Reissue ofFlap Lot? Y "— Map & TL#. Owner: f�I I I JV -- f i Approvals Required TO A f1dress: L �3 2"'11 J -- Planning C 7 C) /�� I —_ Engineering Phone: 23q3 L _—_ Other Contractor: Items BAqjj1rsd Address: — _j - Subcontractors _ Truss Details Phone: �\ Other t.'ontractor's License # (attach copy of current Oregon license) Contact Name & Phone: &A61o� � Subcontractors: Arch itectJEngineer: Kwc"L{ &QlAILYl K _. �A I ' I t � dumbing: �1 V`m✓1 lM tM�1 Vt a, Address: ,IV .Mechanical: _ C� 7 N 1 I a YA _ V i� r ��I _. (attach copy of Curr-nt OR C btractor's License) /�� Phone: /_ O s JOB DESCRIPTION: -- �_._-- _-_- ----._--_- 6jj,j Applicant Signature & Phone number Received by: ___ Date Received: N IWORD COMDE"ESMP w� Permit* Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) z �� Mech. Permi; (MECH) �j '�U - _ 3',71 State Tax (TAX) Bldg: off-3,1 Plumb: Mech: __ Plan Check (PLANCK) Bldg: .S 0 Plumb: Mech:_`�'-- SdRf✓-u 2b 2- Sewer Connection (SWUSA) -7 Sewer Inspection (SWINSP) 3f 3 Parks Dev Charge (PKSDC) _AllowJ L� Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) -3�� 3y Mass Transit TIF (TIF-MT) —L j yv Commercial TIF (TIF-C) Industrial 1 it (TIF-1) _ Institutional "rlF (TIF-IS) Office TIF ',TIF-0) Water Quality (WQUAL) _ Water Quantii}r (WQUANT) Fire District (FIRE) Erosion Cntrl Permit (ERPRMT) _ . L•d (12 v Erosion Planck/USA (ERPLAN) _ 20 Erosion Planck/COT (EROSN) TOTALS: S 5_�® 64- J+ �� CITY OF TIGARD BUILDING DIVISION RESIDENTIAL PLANS SUBMITTAL APPLICANT NAME: V (� M (1�6) �j��r" ��ti1( PLAN CHFCK 0 ADDRESS: ) 3��I � (.c Y PHONE # (OXO— �� ! DATE RECEIVED: RECEIVED BY: CHECKLIST (All iterris 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. [,J [ ] [ ] 5 SITE PLANS (including tax lot and tax map number,easements, erosion contmi provisions, floor elevation of garage and main floor, set backs, drive-way location, north arrow, scale, location and termination of rain drains, corner elevations, and contours if over 15% grade). 3. BUILDING PLANS 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). q. ji]' [ ] ( ] REVISION TO PLANS MUST E� FOLLOWED THROUGH FROM ROOF TO FOUNDATION (detailed sections may be differ:!nt from the originals as a result of your changes. These portions of the structure that are affected the change need to be reflected on the plans. No red line- Al be accepted). 5. FLOOR PLAN(S) 6. FLOOR FRAMING ?. ] TRUSS JOISTS (engineering, details and layouts) ROOF FRAMING PLAN (all hips and valley supports indicated / and detailed). OVER - 9. [ J [ ] ] ROOF TRUSSES (engineering, details and layouts) 10. ( ] [ ] COMPI.ETE CROSS SECTION(S) 11. �['� [ ] [ ] ALL } ELEVA'1;ONS 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 R402.10, revised / alternate method 93-7, or a !ateral design shall be provided! 14. [ ] [ ] [ ] AIL DETAILS REQUIRED BY NO. 13 ABOVE SHALL BE INCORPORATED INTO THE PLANS. (Attachments must be dearly legible and fully referenced in the plans). 15. ( ( ( ] [ ] BEAM CAI CULATIONS (a'I bearns ovPr 10 ft. in length or any beam that supports a point load). 16. (=j [ J [ ] ENERGY CODE PATH IDENTIFIED DO NOT MAKE CORRECTION IN RED RED WILL ONLY CAUSE DELAYS bk.sue,N CITY OF TIGARD RECEIPT OF PAYMENT RI:CEIPl' NO. s 9k— 5'5:395 *IECK AMOUNT r 50. 00 NAME w JAY MILLER CASH AMOUNT a 0. 00 ADDRESS t PO BOX 23291 PAYMENT' DATE a 0A/09/94 SUBDIVISION TIBARD, OKEGON 97261— PURPOSE OF PAYMENT AMOUNT PAIN OF PAYMV-NI WOUN"T PA 11) PI-AN CHECK FE 8-16R r-jo. 00 li,'358 SW OPEEHNN CT F lNL+Y PPRK 1-07' 17 IOVAL AMOUNT PAID 50. 011) CITY OF TIGARD ' J. Gas Line - (10 PSI test). � _ 11. Provide positive water drainage from crawl space by installing crawl space and foundation drains 19. provide an approved sill sealer br.i:veen the wall and foundation where the foundation wall encloses BUILDING DEPARTMENT sloped for gravity drainage and extending to a storm sewer, street gutter, road ditch or other a heated space. Sec 5303(e)2. RESIDENTIAL CHECKLIST K. Insulation approved drainage way a minimum of 10 feet away from building. Sump pumps and dry wells not. i permitted without special design and approval by this office. (Sec R-311.4). DECAY AND TERMITE PROTECTION Owner's Name______,____.___ _ _ Date .. _ _ Permit# __ L. Gyp Board ' Phone#___ Plans Checked by ___� 12. Footing sizes shall be as follows: Fig. R-S03: These footing sizes are based on an allowable soil 20_ The following locations require the use of decay-resistant or pressure treated wood: Sec R-309. M. Building Sewer - (water test required). presslrre of 2,000 psf. On soil with a lower allowable soil pressure(i.e. sandj or clayey soils), footing THIS LIST SHALL REMAIN ATTACHED TO THE PLANS AND BECOME APART OF TPEM ALL sizes shall be designed by an Oregon registered engineer. A. In the crawl space, wood joists with less than 18" clearaneo and wood girders with less than ITEMS ON THIS LIST ARE APPLICABLE CODE REQUIREMENTS. PLANS ARE NOT TO 1.F. N Rain drain, crawl space drain. 12" clearance to exposed earth. CHANGED WITHOUT AUTHORIZATION FROM THE ABOVE OFFICE. A. One story -12" x 6"; B. Two story - 15" x 6"; C. Three story - 18" x 6"; minimum bottom of O. ater line. footings depth below original and finished grade; one story building 12"; two story 18"; three B. All sills which rest on concrete or masonry exterior walls and are less than 8' from exposed Notice: Thi,,; list is based on the State of Oregon 1993 Ed One and '1-.vo Family Dwelling story 24". Fig R-303. Specialty Code. Liberties have been taken with Cu..: language for sake of brevity and P. City approach and sidewalk (Engineering Dept.) (3500 PSI Concrete Req). ground. readability. If exact code text is required, see referenced code sections. 13. Foundation plates shall be bolted to the foundation with minimum 1/2"x 10" bolts embedded at least C. Sills and sleepers on a concrete or ,nasonry slab which is in direct contact wirh the ground. Q. Final (prior to occupancy). 7" into concrete or reinforced masonry and spaced not more than 6' anart with a minimum of 2 bolts GENERALwith one bolt within 12" of each end of each piece 5. Separate permits are required for electrical, water meter, and sewer. per P piece. Figure R-303. D. The ends of wood girders entering exterior masonry or concrete walls having clearances o 1. These plans are required to be on the job site available to the construction inspector during all 14. A. Drains shall be provided around all cone or masonry foundations enclosing habitable or less than 1/2" on tops, sides, and ends. inspections. FOUNDATION usable spaces located below grade (except where the foundation is installed in well drained E. Wood siding, sheathing and wall framing on tie exterior of a building having E. clearance of ground or sand-gravel mixture soils). Sec R-305.1. less than 6" from the ground. 2. The City does not provide engineering services. Although every effort has been made to assist in 6. The building is required to be a minimum of 5' from *property lines and 10' from adjacent buildings. assuring the design is structurally adequate, the responsibility to assare structural adequacy rests Note: If your building is closer than these distances, contact the above office, exceptions exist B. Rain drains shall extend to approved storm drain system (inspection required). Sec R-701.3. with the building designer. Engineering calculations may be submitted for review in lieu of any Contact the local planning department to verify their minimum clearances. Must provide gravity drainage to as approved location. tDry wells and sump pump not F• Wood structural members supporting moisture-permeable n less floors d roofs which are exposed to the weather, such as concrete or masonry labs, unless separatPa from such floors or r oofs structural changes noted on the plans. permitted without special approval). Refer to subdivision plans for location of ar.nroved by an impervious moisture barrier. 7. The finish grade shall slope away from foundation walls(or sidewalks adjacent to foundation walls) drainage system servicing the lot. 3. Post house address numbers prior to calling for first inspections. Prior to final inspection, post a minimum of 6" within the first 10', except as restricted by lot lines where the fall will be a be large enough to read from street. minimum of G" regardless of the horizontal distance available. Sec R-301.3. 15. Dam roofin shall be installed as follows: Sec R-306. G. All wood in contact with the ground and which supports permanent structures intended for permanent house address numbers. Numbers must g g PP g human occupancy shall be approved wood suitable for ground contact use. 4. Inspections are required at the following intervals: 8. Concrete shall have the following minimum compressive strength: Sec R-302.2. Concrete in items A. Masonry foundation walls enclosing basements shall be dampproofed by applying not less H. Posts, poles and columns supporting permanent stnictures intended for human u,xupanc• `a' and `b' shall be air entrained when subject to freezing during construction and all concrete in than 3/8" of portland cement parging to the wall from footing to finish grade. The parging which are embedded in concrete in direct contact with the ground or embedded in concret s A. Erosion Control - All required erosion control must he in place before ANY other inspection items `c' and `d' shall be air entrained. Total air content shall be not less than 50/v or more than 7%. shall be covered with a coat of approved bituminous material applied at the recommended exposed to the weather shall be approved pressure treated wood suitable for ground contact ran be made. rate. For habitable rooms see item `C'. A. Basement walls and foundations not exposed to the weather - 2500 PSI. use. B. Footing - (Prior to pouring concret ., locate property lines). B. Concrete construction enclosing basements shall be dampproofed by applying a coat of 21. Column bases shall be protected against decay or corrosion except when approved treated wood is B. Basement slabs and interior slabs on grade (except garage floor) - 2500 PSI. approved bituminous material to the wall from the footing to the finish grade at the used, except basement posts or columns supported by piers projecting 2" above the finch floor an C. Foundation Wall - 3000 PSI concrete: Walls over 4 feet high require reinforcing steel; Walls recommended rate. For habitable rooms see item `C'. separated by approved impervious barrier. Sec R-308.1. 8 feet high or higher need engineering. See Table R-304.3b for reinforcing requireme:its. C. Foundation or basement walls or other vertical walls exposed to the weather -3,000 PSI. Need plans stamped by Structural Engineer. C. Foundation calls of habitable rooms below grade shall be waterproofed with membranes 22. !'.il surfaces (inside and outside) of steel columns shad be given a shop coat of rust-inhibitive paint D. Garages floor slabs - 3,000 PSI. extending from the edge of the footing to the finish grade line. The membrane shall consist D. Post & Beam - Prior to decking (occludes underfloor plumb and mechanical). (Underfloor or the equivalent, except for corrosion resistair,t steel and steel treated with coatings to provide of either 2-ply hot-mopped felts, 6-mil PVC, 55-Ib roof roofing or equivalent material. The corrosion resistance. Sec R-308.1. insulation must be kept dry. May be installed after roof has been placed). E. Carport slabs, porches, and setps exposed to the weather - 3,500 PSI. laps it a waterproofing membrane shall be sealed and firmly -"fixed to the wall. E. Underslab Plumbing - (water test required). 9. Footings and foundations shall be constructed of m,_-Wiry, cone or app treated wood. Exterior 16. Foundation ventilation requires 1 sq ft per 150 sq ft of underfloor area. At least one vent shall be FLOORS footings, columns and piers shall extend below the frost line, which is a minimum of 12" below within 3' of each corner. Note: The area may be reduced to 1/1500 of the underfloor area where the 23. All load-bearing dimension lumber is required to be identified by a grade mark or certificate of F. Concrete Slab - (ander living area) after placement of vapor Larrier and insulation. grade. ground surface is treated with an approved vapor barrier material and one such ventilation opening inspection issued by an approved agency. Sec R-1302.1. Unless noted otherwise on the plans, all ll d Fis within 3' of each corner of the building. Sec R-311.1. structural lumber is assumed to be: Joists, rafters and beams up to 4" thick - Douglas Fir #2 or . Foundation was shall extend at above e finished de. Sec R-304.2. Foundation walls G. Plumbing top out 10ll dt least 8" bthihd t� better; Beams, posts and timbers greater than 4" in thickness - Douglas Fir #1 or better. If other shall be constructed as specified in Tables R-304.3a(where unstable soil or groundwater conditions 17. Provide a minimum 18" x 24" access opening to underfloor crawl spatia. Sec R-311.2. lumber is to be used,advise this office. Note: Construction,Standard and Utility are not equivalent H. Framing-prior to insulation(after plumbing and electrical)and including mechanical rough- do not exist) or "fable R-304.3b. If soil is in question whether or not it is unstable, a soils analysis to 1, 2 & 3. Joists, rafters, headers and beams are all assumed to be installed on edge. in. by a registered professional engineer may be required. Note that sandy soil is considered to be i8. Provide ground cover of 6 mil black polyethylene or equivalent lapped 12" at all joints and turned unstable, requiring the use of Table R-304.3b. Any design deviating from these tables will be 12" up the foundation wall in crawl space. Sec R-306.2. Provide either 55 lb roll roofing,6 mil black ; " I. Fire>>lace - at throat and top out. required to be designed by a registered engineer, polyethylene over 2" clean sand or other approved vapor-barrier under concrete slabs. Sec 5303(f)5. 8358 SVA/Deeann Court 8358 SW Deeann Court 8358 S`.N Deeann Court 8358 SW Deeann Cour, 1 of 35 2 of 35 3 of 35 4 of 35 24. Plywood floor sheathing shall have a minimum panel ID #32/16 for jr ists 16" o.c. and 48/24 for joistsg4, Asphalt-saturated felt or other approved material shall be applied over studs or exterior wall 44. Provide truss engineering to this office prior to the framing inspection. Trusses shall not be altered B. Asbestos-cement shingles - 3-12. 24" o.c. For spans exceeding 2', approved T&G 1 1/8" plywood or 2" T&G floor decking is required. sheathing of exterior walls. Sec R-503.7. without written approval of an architect or engineer. licensed in Oregon. Homemade trusses may Plywood is required , be installed perpendicular to supports. Sec R-602.2,. not be used unless a design is provided by an Oregon licensed arch or eng. Lateral bracing noted C. Metal shingles - 3-12. 35. All exterior walls shall be provided lateral bracing at each end and every 25 feet of wa!1 length by on the truss engineering must be installed. Sec R-702.9. 25. Floor joists shall have 2" thick solid blocking the full depth of the joist at each support except where orae of the following methods: Sec R-402.10. The 1st story of a 3 story building may only use item D. Tile, clay or concrete shingles - 3-12. both ends of the joists are nailed to a header, band or rim joist or adjoining stud. Joists having a ,L. 45. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the depth-to-thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally underside of roof rafters shall have cross ventilation for each separate space by ventilating openings E. Wood shi igles or shakes - 4-12, unless installed over an underlayment of not less than one by solid blocking, diagonal bridging or a 1 x 3 bridging nailed to the bottom of the joist at intervals A. 1 x 4 let in diagonal braces between 450 and 600 from tae horizontal; protected against the entrance of rain or snow. The net free ventilating area shall be 1/150 of the ply of No. 15 felt (shingles) or No. 30 felt (shakes). not exceeding 10'. Sec R-602.4. area of the space or 1/300, provided at least 50% of the required vents are in the upper portion of B. Approved metal strap devices installed in accordance with the manufacturer's specifications. the area at least 3' above cave or cornice vents with the balance provided by eave or cornice vents 58. All joists and rafters shall have solid blocking at all 'sparing points, full depth of member. Use of 26. Floor joists shall have a bearing of not less thar 1 1/2" on wood or metal and 3" on masonry. Sec or the ventilation may be V300 if a 1 perm vapor barrier is installed on the warm side of the ceiling. blocking one size(in width)smaller than rafter on vault ceiling to maintain ventilation is acceptable. R-602.3. C. Approved structural sheathing. i.e. plywood, waferwood, etc. Braced panels must be a Sec R-707. Sec R-602.4. 27. Holes bored in joists shall not be within 2" of the top or bottom of the joist and the diameter shall minimum of 4' in width. 46. Attic spaces having 30" or greater ver•ticai clear height are required a minimum 22" x 30" attic 59. The framing details required in this subsection apply to roofs having a minimum slope of 3:12 or not exceed 1/3 the depth of the joists. Notches in the top or bottom of the joists shall not exceed 1/6 36. All openings in bearing walls shall be provided with adequate headers. Header sizes are required access. Sec R-708. greater. When the roof slope is less than 3:12, members supporting rafters and ceiling joists such the depth nor be located in the middle 1/3 of the span. Sec R-602.6 & R-602.5. to be as noted on the plan. Sec R-402.6. ras ridge board, hips and valleys shall be designed as beams. 47. Plywood roof sheathing shall not exceed the allowable spas indicated by the panel ID # located on 28. Joist under and parallel to bearing partitions shall be doubled or a beam of equivalent size used. 37. Approved weather-resistive exterior siding material is required. Sec R-503.6. T-1-11 siding without the panel and shall comply with Table R-606.1a. INTERIOR Openings in floor framing shall be framed with a header and doubled trimmer joists. For openings an approved subsidiiig cannot be used with stud spacing exceeding 16" o.c. unless it is labelled not exceeding 4', the header joist may be the same size as the floor joist. When the header joie span accordingly. 48. Plywood roof sheathing shall be bonded with ext glue where the underside is exposed. Sec R-703.1. 60. Dwelling units in two-family dwellings shall be separated from each other by wall and/or floor exceeds 4', the header joists shall be doubled and of sufficient cross-section to support the floor joist assemblies of not less than one-hour fire-resistive construction. The separation shall extend to and framing into the header. Sec R-602.8. Approved hangers shall be used for the header joist to 38. Nails used to attach siding shall be corrosion resistant. Sec R-503.10. 49. Where not parallel to and tied to adjacent ceiling joists, rafters shall be tied with a rafter tie located be tight against the exterior walls and to the underside of the roof sheathing. Sec R-218. trimmer joists connections when the header joist span exceeds 6'. Sec R-602.8. If supporting heavy as near the plate as practical. Rafter ties shall be spaced not more than 4' o.c. If rafters are not loads, or the joists have an excessive span, additional supports may be required. Note remarks on 39. Approved corrosion-resistive flashings shall be provided at top and sides of all exterior window and adequately tied, a ridge beam will be required. Rafters shall be framed to minimum 1" ridge board 61. In all habitable rooms (living room, dining room, kitchen, bedrooms, family room, etc), provide the plan. , door openings in such a manner as to be leakproof, except that self-,flashing windows having a or to each other with gusset plates as a tie. Sec R-702.2. natural light and ventilation by means of windows equal to 8% of the room area, 1/2 of which shall continuous lap of not less than 1 1/8" over the sheathing material around the perimeter of the be openable. In lieu of openable exterior openings for ventilation, a mechanical ventilating system 29. Concrete slabs shall be constructed with control joints having a depth of at least 114 the slab opening, including corners, do not require additional flashing. Similar flashings shall be installed 50. Valley and hip rafters not less than 2" nominal thickness and not less in depth than the cut end of providing two air changes per hour may be provided. Sec 11-202.1. thickness. Joints shall be spaced at intervals not more than 30' in each direction and slabs not at the intersection of chimneys or other masonry construction, with frame walls, under and at the the rafters shall be provided. At valleys, install a 2x laid flat -.ruder the full cut dimension of the rectangular in shape small have control joints across the slab at points of offset, if offset exceeds 10'. ends of masonry,wood or metal copings and sills;continuously above all projecting wood triin at wall rafters. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or 62. Provide mech ventilation capable of providing five air changes per hour in bathrooms and utility If welded wire fabric or equivalent is provided, control joints are not required. Sec R-603.1. and roof intersections; under buiit-in gutters; at junction of chimneys and roofs; in all roof valleys be designed to carry and distribute the specific load -t that point. Sec R-702.2. rooms or openable exterior openings with an area not less 3 sq ft, Ocie-half of which must be and around all roof openings. openable. Exhaust must be vented directly to the outside. Sec R-203.3. 30. Fill material under slabs shall be compacted to assure uniform support and shall not exceed 24" for 51. Trusses and rafters are required to be anchored to the wall by approved. anchors on at least every clean sand or gravel and 8' for earth. A 4" base course consisting of clean graded sand, gravel or 40. Foundation cripple walls shall be framed or studs with a minimum length of 14", or shall be framed other truss or rafter. R-702.9 63. At least one side-hinged exit door not less than 3' x 6'8" shall be provided from the residence. The crushed stone passing a 2" sieve and retained on a 1/4" sieve shall be laced on the prepared minimum width of a hallway or exit access is 3'. Sec R-211. P t; P P P of solid blocking. Sec R-402.9. 52. Rafters, ceilin oists, find trusses shall be supported laterally at bearer points b solid blocking to subgxade when the slab is below grade. Sec K-603.2. gj PP Y g P Y g 41. Maximum diameter of holes bored in bearing wall studs is 40% (60% in interior non-bearing or prevent rotation and lateral displacement. Sec R-702.7 64. A minimum 3' x T landing is required on each side of an egress door except at the top of an interior 31. Garage floor slabs are required to slope toward the vehicle entry door. Sec R-209.3. exterior studs or bearing studs if studs are doubled and not more than two successive studs are flight of stairs, provided the door does not swing over the stairs. The floor or landing shall be not bored). Maximum notching in bearing,wall studs is 25%(40%in non-bearing partitions). When sills 53. The roof covering is not shown. The roofing material must be an approved material installed as more than 1 1/2"lower than the toTA of the threshold,except the landing at the exterior of an exterior 32. Garage floors built above supporting grade shall be designed by an engineer. or plates of exterior walls are cut for pipes by more than 50% of its width, the plate shall be specified in Chapter 8. doorway shall not be more than �'3 1/2" below the top of the threshold. Sec R-212. reinforced.with 24 gauge steel angle or other equivalent support spanning the distance between the WALLS appropriate d. studs. Sec steel 5 & 8or 5.1. 54. All nails and staples used to fasten roof coverings shall be corrosion resistant. 65. All sleeping rooms shall have at least one exterior door or operable window approved for emergency 2 r Sec R-801.2. egress or rescmi. The units must be operable from the inside to a full clear opening without trie use 33. Firestopping is require' •n the following locations: Sec R-402.7. 42. Bearing partitions perpendicular to joists shell not be offset from supporting girders, walls or of separate tools. Egress windows are required to have a minimum net clear opening Neigh. of 24" partitions more than the joist depth. Joists under and parallel to bearing partition shall be doubled. 55. Appropriate valley flashing is required for all roof coverings. R-803.5 and a minimum net clear opening width of 20" and minimum net clear opening area of 5.7 sq ft A. In concealed space of stud walls, including furred spaces, at the ceiling and floor levels. (except grade floor windows not more than 44" above or below the exterior finish grade may have ROOF & CEILING 56. Wood shakes shall be certified and. labelled No 1 grade. UBC Std 32-8. a minimum net clear opening area of 5 sq A). The sill height may not be more than 44" from the ' B. At all interconnections beOree,r concealed vertical and horizontal spaces such as occur at floor. Sec R-210.2. soffits, drop ceilings, cove ceilings etc. 43. The roof shall be designed to sustain dead loads plus live loads. Sec R-201. The roof snow load is 57. Roof covering may not be installed on roof's having a pitch less than the following: Sec R-803 - R-810. 66. Any addition to a dwelling shall not be adjacent to, block or preclude the use of existing required 25 PSF based on an elevation of not over 400 ft. • C. In concealed spaces between stair stringers at the top and bottom of the run. emergency egress windows from sleeping rooms. A. Composition shingles -2-12; If less than 4-12, the installation must comply with Sec R-803.3. : D. In openings around vents, pipes, ducts, chimneys and fireplaces at ceiling and floor levels. 8358 SW Deeann 1Cuult 8358 SW Deeann Court 8358 SW Deeann Court 8358 SW Deeann Court 8 of 35 6 of 35 7 of 35 5of35 08/20/96 INCH CI �MACE IN ! I�I�I� IIt�l�l I I�I�I ,III ,� II�I I � I �I�i� l�l�l I I � I �I� I�I �I�I I I� I�I�I �I �I�I i ill�l;l �l�lll I I�I �I �III�I�I I i� I�I�III�l �ltl I I�I�III�I�I�I I�I �I�I�I�I�I� � �laliliiiiiiiiiliiii�iuiliiiiiliiill�iiiiii,lliiililliliitiiiiiillililll�illlli�lliilliilllllillilillliil��i►��;�iiiiilliiiliiiiliiiiliinliiiiliiii'Iliiiliiiilnilliiiilliilliiiilniilinlliiiilil�ilinililiillii111iiilnillunliniliinlinillniiniilnlllillilnllilillliiulniillull�lnluliln lot g j H. Slab Floor Edge. R-15. Insulation must be planed from the top of the slab down 24" or from appliance. Air may be taken from outside, craw? space or other approved vented space except 67. Stairways are required an 8 1/4" maximum rise and 9" mill run. Stairs having 3 or more risers B. All fixed glazing panels exceeding 9 sq ft and within 18" of the flour. In lieu of safetyglazing, he laced panels may be protected with a horiwntal member not less than 1 1/2" in width the top down to the bottom of the slab and horizontally back under the slab for a total of 24". garage. UBC 3707(I) (minimum 6 square inches free opening or other approved means). Flue require a handrail. Handrails are required to be 30-34 in height above the nosing of the treads and t g P Y P shall be continuous the full length of the stair. Ends shall be returned or shall terminate in newel when located 24" - 36" above the walking surfaces. For monolithic slabs, insulation must extend from the top of the slab down to the bottom of cleanout openings to be provided.. Sec M-1501.! the thickened edge. Above grade protection must be provided for insulation installed on the posts or safety terminals. The handgrip portion of the handrails shall be not more than 2 5/8" in d unheated spaces 8g. cross-sectional dimension, or the shape shall provide an equivalent gripping surface. It shall have C. Operable or inoperable glazing within 24" of any door whose bottom edge is less than 60" exterior side of the slab. All slab edges at junctures between heated anHearths shall extend a minimum 18"beyond the firebox opening for a minimum 8"beyond each side. a smooth surface with no sharp corners. Open sides of stairs with a total rise of more than 30" above the floor. must be insulated. Sec R 903.6. above the floor or grade below shall have a guardrail as specified below. The min headroom clearance is 6'8" measured from the nosing of the treads. The min stairway width is 3'. Sec R-213 76. Attached garages are required the following minimum fire-protection. Sec R-209. I. Forced Air Ducts. it-8 in all unheated areas. 90. Dry.r exhaust must terminate outside. Maximum length` from dryer to exhaust with a reduction of 2.5 ft for each 45° bend and 5 ft reduction for each 90° bend. Sec M-1904.3&2. & 214.1. Enclosed accessible space under stairs shall have walls and soffits protected on enclosed side with 1/2" gypsum board. Sec R-210.3. A. Openings from a garage directly into a sleeping room are not permitted. 78. Recess fixtures are required to be "IC" rated. Sec 5303(a)3. 91. No fuel gas line or plumbing clean out may be located in underfloor plenum. Sec M-1102.3. 68. Porches, balconies, open sides of stairways or raised floor surfaces located more than 30" above the B. Openings between a garage and residence shall be equipped with solid wood doors not less 79. Insulation facings, such as vapor barriers, shall not be exposed in the attic, crawl space or any, other area unless the flame-spread of the facing material is 25 or less and smoke density is nrt greater 92. Call Engineering Department for inspection of driveway and apron before placing concrete to ensure floor or grade below shall have guardrails not less than 36" in height. Required guardrails shall than 1 3/t1" in thickness. have intermediate rails such that a 4" diameter sphere cannot pass through. Sec R-214.2. than 450. Sec R-217.2. that City standards are met. C. The garage shall be completely separated from the residence and its attic area by means of 69. Smoke detectors shall be installed outside of each separate sleeping area in the immediate vicinity 1/2" gypsum board or equivalent applied to the garage side. Any structural members 80. If elastic foam insulation is exposed, it shall be approved to be exposed or shall be protected as 93. All new homes shall be provided with a hard surface driveway of asphalt or concrete, from the street 0 of the dwelling, including baseme:,ts. iu dwellings supporting a horizontal separation must be similarly protected. re.auired in Sec R-216.1. to the garage or carport. Hard surface driveways shall be provided where additions or alteration. of the bedrooms and on each additional story g, g PP are made to a garage or carport, and the property is not provided with a hard surface driveway. with split levels, a smoke detector need be installed only on the upper level unless there is a door separating the levels, in which case a detector is required on both levels. All detecto:•s shall be D. Garage and carport floors shall be an approved noncombustible material. The vehicular 81. Exterior walls and floors(except concrete slab floors):haU 'rave a warm side vapor barrier of 1 perm Driveway(s) for a flag lot shall conform with the following: (18.108.0?0 C.D. ). connected to a sounding device or other detectors to provide, when actuated, 3n alarm which will. parking area shall be sloped toward the main vehicle entry doorway. dry cup rail.^_c or less. In all exterior ceilings without an attic space above, an approved vapor be audible in all sleeping areas. In new construction, required smoke detector: shall receive their barrier having a X3.5 perm cup rating or less shall be installed on the warm side of the insulation. 1 unit minimum 15 ft wide easement with 10 ft wide hard surface. primary power from the building wiring when such wiring is served from a „ommercial source. INSULATION Flanges shall be I ipped at the framing members. Sec 5303(f). 2 unit minin.um 25 ft wide easement with 20 ft wide hard surface. Wiring shall be permanent and without a disconnected switch other than those required for - overcurrent protection. Sec R-215. 77. The State of Oregon has adopted a residential energy code allowing for selection of one of nine prescriptive insulation paths, providing the homeowner or builder,options for sun tempered MECHANICAL., PLUMBING, ELECTRICAL , 3-6 unit m�nirnum 3Q ft wide easement with 24 ft wide hard surfpce with curb and sidewalk. 70. For any addition or alteration requiring a building permit, the entire buiiding shall be provided with situations, limited house size, log homes, variables in insulation in specific locations etc. Path #1 nd all elect � cost-effectiveness, while the other paths are based on energy equivalence with path 82. Appliances generating a glow, ,;park or flame arical outlets installed in a garage shall be 94. Where required, public sidewalks and driveway approaches shall be installed prior to occupancy smoke detectors located as required above for new buildings. Smoke detectors installed under this was based on cost of ectivenes , age shall be protected against damage by approval. No portion provision may be battery operated. Sec R-215.2. 1. Unless specific information is received outlining the path followed and specific insulation elevated 18" above the floor. Appliances installed in a garany driveway approach, including the end slopes, shall be Located closer • standards met, this office will review the building for conformance with path 1. The following vehicles. Sec M-1006.3 & NEC Article 500. than 30' (o an intersectting street right-of--way lite. TMC 15.04.080. 71. Habitable space is required a ceiling height of T6". Kitchens, halls and bathrooms n ay have f. specific standards are applicable for path 1: ceiling height of T measured to the lowest projecting element. Beams spaced not less ;,ban 4' o.c. � 83. If a range hood is provided, it shall be vented to the outside by asingle-wall pipe having a clearance 95. Any wok done in public right-of--way requires a permit from the Engineering Department(r.e. any g may project not more than 6" below the required ceiling height. Where the cei'ing slopes, the A. Windows. Class 40. All windows must be labelled showing the class. Site built windows are of 1" from combustible materials. Self venting ranges or unvented hoods shall be installed in work. done beyond property line, excavation, construction, or improvement). minimum height must be maintained in 1/2 the room. Furred ceilings must be not less than 7' in not permissible under this path. accordance wi;h their listing. Metal screws or other fastening which extend into dryer ducts are not height and the required ceiling height of 7 6" must be maintained in at least 1/2 ti,e room. Ceiling permitted. Sec M-1901. 96. Footing, foundation, or other support items shall not encroach into any easement. heights in basements without habitable spaces may be not less than 6'8" except f,)r obstructions B. Doors. Main entry door (max 24 sq ft) U = .54; o her doors U = .20. Documentation must 84. Wood stoves must be installed LAW their installation instructions and must be labelled indicating 97. Hours of work shall be 7 a.m. to 9 p.m. Monday through Friday, from 8 a.m. to 8 p.m. on Saturday, where the clear height shall be 6'4". Sec R-205. be provided showing the appropriate U value. they meet DEQ/EPA emission requirements. Wood stoves installed in an alcove must be specifically and from 9 a.m. to 9 p.m. on Sunday. 72. The center line of water closets shall be not less than 15" from adjacent walls or partitions. Sec P- C. Wall Insulation. R-21. Advanced framing R.19 may be substituted. approved for such installation. 98. Cuts and/or fills made during wnstruction shall be graded at a maximum of 2:1 slope. 2305. A minimum 21" clear is required in front of water closets. Fig R-207.2. D. Underfloor Insulation. R-25. Foundation perimeter insulation may NOT be substituted for 85. Fireplaces and masonry chimneys shall be installed IAW Chapter 9. A minimum 2" clearance to 73. Shower compartments shali have at least 900 sq in of floor area and be of sufficient size to inscribe the underfloor insulation. combustible wood framing is required. Applicable Sections of Chapter 9 are attached. 99. Install Gypsum wallboard behind and a}ove furnaces and water heaters prior to setting units. a circle with a diameter not less than 30". 2.5 gallons per minute showerhead is required E. Ceilings. Flat ceilings R-38;vaulted ceilings (ceiling pitch 2-12 or greater) R-30, except that 86. Warm air furnaces shall not be located under a stairway. Sec M-1101.2.1 100. Minimum 3" diameter building sewer required. 74. The wall area above built-in tubs having installed shower heads and in shower compartments shall vaulted areas less than 150 sq ft total area may be R-21. SLOPE be finished with a smooth, hard and nonabsorbent surface to a height of not less than 6' above the 97. Metal chimneys shall be anchored at ceiling or roof line. Locking bands to be provided at all jousts shall terminate no less than 2'above the roof opening nor less than floor. Sec P-2313.1 & R-502.6. F. Skylights. Class 50. Skylight area may not exceed 296 of the roof area. Except Class 40 above roof line. Metal chimneys within 10'. Factory-built(listed) metal chimneys may terminate 2' 101. 0% < SLOPE < 15% No contours needed skylights are unlimited in area. 2'above any part of the building above the roof opening and 2' above any part of the building within 10'. Table R-903.1. 15% < SLOPE < 33-1/3% Contours needed 75. Glazing in the following locations is required to be safety glazing. Sec R-208.3. G. Basement Walls. R-21 extending from the bottom of the above-grade subfloor to the top of 33-1/3% < SLOPE < 509'o Contours need soils report and comply with Chapter 29 UB Section A. Glazing in shower and bathtub doors and enclosures. the below grade finished floor. 88• Each fiiel burning masonry fireplace, factory built fireplace, or factory built stove shall be equipped 2907(d) with an outside air inlet capable of supplying sufficient air for proper combustion. The air inlet may SLOPE > 50% Not allowed without special approval. be directly into the combustion chamber or may be through the floor or wall within 24" of the w0ra\comdev\fnsvect 8358 SW Deeann Court 8358 SW Deeann Court 8358 SW Deeann Court 8358 SW Deeann Court 9 of 35 10 of 35 11 of 35 12 of 35 GENERAL NOTES • 1 1. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR 1 . ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED OF THE UNIFORf1 FRAMING NOTES PLY MALL u RCCF SHEATHING 8D @ 6' EDGE NAIL SD @ 12' INTERIOR PROTECTED WITH 55" ROLL ROOFING. BUILDING CODE AND ANY APPLICABLE STATE, COUIN7, Y OR. LOCAL REGULATIONS. OPENINGS AND BEARING WALL OPENINGS TO HAVE 4X TOP PL. AT INTERSECTIONS 2- 16D FACE NAIL I . ALL EXTERIOR WALL 0 E GS f'IULTIPLE JOISTS (UP TO 3) 16D @ 15' STAGGER NAIL 12. BEAM POCKETS IN CONCRETE TO HAVE 1 /2 " AIRSPACE AT SIDES AND r � E 12 HEADERS UNLESS OTHERWISE INDICATED. IF BUILDING BUILT 'ill 1•H 88 MULTIPLE JOISTS (OVER 3) I /2"BOLTS �rJ/�NASHEP,S ENDS WITH A MINIMUM BEARING OF 3". �. THE CONTRACTOR la RESPONSIBLE TO CHLCK 'THE PLANS AND SI- E CONDITIONS AND TO NOTIFY THE DESIGNER OF ANY ERRORS OR OMISSIONS 5/8" STUDS USE 4 X cA. 8 HDERS UNLESS OTHERWISE NOTED OPJ THE PLAN. EA. SIDE @ 24' O.C. 1 X. 6 SPACED SHEATHItJG 2-8D FACE NAIL 13, PROVIDE CRAWLSPACE DRAIN AS PER SEC. 2910 OF UBC. PRIOR TO THE START OF CONSTRUCTION. ? JOISTS THAT ARE ATTACHED TO FLUSH EEANIS ARE TO BE HUNIG WITH _� �,, � � "SIt�1P50N" U-21 U OR EOUI V 14. WATERPROOF BASEf1ENT WALLS BEFORE BACKFILLING PROVIDING A4"* 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVLr; ��ALEU DIMENSIONS FOUNDATION NOTES PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTING (SEE BUILDING `-5 PSF (LIVE LOAD) 3. PROVIDE DOUBLE JOISTS UNDER AL: P��RALLEL PARTITIONS OVER SECTIONS). 4. DESIGN LOADS: ROOF 1 FLOOR 40 PSF 4. PROVIDE F;REBLOCh:ING, DRAFTSTOPS & FIRESTOPS AS PER THE U.B C. SEC. 1 . FOOTINGS .ARE TMJ BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY MISCELLANEOUS NOTES STAIRS 100 PSF ' ORGANIC t"1ATERIr'_ -,*0 STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED S 16F GARAGE FLOOR 50 PSF (2000 PT) DEPTH fELO`w THE �IrJAL GRAFIE. 1. EAc;H BEDROOf�I TO HAVE A MINIt1UM WINDOW OPENING OF 5.7 Std FT. WITH DECKS 60 PSF 5. LUf"1BER `�=ECiES. - � � T _ - �, - 2. SOIL BEARING � �ESSUP,E ASaUf1ED TO BE 2000 PSF. A MIN. WIDTH OF 20" AND A SILL LESS THAN 44" OFF THE FLOOR. (IF YOUR, LOCAL AREA REQUIRES DIFFERENT DEIGN LUAUS CONSUL A, POTS, BEAf15, HEADERS, NO. 2 D��JGLAS FIR �`I N WITH A LOCAL STRUCTURAL ENGINEER TO DETERMINE THE JOISTS AND RAFTERS 2. ALL WINDOWS WITHIN 18" OF THE FLOOR AND WITHIN �' OF ANY DOOR APPROPRIATE REVISIONS.) 3. ANY FILL UNDER GRACE SUPPORTED SLABS TO BE A MINIMUJ l OF 4"' - °, SILLS, PLATES BLOCKING NO. 3 DOUGLAS FIR ARE TO HAVE TEMPERED GLAZING. BRIDGIr1G, ETC. GRANULAR, MATERIAL COMPACTED TO 957.. 5. INSULATION. ROOF (VAULTED) R-30 C. STUDS STUD GRADE DF. ROOF (FLAT) R-38 D. POST & BEAM DECKING UTILITY GRADE DF. 4. CONCRETE TO DEVELOP OF f'11N. OF 2500 PSI AT 28 DAYS WITH A f11N. OF S �. SF;1'LITES ARE TO BE GLAZED WITH TEMPERED GLASS ON OUTSIDE AN SACKS OF CEMENT PER YARD AND A MAXIMUM SLUMP OF 4". LAMINATED GLASS ON INSIDE (UNLESS PLEXIGLAS). GLASS TO HAVE MAXIMUM WALLS (EXTERIOR) R-21 E. PLYWOOD SHEATHING 1 /2" CDX PLY, 32/ 16 CLEAR SPAN OF 25". SKYLITE FRAME IS TO BE ATTACHED TO A 2 X CURB FLOORS (OVER, UNHEATED SPACE) R-25 F. GLU-LA;'1 BEAMS FB-2400, DRY ADH. WITH A MINIMUM OF 4" ABOVE ROOF PLANE. BASEMENT WALLS (W/I 12" OF GRADE) R-21 5. CONCRETE SL "S TO HAVE _v_,HTROL JOIST AT 25' (MAXIMUM) INTERVALS SLAB ON GRADE R-15 6. NAILING SCHEDULE EA. NAY. 4. ALL TUB OR SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY FURNACE DUCTS (UNHFAFED SPACE) R-8 JOIST TO SILL tJR GIRDER 3-8D TOE NAIL_ GLAZING. BRIDGIrJG To JOIST 2-8D TOE NAIL 6 t�OrJCNETE SIDE.�/�,LKS TO HAVE 3/4" TOOLED JOIST AT S' U.C. (I`11NIf'lUf'1)> 6. THE ABOVE VALUES ARE A MINIMUM AND MAY BE INCREASED IF DESIRED. 2" SUB-FLOOR TO GIRDER 1 - 16D BLIND & FACE 5. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED (VINYL) AND ALL VERIFY WITH CONTRACTOR. SOLE PL. TO JOIST 16D@ 16' FACE NAIL 7. REINFORCING S-EEL TO BE A-61 S GRADE 40 WELDED WIRE MESH TO BE A- EXTERIOR DOORS ARE TO BE SOLID CORE WITH WEATHERSTRIPPING. TOP PL. TO STUDS 2- 16D END NAIL 185. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS STUD TO SOLE PL. 4-8D TOE NAIL OR 6. CONNECT ALL SMOKE DETECTORS TO HOUSE ELECTRICAL SYSTEM. A��r�� 7 THAN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. 2- 16D END NAIL 8. EXCAVATE THE SITE TO PROVIDE A MINIMUM OF I S" CLEARANCE UNDER ALL 7, PROVIDE COMBUSTION AIR VENTS (1N/SCREEN AND BACK DA!~1PER) FOR DOUBLE STUDS 16D @ 16' FACE NAIL GIRDERS. PROVIDE t11�JIf1�JM 18" CLEARANCE UNDER GIRDER`;. FIREPLACES, WOOD STOVES AND APPLIANCES WITH AN OPEN FLAME. 8. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. DOUBLE TOP PL. 16D@ 16' FACE NAIL 9. COVER, ENTIRE CRA`NLSPACE WITH 6 MIL BLACK "VISQUEEN" AND EXTEND � UP FDTN. WALL TO P.T. f1lJDSILL. 8. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH COrJTIr�l0005 HEADER (2 PC) 16D @ 16' EDGE NAI,_ 9. DECK AND BALCONY GUARDRAILS TO BE 36" HIGH WITH MAXIMUM OPENING Cl_G, JST. TO PL. 3-8D T _E NAIL A MINIMUM OF 90 CFM FAN. RANGE HOODS AND CLOTHES DRYERS ARE ALSO TO SPACES SO THAT A 6" SPHERE CAN NOT PASS THROUGH CLG JST LAP OVER PL 3- 16D FACE NAILBE VENTED TO OU�SIDE. CLG. JST. TO RAFTER 3- 16D FACE NAIL 10, PROVED A MINIMUM OF 1 SO. FT OF VENTILATION AREA FOR EACH 150 10. PROVIDE A TOTAL OF 1 /300 OF ATTIC AREA VENTILATION WITH 507 AT RAFTER TO TOP PL. i-8D TOE NAIL SQ.FT. OF CRAWL" PACE AREA, VES ITS ARE TO BE CLOSEABLE WITH 1 /4" OPENINGS IN CORPOSIVE RESISTANT SCREEN POST NOTICE RE: OPENING 9. PROVIDE 1 /2" MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER THE CORNICE AND 507 AT RIDGE OR GABLE VENTS. BUILT-IJP CORNER STUDS 16D @24' FACE NAIL ENU l_�JSURES, WITH A HARE) MOISTURE RESISTANT SURFACE UP 6'.0". PLYWOOD SUE-FLOOR SD @ 6' EDGE NAIL '�IENTS IN OBVIOUS LOCA,TIO��I Irl GARAGE. 8358 SW Deeann Court SD @ 10' 1�1TER10 8358 SW Deeann Court 8358 SW Deeann Court 8358 SW Deeann Court 13 of 35 14 of 35 15 of 35 16 of 35 08/20/96 tlilili�ilili i ! lil!ll�4ilil� ► il!lili �l�l�l I I � ililijilili i ilililij�l►li i ilill►ij►lilil� i ililiji�I '!li ilil�i.ijililil INCH I MADE IN CHINAZI 11 1 �� 1 'VIII!!!!IIIIIIIIIIII!!Illlllllliilllllllllllllllllilllllllllllllllllilllllllillliillllllllllllul!IIIIIIIIIII►!►IIIIIIIIII!111111111111IIIIIIII�IIIIiiiIIIIIIIilllllllIII!ILII!Illlulllllllllllllllllllllllllll III!ILII!Illllllllllllllllllllllll�IIIIIIIIIIIIIIIIIIILII!IIIIIIIIII[Illllllllll�ll�lllllltl 61 . I � 14.4514.45I �-. . _-. -- — --- -- — � � – � • . � -- - -_T f J Ll►-l:C7 w L�d Ne.l!.s �€ F'rd-)V)0E f-c rev,0v0 ^T ctnQPLItI I 1 :10E - (31 MJAJ, -1 CA-rE1-,0 pL"T W"o0 I II s v --b 2N? t_L t - SE:l � I ATrn, ,�60 C7r-rnlL F'p-ov 0 sir IPS 61 � I I I I � rI h�hl\02-L /� d L Q,9 5 �{ LJO Arin N5 — I _,— �- R - _-_- - x-li� SIF' SOH AS5 - (I) .� — �x _ I GAS 0 4.PAL� Det - 11^�, c�,; Fr — I 1 I MIN- (5/-1UL0OwN /�7 �Gr.,F, 2 �t aF �+�►R 1^x•1.1- J. 1 Loc /Mrlo r�S I . E.k71C- 0 I I t2U�lil�E ?� - �`- 200 �T(2P0J 1 i � Ir I f C�up��T�I2 P�IIJ1'S I I I V ('lyU.iovO Tb l • � .•'" 1 s,tE—O-41t6'ct �_+ �.. EhQO cwt' �Ti2/iP 6HQ LL ALILLI WWI- + �,e��-GvNI'. I N -TOP T't4 cyr Si� h) Wv�r�IN• ��.. t1lI�J. �aY p�rn-1 �XX� (f•IplGnc �`� (�QF��ED FQF�l�E �XX) 1"ntcA-sEo g�P-�_-ED — 8358 SW Deeann Court ��v� 'T I (.J VL&U,61 t�l�p A�l�-�r�17 ------��-- - - �w(�t l �Er.rc,-r►� ;,aU�.��, /\3bvO - � 19 of 35 - G�¢f��f�-S [i� (�W 8358 SW Deeann Court 1"Veg Il(Nb E) A%6 .-- t►JDIGATE`� PS��ctD F2PI`tE S�CtN��'�/� ��'��'tttF� � r4- � ��LL DETAIL 20 of 35 •�� h� �Lw JJULDOIvn/ �� M11,�35 -P y o�R � 31�EA �- � .I OP �/ - ��=>c -9 ��. ��♦�� N tt � �;�`��,� ��1`r % � L'� 1�C �Wo-��i�� EtOl.l<�E 1�=1' �'� /\TTA1Io 0 OE-rAILS - � � � ti X11,135 ♦ � ��1111.13 P� y / OREGON OREGON 8358 SW Deeann Court v v �'CY t7.� �; 8358 SW Deeann Court v� �Y Oma, / �~ / (o 9D , �`� � li� L« i i �M NSG ✓oaRooM - pkUkC1'.. -- - '-- - .. . _. . URlaoif - pROICi: / (� 9 0 �C,2, FT- I 17 of 35 ESR. N 18 of 35 _ :'• 0� - - - -- ----- -----------___—_-------- -___-_. ------_ - — _ -- -----_.. r ».�Go: J(l8 N0._�� /S - pRN. BY�EY QA1E: -- PR- 4IE � - � Go .b8 N0. •_�3 +� bltN. �Y_�.r PROJECT JAY M L.pEI'Z - ) T• 1100ele Il�E2 PCU 1�r�E2 - 1 9 U w. Fr F Io V r N �� , tLLE2 Fut I!``�C -Q- F 1 I el Jly, M Co - - ` S R. — _ � -' A �,+ � (soy) 20-2066 p�N1:�A MIU•�lc• 'I�UIU � PAGE N0. 3 !>♦ '� � ohv �,. .uo s� o � � PRP DAT JOB NO. _ PREP Y DAT` JOB N0. y Z- (303) ZO-ZOed Cal: JAYH E ARED BY J IZ E ' _ I - `�¢ 23 I PACE NO. OF ARED B � 1 _ I _ 231 PACE N0. OF -�� 08/20/96 �11111 �111111111 111 11111111 111111�11111�1 � Ili�llllf�l�l�l 111111111111 � 1111!II� �IIII I Ili1111111111 � I � IIIII �IIIII � 111111111111 1111111111I111�1 I IIIIIIIIIIIII 11111jII1111111 INCHMADE IN CHINA ' 'UIIIIIIIIIIII�IIII�11111111111111111111lIIIIIIIIIIiI{111IIIIlilllllllilllllllllllll1111111III�illlllllllllllllllllllllllllllllll'1111111111111111111111111111111111111111111111111111111111111111111111n11111111111,111 IlI �, • - ILIA F 4 C) ~r Lc M\ V —51 iL LL X In I co, C)l w x! - _ ri O ti • 8358 SW Deeann Court 21 of 35 08/20/96 Ijlj � jlf Ijljl � l I � ! jljl � ljljlll i � i � ijl + lj � � ! ! I � lEijl ' I ( 6 � Iji ! jljlj { � Ij � jl � l � l � lj ! j111 � ljlj ) Jill 11 Jill ! I I � { jljl Ijfjl Ijl � l � l l � ijl i Isl lj ! I � Ijlj � IIIIIjI Ijl � l � l Ijlj � j.•I � + j � jll ` INCH ! MADE IM CHINA 4 I I I , IT 13 i 4 IS li�—il' to 1t 1 Zt t� 4 6 Zi t1 it 1/ 30 . , ll , l�I!ll��,Iljilllllill�ilIIIII11�1111�IIIII111111lII�IlIIIIIIIIli!!(IlIII111111l1III,I1l !!I!�!!I!!!!I!!!Ili i! !!l� ,ll�l�ll!!!il!l��i�iiil!l��l��il!l��lliil!l��I►li�l�!l�I��lil!!! Illi�liiil��iil!l��il��li��iii�iii��iii�liiii�i��il�iii�i�i�liiii��i��lii�i�ir t4 t*y -e4 0 5, VV"**- C� Building must be com leteci / P � a ccording to city codes an d final inspection made before lle�� POST STREET ADDRESS NUMBER ON occupancy. ::�fe %A .tie 1Q0 S171 PRIOR TD FIRST CALLED CITY OF TIGARC � , ,., Kr" E I 'A SD THAT IT IS READABLE L,,,. e�A �r FROM CURB. - 1 41 r / Mr. W, v t i V \ CD U) Z Q w U- Q QL1 q O LUCIO —_---- LL — > !77 p �• IL1xq- Z IL'y - CONS&U ,, _l ION TIGA l/G f�l�w /) tiff BY E qV- C/c;� k z..- DATE �0 *, I 1IABILITY: The City of Tigard, Oregon, or it's employees, shall not be responsible for APPROVED� PLANS MUST BE OIC! JOS SATE discrepancys which may appear hereon. APPROVED FOR CONSTRUCTION Ct1Y OF TIG.�RD APPROVED FOR CONSTRUCTION �AAt . / CITY OF TIGARD ��lN� PERMIT 1\!O. f 0j5z SITE ADDRESS 30) 5I'd C4,C� e- Gf� PERMIT NO.Y12;i�,,�/��'U? `t SITE ADDRESS �� .5 .�.�.aa. 8358 SW Deeann Court aY s�"'�y�-a.�S(�' ��TE — q1- <<'4� �ro►�aa BY T ..,� u,p HCl.. c� u 31 DATE -,,z �2 of 35 � U MM 08/20/96 r ijia � ii i � i � � � M � ij � jiii � � � � ij � � ij � � i i � ji � i � i + r � I � � � i � � jljij � iijijt � � � jij ► 1i � � j � j � � iiij � j � ii � � � ! � ! � � j � j � � � j � j � � ij � j � j � fIj ! j ! � ijij � , � � jij � t � � ii � i � � � j � ; � jr � j � j � j� I � j � ji �.iE INCH MADE IN CHINAI '((Illflflll(fijllllllllij(Illllflljfllfl(I!Ij�llltffflli(Iflllfl+IIIIIIIIIIII!IIIIII�IIII�IIII�llllllllltllflllfll�fIIIIIIII,fiII�flllllfllllllf�!IIIiIIIllllll!Illljllf(IifIIIIIIIIIIIIIIItIIIIIIjIIIiIIIII�iIIlhifllflfllfffllfflf�lllllfllllflll�fllflllllillfl�lllllflll►Illl�llli�fllllllllllflllllllllt j . i t � r . I : ! i i � . e6� i i i � r i DEFT SIDE scale �/ 4 1 8358 SVC Deeann Court 23 of 35 e 08/20/96 INCH IEI,NISI, I �� i � i � i � iii � � � i i iIij ! jijijiii i i � i1i1iili � � 'uiil�iii�ii�ili�ii�iiiiliiii�iiiilin�! ��liniliiiiliiii�iii�lii�il�nihiii�iii�hiiiliinhiiiliuiliiiiliiiiliiii�iniliiiiliiiiliinliiiiliniliiiiliiii►iiiiliiii�ii��iui►i�iihiii�iiiiliiiiluiilniiliiiihiii�iniliiii�inihnimiih�nmi�ini�m�;hnimiihui�inilii�i��inliimi I REAR E L E VAT- IC- N sale 1j -,_ � � . 4 AwmUn 8358 SW Deeann Court � 24 of 35 08/20/96 i � � � j � � t � t � � � � � ► ► �� I , �� IIQI � � � � � � � 1 ► � � � �51 � � � � ! ; � I � � � � �6I � � � � � � � ; � � � � �� ! � I � � � � � � � � ; ► I ► � � � � � i � ► � I � � � � � � � � � � � � � � � � � I ► � � � � � � i � � � � � � l � I � � � j� � � � � � � � INCH ' E IN CN INA 1 �m t 2 d � i" e �� 1� 17 14 1 11 7 11 11 --�� 2 In 21 7 . , IiIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII(III IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIiIIlIIIIIIIIIIIIIIIIIIII�IIIIiIiIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIII!fiiiiliiiilnumiilnii►ii�iliin�in!hni��iulni�i�.. 1 _�J UM I RIGHT S ( DE . scale IWMKM � 4 8358 SW Deeann Court to am _a=an fm 25 of 35 08/20/96 I � I � I � I � I111111111 I � I � i � I � I � IINc� MADEIN � 21iii'—T i2 u u � un � rt�Ei ¢a t� n ao 111113 liiiihinliniliiiiliiiilniitiiiihiu�iiiiliii��uiihn��ii��!�ii�luiiliinliinln�i��iiiliui►uiihiii�iinliiiiliiiihin�iniliiii�iinhin�iiiilnii��ii�liii�►i� I it i ISI ,IIII I I I �I I IG IIII II I PII I � ,Illlli ILI I II� II SII I° l II I�'I IIII III III IIIV, I'IIII IIIIIII I I I IIII q I'II'�I II III Illi I fill I III' �I IIII "III I I I III I14 I,I II II, III III II,I I, PI I Ili Illil IID II I �,I'N I IIII' 116 IIII IIIII I II� I rna- SII l'III l 6 14P �� ; II�I,I IIIII , �-- r--; �� I; IIII 43 41 N l YC `;� � r, ,� J' t `�, X f---k3 --- . y o � I,�,I IIII II 4 , :4 QC) I -.jj .\ --� r1 '� — ► `�, ; �' •� x J oc III II W Z! „j cJ r iIJ � to— Z � N r •� ��v - -» �.! ,� ( (4- ' 3: a ~ o III Vlh + s t r� r, rte �-- 1 `.,.o... o Q p `^ v� - o ��l„-�l_l-.lQ.l_•l�..l.i_.l_lA_[_;I:l:I�I1111�1_1�9�I-[-'IIIrIIlIrllIil l -l --l.\.__. �I_..._l �l .lllr� i►,,l��__�.lll �l�lt��'i([IIlII�IlI_Il.I_lI.I.lIIiI�I�I�IlI-Il—I�Il°il�'l 51 lll'il�llIl to— ro Co NIZ 57 INIIIO= %%0 a 't- 3 7C +j `C�In.LJtoot he�- i M01 4 oXC 16 -77 too, fi _ -- IIiIII11I I IIIIII'IIIIII I�IlIIIIIIIII lIIpIIIII�II��S�IIIIIyIII IIII 41 IIII'IIliI�III �SI II�IqII I'IIII'IIII,IIIII a SII'Ii II II I II'I IIIIIII lLI IIli'I IIWG1III,III' 00, V58 SW Deeann Court z 7f 26 of 35 08/20/96 jI 11111111I11111111111111111111 111 yNTIII ) 111111111 rlllllllllill 1111ilill INCH MADE IN CHIA r cm 13 tt t to 21 ti i 111111113 111,1111111 <CQ �i4IIIVIIilIIIiI I;IIt IIII'l lIIIII , llIII I II'IIII IIIIII I III �I IlI I IIII IIIIIII ( IIII[IIIIII I IIII illliiilllllllll �iiillillili I Illit� ( IIII II I III 41 II 1 I IIIIIII IIII 1111 I I . I I I ILII IIIIIII IIII I'I�I IIII I IIIIIII III IIII II � I ISI �,II I I,II� I IIII II 11111 IIII �'llll IIII I Il1l l II,I I I I I LI�IIIpI IIIII I IIIII II,,III� IIII IIIII ��I�I f f j V M � �d �Y 39 cd J _ in } I _w r_s �• 4C a 4 V W 3 Wt u 0CX i ..I Z' � Nz � I Z of rb T, -C, i a o o roc _ — -__ -- - ---- �1` o � � ►_- I ` ' ,.. L 4 ; m�0 o I � qN i CV-2 I �t -ss �-� ' > 9C i T'fj a r" 5. V., -119 I \J \Jj Ir--- 1 C/O t�t t •� rA CIL- r% �- x y �... S CA LLJ v rn 00 koOOIN v' T'N LOW 8358 SW Deeann Court - - - - p I-S) 27 of 35 08/20/96 { j ! jij ! � jIIl ► ! { � Ijlll liijl � I 1 [ 1 [ 1 [ 1 ijijl 1 ! I ! j ! j { 1 ! � l � 1 � { { jlll [ I � IIIII � I Ijij ! jl ' ! [ lIIIIIlIIII [ 1 ij ! � � I I � I [ ► II I [ { [ I ' I i [ ! I ! [ ► II [ I [ l ! i [ III [ III [ { jljl III [ Ijlll [ II, III IIII, I �III [ I [ i [1� INCH ' MADE IN CHINA 41 1 ,Crn t 3 41 d 1 1 1 11 14 1S 1i 7 11 11 t to 2i t1 :� i1 30 'IIII�IIIIlllllli!IIIIIIIIIIIIIIIIIjIIIIIIIIIIIIIIIII!II111IIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I!IIIIIII�IIIIIIIIIIIiIIIIIIIIIIIIIlII!IIIIIIIIIIIIIIIIIIil�llllIIIIIIIIIIIIIil�lilll!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIII1111111I1111111IIIIIIIIIIIIIIIIIIIIIflillllllilllllilllllllilllit ! 4.D 11 II 5a�' II II II . I II II lr�,r,,DE r-t_j-v-10 V0 ^T c,AQ PLS QL-Ywouo I I I I � ( 1 II I J=L �,,��r ►c� - Ec jn I I I I ,o-rTAcr►\L`(� 0SrAJL – p(Lo�.+� r s�►�,Pso►� I I N �'�►�+722- M oc./�ow� - 4 [.vcr►rtoNS - { 6^c - wAU- I I F I GjI ,�_ I U! cuSEr - T X X . I 8 E w 2v�0 oE I /A 2'-{)- MIN PANEL WITH Mr'OLD DOWN � _, � - 3 - C�7_00 :�Tr1P�S /�OLDOtf'N 1 PER SHEAR WALL DETA,' L _ _►l+''L GlArr101-:1 I I V — ioEND I I i l 319•• pLy ' I I /B PiYWOOD P kNEL EXT- WALL I " t � o� �O/ NAILED WITH 8d GALS I y 6" OC EDGE 12" OC FIELD I I1 1 (NO HOLD DOWN'REQUIRED) - -- — - - I ( LENGTH AS NOTED 2 . - I LXX) 1>J01c.A-v-ro gep�c-Er, -F= �XX) (NDicn.;>E� r?,2Ac.EO F2AM� \W Ai_�, �-E N cam �r-1 U�•.,.�.! A�'3o�) fit•--1 OIGA�E`7 P,�AC.ED F�AE`1E �� , ��, $d }.�ilh a (/�O•G• OL DOL-.� n: 0 – t= E - /'b� 1.111. ('LY wx0 ATTAcf11=0 PE'rA�LS N�.1LE171•��bd W►ILS V'G.L ALL e*466 I 0 ► ' G*-' NFIA uc> Z�'LP Ail) S1MP5o1 ASri - (1) e r-A.Jvt 0 4-Pk.F-i *I *V P 1 � �� I�w• . . �� ~�i+��. G PAsal�HIN• -- ` OUA•P.TLR PINTS. 6N6J►R 'I•pLL �� k — a .J L 1 r wV-"15r s W1 1� QzTt.(I�wf +�1 Or- HALL) .- IA.l' Pf-,OH MOV-', GF 91MAP w'NV NR'-R vQ�sNlfthb 1►6 - S R UVA LL d IrTA IL PO4-7. 8 SW Deeanl� Court — 2 SHEARVIIAI. 4 I`� SLR. 83 o� �* -rWo- dPY Fratl4•E 1•_1. o. 28 of 35 08/2" 0/96- INCH MADE IN CHINA 1 cm = 1 4 e 1 1 1 1� 14 15 1i 1 18 1 1 2 2 21 n � IIIIIIIililiiiiliiiii!I,il!iiiliililiilill!!II!II!IIII!IIIIIIili11111111111IIIIIIIIIIIIIIiII!Iillllillliill!i!{!Iiillliilli!ILII!ili!!Illiiiliuil►!!��IIIIIIIIlIIIIIIIIIIIIIIIIIiIIIIIIIIIIII�IIIIIIIIIIIIIII1fIlIIIIiIIIIIII!IIIIIIIII!1!II!iIIIIIIIIIIIII111Iflll�tllll!111IIIIIIIIIII11111111►Illllllt I�!i C) \. 0�1 •� Le- 3 eel � � � � O``!.V� � I I� f � - � �,+�• �� 111 a aVIP 1 04 31 C41 �! A % Q M .c . �*- 1 --7 a'L o o r-- `'_ -- - — - % '1 Z-1o, — - QL `rl0. •-n ICA 40 > 00 > Qp rfll ` ` .� � ' s -� CY ..Q y T _ j l.1 �. _ -c 6j 4c wc CA iL cg CA UJ (n _LL s cWJ = - co cn ca Q. --- _ ,� cx '' — Q . 1 . �y W CL W <-c)- CLI <8358 SW Deeann Court 29 of 35 ------ — 08/20/96 i i � i � i i � ► ji � i i � i � i , i i � � � i i � ri � � � � r � i � � � � � � i � i ; � i � i � � � i i � i ; i � ilil � � i � � � � i ; ► 1i i � i � i i � � i � i � i i � i � � � f � � � i � � � � � � i i i � i � i � � l � � � � i i � � � i � i � � li � i � � r � � � � il ► I � � ► � � � , i � l � l �lll � I � I � � INCH MADE IM CHINA �m = e 13 'll!{lilIllllll�illllllffllll'��'il�lliilllli�llllliilflilillllll�111111111IIIIIIIiiflliillllllllllllllllllllllflll�Illllllli�lllllllii�lllllflllliiillllillllllll�Illlllll!l11liiilllilillilillliill111111it111lllllllllllllllllli!!!1ll1Illlilli!ii�llIlli!IIIIIIlIlitlllllllllllllllllllll�Ililllll��ilillir I :i N ( I pp � I eFT p -� or GIotET - ;,r Roos a%Ot,`c x � E -M—O �� p¢o�,oE 3 - t-�Zuurac .Zq GG u 8 pA.y—o Tb , �- !'S $d ✓� .sr enc.J -__�. -- T X 1 — — wee - ♦ I ..�(rr.•,�.�tl 3 a�Pa . f 4 i �XXJ ,u0�<r.TEO BQrcEO I � 1 TP /-\T H J , BATH Y � LUS ET NAS . -•-a � jx�v r � , �l fam I IFm nQ fichEn Dod � n � , `t x�. �8<<"'s 'tI L% Po STs 1 L- - TtiJP i S X7 F•,*T•'� -STRUCTURAL.. VIEW srate 4 " mum1 �g358 SW Deeann Court • �a�airw ��►a wI�I� 30 of 35 08/Alaf 0/9 6 � I � Iji � l I � I � I � I I � l � I � I I � Ijl , l I � I � f � l I � I � ! I � III � I � I I � l � I � I { � 1 � 111 � 11111 � 1 11i � ! ; 1l111 � 1 I i11 � 1 � 1 I � I � I I l � lli � l i � l � l f 1i111 � i � � 1i11 l i1111 � 1 � 11111t1 11 � 1 � 1 � 1111i11 I � I � I ��1 � i1l11 �9 INCH ' MAOE IN CHINA -` � 2 3 4 1 / 1 1 I I2 I� 14 15 I` 1 1/ 11 i1 21 2 2= 4 2 27 21 1 21 3p . III I'llIII ClI�+1111111111(llIIIIIIIiIIIIIIIIIIII(1111111111111liIIIIIIIIIIiiI(IlI�IIIIIIIIIIIIIIIIIIlIIII1I1111{Illllllll11111IIIII,11111111111111{11111fIIl!111111111111111111111111111IIIfl11111111111l111111lIIIIIIIIIIIII�lIII�lIIIIII!IIIIIIIl1llllilllllllll111111!!IIII11lII1il�fi�Ill!{IlI�11111i1ri d i M a 4.15 ll' + l II Ii � I II II • � I AT Boor 2t0c,E E�n�•� P[N-oG 3 - c52uu sntrr' I Cvor ii xx y X b �( _I 1. �/ 1 j-C _ 7j/ � _�� ---- 00�[Ar+E . ` —� U T 3 . U s CID Y% it 1. to Y a I a .� fam * rm lu-', � � rr � U �1 'l 4 9 1 S T d Dp ck _ - f, cr F! C cr^fd c� �l -�-� 1 sx77 f S--T' R A L V1 EW oe scale _ 4 � — 2 -8 MI N PANEL WITH HOLD DOYf N � PER SHEAR WALL DETAIL j" MILLst /B\\\ = PLYWOOD PANEL EXT WALL ODER. PC_ NAILED WITH 8d GALY 6' OC EDGE 12" OC FIELD 8358 SW Deeann Court (NO HOLD DOWN REQUIRED) 'ammom LENGTH AS NOTED 31 of 35 08/20/96 � siil► ii i ( � I � IiI i � I � �► lIil � i � i i � � iIiIiI s ( tIiIi � ; Ili Jill l ► 11lli ( ilili � il � l � 1 � iIiIiI � ( iI � � I ► i { ! lli ►INCH MEvrnc IN CHINA , � Il � lill { ► llllll � IlillI llilllllllllll � llll � ll�. I CID i VIII!!!IIIIiIIIllllillllillllllllllll�iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111Illllllll!IIII11111lIIII!I1111�111111111�11Illiili�illllllll�lIIIIIIIIIIill1111111{IIIIII11111IIIllIII!ll�iilll1t 1111111lIIIIlII4I211111111 I!!!111{1111IIIIIiIt!I1II1111112 11e11111lI!3!I0 II121111111111111111111 !IIIII r Op P Ap- BD PA 2 OC 10 IV- - 9 a rr �-- ' I ROOF PLAN , scate Af FIRr STRUCTUP4L YY Ay mnma scatc Ole, 01 A 8358 SW Deeann Court 1 ' `t' �+a rroa ate++ s�un�or.o� waPr 32 of 35 08/20/96 r i ! ►IiIi iI i iii 11111111 IIIi 11i �' i � ! II i i i i � ilili ililili iliiilililili i ilil ! li hili i ililili i111 ! � I ► I � i � ► Iil ! i il � { il � � � � li � lil � l ► I ► I � I � I ► � � � I � I � i ► I � � � � I � lii� l � l � li � � �II { I , INCH � MADE IN CHINA — 1 cm 11 1= 13 14 1 li 1 ld ^1! 1 2� Z'! 4 2 i1 tl 2d 30 f �I11111111iI1i!!III!llllifllllll!lil{!Il!III�I�IIIIIIII!Illillilllllllllllllllllllllllllllllllllll(IIIIIIIIiIIIIIIIIIIIIIIIIiIIIIIiIIIIiIIIiIIIIIIIIIIIIiilill!IIIII!IIIIIIIIIIIiIIIlllllll!I!Illllllilll�llllllflillilililllllilifll{IIIIIIIIIIIIIIIIIIIII�IiIiIIIIIIIIIillli(Illilltl'!liilli�il�lilllilr . ta. • = °amu . �- to vc - � O a �.�' -� = cls J & ZL� 3f ^7'--v ItCE CIO m u qr .01 10 LO v v / • 4. d = J 4�i. '�' �, cam. 4to --` `� rt o — LL- LL x • cl Cl. J LO 116A c jaw CU C-. LZ IL 8358 SW Ceeann Court ' �r 33 of 35 08/20/96 I ; IIIIIIIIIII Iil ; ! ; l � iii ; igi ll 1111, 11j! Ii � � � ; i � i ; ill I i ; l ; l ; ► ► I � ; � i 111l ; � ; � ► , � ; It � INCH ' MADE IN CHINA 6 -- — �'" t _ d E T d 1 1 14 1 1f 1 11 11 t 1 1 2� 4 ti 2T Z1 2� 31�;�IlIi�III!lilfll!llilll�il!llig!!I(!!(I!(!(�I!!II(I((III(I!(�((f(II(III(IIIII(I(((IC((((II(!(II(III(1IIIIlIIIiIIIIIIIIII!IIIIIIII1111I111lIIIlIIIIIIIIIIIIIIII(IIIIIIIIIIIIIIIlIIlIIIlI�I!lIIIIIIIIIIIII(IIIIlIII(III�IIIIIIIIlIlIIIIiIIIllllllllllllll(IlIIIIIIIIIIIIIIIIII!lIIII111111111IIIIIIIIn • j cc w . ��. ! S. ^,, ._ PC . .c F • i + �`°iro v w� � � 1 M c u- au -4-- z ler vi o. . — o x - ) —�--- CO .71oo s � rb t Q 42 `cr., Gi 10 w ' .. � 0 rG= Q -• E� _ co - • v 0 ,l —0 114 46 40 Air 1 civit I 8358 SW Deeann Court 34 of 35 08/20/46 ' I � Ijl � l � { � I � l � ! ill � l � I � ijl � i � i IJl � 1 � l � I � I � I lIjl � l � i ` I � l � l � l l � I � I � I � I ' l � tl ! ! ' l � ! � I � l � I � i � ! l � I � I � I � l � I � i � i � i � i � i � i � l � i i ! � ! � l � i � i � i � i ! i � l � l � i � i � i � i � i iii � i � i � i ' i � i � i i � i � iji � l � ► � l �a� INCH ' MADE IN CHINA10 3 4 i d 1 1 13 14 15 li T 11 1! it 23 4 is ZT t1 WO 30 . s '/illIII(III(I(I((f(IIIIII(IIIIIfIIII((II(I(I�I((illi(I�liiihlll+Illiil(il�illi1111��llliliiiiliiiiliiiiliii(I(liiliiii�iiiiliii(Iii((I(iiia((((lig((Iil(iI(I(ii((il!((((li(I�lii((lil(Ilu►(!(/(Illi/►Ili(Ili(i(Ii(i(�ii((ii(I(li�(li(I(IIii((linlll(((I((((I((IIi(�((llil(!I(III((I(!((I(►(�(�I�((�!(II(!Ir • N ' 1 � r`— LLI U1 rn IrI3 LL- 2s X17 IL I t L U I Q -a 11io • rte.—1 .— �� • i / ` . - La 8358 SW Deeann Court 35 of 35 08/20/ 96 IIiI � ' 1 � 1 � � { lIl 1 � I � III � IIlIlI1 lllllll � lll � i i111111Jill 11111111111111111111 � il ' I ! � i � i � il � i1iJi { I11lrll: l MADE INCH INA INCH � 15 if 11 1d t! id 4 td tT ,td 30 .. , 'Illli11111//lllllllllillllllllllll{IIIIIIIIIIIIIIIIIIlI111111111Iiil�'''IIIIIIIII111IIIIIIIIIII�IIIIIIIII111111111IIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11i��lIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIII111111{IIIIIIIII{IIIIIIIII{Illi11111{IIIIIIIII{IIIIIIIII{llllllt