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12739 SW DANBUSH COURT . .., w6Y:7ti'IYUiYK1Yy;rhirlimal�"'�••."c '...• =—fXiJN1YWk'ci�'.iwWY3'eYarWYirwu.ivJ..:,ww.awwwwW�r sa&k�aA'u1N+a`+eKwaeNArtorWtiw4iwwAdwca `g Y 1 ' r 1 12739 SW DANBUSH COUr-V CITY T ..OF IGARD � Box 23397 PLNCK/RECf 1! COMMUNITY DEV`;['. 'MENT DEPAR'T'MENT 71gard.Oregon 97M PERMIT # (50.1)639.4171 DATE ISSUED JOB ADDRESS: _ 1�._`7 � �Idl "1?,g�' 1"A 0-,T- TAX MAP/LOT SUB: LOT: LAND USE: VALUATION: -- OWNER PEC IAL NOTES NAME: REISSUE OF: _ ADDRESS: Qt5fd C-cc LAST REISSUE:�� FLOOD PLAIN/ Pl'ONE' ---( c� ;� "' �� ` `� _ SENSITIVE LAND: CONTRACTOR APPROVALS REQUIRED NAME: `L �� S"� i > t�R 6 -AlS-1V-J(--Q,1J PLANNING: ADDRESS: �" i��—�� N� ;r, L,J Lim _ ENGINEERING:` FIRE DEPT: —_ PHONE: _fix-��s_ '7 CTHER.: WNTR. BOARD ��: _� � EXP DATE: ITEMS RC.QU.RED SUBCONTRACTQRS: PLUMB: __ — LIST/SJBCONTRACTORS: _ MECH: .g , e� of BUS TAX: ARC�NGIN=EEC C,4LCULATIONS: NAME: _ _ TRUSS DETAILS: ADDRESS: _ OTHER: --__—_ PHONE: __-- PROPOSED BLDG. USE: COMMENTS: A VG URE R?ce i ved By: ___�__ __ _ Date Received: rAl WA IWILA AMOUNT AMOUNT PD. BAL. DUE PEF;MI � DESCRIPTION# ACCT # �Sd 8u£�1L�Ly3 10-432 00 Building Permit Fees - _ 10-431 00 Plumbing Permit Fees ----- ___ 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax Building - Plumbing Mechanical _ 10-433 00 Plans Check Fee Bu i. i ng L{ y 3 Plumbing ----- Mechanical 10-?30 06 Fir( -- � ----- -r ---- 30-202 00 Sewer Connection 30-444 00 Sewer Inspection - - 25-448-02 Commercial TI(- Fees 25-448-04 Industrial TIF Fees --- - 25-448-06 In'titutioral TIF Fe?s - "- 15-448-03 Office TIF Fees -— - 25-448-01 Residential Traffi(. Fees - ------ -- 25-448-05 Mass Transit TIF Fees -- -- - 52-449 00 Parks System Dev Charge (PDC) - 31 -450 00 Storm Drainage Syst Dev Chrc; 24-445-01 Water Quality (Fee in lieu of) -- - 24-445-02 Water Quantity (Fee in lieu of) -- -- -- TOTAL nm/3587P.WPF INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phonp: 639-117' Type of Inspection Date Requested�� l i`a�l Time A.M.--—P.M. Address --4S.-L- -�� -- f C:f-_ Permit Owner_.------ ----------- Lot #_ Builder ---------- — —The following Building Code deficiencies are required to he corrected; Presented to Approved Inspector ✓ I Disapproved Date — — CALL FOR REINSPECTION 0 YEs O No C17YOFTIGARD `- CfTYOF'l1�gRD BUILDING PE RM I T COMMUNITY DEVELOPMENT DEPARTMENT a 5410N / PERMIT #. . . . . . . : BUP91--1r�. 14`; 19126 bW HWI Blvd. P.A.Baa 233in,Tip ud,Oregon 07223(603)639-4176 y/ DRTE IS SITE ADDRESS. . . : 1,:'739 SW DANBUSH CT PARCEL: 1 S 133DD-O'74OO SUBDIVISION. . . . : VILLAGE AT SUMMER LAKE PARK 3 ZONING: R-4. BLOCK. . , . . . . . . . . LOT'. . . . . . . . . . . . . : 113 -. -• .-----------------_--- -------- -----------------_-----------------------•--_---------- REISSUE: FLOOR AREAS---------- EXTERIOR WALL CONSTRUCTION- C!_ASS OF WORK. :NEW F r oc;-r, . . . : 5 f N: S: E: W. TYPE OF USE. . . :SF SECOND. . . : s f PROTECT OPENINGS?- TYPE PENINGS?--__.-__.__.- TYPE OF CONST, :5N THIRD. . . . : s f N: S: E:: W: OCCUPANCY GRP'. :R3 TOTAL-------: 0 s f ROOF CONST: FIRE RET'?: OCCUPANCY LOAD: BPSEMENT. : sf AREA SEP. RATED: STOR, :O HT. : ft GARAGE. . . : s f OCCU SEP. RATED: BSMT'': MELZ?: REQD SETBACKS-------- REQUIRED-- FLOOR LOAD. . . . : psf LEFT:21 ft RGHT: 16 ft FIR GPKL: SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: 17 ft FIR ALRM: HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: P'RO CORR: PARKING: VALUE, $ : 9000 Remarks : installing swimming pool Owner: ---__.___..._.__-__._______.»____.__-_____..__ _.____._._-.-----___-- FEES .TIM ALBAUBRT type amount by date recpt 12739 SW DANDUSH CT PIRMT $ 74. 50 JLH O7/23/91 - PLCK $ 48. 43 JLH 0'7/23/91 TIGARD OR 9i223 SPCT $ 3. 73 JLH 07/23/91 - F°h on e #: 503--643-2854 Contractor: DAVID ROBERTS CONSTRUCTION 20593 S NURSERY LN OREGON CITY OR 97045 --.---.-_-.-.--_.--------_-_-.___---_-_--_- Phone #: 5O3-656- 7227 $ 12:6. 66 TOTAL Reg fit. . : 19843 -----•-- REQUIRED INSPECTIONS ------ This pewit is issued subject to the regulations contained in the Foot/fol.md Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other F'1 m i -Inds 1 ab Insp - _ �— applicable laws. All work will be done in acc9rdance with Mechanical Insp approved plans. This pernit will expire if work is not started Plm top-out Insp within 198 days of is!nance, or if work is suspended for eore Fi-a m i n g Insp than I9N days. Gat: Line Insp -- Final Inspection Pe r m i t t e e S i g n a t l-Ire: Is •e tJ By: Call for inspection - 639-4175 f ARAM& cury OF 'VIGARD RECEIPT [IF PAYMENT RECEll."'T NO. :94-215611 CHECK OMOUNI 126. 66 CA' i-i A M 0 1 J N'T IA. 00 WAME 3 DAvl,.D kr)B[-PTS CONSI PAYMENT DATF- ADDRESS SUSI)I V I S I ON PURPOSE-' OF PAYMENT AMOUNT PA I D PURPOSE OF PAYMENT AMOUNT f*-,AlD 74. 51A PLAN C14ECK FE S1. BUILD PER 3. 73 12-739 SW DANSUSH CT 6. f'6 70TAL AMOUNT PAID asl �e *a• aw �w INa^^_ E�' CTION,_1Ni7T�Clr l City of Tigard Building Department 13125 811 Ball, Blvd. Tigard, Oregon 97223 1I ` Inspection Line (Rec-G-Phone): 639-4175 nuoineea Phone: 639-4171 1, Insp_e_ction1:�—� S.L — -- — — l`Footing Plbg. Underelab Mech. Rough--in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Strurt. San. Sewer Framing --Bldg. Poet/Beam Mech. Rain Drain InoulatJon -plumb. Plbg. UnderJ`loor Water Line Gyp. Bd. /v/-Hoch. 011 1�zData Reyueeted:.�— Times / AH —_FH Addrens: Q- L Fermittf, 4/_� Bullder:_-_ —THE FOLLOWING CORRECTIONS ARF. REQUIRED: /~ El D�TAi.r C T/Zr C✓Y LAob , cT 7 rz i Inspector: Date- -APPROVED DISAPPROVED APPROVED SUBJI;^.T TO ABOVE Call For Aeinsp. PLUMB I.NG) PERMIT C17YOFTIFARD CFTYOFYM "zRMIT #. . . . . . . . LM91_0096 0* — CONIMUN:TY DEVELOPMENT DEPARTMENT 13126 SW Hwl Bled P.O.Box 23397,Tgard,Oregon 072 (63)63"175 DATE: ISSUED! 06/29/9 PARCEL: iS133DD-- VISION. . . . o ZONING: BL AICK. . . . . . . . . . : L OT. . . . . . .. . 0-OSS OF WORK. . ".NEW GARBAGE DISPOSALS. . : MOBILE HOME SPACES. ! TY='EOF USE. . . . :SF WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. - * 1 oCk"'UPONCY R3 FLOOR DkOING. . . . TRAPS. . . . . . . . . . . . . . . CATCH BASIN6. . . . . . . I up I F.S. WATER HEOTERS. . . . . . . FIXTL.JREW -r--'-.-.----- LAUNDRY TROYS. . . . . . .. SF RAIN DRAINS- F3;.NKS. . . . . . . . . . I URINALS. . . . . . . . . . . . GREASE TRAPS. . . . . . . LJ'4VATOR I FS. . OT:'E'R FIXTURES. . . . . 22 'T•08/SHOWERS., SEWER LINE: (ft) . . . . WATER CL.OGETS. . : WATER LINE (ft) . . . . DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . Remav-Ps ,', SPRINKLER SYSTEM FEES IJNRC)E'- tyrie -:k m 0'_k n t b,'v 06(JAt e -1 F-*,RMT s 15. 00 JLH /20/91 .� 739 SW DANBUSH CT 5PCT $ 0. 75 JLH 1216/20/91 IGARD OP 97223 1-101le -!t- Emtractor- ANYON 'Pl-UMBING Al. HEATING 0145 SW SLAVERTON HILLSDALE HWY EAVERION OR 97005 hone #- $ !!:j. /'n I(1Ill-4L. "q #. . : 42'19 REQUIRED INSPE'CTIONS -,is nertit is issued subject to the regulations contained in the TE)P—WAt ItIS12 igard Municipal Code, State of Ore. Specialty Codes and all other Flylal. Itispertion 130icable laws. All work will be done in accordance with .......... ipor;ved Plans. This oervit will expire if work is rot started ----—- ithin 184 days of issuance. or if work is suspended for voi hen IN days. C.v m i t t e e 11 fl at .A I-t* v 15 5 A e d By Call for insver-tion 639-4175 EL ■ra roar m *w w m +wf CITY OF TIGARD 13125 SW HALI. BLVD. PI"iJ A.BING PERMIT P. O. BOX 23337 A444i ants must holo Oregon Registration 10 conduct a Plumbing TIGARD, OR 97223 business«must beProPertyo'weer/otxtatvfnot hiring outside IWIP. (503)6^^ 4173 Name of Devek)pmenl L _�T - - Plumbing Permit No. Addross G' /(� O Oesx ] AN. _ PRICE AAT ORS 614 21 10� J Job Ta■Lot Map.No. 'T Address FiX7URES UA tilocic SubdMston J 7.50 _- t,vatwy ------:.50 - Tub�3r Tu&Shower Comb 7.50 _ StwwerOMy ._ 7.50 Water C1osM 1.50 Owner Coy/State --- -- — 7.50 Dishwasher - - 7.50 Phone _Garbage Disposal - --- washing Madurte — -7.50 Name - 7.50 Floor Or.nr -- Phone Wal m Flealer 7.50 L iurKky Room Tray 7.50 Occupant G'ty/Siete Urinal - 7-50 Other Rzd.res(Specify) 7.50 ame — �,,�'r.�s. 7.50 7.50 WWI ns • �� ,�1 � ! � �' — 7.50 Gofttractor CitilStat0 �v ' `17n os j MISCELLANEOUS City Bus.Tax No. Sower 10 100, _ 30.00 r J _ 15.00 w Sewer ea.AAdie.100' fi5ka NO. Ewe PIM No. (fiesederntiMOO al) Water Service 1 tt 100' - -- -_ -- Water Service ea.Addd�0' 15.00 1 hereby er*nowledge heat 1 tuve reed It"app{icat M that the ksl0rmat- 30.00 given is coned that 1 am regis{efed with the State MmildWs 130084.and also Stof n 6 Rain Drain 1 St.100•-- - -- have a Stale Pkatrbing icense Mast the nwnberc giro^ore corn dr that anStone 6 P tin Orcin/1ddA.100' 15.00otgnbwV - wofk will be be doin emordw"with ap(Acable txw4sions d Orem gon Revised Statutes amplers 44an 7 0^1693 d 9V&AM*codes and that Mobile Nom"Spam _ 25 00 no help well be embed unless kwood wdef ORS On(11 exempt ffom Bare Flow Pnrmntiw i 750 State registration,Phase 9r`m fees°^t►elovr)- Device or Mo-PofhAan Oevsoe I __— t"AF-OWNERS-1 hereby csrtay that 1 am the owner of the pmp-ty de- -. - ealbed above.at wtnkch tocallofr 1 MDPase 10 make a Pkmbkq k-Wad-for Co ne erwadt�ed waste Not b•Fixkxe 7.50 mw61hrovty y on use and h PpM not t>rdfrg cautrudsd ler sade.lease w rent — Callen basin kup d Etdst.PMmbifV _ 40.00 Per tk. - ---- Specie oedimpec"U '40.00 Per Nf. _ Neer.of PMxnbkv*ftdn an Exi@*V Bldg - 15.00 min. New Bldg.a Bund.Additbn 25.00 min. _ A QRVED SIl3NATUPE �% / e frYl>i1 . Dua n Uaa«ibb work rs"wrp ❑ aftena on❑ 15.00 - be done__ reskiefltfe o rwrl�eskie�tiel E>Istlnq us"'of $25.00 minimum SUB-TOTAL tx"IQ or rxr"rtY -- --- _- — 5% SUTICHARGE 1145 b yr tY -- 25% PLAN REVIEW -- NOTICE TOTAL Tb%pamie ba,onvs null and wow N wart of aonatrucarin auttrortzod Y rot oor monad WWAn 160 deyww N 0w%*icWn or worts i•atMpended or ebandrxred a perked d 190 days d any 6"a1Mr wak Is aprrMrairroerf Y I. . . J I L. CITY OF' TI[BARD RECFIPT OF PAYMENT RECE- 1171T W.). CHECK AMOUNT 15. *75 NAME a CANYON Pl—UMBING CASH AMOUNT 0. 00 ADDRLSS 10145 5W BEAVERTON HILLSDALE PAYMENT DATE t 06/; 0 91 9LJ BDI V I S ION BEAVERTON, OR x`7005-- PURPOSE OF PAYMENT PMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID C,;T.--iLJILD PER 5 i I 11c, 7,1;9 SW DANSUSH CT TOTAL, "MOLIN't PAID 15. 7` fp M IdSPFCTION NOTICE �i^ �— City of Tigard Building pepart:ae*:t 131.25 BM Ball Blvd. Tigard, Oregon 97223 Inspection Line ea.-O-Pho-na a 639-4175 Business Phope; 639-4171 Inspections Footing Plbg. U erslab Mech. Rough-in Apprhidwlk Plbq. Top Out Gas Line FINALS Found. Past/beam Struct, San. Sewer Framing «11dq. Poet./Beam Mech. Rain Drain Insulation -Plumb' Plbg. Underfloor Water Lins ,( Opp. Bd. -Mach. PN Times Date Requested: �/ '�, L•' Permit f r Builder: --- THE FOLrOWIN(i OORRECTIONS ARE REQUIRED: Dater._ inspector:__. APPROVED _ DISAPPROVED APPROVED SUBJECT TO ABOVE call Por Reinsp. TWARD Pt,�n, v1Ec�c AcIPuccArxoN �rort.c CITYOF PLAN C"C" -�"�•�W " t PEM nVEM C.OMMUNrry OEVEMrt ^1MMS03lmw ori DATE ISSUED 13t25Sm'r."P-Ao+ _ i a '7 j AX 11AP/1-or 700 AOORESS: 'tt��-�T"''S'w . �`' _ "• - LAND USE: � _ SUB: �/� Il��.s VALUATION: ___._L SPECIAL NOTES Ri IiSUC OF: — rnO 2 i �—� C, LAST RCISSUC: AQORCS;= G 5 �T - FLOOa PLAIN/ �-,�- S"SITIVE LWID: _ APPROVALS REQUIRED PJ ANNINNG:_ ---- m0r(n2AM- R ENGINEERING: FIRE DEPT ADDRESS ------ OTHER: - ITEM RE__qUIRED - - LIST/SU130OMRACTORS: `,--- - PHONE: ---- _ BUS TAX: - -------- -AW:7-- VAME: ENGINEER CALMLATIONS: TRUSS DETAILS ; ADDRESS: — PARKING PLAN: _ LANDSCAPE PLAN: -- PMON OWER: ax 1F . OESc�tlpTx�v phpjj� EIMOUNT PO. SAL. DUE PERMT !f Ac r T l �_ 10-437. 00 Building Permit Fees 1 'r o 10-431 00 Plumbi%og Permit Fees o o 1p--431 101 Mechanical Permit Fees 1(1-1130 01 State Building Tax (57G) �. - 6uilding Plumbing 7 a uy • .. 10-433 00 Plans Check fee ; 3� uM / Building U plumbing leech /ISO jodjSv 30--202 OJ Sewer (,onnection � 30-444 00 Se-C Inspection 51-448 00 Street System ()Qv Charye (SOC) �S 0 52--449 00 Parks system Dew Charge (POC) / _ T 31-450 OU Storm Drainage Syst tlev a"-'9 (SSQC ) 10-230 09 TRF0 10-230 06 Washington County f irc a,-Moaw((195X) -10-220 Ob (mart/WedgewoodQ1 -'7'""-- �I 1OTnL I EC hPf,0-0 /:N wpf t :C,v C-d: v CE:RTT ICA�TE OF CITYOFTI(FARP CETY PERMIT MOC_CUPAN a YM :iT9@-0164 COMMUNITY DEVELOPMENT DEPARWENT �� oneocr►� 13125 SW rldt 8W. P.O.Boz 23397,Tgaid, 97223(503)6394176 DATE I SSLIF-D: 01/08/91 SITE ADDRESG. . . t 18739 ::�W DAN811 N CT PARCEL c l a 133DD-@ 74@0 SUBDIVISION. . . . : VILLAGE AT SUI IME R LAKE PARI( 3 ZONING: R-4. 05 BL.00K. . . . . . . . . . I LOT. . . . . . . . . . . . . : 113 ----------------------------------- CLASS OF WORK. :NEW TYPE OF USE:. . . :SF OCCUPANCY GRP. :R3 OCCUPANCY LUAU c cc:@ 4 TENANT NAME. . . : Reaarrk s : Owners DON MORISSE:TTE BLDERS, INC. P O BOX 19564 :PORTLAND OR 97219 Phone M: 503--244--9314 Contractor: DON MORISSETTE BLDERS, INC . 15553 SW BANDY RD Ni?1@ LAKE: OSWEGO OR 97035 Rhone #t 503-6Z.0-7538 Reg N. . : 353:3'' Occupancy of the al,clve refer4nced building is hereby givt►n, ,sod c:ertifiaa the complians:;p with the State Of Oregon Specialty Codes for the group, ocrupatncy, and ,ise t.+nder which the referenced permit was ilssuad. FIRE. DEPARTMENT BUILDIE3 ING ' GTOR BUT I' l lr"OF C I AL..._y._ POST IN CONSPICUOUS PLACE - .h'.HMV' W4f61iFii i.4CVyW[OL%fVlyY°NYfNIM.AwwvwY .vvw.xv..�. View coffimento for selected item O6MASTER PERMlT$$$$$$$$$$$$$$$$$$$$A$$f3$$$$$$$$$$$$$b$$b$b$$$$$b$$$$$$$$$$$$$$C :MST90-0164: PROJECT:VILLAGE AT SUMMERLAE: STATUS:I UPD:08/15/90: :JLH: ' PFRMITTEE:DON MORISSETTE BLDERS, INC. PRIM. . :MST90-0164: ° SITE ADDRESS:12739 SW DANBUSH CT ° OS CASE, HISTORY AAA$AAA$A$$AAAA$$ahhhA&$Req/Sent$Schd/Due$End/Doneg$By$statA$SG A722 Plumb Top Out 10/09/90 MS PASS ° A725 Framing Inep 11/08/90 KS DIS ° A726 Fram'ng <RF.. iSP> 11/20/90 KS APP ° 4730 :irepl.ace Inep 10/31/90 KS APP ° A735 Gao Line Inep 11/08/90 GS APP ° A740 Insitlation Insp 11/20/90 ICS APP ° A745 Gyp Roard Inep 12/05/90 KS APP ° A755 Rain drain Inep A760 Water Line Inep A765 Appr/Sdwlk Inep 11/15/90 CWV PASS " A765 Appr/Sdwlk Inep 01/07/91 CV PASS ° A795 Mechanical Final 01/07/91 KS DIS ` A795 Mechanical Final 01/08/91 KS APP A797 Plumb Final 01/04/91 TLP PASS A799 Building Final 01/07/91 KS DIS A$$; iAb$A$$bbb$$b$$b$$bbh$$$$AaASbAAAb$$$$bAAAAAS$Ab$$A$ASAA$$Ab$$$$$b$$bb$$A$i view comments for selected item C)SMASTEA fiaa�a��a�4Eaaaa�aa3�aab5afi�5aa�a�a3�$fi6$AaS��fibaa�aaa��AC :MST90-0164: PROJECT:VILLAGE AT SUMMERLAE: STATUS:I PPRDMCB/MST90-0164: ° PERMITTEE:DON MORISSETTE BLDERS, INC. ° SITE ADDRESS:12739 SW DANA'ISH CT OA CASE HISTORY �fi`aas5�a`aaaa`d�aaa��a� �Aeq/SentaSchd/Due 008/20/90�KSy�APP t�� A705 Foot/found Inap A707 Wtr Proofing Bsm't Walls 09/06/90 KS DIS ° A710 Post/Bean Insp 09/13/90 RT PASS ° A710 Poet/Bapim Structural A71.3 Crawl Tirain A714 Bsm't Slab ^,715 Pim/underslab insp A717 PLM/Underfloor A718 Ftng Drain Bsm't Walls 11/08/90 GS APP ° A720 Mechanical Insp 10/09/90 MS PA,3S ° A722 Plumb Top O-]t 11/08/90 KS DIS ° A725 Framing Insp 11/20/90 KS APP ° A726 Framing <REINSP> 10/31/90 KS APP ° A730 Fireplace Insp 11/08/90 GS APP ° A735 Gas Line Insp a��A€�af ia�a�aa5�afi�fi�afi3�fi�£��5�33a��aa�i��€.aaaa�3�aaAaAa�ASb��f��a5�fia�Aaa3t HISTORY: VIEW UPDATE DELETE ESC view commente for selected item t»PIASTER PFRMIT��fiAa�S`ab`a�5a�a�A`d,'.aa�ab`.aaa�aa�a�aaaaa��€�3��a£�aa��€�fiAaS�aC :M6T90-0164: PROJECT:VILLAGE AT SUM;4ERLAE: STATUS:I - UKIM08/MST90-0164H. ° IIERMITTEE:DON MORISSETTE BLDrRS, INC. ° SI'iE ADDRESS:12739 SW DANBUSH CT cis CASE HISTORY fi��5fia��a�baf3 5a5a5 ihAReq 5ent&Schd/Duea08/20 /90£KSViAPPtg�i� A705 Foot/found Insp A707 Wtr Proofing Bsm't Wal.is 09/06/90 KS DIS ° A710 past/Beam Insp 09/13/90 RT PASS ° A'110 Povt/Beam Structural A713 Crawl Drain A714 Bdm't Slab A715 Plm/underslr►b insp A717 PLM/Underfloor A7.18 Ftng Drain Bsm't Walls 11/08/90 GS APP " A720 Mechanical Insp 10/09/90 MS PASS ° H722 Plumb Top Out 11/08/90 KS DIS ° A725 Framing Insp 11/20/90 KS APP ° A726 Framing <REINSP> 10/31/90 KS APF' ° A730 Fireplace Insp 11/08/90 GS APP ° A735 Gas Line Insp HISTORY: VIEW UPDATE DELETE ESC Delete selected item OaMASTER pERMITa`aaaa€AAAA&AA� ��5aa5aii�a5a �fi��5a aa�aa�a� 5aii��aa ��iS�Az�aat :MST90-•0164: PROJECT:VTIA 3E AT SUMMERLAE: STATUS:I : [P7PRDM.. :MST90-0164: ° PERMITTEE:DON MORISSETTE :,LDrRS, INC. ° SITE ADDRESS:12739 SW DANBUSH CT 65 CASE HISTORY �fiab a€� �� aa �da a�Req/SentaSchd/Dup�11/2.0/90�KSAPP y� t��G " A740 Insulation Insp 12/05/90 KS APP ° A745 Gyp Board Insp ° A755 Rain drain Insp INSPECTION NO1'ICZ City of Tigard Building Departemt 13115 Be Hall Blvd. Tigard, Oregon 97223 I.:spection Line (Rec-u-phone): 639-4175 Business Phone: 639 4171 Inspections Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk _ Pound. Plbg. Top out Gas Lino FINAL: Post/Beam Strurt. San. Sewer Framingld \ Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. Mech. 00 Date Raquested: �l — 7 l Time: _ AM pp Address: / 41 1 TJdc��C__;Jf/� Permit Hui der.: / i i - TER FOLLOWING• CORRECTIONS ARE REQUIRED:zc Lz y�OT' �_ /��S✓� a T>_�; ✓,Lim G'rr r�"`1 a _,. -- 17•— _Z�L L' I�/A m `7 Inepeotore ante: 11PPRMvD DISAPPROVED '' lI.PPROVF.D SUBJECT TO ABOVE Call For Reinap. INSY QLON NOTICR City of Tigard Building DOP-t—t 13125 SW Ball Blvd. Tigard, oregon 97223 Inspection Line (Rec-O-Pho t., 39-4175[ Business Phone: 639-4171 Inspection: - Footing Plbg. Und rMlab Mach. Rough-in /�Appr/Sdw1k Found. Plbg. Top Out Gas Line FINAL- Post/Ream atruct. San. Sewer Framing -Bldg. Post/Ream Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor. Water Line Gyp. Bd. -Mach. Date Requested:__ 2 _� __—T --_AM _/—_PM Address: ? _ �� CU_W— Permit f:_ ( Builder:THE FOLLOWING CORRECTIONS ARE REQUIRED: I IBM- ,!. L1L l�� —_ Date:� I Qs_�PWJVFD DISAPPRIA4 APPROVED SUBJr:.r TO ABOVE — Call For Reinsp. ,� 'e. �w �w .. A. •ee � as � I 1 N�VILOM-NoTwx City of Tf yard Building Depar mm- 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Life (Rec-3-Phone)s 639-4175 Busineae Phone: 639-4171 Inspections Footing Plbg. Underslab Mech. Rough-in Appr/Sdwik Found. Plbq. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hach. Rain Drain Insulation ^ Tl b Plbg. Underfloor Water Line Gyp. Bd. -Meeh. Date Requested: � ` -//- 6l --_� — - �—Times --AN PH / Address:. 72, '7- .-LF- l�C' t__Permit A:^el G� G�/G K Bul-lder:__J�J) j� — I THE FOLLOWING COP-RRCTIONS ARE PRQUIRBDs {{� Inspectors ___ Dates _ PPRpVSD DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Relnsp. I INSpSCf.iQ 1�.�K"i TL's Cit] of Tigard a i:dinq Department 13125 ON ball Blvd. Tigard, Oregon 97223 Insraction Lina (Rec-O-Phone): 639-4175 Business Ph ane: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. sen. sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Pl:+q. Underfloor Water Lina , --Mech. Date Requested:_ �� '' ]`� '�G Time: —[�—AM IM Address:— f ,� .7��7 /�oJ,-. /�G�/� i i Permit 1: 1 �L Builder: THE FOLLOWING CORRECTIOMS ARE REQUIP.ED: Inspector:_ —_ Drte:1if- — -- APPROVED _-- DISAPPROVED � gpVED SUBJECT TO ABOVE Ca 11 For Ref-nsp. +w � a iw •� ow ar � wr i INSPS TION NOTICIC City of Tigard Building Depniiaent 13125 BW Hall Blvd. Tigard, Oregon 97223 r Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 639-4171 Inspection: ,C 7Ae-( L-" Footing Plb9. Underetab Meeh. Rough-in APP r/Sdwlk Found. Plb9. Top Out Gas Line FINAL: Post/Beam 8truct. gen. Sewer -Bldg. Post/Beam Mach. Rain Drain / insulation -Plumb. Plbg. Underfloor Water Line Gyp. Rd. -Mach. Date Requesteds _ Times _AM PM Address: Permit #sLl- � Builders�.__ � _ TAE FOLLOWING CORRRCTIONS '.RE REpU1REDs Inspectors i _ Date: APPROVED DISAPPROVED PPROVF.D SUB.TRer TO ABOVE Call For Rainsp. zNs�ECTtoN NOTIca 44- city of Tigard Building Dep►rts—t2�3 13125 BM Ball Bl,,,'- Tigard, Oregon Inspection Line (Rac-O-° ••a': 639-4175 Business Phone: 639-4171 Inspections_------ -'\ Underalab Mech. Rough.-in Appr/.dwlk Footing Plbg. �• Pound. Plbg. Twp Out Gas Line FINALi Poet/Beam Struct. Sall. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plu:*:�. Gyp. Bd. -Mech. pl.bq. Underfloor Mater Dine //–�� `� Time: T__At PM Date Requested' ! //,,//// �� LI2.ZId yr Permit Address: Builder=-D-4w_-• ------ THE FOLLOWING CORRECTIONS ARE REQUIRED: --------------- ^V1L� 0 Date: In�p�oto +_ APPROVED DIB ROVED APPROVED SUBJECT "O ABOVE Call For Reinsp. INsrEcrlon IIOTICE city of Tigard Bnildiag DeParts" 1- 13125 BA Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone): 639-4175 Business Phones 639-4171 '-- Footing Flbg. Underelab Msch. Rough-in Appr/Sdwlk Found. plog. Top Out da■ Line FINAL: Parc/Beam Strad. San. Sewer Framing -Bldg. Post/Beam Neth. Pain Drain Insulation -Plumb. Plbq. Underfloor 1 Meter Line Gyp. Bd. -Hoch. Date Reques)fteds Times _ AM Address: /r� �� (diG�i.f�rLc�J/'t Permit THE FOI.LOMING CORRECTIONS ARE REQUIREDs /l) � �-.�cam! 1/t� r.s-,.c.f�t.ft�•L, .4 .,.��t -M�+ ZIA- 01 P Date:_ Inepsetors vV APPROVED SUBJECT TO ABOVE APPROVlD 0I8APPROVID Call For Reinep. mq nar a wr u� we +� XNSPl:CTION NOTIC= City of Tigard Building Department 13125 BN Ball Blvd. Tigard, Oregon 97223 Inmpec:tion Lirya (Rec-O--Phones 639-4175 Bueineea Phones 34-+4171 Inspections_ Footing L Plbg. Undarmlab Mach. Rough-in Appr/&dwll: Found. Plbg. 'Cop Out cam Line FINALS Post/Beam Struct. San. Sewer Framing -Sldq. Post/Beam Mach. Rain Drain Insulation -dumb. Plbg. Underfloor Nater Line Gyp. Rd. -Meeh. Date RequeeteAs_ —��L �'a L' Times AM PM Addreen:____ 1 � �{�{ Permit fs !2_z) _U/4P Builders L TME FOLLOWING CORRECTIO11S ARE RBQUIREDs lnepectors _ Dates_ld�//�CJ G APPMM DIBAPPPAM APPROVRD BUBJRM TO ABOV2 Call For Reinep. INSPECTION NOTICE r% , City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-41,775 Type of Inn,ection 77 Date Requested —_ Time A.M. _ P.M. Address Permit 4 / Owner Lot BuilderThe following Buildiog Code deficiencies are required to b+, c,)rrected: Presented to _ - - — - - ----— i Approved Inspector/� - /, Disapproved Date CJ= CALL FOR REINSPECTION C7 YES 0 NO W INSPECTION NOTICE City of Tigard Building Department / P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection —.-'L— h�i[�z2i�----------- Date Requested .. /�� 3 D Tim M. -- _ P.M. Address _�_ 1--- -C_,, / Permit —--` OwnerL^^ — _— — --- --- Lot #� -- ---- aid aner _I/ —_ --- The following Building Code deficiencies are regr;red to be corrected: Presenter) to — _ _- pproved Inspector __ __ --- Disapproved Dete CALL FOR REINSPECTION ❑ YES ❑ %o gar Project No WASHINGTON COUNTY INSPECTION CARD �G PERtA1T NO. ,�L' DEPARTMENT (W LAND USE AND TRANSPORTATION C �1 ----- f UI; N'.PtCT IONS CA[L: h4U-3561 . 24 HOUR') D>> fUk INFORMATION CALL: 640-3410 - /- Ll: J - ----E- - PERMITEE ADDRESS PHONE NO. - DIRECTIONS -----------��-'" :CT ISTRUCT r PLUMB El MECH []ELECT - CALLED IN BY APPROVED. REaUESTED INSPECTION' APPROVED - l1OWFVCI NOTE: (�NOT APPROVED: — —� REPAIR OR REPLACE AND RE-INSPECT: ' f STOP WORK UNTIL- INSPECTOR_ - r 1t $` -Project No_ NTgSPECTION CARD yVASHINGTt�N OU DEPARTWNT OF LAND USE AND TRANSPORTATION PERMIT NO. FOR INSPECTIONS CALL: 640-3561, 24 HOURS /I FOR INFORRL I ION CALL: 640-3410 DAiE ADDRESS PERMITEE�' `- l� ( � -- t PHONE N0. ------ ----- _- DIRECTION'S Ll � � ';SF'ECT10N6: MSTRUCT OPLlIMB OMECH ELECT CALLED IN BY ❑APP D. E �-i -QUESTED INSPECTION APPROVED ` �� •►�L1; Hl1WEVER NOTE E IRFPAIR NOT AIMROVILLh OR REPI_Arl AND RE- INSPECT: STOP WORK UNTI!_ DATE — - - -_- \ INSPECTOR____ 1 I INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 ' Type of Inspection Date Requested_ � 'j�Q -- -- ---/ --Time Address Permit # � Owner _ Lot # Builder The following Building Code deficiencies are required to be corrected: I Presented to - ��Approved Inspector — U Disapproved Date c�0 CALL FOR REINSPECTION C7 YES !7 NO I I W1 owl 7 ClIrf OF T117ARD MASTER PERMIT COMMUNITY DEVELOPMENT DEPARTMENT CRYO�R� I'Clyl'I I T (�, • • • • « • » I`Ir3'T'�H-d 1.t:,�f 1312!.SwHriBk. P.O.Box2*397, 1'RIM. PERMIT N« » MST90-••01E:,4 Tlq�nd,Onpon 97223 ,608)=4176 . 1...era 71 DATE ISSUED., 06/19/90 :3I TE' (tl�lil E:SS. ., « » i�::7.s ;)W LWABUSH L, 1 P' WCE:L.» :L 3i33DD-0740(3 UDD.I.VI;a10W. . , ,. ; VI:L_1-AGEY AT SUMMERL-()1/,! I0N1N(..•;» LOT.. « « « « « « . « . » 113 ......_........ U U 1 L.D I N Li _._._.. .______ _._ .._._ __. _ ._•_..._.._...._.._.._ __....•........ i�FW:I'SSl1E»'�0-(t11 (a4/GA DWELLING UNITS-.14 BASEMENT« . « .. , . -.0 4 s•f (:;c.ASS OF W(JRK. »MEW NEDRMS. 3 BATHS: 11 GARAGE. . . . . . . . . . »5101.0 !'s f TYPE. OI"• USE:. ., ., -Sr- FLUOR AREAS- . -___.___._.__-. RE0U1RE::U SETBACKS-•----------.-••-• _..._.•- T'Y1='F:: C)F CONS'T« »511 1:7IF2ST . ,. « . »49 12 sf L.EFT., . -52 ft R1GH'T . »07 •f t; (')CCUF•'(-)N(::Y (:;RF)„ »R3 SECOND. . . » 1`3 s FRON'T . »'7Y ft RE.AR. . iMS -f-L '.:'T'ORTES. « „ •, ,. „ »r THIRD. .. . . »0 23 S'i REQUIRE U____..__..___.._.._...........__...._._.._.. HEIGHT. « « « . „ ., . »20 f•t TOTAL. »E:,ll !sf SMfJKE: DETECTORS. » T' F LOOT; I._0AD. . . . :;40 la s V(4LUE.. « . ., . !t 1.07574 PARKING SI''ACE:'S., „ F�emarks» _...._._..........__.__.._..._........_.._..__..._._..__._...__....... ..__._..... PLUMBING ._.__...._._..__ ._�... ,TNKS,. . . . . . . . .. . ... 3 F1-00R DRAINS,. . . . »F3 BACKFI_.0W F'REVNTR:�. „ [JiVATORIE:S. .. ., ,. .. :31 WATER IAE:ATE RS. « . ;; 1. T'RAF'S« I L1lr/SH0WF::RS„ ,. . ., - 11 I-AUNDRY TRAYS. .. . A C,()T(,H L+AS I:NS.. WW TER C:L..0SE'T S. . :0 SE.WE:R L_I NE: (ft) . :00 GREASE. TRAP'S. 1)1SHWAS1-4ERS. . . . ;; 10 WA'TkE:R L..INE: (ft) . 90 H 0TH1--:R FIXTURE::S,. „ „ . « ,;P1 )PRBAGE_ D.ISG« « « »0 RAIN DRAIN (ft) . » 10 WASHING MACH. « . » SF RAIN DRAINS. « » MLCHANI:AL ._._....._.-._....._..._._._._......_. _._............_._____.._. ....... FEE S I UEL.. 'TYN'F',_.._.._.._____...._..._..... UNIT HT'RS. . »0 type ani(Jl.(1lt by date! •re( l7i VE:NI'S « . . .. « :41 F'AYI"I 9; 40. 00 JL.H 05/15/90 '!AX I II'(.l f»O(d 1.CI BTU VI:::NT FANG). . -.01. BPR'T 4, 453. 139) ! �' I URN < 100K . . :0 HOODS. . . . . . »0 DF'L.0 $ 40. 00 URN : x•100K . . -0 WOODSTOVL'S. » D5F'C; $ 22. 6115 i I..f,OT< F'URN. . . . .. CL.O DRYERS. G 1 STDG: $ 600.1 00 /("111 ' < 314F'» C)TI-iER UNITS.- J. 9S>DC $ �?15(a. 00 GAS OUTLETS»3 PARK $ 250, 00 / ws7 e r » __._..........__.___.._....._....._..---._...__...__..._._........_._._......._......_.... M 1='R T A> 4 0. 'S 0 ?ON M0RISSETTE:: E(LDE'RS, :CNC. MF'LC $ 10. 1:3 1 ' 0 I:+UX 1.9151..'4 171 PC $ 1'. 0.3 F'F'F:T $ 14F . 00 ,ORTL..ANIi (JR 9721.9 F'51-'L: 1; 7 1 00 / Phc)rse N» 03 244•--9314 MISC b .3H. H0 CaiitraA(-ta•r. ............_..................._. ...................__.......__...._-.....__..._ .. .. F:'AY11 9, 1.80`1. :x1. JL-H 03/1.5/90 DON MC)R.T.SSE I TE: NI-DE::RS, IN(:. I- () 1?0X i 9 (P4 F;rIR114)NU OR 97219 f'haric• N;; ':503-E,20•_75:38 Reg tl,, . ,. 35533 '1; 1 !145. 31. T0TA1- This persit is +slued subiect t- the regulations contained in the - - - RF.L�t_'IRED :INSPEC'J:IONS - T,gard Municipal Code, State of Ore. Specialty Codes and JI other Fant/f m.trid .0-1sp Mechanical Insp �volicable laws, All work will be done in accordance with approved Wtv F'•rc)(:)f i.1.1g E(sm F•'lUmb TOP OUt plans. This pertit will expire if work is r,,, started within 18 F10%t/Dean) flisp F-•r:-Iviq Ir1sp days of issuance, or if work is suspe ded for a tha 188 ayi. C•raw:l Drain Fireplace Irisp usm" t. 91ab Gas I...i.ne Tn!s11 F'ermi.ttee Si ynatU're;; __.l. ... .. u1/c111de•rs1.ab i n 111s10. 1tian lnsp PLM/Uride•rfloar Gyp Boa-rd I1isp Tssl.(Fad By". n.. _.......__............. ....._........................._...... ...................__... F...(-r1q Urai1.1 Ds;m' t Rai.r1 drai.r7 Ii•1sp -- Lc�1J-jr�r ius per,tiuij I. (IF TICAPD REC—E:lPr OF PAYMENT PECE:TFT NO. 744 CHECV, AM UNT s 1555. 71 MCIR'ISSETTE. DON CASH AMOL11',4T t PAYMENT DA'rF--" t SLIBr)i V I'S I ON v PORTLAND. OF', 7 F'421 9, F,UFr-',OGE OF Pg;YMENT AMOUNT PAID Pt,'RPOSE PAYMEViT AMOUNT PAT PLUMBING F'EFk'll 140. MECHANY I.- PE 4(.'.). 50 ST. DUILD 1`14,' "1 .?is Rl.-AN CHL,J FE 40. 1 :' --)TRFET 33H 600.CIO ST)( 1.2739 SW DANDUSH TOTAL ar1CUr,Ir FAID I �- — - — — !, SEWER CONNECTION CITYOFTIFARD /��./�.��yy//��yM rC Mr / F��HRMIT. G/�`� �t 17It W1tK IAT�Ri/ PERMIT J. 1 #r r r . r r r Q SWR90-0160 CJ"'C71(J CJ COMMUNITY DEVELOPMENT DEPARTMENT aewa« PkIM. PIER MIT #. Q MS 1'90---01 G4 13126 SW Fw1 Blvd. P.O.Hox 23397,Tlpad,Orpon� ark+° DATE I S S U E D Q 06/29/90 SITE ADDRESS.. . . :: 12/39 SW DANBUSN CT PARCEI_Q 1S133DD••-VS7.1, f:)UBDIVISION. . . . - VILLAGE AT SUMME:RLAKE #3 ZONINGQ I:+LOCK. . . . . . . . .. .. .. 1-07.. . . . . . . . . . . . . Q 11;3 TENANT NAME. . . . . : USA NCI. . . . . . . . . . :41660 FIXTURE: UNITS. . . : C!-(!GG OF WORK. -,,NEW DWELLING UNITS. . : 1 TYPE: OF' USE. . . . . QSV NO. OF:' BUILDINGSQI 1'.W3TALL TYPE. . . . :BU-3WR IMPERV SURFACE. . : r,s i' Ftcami.A•rk.s DON MORISSETTF BLDERS, INC. -t-,y pe amot.tnt by data r(.1cl:)t f! Cl, E+OX 19524 PRMT $ 1.250. 00 INSP $ 35. 00 VIORTLAND OR 9/1219 PAYM $ 1285.00 Jl...li OE:,/30 90 f1bc+ne #: 505•-244-•9:314 C.L7ri raC'to-r,- ____._....__.____.____._.._._....__._.._.......__..._._.._.. CONTRACTOR NOT ON FILE $ 1.2811;. 001 TOTAL. Req f#. . ., _.._....__._._.. REOUIRED :INSPECTIONS ._..._.._..___.._.... This Applicant agrees to comply with all the rules and regulations Sewer Inspection _ of the Unified Sewage Agency. The permit expires 128 days from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side SPweT laterals. If the sewer is not located at the measurement ^iven, the installer shall prospect 3 feet in all directions from the aistance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Agency will install a lateral. ........._.... __..__.................._....._...._ ........_.................................__ F,(?-rmittee S:igriature: Cal.]. •far iritspectiuri 6,39•-41 W5 iii_iiiii Uiiiiii A J..I _i f / ICB EvartFiat o Se C ry i c e, I P . :t• i ' a�Asubsidiary corporatio(7ohhe-1 ternatlonal Conference of Building Officials Report Flo.3 REPORT;' U,Y, i POOLS osa►s 'C 1 .r tri J � I ; •backfill lice t and the RESIDENTIAL for a typical cro�s�jeetibn of the'pools The p fillin of,the pwdl is•to'be'aecompliahid ct>ttcurreMly The vin 14 inata in strict C"pllam With the manufactwcr.'s ion•M ,SUITE G jIl month waterproof surface,conforming to the'pool wall and bottbrir !. >iW1fr M�faces:All plumbing and electrical equipment aril their installation nittst e coliform to the plumbigg and ilectrkal codes in effect at the con sett.The poolsbW be mstalkd without a soil investitions a qualif prvv�ded cone d the follawin „ site,is apprtpvtkd by the local building Z1: s�lo�'= ; �ata . F , iM�,iiak L' 1of �aE stet fi i�- ttauadF'E j F r istenc a of groyadwrtet Wlthtn thG�epth bf•the pool '1161e 1lI.,' eottattbi zidn '`"+,L p t�2 :0itence of any ti!kx patted fill i4 cdntact with any poi it side 'Poe S. palviniided �ttropa�(dws'electiical lighting:W..1. 3 ;xuu� of any capansisc or aOl type-soil at or wit aad bact�iping:ind.pounng a wee beats of the , '.'tent the pool arca. 1 �ppteIs ani No.:l4 jx*ASTM 32� t'Mnid Mel Existence ny soil v►hict(N ill not fuppo iort the walls of ext ' tpecttttt of 3 eta b inches jn he by t in r at tha deal slopes. for T o 2.601 Pool Version i�2: D: ,�y!# o; �,re tIt nudkn�th ividt t} f� ittt ib,' S.� Locakjon of proposed pool excavation so that it w t6e.btsClt of paint,77te im) iiii J��0'. ' tendency to endanger adjacent structurti..` e4ch1 joint.t 1111elt.bn C4 If one or more of the above conditions is.ekountered.the cxca%a by 10�K-nth by mch bolts N lel. the f col shallcease imritediate until.the s tonditims t ; refer to Fgurts Npa:1. 2, 3� be�A"tivitbvued;�tid;tecointt�eft�tiotisti�a q so is en ` liner tstMtutsctulld by p igls.,'I1k'i -Thi bagineers n:pon of this'Ovtew mind recommendation arc to be'.s ' rafts I of fall tim8s A'pettttanent babe attached to, ted to the buikiiet bd icial.hasten Aurisdiction and his apprir,yl E s teed as follows _ j� obtained prior to coMinwn:c hes K'ork. The pods arc i me Uetnain fall d«later at a1f may r r instalion ly hctory�teain�edand i dtstribulon a�td"in ifwaier level is'dlow�ed to drop inlet. omp req y-� iabla drawdotre in noticed.. lit becomes C. 189 Sopplenient to U.B C his report u unaffecd ^L r" to drain'the pod.tontact Wldor A beiates Inc.. Supplement. !,/ . t 4 for ieWwdoes.•t D.ldendfieatM The pdd compatetds i4m shipped i cartons 't' label will be ihsulled adjacent to the above sego b} the fled by name titpresa of trtamifacturrt>snd pcol model�stgnati 6eetgee.givrbg his tdu�he.adtfress tntd tekpltonc ptitttber. III. EvWe >1a�.ittltdZ Lrtti:900,r,�fications aid manufaccutrr'� Tee site fat'dte pool b u •py !n 1a dation instructions hairs btxA sobtnittcd. ttritied Noll area '11te�s�1ee cavaied�pprostimtaeCs *e Perrot* �1ong the vMical wall Itiir:'iltis'p!nrtit;the Findings �e pools tied the A-fnttte btadiv W t,(IorvsE for in eottt r me beiM;which is pt>trtrd��the pierlrrteiercf IV..,: `:1'Mt Hddor IedttMrks'V�-used 1e-�ud teles h}d!d rttcases',the A-/nnte, ttltd th ..Owl!take as dttscrlbed in tib report leen b the NSfiUnlitw u: WA 2doot pttnef:. COOM" d ac,showy to ftUdht` .st bjeet to the tollo�ine conditio + .g:•The fine gritting of the botbm utilizes:a:2-il 6 1. ;,d 1i�Ilatiott comply.deb this report Md nK nnttufactuted by'W •R: aeterer'a isle tio+o• tttt�a�ied w the artd bottoir►of tk pobh'Y<s o j P111111111bling installations easnpy .dth The m by the s instrwicros ' b OHM of the tottstructien$ire. atad e�equipment irinsulkd to dee rnunedute pool I tafiYed by fadory4raiawd b*tWkn sppret�N by beg d the Will',poets!!H in eottetraeaontt w 2 �' ,' jeaukieg tlertital and lateral ionds��'i�'t Mad!ed dt � / . is to Is hl 011e)'taL• . ti. • 00'Efr°lt♦ ` ti,.t� � 1'�.�'a �" Y/ �.t t' • _ ,t. ',!� .,��y S 7 �• Pt �K'� '"q'p ,r C 1 -r �j !7i te. y' s �r"7"'• • x Y i��l I� 'r• Y."1. •� }tilt � / r .i;+,¢ t � +r�� nl � �. .YF:•- �f• l�"�, 11 �t �r. e {�f�i�,yyyy��,, ��.JRst'�J 's.T1�� r ,•� l� l �ti •. 1' !•\.!% r1,�• M ;'�x;��,�'}4slyt,•"'�,.�L', �1'F"• M'�; x ,:til n:14''3 't:� 'x ��,�./r t$, •�ll�'t�' � � .�,� .: t ,•`� "F !.'� n' ��Y,.N� 9.,'74r.�,+� r .�Y•1�,4. � ►•r+��i,�{tc ,�'(',,�u + ; �.a� t ' �''� _ - �1 t {lj �'+. t ' Y: -isF'�•t:•• �' Y.a, •1 i r`� �;I K.�. i, =�ti ,'�'r«.f P;.•t.' .t h., xrl.LF„fa ��. ,.�if:r. .:�•'k i. -,� sY".t' �?A•. •L� „ t • - ' •� ♦ Y�r fir• I��.+• R IC�BI'' Evaluation Se i Asubsitliaryco►po►aiiori vt a International.Conference of-sbildi gOffiCia s Report No. 'r EVALUATION REPORT .oily, f+ho tioo�s osa►s r`2") ' for a typical cmts section of Ilii pools. b krill placement do r1,p DI.(�ROM WMENTIAL a a. filling of the pool is to be accomplished cbncurrcntly,The vinyl lin S1gDMW4G= installed in strict compliance with the manufacturer's instructions to a ..11n" .INC. smooth.wateeproo surface conforming to the.picot.wall and' _ 1Agp� G and installation r }pQQiIX,A111ZONA 115016 conform to t plumbing and electrical equipment tctA' � + _ con(omi to the plumbing and electrical codec in effect the cogs .eke,the pools may be idstalled without a soil investigation by a quaI 1..Sip"Vinyl.lined In-gr6w d Swimming pools. soils engineer,pro vtdtd none 4f the following conditions is encou l; ii- dam= Getienl:Tlse swimming pools consist of various and the site is approved by'the local building official: w dks'jshapes roil ad ate lntttided for Stile as tesidentsil in-gtounti 1. Existence of groundwater,within the AleconA t the pool ex i t k 111101.1.111te,general constntetion entails ociva _ ?, Existence of any uncompnctd fill.in cohort with ally porion. poor instals ' o vanized steel wall panels,galvanized steel angle pool. F Inua1 pumps•titter.ek:ctrical lighting,rte ly beam at he s .3 Fsistence of any.expansive nr adi,he,tylx•soil at or within pre Iyer and k filling rind pouting s•walkway beam at the confines of the pool afell ,d t+oR 76e sr wall pranels ar No. 14�tauge ASTM A•SIy(<alvanized steel q Existence of any soil wfiich#-ill not support the wills fit easav of 3 feetb inchei in hes ht by 8 feet in*ftgth. d Feet 0 inch b 8 Jot 0 at the desired slopes. � �- Suodsd panel size fix 2-tori pool version is 1 f y les I excavation so.twat it would bidbi (ye arab are inforced at midleegth with a 2 atSffene S inc in, S. Location.to the proposed'poo depth sselded to the k face of panels.The steel will panels are laterally ,, , tendency to endanger adjacent structures• sapperkd by a system at each panel joint,typical) t feel on ctniec If one or more of the ebove.eonditions is encountered,the excavation Panels are)fined 1 WA-inch by 1-inch bolts al each a�ef�oint.For the 1 shill cease immediate) untililie specific 2onditions at the site ThF Inftsrmation; Figures Nos. 1. 2 and 3 p(1fe liner•b a beenntteviewed anl,recommendations made by i qualified soils engi polyvinyl chloride 1i ufattuttl by'Tenneco chemicals.I'm Pool • ledeio lheebuildiog e iii ofricof ialsha%ing jurisdiction rria d his,tippmmendation rma-mus must tegnfi full of weer d all times.A permanent sign is td be attached to obtained or to continuance of his work The is are intended y the pumping equiprrient and read as follows: p^ iititice:"I h to remain full of water at all times.Pool may I Bance with h tha Stu rcmenis of this t�epdn� bWcxaiand in be damaged ifwaitr level is allowed to drop bel&iv pool Inlet. p Wben appreciable drawdown in.noticed.a if it becomes t;."1889 SuppMnedt to the U.B:C.: chis repos is unaffected by necessary to drain the pool,contact Heldor Associetts Inc.. ,Supplement. Vol Components are shipped,in cartons i or ill agents for instructions. D.kite Minn:The ompo K,perrrtanerit Leel will tx in adjacety to the above sign by the Pied by icon address of manufacturer and pool modl designatior4 mriufagturing licensee giving his name,address cid telepAorienumbrr. IU.Evlde 5nbAivad:Pians,speaificatlons andjrtanufactur8r's a The site for the is initially excavated to require a stallation instructions have been submitted. B.4 "";. boot below the vertcal wall Brea.The is ovrrexcavated appro;imateh Flnd'ngB around the-perimeter alongthe vertical A-A)line.This pe emits Thr r inuallation of Bre-pare Is and the Aframe brains stems and allow s for an g inch-minimum concerts beam,which N poured'►mund Uu perimeter of IV.Findings:TAat Heldor lndustries�Vlayldlued lo-troitnd reportn tIllig comply with the 19(tltVol f de bottom the r' andoot pariielss coeeete is placedand Uassteel shown stake in ming ing C as de,su ed ibed I the followdnp co"dor., . poohBrlldlnx Cad 1 with fids repon and �A of F�igrre No.3.The tint grading of the bottom,Utilizes a2-incl►- a•, Materials and pool Ipstallalion oomph tniaimum CPBArtoncrett pool base aggregate manufactured by W. R. manufacturer's recanntendatloRs. Greece and Company and applied to the slopes and bottom of the pools as, s, The electrical rind pltlinbing instsillatton3 rompN with the mctimmerded by the manufacturer's instructions. spettive codes to effect at the comtructlon site. The 0lumbing and electrical equipment is installed in the immediate pool' 3, the pools ate Installed by rectory-trained installers appro a base d the side"I panels is anchored in concrete footings to He r A tee,Inc. ri�the resulting vertical and lateral loads.Refer to the attached drawing 1" tsaminatinn in one)ear. This report is stlbf ed to re i ICI30 Evaluation Service, Inc . l A sub-5idiarycor-iorafio►l ofaie International Conference of Building Off lcfa s Report No.3708 EVALUATION REPORT _ July, 1986 Ring Category:SWIMMING"')OLS AND SFAS _ — _ — VINYL-LINED IN-GROUND RESIDENTIAL for a typical cross section ac the pooled The backfill placement vi nl and the filling of the 4,001 is to be accomplished concurrently.The vinyl liner SWIMMING POOLS installed in stnct compliance with the manufacturer's instructions to a� arc HELDOR INDUSTRIES,INC. a smooth waterproof surface conforming to he pc-1 wall and r-,rttom 2701 EAST THOMAS ROAD,SUITE G surfaces.All plumbing and electrical equipment end their installation must PHOENIX,ARIZONA 85016 conform to he plumbing and electrical codes in effect at the construction site.The pools may be installed without a soil investigation by a qualified 1. Subject:Vinyl-lined In-ground Swimming Pools. soils engineer,provided none of the following conditions is encountered It. Description: A. General:The swimming pools consist of various and the site is approved by the local building official: sizes,shapes and depths and arc intended for use as residential in-ground I. Existence of any tence of groundwater n water ithined llh depth t of the 1any,-,o excavatioportion cr the swimming pools.See Table No.1.The general constructional ened entasteells xengle pool. tion, installation of galvanized steel wall panels, g braces,installation of pumps,filters,electrical lighting,etc.;the placing of 3. Existence of any expansive or adobe type-soil at or within the one-^lace vinyl liner end back filling and pouring a walkwayy beam at the confines of the pool arca. top.�he steel wall panels are No. 14 gauge ASTM A-529 galvanirrd steel 4. Existence of any soil which will not support the walls of excavation available in standard sections of 3 feet 6 inches in height by 9 feet in length. at the desired slopes. Standard panel size for the 2-foot pool version is 2 feet 0 inch by 8 feet 0 S. Ln ation of the proposed pool excavation so that it would have inch.The panels are reinforced at midlength with a Z stiffener 5 inches in fendenc to endanger adjacent structures. depth welded to the back face of panels.The steel wall panels are laterally y The panelby arc joinedr system 10%at by I inch bolts alt each panel faint 9 feet on center thefpcol shalone or l ceaste e i tile mm d ately untilcthe specific conditions at the site have further information, liner in ured by Tenneco Chemicals The pool The engin ers'report oreviewed and f his review and ecois made mm ndator ion arc to be sualificil soils uhmit- polyvinylled to official roval inust be must remain full of water at all times. A pcnnanrM sign is to be attached to obtainedepriordto coni nuance of his The poolsaare intended for the pumping equipment and read as follows: installation by only factory trained and approved distributors and in strict Notice:Pool is to remain full of water at all times.Pool may compliance with the requirements of this report. he damaged if water level is allowed to drop below t be inlet. P When appreciable drawdown in noticed, or if it becomes C.Identlncad dress pool components are shipped in cartons identified necessa�y to drain Tile pool,contact Ileldor Associates Inc., by name and address of manufacturer and pool made)designation or its rip`nts for instructions. III. Evldenre Submitted: Plans, specifications end manufacturer's A permanent label will be installed adjacent to the above sign by the installation instructions have been submitted. manufacturing licensee giving his name,address and tel-phone number. Findings B. Installation:The site for the pool is initially excavated to require a grade below the vertical wall IV.Findings:That Heldnr Industries'vinyl-fined In-ground Swlm• urea.The site is overexcavated approximately 2 eet ertical wall line.This permits the ming Pools as described In this report are alternate methods of con- 2 ffret around amuu nd the perimeter along the vof the panels and the A-frame bracing systems and allows for an struction of swimming bots under the 1985 Uniform Building Code, 8-inch-minimum concrete team.which is loured around the perimeter of subject to the following conditions•. the bottom of the ppane',s ami encases the A-frame base and the steel stake 1 Materials and pool Installation comply with this report and The support For pools with 2-Foot panels, concrete is placed as shown in manufacturer's recommendations. Section A of Figure No.3 The fine grading of the bottom utilizes a 2-inch- plumbing Gminimum race and Company andtappl eldbo the s�rlxstend hanom of the girls as 2 spectl a erodes In effel t thconstruction itrenply with the re- recommended by the manufacturer's instructions. 3. The pools are Installed by faclary•tralned Installers approved by The plumbing end electrical equipment is installed in the immediate pail Heldor Associates,Inc. arca The base of the side wall panels is anchored in concrete footings to This ort Is subject la re-examination In two years. resin the resultingc rePo vertical and lateral loads.Refer to the attached drawing g the bers FW u..lion npor osbof('based,Evaluation vial alfinnrro reports erre►olIn'io he ran--- streed as reps senY to tinK Information nr an other otfrihure.�nnr.rp�ij'ciafltnn iAresreAen�an irh fhr report r endorserrrenf or rerommrndalinn jnr use njthr suhjrrt npnrt.io report Js based upon indepenAent tests or other terhnirol data submitted by the applicant.The 1l'RU Fvaluation Servire,lord,frchnical stajjhns ilifir to rvir%aluard the tion tiervirrrt Inc., express or mrplied but at!a env net-Finding"tferor othersmatterlin the report or ns in nnv prndueternvrrrA by hr report. this disclaimer includes,but is not limited to,merchantability. 1 of 6 +� r In An IN �� Mpge 2 of 5 Report Na.3708 TABLE NO.lk--STANDARD POOL SIWES AND CAPACITIES • oEvrN --� SURFACE APPFMIMATE shallow DN AREA GALLONAGE CONFIGURATION size End End (111I.Ft.) foals.) Rectangul^r t 12'-3'x 24'•3"_ 1'-4" W.O. 297 8791 Rectangular 14'•3"x 28'•3" 3'-4' 6'-0" 401 11,7(10 Rectangular 16'•3"x 24'-3" 3'-4" 6'-0" 394 14,264 Reclanguler 16'•3"x 24'•3" 3'4" 7'-0" 394 15,400 Recungular 16'-3"x 32'•3 3'-4" 6'-0" 524 14,952 Rectangular 16'-3"x 32'•1" 3'4" 7'0" 524 16,392 Rectangular _ 16'-3"x 32'•3" 3'-4" 9'-0" 524 18,800 Ian alar "x 4 3 J'•4" 8'-0" 557 ._2M Rectangular - IA'-3"x 36'-3" 9'-0" 062 24,000 � Rectangular 20'-3"x 40'-3" 3'-4" 8'-0" _ 815 30,000 Rectangular 25'•3"x 50'-3" J'4" B'-6" 1269 46,000 Rectangular 30'•3"x 60'-3" 3'-4" 8'-6" 1821 70,678 Lary'L 16'-3"x 32'•3"x 40'•3" 3'4" 81•0" 595 20,200 -a:y'L' 20' 1"x 36'•3"x 46'•3" 3'-4" - 8'•0" 943 30,500 True 'L' 20'-1"r.40'-3" 3'•4" 8'-0' 929 33,500 Octagon Flat _ _ 21'0" - - 4'-0" 310 84M octagon Flat _ 23' 7" 4'-0" 3 1 10,600 Octagon Hopper 21'-7" 3'.4- 7'-4" 39+ 13,250 Oval-Flat 21'0"x 29'-0" - 4'-0" 479 13,027 Oval-Hopper _ 21'-0"x 29'-0" J'4" 7'-0"-- 479 13,750 oval-Flat 21'•0"x 33'-0" 4'-0" 562 15,125 Oval-Hopper 21'-0"x 33%0" - 3'.4" 8'-0" 562 19,725 Grecian 16'-6"x 32'-6" 3'-4' 81-0" 500 17,644 Grecian 16'-6"x 33'-6" 3'-4" d'-0" 549 18,750 Grecian 20'-9"x 39'-9" 3'-4" B'•0" 743 28,850 'Rue Radius 16' 1"x 36'-2" 3'-4" 8..0.-. -- 596 19,045 Roman-End W/Str. 'Rue RadiusI8'•3"x 40'•0" 3'•4" 8-0" 721 23,661 Roman-End W/Str. True Radius 20'.3"x 42'0" 3'4" 8 0,. BJO 28,993-- Roman-End W/Str Round I9'-U" 3'•4" - 266 6620 Round _ 22'-0" - Y-4 11 __ 380 9800 Kidney 18'-0"x 14'd1" 1'4" 8'-0" 501 187400 Kidney 22'-0"x 41'-4" 3'•4" 8'-0" 702 26,250 Figure'6' 14'•0"x 28'-0" 3'.4" 6'•0" 360 10,600 Figure'8' 18'•5"x 33'-B" 3'-4" 8'-0" 518 19,60(1 Figure - 22'-0"x 40'-2" 3'4" 81-01, 739 28,700 Ellipse 17'•7"x 32'-9" - 3'•4" 8'-0" 451 17,000 _ Ellipse 21'O"x 39'-2" - Y-41" 8'•0" 646 24,200 Economy Oval - 14'-4"x 10'•4" 3' 4" 6'.0" 31,500 F•conumyOval .15' IB'•5"x -0B'-C' " 1'-4" "' SAO 21.OW NELD0119'WALL POOL Rectangular 12' x 24' 3'-1" 6'-0" 298 6920 Rectangular - 14' x 29' 3'-1" 7'-0" 192 10,075 Rectangular 16' x T4' 1'-1" 6'4" 384 9610 Rectangular 16' x 32' 3'•I' 8'-0" 512 14,360- Rectangular 16' x 34' 3'-I" 11,4, 544 14,945 Rectangular 19' x 36' 3'-1" 81•0" 648 19.69(, _ Rectangular 20' x 40' --- V-1 8'-0" B00 21,P'n ■w � w Report No.3708 : Page 3 of 5 r� 77e- 1fix cc CL t r 5 7. O"It ,vim ,. j Jill! 1 rr f fe 7 y ge4'of5 Report No.3708 ------------- it gill R1 R 11 . W yyyyRr JOJ s 1 f ie . ! ;� r Page 5 of 5 Report No.3708 C gni '�� li 9 ,1 i �� e��li��.: �►, � � �' �' of 1 J t R b,.P L cc t1 C�71 1 � � 1 M � tA1)1 ' ' 1'R tiIUN �'l)11 It ►I. NIt)Icn1�!01 GENERAL CONTRACTOR NAME CASEFILE NO.,—& ADDRESS: PERMIT NO.: ------- - , IY _ 1•�,`i-- AI'1'L1CAM NAME AND ADDRESS: ,��/�.� --V- � _f -`� EXCAVATION CONTRA1�TOR �'. Lj � - NA141-& ADDRESS: _L"' + ADDRESS: IL� TELEPHONE NUMBERS _ PROPERTY DESCRIPTION: (�l.t�( \ 1 LSI 'l` ��C _ � SI�REEI'ADDRESS AND CRASS STREET/LOCATEC APPLICANT:�``��.L..� OWNER �_�--C'L4`'►5` L."�tt_. _ ) �� 1 I�t11 i b . J , GENERAL CONTRAC DR:-L � t/I[ ( Rat _ EXCAVATION CONTRACTOR".' iL h1t�k'T SITWJOB_____--_— LEGAL DESCRIMON: TAX LOT NO.: — Zq HWAt"LER HOURS EMERGENCY I/4 SECTION_ CONTACT PERSON,TITLE,TELEPHONE: SIZE SITE,ACRES: -- ry ►� Al DISTURBED)WORK AREA,ACRES: _ LOCATION& ADDRESS WHERE SPOILS SITE RUNOFF DR ALNS TO:(CIRCLE ONE) LEAVING SITE WILL BE TAKEN ASN DITCH PIPE CREEK (NOTE:PF wrs MAY BE REQUIRED) C -- (CIRCLE ONE) PR VAT_E PROPERTY UBLIC RIGHT OF WAY EROSI N S MMFNITA1J0N C 0NTROL (FSC)NLLASURTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS - FOLLOWING CONSTRUCTION: DURING CONSTRUCTION: SEDIMENTATION FACILITIES STA%TLIZE EXPOSED SURFACE STABILIZED CONSTRUCTION ENTRANCE REMOVE AND RESTORE TEMPORARY ESC FACILITiTjS PERIMETER RUNOFF CONTROL- CLEAN AND REMOVE ALL SILT AND DEBRIS CLEARING AND GRADING RESTRICTIONS COVER PRACTICES ENSURE OPERATION OF PERMANT FACILITIES CONSTRUCTION SEQUENCE — OT 1[ER —- PLAN FOR EROSION CONTROL PREPARED AND SUBMITTED IN ACCORDANCE WITH-TECHNICAL GUIDANCE HANDBOOK'. EROSION,ON'TROL PLAN DRAWING,AS REQUTRED,HAS PLAN CONSTRUCTION NOTES COMPLETE.INCLUDII'G EMERGENCY PHONE NUMBER. SCHEDULE/STAGING FOR INSTALLATION ALLATAND REMOVAL OF EROSION CONTROL MEAS'IRES,AND APPLICABLE STANDARD I HAVE READ AND WILL COMPLY WITH THE ABOVE O E AND WILL CONSTRUCT ANDD MAINTAIN ESC MEASURES AS KECESSARY TO TAIN OWNER SIGNATURE APPLICANT SIGNATURE • • • • • • • • • • • • • • • • • s • • • • • • • • •pFF]CIAI_USE ONLY. • • • • • • • • • • • • • • • • a • • • • • • • • • • RECEIPT DATE ACCEI'TEL) RECEI VE.D BY FEE NUMBER