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12256 SW 135TH AVENUE-2 llo Flo Flo I ' i FUQ� cE _ ► � bio ?bray i � ' t$ to _. 6� lZXq x � � lHxlo I'D Ali ! f 60 1 - p /l o ISO j I I 44C , cloo� racA AJ� J y STEVK . li ow 1 1 I I 0A OUP REDEEMEP\ CHURCH SCALE: +APPROVED 9Y: DRAWN DYDAiE: . 0.. 4EV ISE,D 12256 IS W 17'.`A TH ()V F:hAJ INCHLV . 1 n F" :a DRAW:N0 NUMM[R M"CLIAMPRINT• - i_.._ III 1T, I 11 I I I I I I I I I I . . .� I�ll11�I�llllll� �Ilhfll 1111�1`I' 1� I1 ��1 Illll;�r Ihl�l (I�I 171,I � 1 r� llI�IIII �I� I�r I I I�I III I�1 I I Ill 111 1�1 1 � 1�, �I p��ll��tlllrllllllllll 1111�1�'�111111 ; � � w' I � ,,,�,�_ I__ 2 3 5 6 7 8 9 I I 1 2 1 NOTE: IF THIS MICROFILMED 4 10 - DRAWING IS LESS CLEAR THAN THIS NOT1CIii "TT 1S DUE TO THF. QUALITY OF THE ORIGINAL _ ----._------- - ---- --- -_ DRAWING. _ - ---. . -- - -- - -- - - —-- OE tiz 9Z Lt 9Z S2 111Z EZ ZZ 1202 61 91 L 1 91 $I tP I f•1 21 11 01 ----d,_-•_,.- 9 L 9 CA , -•IP •IE••-- Z 1 Na's" 24 )( �� dlIIl111�111111111111111uI�11111111111U1�llIIIUIIIIIII�I11111u�1aI��I�NItn��il11111�i11111111�11U1111111111111�1111111111111111�111111111111�1111�111�1111I1tMl�lllllllltllllllltnlUIIIIIIIIt1�11�i�u11u111u1111uItnllulll1l11�WUu�l11111111�u111u11111�1�1111H � r 1 JUNE 3 19 927, _ ^f .,.... _ 0 1 os,A T l __. Got w"Ei•R. I� X-.uG►► Liv4 GO.LIND F'AWtju jL _ , 1 1 ` 1 l ----- -. a'T To c< F•o.� t F-•cam - _. - __ ... ..._ - -- - lip. 1 i I l .— 1 __— I fw►� �`•uH s�� Fro„, f - E CITY OF T 1GARD Approved –- __..._,._.. on Cditionally Approved ........................................ .jam: $q, f ` �`�:` �'� �r cc For only the work asdes_cri In: �ti L I PERMIT NO. —AI A2' 3 See letter to:Follow. ............................................I 1: T _ I Attach Job V77 w1Vi4C• By Date: I LjI illlll.ATllI iiAj,:.EY f,mt MARSHAL OFFICE _ Appli-OVEID . . . . . . . . . . . . . . . . . . . /4 --- I CONDIPONALLY APPliOVED . . . . . . .. –7C APPROVAL. Cr PLANS 1S NOT AN APPROVAL OF OMIPMONS OR C1VERS*HTi. $IzMD LETTEA, . IOU k E b E E m�p\'q Cup\t A SCAt E: I u _ ' APPROVED BY: L�c DRAWN BY DATE: 5 - 9_ 90 G REVISED HVAC INC- DRAWING NUMBER t -- IrT 4 ' _ ., _ ` .. _, . _ - _- 2815 1 IR� Ij1 11 1111 111 111 t Itl j'1� I��jh III I�1 1�1 �1 I ' 111 1�1 1) 1 1 1 1 1 1 1 I I I I 1 I 1 1 1 1 1 1 1 1 I I I 1 III 111 1 1 I 1 i 1 1 111 111 1 r I 1 IIIA f ! I I I 1 � I' I I ( < < i ill III � IIn1Il1 � Illllll � lll � I � IIIII1 ) l ( lll � tl NOTE: IF THIS MICROFILMED = �— 1- - - 2 - 3 4 5 6 7 0 9 10 11 12 DRAWING IS LESS CLEAR THAN _~ THIS NOTICGi"IT IS OUF TO THE QUALITY OF THE ORIGINAL DRAWING. - ----- - OE 6z Be a 92 Sz 1z Ez zz I 0z 61 91 J.1 91 s l b l E I 21 11 01 --6 1-•-�.- 9 It 9 's--��--rl E z I sousw 24 )( ' ��1111111�11111111111111111111111111111�111�IIIIGIII�IINI1111�111111111111IIII�I��uII11HII1111H11f11��1n1111uIn11111n1n111►u11111dIn11111�11n11nIl�lurifn1�1u1111uIi11iluu111nInII�IH��Ii{�1�11111i111111111u11u11n1111wlNNIIIl11wL�u�l�ulllullul�lull 1111 JUN 3 1992 w w w i OIN CERTIFICATE OF �'�OFTIFARD OLCLIPANCY COMMUNITY DEVELOPMENT DEPAITIVENT CrIYOFTWAND PERMIT 11. . . . . . . : SUP90-01-44 oftem 13126 SW HWI Blvd. P.O.Sm 23397,Tolud.Orspn 91M(60310n4175 47 SITE ADDRESS. . . a 12a56 SW 135TH 5T P(iRCEL. 25104AS-041VW SUBDIVISION. . . . v ZONING: R--4. 5 BLOCK. . LOT. . . . . . . . . .. . . . . CLASS OF WORK. cNEW TYPE OF' USE. . . ;REL OCCUPANCY GRP. oA3 OCCUF,ANCY LOAD 1260 TENANT NAME. . . HOUR REDEEMER LUTHERAN CHURCH Remar-ks i Owner: OUR REDEEMER LUTHERAN CHURCH 12P56 SW 135TH AVE I"IGARD OR 97c.,--13 Phone #: Contv^mctork OWNER (3c"l- "Pa"c:Y Of the &tbclve t'efevencod building is 1ver'll .4. herobs r nil certifies 1 tho compliance with the 5iitate Of Oregon Specialty Godes for the group, orc.upancy, and use under which the referenced per-mit wos issued. W—T FIRF DrPARTME-*N'1:--------- - --- J.jij- DING INSPr-l "I R ,FICIAL POST IN CON SPI 0-1005 PI-ACF TIGARD BUILDING DEPARTMENT Request for FINAL approval on project. DATE: L 7- There has been a request to give a final approval and occupancy permit for the following project: v 2 L Please chack your respective file and verify if there is any outstanding items that will prohibit approval of the request. If the request is denied, please inform the applicant (or appropriate party) what needs to be done to obtain the approval. Planning/Ungineering Request: Approved Bys _ commertss C <C r '�c c i 1, .��!'� �t1�� l 6c - ----- - - - C I ,2/,f " S � P }ELEASE RETURN-0 THE BUILDING DEPARTMENT low L- 41 '14e c.2.zG t,�� /�C �. SLC ✓�}"t y � i 7e Requested By: 3� jr/tbuild-d.BR i i r INS.=CTION NOTICE City of Tigard Building Department 13125 8w Ball BRtd. Tigard, Oregon 97223 Inspection Fine (ReC-O-Phone): 639-4175 Business Phonr•: 639-4171 Inspection:_ -- Footing Plbg. Underelab Mach. Rough-in Appr;Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing �ldg. Post/Beam Mech. Rain nrain Insulatian -Plumb. Plbg. Underfloor Water Line Gyp. Ud. -Mach. Dato Requented: Gj _�J�— Time: /�AM PM Address: �.� _5'G, �J.>-`__ Permit 1: Builder: TNS FOLLOWING CORRECTIONS iW REQUIRED: r a Zr i- ire.,-3 y A00,Lt- 4e 00F In�p�crtor� _ Date: c � _ APPROVED DISAPPROVED APPROVED 81iBJR(JT TO ABOVL► Call For Reinap. i . � . J �,f`�{(1 i�, as INSPECTION NOTICE City of Tigard Building Department 13125 SN Ball Blvd. Tiqard, Oregon 97223 Inspection Line (R -O-Phone): 639-417 Business Fhono: 639-4171 i Inspection: Pontin ,,�� 9 Plbq. Und6Yelab Mach. Rough-in Appr/Sdwlk Pound. P!hq. Top out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plwnb. Plbq. Underfloor hater Line Gyp. Bd. -Mach. Date Requested:/ �! / r� z�•- T AM PN Permit Builder: 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: I - Inspector:1 Dates i1PPROVED DISAPPROVED APPROVED SUDdECT TO AM" Call For Reinmp. IN vq� TUALATIN VALLEY FIRE & RESCUE BJP r,I �� AND BF•AVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: RF&RESG OCCUPANT _� CONTRACTOR BLDG, PERMIT it PROJECT NAME PLAN REVIEW It — LOCATION —_JLs � �✓ ( G C� _�� JURISDICTION: 1= Be. 2= Du. 3= K.C. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= HC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION A11.LMPTED FINAL 0 Framing El Separation Walls C7J Sprinkler System C1 Shaft 1-1 Fire Dampers (Overhead/Underground) ElAlarm System El Hood Extng Systems Conference ❑ Spray Booth C,eil ing Cover Other i Date: - Inspector: i ( f � ` - {► y� �� INSPECTION_NOTICE Ic: City of Tigard Building Department —� 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 BusiaeBB Phone: 639-4171 inspection: Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk J Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Ltne Gyp. Bd. -Mach. Date Requested: lL' '7 {I f —Time: —.IK—.AM PM AddreBe•_ i .�� Permit Builder- THE FOLLOWING CORRECTIONS ARE REQUIRED: -ti `-1------ _ !3! Inspactors_. t� �1. — Datet DIS" PMMD BDEJRCI' TC ABM call For Reinsp. 1 CITYOFTIFARD WYOFTWO COMMUNITY DEVELOPMENT DEPARTMENT oeoes 13125 SW Heil Blvd. P.O.Boz 23397,11gud,Oregon 97223(603)634.4175 639-4?71 DATE ISSUED: 06/1.=_/91 1 FE: ADDRESS. . . 1,1'' 56 SW 1.35"H ST' PARCEL: � ci11714AL-tG141k :,UNUIVI'..iIUN. . . . : "ZONING: R-4. 5 ,LUCK. . . . . . . . . . . LOT . . . . . . . . . . . . . ::LAw=S OF—WORK. . ::NEW GARBAGE DISPOSALS. ., MOBILE HOME: SPACES. �'YPE. OF USE. . . . »REL WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . : 1 ICC(.J('ANCY GRP . :A3 FLOOR DRnINS. . . .. . .. . ; TRAPS. . . . . . . . . . . . . . . IUNIF-5. . . . . . . . ..c WATER HEATERS. . . . . . . CATCH BASINS. . . . . . . . Lf- UNUR,Y I kHaY�:. » . „ Vii(' aHIN URHIN::i. . . . ., . iINKS. . . . . . . . . . . URINALS. . . . . . . . . . . . GREASE TRAPS. . . . . . . . .AVATORIES. . . . . : OTHER F'IXTURE5. . . . . !'UB/SHOWE'RS. . . . : SEWER LINE (ft ) . . . . JATF R CLOSETS. . : WA1 FSR LINE ( Ft ) . . . . ; )ISHWASHERS. . . . : RA.TN DRAIN (ft ) . . . . I 1?cma)1.cs : Instill u��t i<-flow rievice far i-r^irv< tio1: system. IUP REDEEMER LUTFiI-RAN CHLIR'CP type amai-int by di1te 100 SW HAMPTON S7, SUITE 1�_�1A PRMT � 00 JLH O6/1 =' '91 VCT $ 1 S JL H (iARD OR 97223 plane 1i: 6A4-5142 .'ONTRACTOR NOT ON i--T!.,.E It_1Ii•1L. 1Nq At. REOU I RED INSPECTIONS - -- '+lis oereit is issued subject to the regulations contained in the Tioard Municipal Code, State of Ore. Specialty Codes and all other anolicable laws. All work kill be done in accortlanee with aporoyed glans. This pereit kill expire if work it not started xithin 18N days of issuance, or if work is suspended for ear# than 1®e days. ' t t e R Sir, I 1p" CITY Or' T'I GARD � RECE I t=""f OF PAYMENT RECE r P T NO. :91-2142 34 CHECI- AMOUNT - 26. 25 I'llAME. t H I LKEN, ROETEiRT CASH AMOUNT 0, 00 FaUI)RE� y e Nef SW SATH PAYMVNT DATE 06/12/91 SUHD I O U",I ON a C' POR-1--l—AND, OR 97 :25-- PIJRF'OSE OF' PAYMENT AMOUNT POID PURPOSE. OF PAYMENT AMOUNT PATLZ F,I—I-IMBING PERM _ _ :��. Q� fi'T.�BUII_D F"_-Ft N OUR REDEEMER I._U-I'HI FLAN CHURCH i TUI Al. AMOUNT PAID — —> 26. Z::3 CITY OF TIGARD PUM BI NG PCR IM IT 1.3125 SW HALL BLVD. P. O. BOX 23397 Applicants must hold Oregon Registration to conduU a plumbing TI GARD OR 97223 business rx must be property owner/operator not hiring outside help. r Name ofDeyelo mmq `"- (503)639-4175 I r"� .-" 1 Plumbing Permit No. Address, ` Description __1N_':5 _` ORS 1314-21.810 DUAN. PRICE AMT_ JobTax trot Map.No. - Address FIXTURES Lot Block-- Subdivision ---- ---- Sink- _ 7.50 Name or name Ise Lavatory _ 7.50 Tub or TvyShower Comb. 7.50 Address - Showor" 7.50 Owner ,Ity/Siete zip 7,50 i -, Distnvasher - 7.50 Phone i Garbage aspo.:al 7.50 Name - WashingMadwe W--- -- 7.50 Fba Grain --- 7:50 wate1v7anTKeq P hono - Fkxx HealerDrain ~- --- 7.54_ -- Laundry Room Tray - 7.51OCCu ant CAyfStato ZIP - -- - uri,al _ 7.50 ame Thione Off-Fixtures(Specih) 7.5G raA��ess---- hone P - - 7.so 7.50 Contractor Llty//state--- --W-_vp --_ _--- -- 7.50 MISCELLANEOUS - - City Bus Tax No Sewn K t st 100' 30.00 �lele i.�oei�7lci- -Stale -�s.�ic } Sewer-ea.Addit.100. 15.00 (Rssdential) Water Service 1 st 100' _ 20.00 I hereby sckrxrvk►dge the' rtsve read this wpp"&-)n,titsl the ktkxtnation Water Servioe as.AdddXY - 15.00 - - given is coned.that I em regisiered with Be State Du War's Board.and also Stone 6 Rain Drain 1 st.100' 30.00 havo a Stat-P`Irwrtbkq koense titat tits monbens QN*n ars tuned,that all - ---- - f*mebKeg work wit be done in s000rdanoe with applicable provisions of Ore- Storm R P-in Drain Addd.100' 15.00 gon Revised Statutes ChN*wv 447 and 693 and applicable codes and that Mobile"on"Space ---- 25.00 no help will be employed unless Oc�ansed under IXIS 603.(11 exempt from --_-.-- --- Stale registretiwt,please give r-aeon below). Back Flow Pmvendon I1t7MEOWNERS-I hrxeby certify ttul t am the owner of the property de- Device or AM41olhRion Deuce _ - 7.50 r 1 scrrired above.a1 wt*h beabon t propose b make a plurrCA g kvdakatbn kx Any Trap a Waste Not -�~ my own use and tilts prolwty Is not being con,%tnxlsd for sale,base or axil Qxw"cfed to s F+ttttrre 7.50 Caldi Basle 7.50 kup.d Exist.Pkrntwq --- - 40.00 Per Nr Spedaty Requesh d Inspectlau 40.00 Par W. --- --- --- ----- -- Altar.of Pkrnbltq vn hie an ExIal^g Bldg 15.00 min. AUTHOAVED SH3tVATURE- Date Now Bldg.or&M.Addition 25.00 mkt. Oescribe wo(k row[-] addition❑ sdteretlon F] repair 11 15.00 A2 be dont__ -- residential(1 rm-rosldenfial 1-1 r:xftw y uw of bltlkflrlporprolwaty ----__---- --.... _-_.- $25.00 minim SUB-TOTP.L , huposed u"(4 5% SURCHARGE. IxTW4"rtv ----- --- - ---- W)MT 25%t PLAN REVIEW TMs psr,ret boom•ss MAI"wld 1 vavk or oonetruodon a ftwusd Is not oom - -_-TOTAL n%�• maned*Id In 100 deyeror t oorwnjc#m or Mont M stiepw0ed or aberdoned(or a p rrkd M 190 dr n at any 6""a'f6w wain to Mff*% n*d *"cLAL OONOfnONs -- 1 Date blued by -- ililillim INSP!t=9 NOTICE City of Tigard Building Departsent 13125 Sw Ball Blued. Tigard, Oregon 97223 Inst.action Line (Rec-O-Pha,ie): 639-4175 Business Phone: 639-4171 Inspection: Footing Plkxj. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam tech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. Date Requested:_�_.��_r/j Time. -7 /� / �'�L h _l qq PM t t Address:--- P6 t "<-- rmi1: tea,&s� THE FOLLOWING CORRECTIONS ARE REQUIRED: M1 L LIE �l►_fc a. ' 65 i 1 1 CF L a ►t t c,w r>` c ,r y,F 14 r Inspectors I_ ,/��' • -- � _ Datel `' c1 APPAOVND Di9APPRcWE►1 APPROVED 6UR.mrT TO ABOVF. ra11 Por Relnnr. ff WA W_x W_ I� w W_ W LE INSPECTION NOTICE City of Tigard Building Department 13125 Sit Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business phone: 639-4171 Inspection:`----- �� r'� rT Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plb7. Top Out Caan Line FINAL: Post/Beam Struct. San. Sewer l�ltaming~' -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Wa tes Line Gyp. Rd. -Meth. Date Requested: r 2 ? _Time: Am pM r� Address: tt BuildLrI � 2 THE FOLLOWING CORRECTIONS ARF REQUIRED: /1 1 1l.Ld�. Inspector: i5/ ��APPROVlD DISAPPROVED APPROVED SURJECP TO ABOVE Call For Reir.ep. w SIGH PERMIT PERMIT #: SGN91-0003 DATE ISSUED. . . . : 01/11/91 EXPIRATION DATE: PARCEL. . . . . . . . . . 2S104AB-04700 ZONE. . . . . . . . . . . . R-4.5 BUSINESS NAME. . : OUR REDEEMER LIUTHERAN CHURCH SIGN LOCATION. . : 12256 SW 135TH ST APPLICANT/AGENT: OUR REDEEMER LUTHERAN CHURCH BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 7 k 4 X 2 TOTAL SIGN AREA. . . . . . : 56 sq.ft. WAIL AREA. . . . . . . . . . . . . sq.ft. WALI. FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . 6 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : EXT VASCRIPTION OF SIGH: Permanent freestanding illuminated sign. 7 X 4 X 2 = 56 square feet (28 square feet per side) . Sign height including base is 7.25 feet. MATERIALS.. . . . . . . . . . . . : WOOD-CONCRT EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A FERMIT FEE: $ 25.00 APPROVED BY: �- DATE: 01/11/91 w Permit No. CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the wrjrk indicated or as shown in the accompanying plans and specifications. IGN LOCATION ADDRESS: Z ' ? zoN,NG: - 5� S S 1.L_ ,V , _ f —`l ) NAME OF BUSINESS: ( r c,-.; r C11 a . - — APPIICANT/AGENT: COMPANY: _--- - - -- PHONE: The City of Tigard ides an annual Business ` ax which must be kept current on all persons doing business in the City. Do you presently have a current business tax? YIS ( ) NO ( ) U.L. Label # —_ PROPOSED SIGN: (Check as many as apply) PE RMANFNr ( ''j FR5r1,NOING ( ) f PFBq .Y ( ) TEMPORARY ( ) WALL ( ) ELDCrRONIC ( ) CUEER ( ) BILLBOARD ( ) BAIL" ( ) SIGN DIMENSIONS: — C' X t X 2 _-_— FXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.) : WALL AREA (Sq. Ft.) : WALE, FACE: Hk:TGI n %Ft) : -- PF,NaJ PION FROM WALL: IIS LMINATION: YES ((lij NO ( ) UP YPE: ._.� XT COPY: _-- MATEIZLAI S. /u`J c v EXISTING SIGNS: Q-- —_--- _ AI14TMSTRATIVE EXCEPTION: N/A ( %Y'�APPROVED ( ) HOW MUCH % ARFA ( ) HEIGHT ( ) PLANNING DF.PAumr _ All sign permits must be aaxokanied by a scale Permit Fee: 1 °v drawing and plot plan. If work authorized under a sign permit has not been ccvpleted within nineta, Approved By: _ days after the issuance of the pens it, the permit Date: shall brxx null and void. FJ-BC RIC'A1, PFIMrr I CFfMI;Y THAT I AM TttE R177ORDED OWNER OF 'ritE RFZJLRED: YES (i ) NO ( ) PROPERTY OR AN AC-EM]' AU11iOR1LED BY 111L OWNER. Wu L.DING PERMi'r RDQUIRE D: YES ( ) NO (� cant's S ( cp/BKMPF1W -i 1kldre-is Telephone N:\WORD\O--MEV\ f t iG N I: N h Cy c. IN ---- PRu�� 12t-311 4� I N P•LCv U N D ►�t1 FRE To v-1PTEFL PI PIN 1 p, F '✓✓ fir, 1INEa/K�-IL4 >►tel T I;� �'=f2- _— Site P Found PI -- _ Detail �TRUpED - t, REVISI( Fxt . L � �, ; � t Pale Base --- - -- -- � tom. C E DPFZ - - ur RedeemerFzcv _ - INP•�I.IF- Lutheran Church \ �ssurD F-"PIF -- 0 Date I = o sC( IC' Job N( tOF owlC'�✓�E in I -ITY OF TILlARD REGE-1r,T Ur r-,AYMFN'I' NO. [AIECI, AMOUNT NAME OUR RFDEPIER' CHURCH CAGH AMOUNT ADDRESS 122"56 SW I '1+511-1 AVE' rAYMENT oh*,rr.-. SUDD MIA lb I ON TIGARD. OR 9 7 2 23 OF F'A'Y MEN r' r'Uf,'POGF- OF' PAYMENT furl PERMIT F FiGN91 0C,10 2!5. l'o T AL (AMOUNT PA I D OF TIGA ,3,2s.B r Han 97 PIAN MOCK APPLICATION CITY RD P.O.Box 23397 PIAN CIMM T%prd.Oregon 97223 PES (503)639-4,71 COMMUNIT t UEVEI.OPMENT' DEPARTMENT DATE ISSUED — rti JOB ADD1u.SS: _.. c 5 / ? �✓ TAX MAPiLar SUS: - LOT: HND USE: — VAII.IlM N: OWNER ^ TS�LP�ETJ(�Ii�A�I+, NOTES L-A 1'[�I") L' F\�l tl i�. RELSSUE OF. r' NAME: � ) .!L •�;��r-� �r.M�,`' --- '� _ r '4 �,/ I11Sr REISSUE ADDRESS: — :Z FDOOD PIAIN/ - SENSI'T'IVE LAND: PHONE: PIArNING: . NAME: ENGINEERING: -- AI)17RE SS: FIRE DEFT (7IHFR: PHONE: _ - — ITEMS REJ� BUIIDE16 BOAM #: _ EXP DATE: DATE: Ir T - -- TAX: ENGTNIIR CAT-MATIONS: _ —r- NAME: -- TRMS DEUM S: ADDRESS: —_—— OTHER: -- - PHONE: ----- SU©a-%V RACIVFZS: PUMB: MEQ{- PhMIT AOCT I DF--NCR 'I ON A 1OWr- AMXW PD. BAL. DUE 10-432 00 Building Permit Fees _ — ,�r 10-433. 00 Plinnbing Permit Fees _--- 10-431 Ol Mexlani.cal Permit Fees 10-230 Ol State Buil-ding Tax (5%) � _ — Building -- Plumbing _ Mcch 10-433 00 Plans Check Fee __--- Buildinrg —_—.._-- Plumhing Mech _ -- v 31-202. 00 Sewer Cotv�oction 30-444 OC Sewer InsPectio r 51-448 00 Stree* c;rctm Dev (]1arCge (SDC) - 52-449 00 Parks System Dev CZiarge (PDC) _---- ----- 31--450 00 Storm Drainage Syst DCV Uirg (SSDC) 10-230 06 Fire — — - IMAL —- - - — ---- REIC Eb3cx-ived By: _..__ _.-_..-_ -_-- ----. Date Received: -- ef/3587P.WPF P.O. Box 3131 First Interstate Bank Portland, Oregon 97208 RFwst of Oregon, N.A. Telex No. 160580 FIORE PTL A /„terstate Letter of Credit Dept. S.W.I.F.T. Member CUPY IRI;EVOCABLE STAIMBY I.CTTEP, OF CP-I'DIT ISSUE DATE: 31DE"90 CI EDIT IJUMBERa 57101 THIS CREDIT TS FORWARDED BY AIMAIL/COURII R. i:,17IiEFICIARY APPLICANT TILE CITY OF TIGARD OUR REDEEMER I.UTHEr IN CHURCH ATTN: RON POIIEROY A,'-',ST. PLANNER 12256 S:11 135VT AVE. 131.25 ;141 IlALL I1LVD. TIGARDt OI'' 97223 TIGARD, OR 97223 C, `0 a 2z 10-IOU NT: � o USD %A*****155 000.00 EM T1.4L'Wri FIVE THOU;ATdD AM) 00/100 USD on w� cd 7� "E OE 0 a0 )L44 rt✓S no T le heLeuy= iuuue in your I avor Li,ie :;tandUy LeLLer of Credit TU which is Available by your uraft aL eight drawrA on U FIRST INTERSTATE' ;3ANK OF OREGOIIt NAt PORTLAPIDa OI; V2 Learinj the clause "DRAWN UNDER L!;7ER OF CREDIT NO. 57101 CE OF FIRST IIITERSTATE BANK OF oiwcOII, N.A." , TO wcompanied by Tim I'c)11ow.ing !)OCument(Ea) 1 L 3eneficiarylu Sitlned taLoiaent indicating LhE LeLLer �a of Creuit number anu Mutin(j , "TTIE Ul UMMICI70D, ON BEHALF cn OF THE CITY OF TIGAIU), HEREBY CEPTIFIES T11AT OUR REDEEMER LUTHERAN CHURCH HAS FAILED TO COMPLETE THE COTIrSI'RUCTION OF n$ RSi )UII3CD T IPROVI:IIENT" IN ACCORDANCE WITH THE CITY OF TIGAEIJ d� 11 QUIRE11UNTS AT 0UP PUPEEMER LU'J.'l1W AN CZIURCIi, Ali!) THE MOUNT DRAWN HERSTIM02 2 IS THE A1401INT REQUIRED COP, COi1PLETTOM OF IV SAID IMPROVEtIENTSo" Partial Drawin(ja Perttittetl ro 11T I1BREDY ENGAGE WITH YOU THAT DRAFTS DRAWN :SP1 CONFO.10ITY WITIT a� THE: TERMS OF THIS CREDIT TTILL I E' DULY 101.4011ED 014 PRESENTATION TO FIRST INTC11STATS BANK OF ONEGOV, LETTER OF CREDIT DEPART1ENT, wn 1ST1I FLOOR, 1300 S.W. CII:T3 AVE. , PORTLAUD, OREGON 97201, Oil OR BEFORE; 01JUL91. VERY TRULY YOURS, FIRS' INTERSTATE 13ANF OF URFGON, iT.A. SIt;NA Tt1I2! Ar vioni M) RIGNATUItE �� CITYOFTI FA � 1E:M1='UOF CEP; If ICAPE OF OCC'.;NANC.Y CITVOFTI�ARD PERMIT M. . . . . . . >�UP90-4144 COMMUNITY DEVELOPMENT DEpj�OAWT o-roon 1 125 SW Nall Blvd. P.O.Box 23397,Tigard,Oregon 47223(503)839.4175 % DATE ISSUED• ! / 1 E ADDRL GSa. . . s l c'236 SW 135TH Ij t PARCELS 2S 104AA--04'700 SUBDIVISION. . . . s ZONINOs R-4. 5 BLOCK. . . . . . . . . . : LOT'. . . . . . . . . . . . . t CLASS OF WORK. sNEW TYPE OF USE.. . . :REL OCCUPANCY GRP. a A3 OCCUPANCY LOADs260 TENANT NAME. . . a Remark s s TEMPORARY OCCUPANCY FOR GAYS FROM DATE OF I SSI IANCE. TEMPORARY OCCUPANCY UNTIL JULY 1, 1991 Owners OUR REDEEMER LUTHERAN CHURCH 12256 SW 135TH AVE T10ARD OR 97223 Phone Nr Contractors -------------------------------- OWNER/CONTRACTOR phone Na Reg #. . a ---- Occupancy of the .above referenced building is hereby given, and certitieg the compliance with the State Of Oregon Spe^salty Cades for the yr-amp, occupancy, and use under which the referenced perait was issued. F I I;E. VFPARTMENT / 1I L.D I NO _ WECTOR BUILDIN (FICIAL POST IN CONSPICUOUS PLACE t. I e' INSPECTION NOTICE City of Tigard Building Department 13125 STI Ball Blvd. Tiqard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: looting Plbg. Onderalab Mech. Rough-in Appr/Sdwlk Found. Mg. Top Out Gas Line Post/Beam Struct. San. SaMar Framing Bldg_) _e Poet/Beam Mech. Rain Drain Insulation -Plumb. Plhg. Underfloor. Nater Lina Gyp. Bd. (--_-Mech. �`�_h. Date Requested: _ PN ;l f Address:i� -Z c' w �_'� 7'N Permit #s2 _ Builder: TNR FOLLOWINI; CORRECTIONS ARE REQUIREJ: ___��.�<'�dtf_�e ��.{! /tet_ ��.G.t .nw-�✓�..,�w-�1 Inspector:_ - Dates YZ'Z�' �C7 APPROVtD DISAPPROVRD APPROVED SUBJECT TO hSOVR Call For Relnsp. i TEMPORARY CERTIFICATE OF OCCUPANCY xxxx PERMIT #. . . . .. . . : BUP90-01,44 639-4171 DATE ISSUED: SITE ADDRESS. . . : 12256 SW 135TH ST PARCEL: 2S104AB-04700 SUBDIVISION. . . . : ZONING: R-4.5 BLOCK. . . . . . . . . . . LOT. . ......... . . . ------------------------------------------------------------------------------- CLASS OF WORK. :NEW TYPE OF USE. . . :REL OCCUPANCY GRP. :A3 OCCUPANCY LOAD:260 TENANT NAME. . . : Remarks: TEMPORARY OCCUPANCY FOR DAYS FROM DATE OF ISSUANCE. Construction of nein two-story church building. Owner: ---------------------------------- OUR REDEEMER LUTHERAN CHURCH 12256 SW 135Th AVE TIGARD OR 97223 hone #: Contractor: ----------------------------- CONTRACTOR NOT ON FILE Phone N: Reg M. . . Occupancy of the above referenced building is hereby given, and certifies the compliance with the State of Oregon Specialty Codes for ti,e group, oc.^upancy, and use under which the referenced permit was issued FIRE DEPARTMENT BUILDING INSPECTJRV BUILDING OPFIf;IAL POST IN CONSPICUOUS PLACE ,.r I INSPECTION NOTICE City of Tigard Building Department 13125 SN Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/adwlk Found. Plbg. Top Out Gas Lire FINALt J f Prst/Beam struct. San. Sewer Framing Post/Beam Mech. Pain Drain ,neulation -Plumb. { Plbg. Underfloor Water Line Gyp. Bd. -Koch. Date Requested: �iC. ! `� ep TLMI AK PK Address: / %2 _ c�� .r._ 's r~ Po It Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: E6i Inepertor. Dat s: APPRO'!RD DISAPPROVED APPROVED SUBJECT TO ABOVE Cell For Relnsp. INSPECT ON NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Ping. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Poet/Beam Struct. San. S•w+er Framing Bldq. ) Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lino ,I gyp. Ed. -Mech. Date Requested: ��!��! Time: AM_ PM Address: to `J � Permit 1: _ Builder: 2dii THE FOLLOWING CORRECTIONS ARE REQUIRED: .J d. ,Tr••.' e V 401 V �w ir�ici b �s �a.�..�✓T'.�+.►.r-�"'�t.,.ti.a.'Sw..G(.G/� lel z_�.o_C:._L/��L.!' �-mac.-�f .�Ln��. ��t.a. _�C:+•v�c�t--v Inepector:_�,�,,.,�lf' —APPROVED _ DISAPPROVED T APPROVED SUBJECT To ABOVE call For Relnap. J i INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone)e 639-4175 Business Phone: 639-4171 i Inspection: -- Footing Plbg. Underelab Mach. ug� Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/seam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Requeeted: � `��- en) _-_Time: _`L—AM _ PM Address: i.�� LG �.7� Permit #: ''!c� L/7 Builder:_. THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspwtors Y.J 11PP1lOVlD b2AAPM�ONpb APPROVED SUBJEc'T TO ABOVM ��1,� d_*�Cec.•tt,c+.•o Call Ter lleinep. L INSPECTION NOTICE City of Tigard Building Depart—s++t 1 / 13125 SM Ball Blvd. Tigard, Oregon 97223 Inepeetion Line (Rec-O-Phone): 639-4175 Business Phone: 639--4171 Inspection: Footing Plbg. Undersl.ab Mech. Rouch-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Meeh. i Date Requested[ Time: AM PM Address:— Builders- THY ddress:Builder•_THA FOLLOWING CORRECTIONS ARE REQUIRED: i Inspector: i1.-7 — Dates 1--APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _,Call For Reinsp. 1 W vr INSPECTION NOTICE City of Tigard Building Department 13125 SW Hall Blvd. Tigard,. M agon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_ �iGL.L 1 � !!�� , 1_ Footing Plbg. Underelah Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- Post/Ream struct. San. Sewer Framing -91dq. Poet/Ream Mech. Rain in Drainn Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. DAt, Requested:_ -/CO—7 U TLMSi AY PM Address: /- �SL P Ltsit ti� Builder:_ THE FOLLOWING CORRECTIONS ARE REQUIRM i I i Inspectors 00 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reirep. 1. INSPECTION NOTICE City of Tigard Building DepartAent 13125 SN Hall Blvd. Tigard, Oregon 97223 inspection Lire (Rec-O-Phone): 639-4175 Busineee Phone: 639-417, Inepec:cions _ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfl,>or Water Line / Gyp. Bd. -Neoh. Date Requesteds�r�/1 Tiff AN PN Address: �O�S� �9t6 PBsmit 1. 92L L Builders TBE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors Dates peo 1 _ nT U .-.,IAPP*MD DISAPPROVED APPROVED SUBJECT TO ArOVE Call Fut ne:nsp. yPcw vq� TIN VALLEY FIRE & RESCUE 7 i3- a iy r AND _ BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICF, SR (503) 526-2469 POSTED: F OCCUPANT 4�J(.tA. (,U CONTRACTOR BLDG. PERMIT 9 i PROJECT NAME PLAN REVIEW 0 LOCATION JtH.ISDICTION: ]'= Be. 2= Du. 3= K.C.K16 Ti 5= Tu, 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL 4 Framing 1:1 Separation Walls F] Sprinkler System Shaft L1 Fire Dampers (Oveiciead/Undergroaud) 0 Alarm System ❑ Hood Extng Systems Conference Elf Spray Booth u Ceiling Cover Other Date, �, Inspector 1�_ v INSPECTION) NOTICE City of T'gard Building Department P.O Bo- 93397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection -- - Date Requested__ ,A. a-�Q Time A.M. _P.M. Address i Owner Lot # 7 Builder�-l1� --- ' The following Building Code deficiencies are required to be corrected: — i i Presented to _ - _-- Approved c Inspector Disapproved Date f�J•— ( 4, % '_ _ CALL FOR REINSPECTION 1-1 Ylrit 0 NO INSPEC';ION NOTICE s _ 4 Cify of Tigard Building Department P.O. Box 23397 r Tigard, Oregon 97223 Phone. 639-4175 Type of Inspection �G D, rce quested � -ry Time_—_ A.M. P.M. A ddress 4, _ I Permit�# U Owner = Lot Builder Tho following Building Code deficiencies are squired to be corrected: i Pr,-rented to / Approvad InspectorCisa pproved Date CALL FOR REINSPECTION ❑ YE8 I NO P� f/ N B.11WANAMESMANULNU INSPECTION NOTICE ,Jt,, of Tigard Building Departrn it P.O Box 23397 Tigard, Oregun 97223 Phone: 639 4175 Type of Inspection Date Requested __ ��— >�� A.M. P.M. Address 1 � � 13 ' Permit Owner Lot #_ The following Building Code deficiencies are required to be corrected: / r �c Lt.f/ J �C.JS r�a..i a � e�c✓�.�LuN AtJ.l�1 Jam( Af Presented to r ❑ Approve-1 Inspector PtrDisapprovrd Date CALL FOR RUNSPF.CTION C�YEI ❑ NO r I ®r �r ■r r r r r oC T - 1 E. - 90 TUE 1 4 : 1 3 F20Si=: 0E LA W LESS A I A A 0E C roKm c. lawless a.i.a. box 1141, hillsboro, ore&yOn 97123 (503) 6496871 TRANSMITTAL Date : Z-0 O From: - )o b #: 1�.�.��-- A t t n: Project: � �e�. Fax Transmittal �--- ------ No . of Pages (including cover) --- regular mail enclosed .._--- Federal Express _.,-_ hand-delivered � other ATTACHED : ��4 �i,/Y o' M.n/v � j �Dw stn/ REMARKS : vrxr Vr:'77dv4-& `verr - gt!5r7vr;1F_y Ve377611Z W/STI /t �Du'6 QWOM. 777 A5e e7 77vffx4 Roscoe C . Lawless , A .I .A . � t C_.: T -- 1 5 - 90 TUE 1 4 1 3 RL- F4W LESS A I A P - © 2 x1-11'; MT1., eA) � I - '?o FLAN F V �k) L aH'Y tvt 1..,-y rJ r� i i I I ROSME. C. LAWLESS A.I.A V1 5145),A_ ARCHITECT 80X,11411 HILLSBORO, OREGON SCALE �/ INSPECTION NO'f ICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregc,,l 97223 Phone: 639-4175 Type of Inspection Date Requestedr, /Q Time A.M. —P.M. Address '— Permit Owner J Lot Builder�/L'f.... ��, tom. The following Building Code deficiencies are required to he corrected: Presented to Inspector Approved _- fJ Disc ---_ - — pproved Date — — 9 — -- CALL FOR REINSPECTION r] YES F NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 .A Phone: 639-4175 �L Type of Inspection �_ � ' CC62 Date Requested Az _ Tlme _ A M P.M. Address Permit # t Owner j Lot # Builder The following Building Code deficiencies are required to be cor ected: tt� C� Preanted to _ ��Approved Inspector Disapproved Date 6 CALL POR ^c INSPECTION ❑ Yes i NO wt, .ww. .:�, W.w:,n.wn•u>.•. w^.i :, y '�: - h' r+M. 11t� ,:r,5t.�,`.. ;y,,„:�.ln, �;j�i �j°�f'l�,'y'.++tM`•. 'MY`'F�'Yj;'�'.'ice`.{•eP wY � in 9� ,+ IN VA<<F TUALATIN VALLEV ANDI'IRE & RESCUE BEAVERTON FIRE DEPART HENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT' _ I CONTRACTBLDG, PERMIT ICONTRACTOR PROJECT NAME J PLAN KEVIE14 4b LOCATION JURISDICTION: 1= Be. 2= Du, 3= I:.C Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVE FINAL SPECIAL FOLLOW-WREINSPECTION ATTEMPTED FINAL Framing ❑ Separation Walls El Sprinkler System Eli Shaft � Fire Dampers (Overhead IUndergro,ind) �—� Alarm System Hood' Extng Systems Conference Spray Booth El Ceiling Cover Other 1 _ Dater .3 _ �� Inspector: i �� CITY OF TIGARD RECEIPT OF PAYMENT RECEIPT NO. 90-20571,74 AMOUNT : 13.6b NAME IWAC I NC CASH AMOUNT & 0.00 ADDRESS r 015 SE THERMAN PAYMENT DATE A 10/02/90 SUBD I V I S I ON PORTUAND, OR r 7 1.4 42256) SW 135TH PUR'POSE OF PAYMENT AMOUNT PAID PUR.POSE OF PAYMENT AMOHN'r rmi) MECHANICAL PE MEC90-00973 10.Iff",C.) f"t-AN CHEC1,:,' FE 6:� ST. BUILD 1!7'ER 0. J4 ("It.W.: REDEEMER LUTHERAN CHURCH AL AMOUNT PA I D 17. e--6 r ® r C � . . .. ME�CFiArIIC:AL .�CITYOt- TKOARD PERMTT- C11Y©FTIFARD PER,11I i #. . . . . . . .. I=IEC90- 009 3 COMMUNITY DEVELOPMENT DEPARTMENT omaaloN .-'RTM. PERI`I l•T #. a DUF19O-01.44 13125 SW Hell Blvd. P.O.Boot 23397,Tipvd,(Npon 97223(W3)MAI 76 D P T•E ISSUED: 09/24/90 SI'I•E AD:)h;tSS. » ., c a.2256 SW 13 1+1 ST' f ORCELt 2Si.O4()B---t 4.70 ': UDDIVISION. » w „ : ZONING: R-4. 5 1al..00K. . . . . . . . . . y LO f� . . . .. . . . . . . . . . CLASS OF WORK. . :NI:W FLOOR F URN. . . . a I-'VAF-' COOLERS TYPE- OF USE:. . . . :RE*L UMIT I-IEATE::F;S. . s VENT FANS. . . c4 OCCUPANCY GRP. . :A3 V'ENT S W/O A1'I='IM a VL•-'.N'T SYSTEMS: 1 STORIES. . .. . . . . . c2 BOILE:F'G/C:OMPRESSORS HOODS— . . . . . FUL-::I_ T'YF'E:S_.. ...__._..._.._......_._.... 0--3 HP. » » . r 1. DOMES. INC.T.N". :/GAS/ / / 3--15 HF'» » . » : CCIMML. INCINc MAX INPUT.- 100000 BTU V,3 30 H1='. . » „ : REPAIR UNTTf3: I TRE DAMPER-;I). . 3Y 30•-50 HP. . ., WOODS71:1VES. . GA S PPE SIG1.)RE. . . sL_ :04- HP. . » „ CL.O 1)RYERS. » ., 1,10. OF' IJNII'S- ---- -. -- HIR HANDLING Uhil. i'S 07'HE:R UNITS. 1;--URN < 1001'. !RTU e r < _ 1.0000 c fm s GAS 0011.E*TS» F'URN )= 1.O0K BTUs > 1O000 cfni : Rema•rksx c:1f new two--stc)ry r.!ht.lrr_17 b1.1i1.dirjq. Addit;il9n tca c1riginal. pe•rn►it -..- A. C. and vent !sys:>•t:em Owner•c _-_...._._... ..--___..._ ................-- FEES __w. _..__- •__-._.. OUR REDEEMER LUTHERAN CHURCH type a111OUnt by date •recpt 1221.'56 SW 135TH AVE' PAYM $ 46.8O JLH 04/30/90 PRM1' $ 46.50 T'I CARD :1R 9722:.3 PLC,K $ 11.» 63 P )ane #a 5PC1• 1+ 2. 33 HVAC 'INC 81.5 SE :iI1E I":hlA': PON'TLAND OR 97214 _.._.._...._-_._._____.__.. _... ._ __ __..._..__._.._....... Phcme #c 239--48P2--4f3P2 60. 46 TO'TAI.. Reg #. . : 50897 REQUIRED INSPECTIONS ................. This permit is issued subject tL the reculatiors contained in the Gas L x ne I ns1a _.._..._._._- Tigard Municipal Code, State of Ore. Specialty Codes and all other Heating Unt Insp _..____.._.._�_ ......___. ..._..,._ applicable lams. All work will be done in accordance with D1.tct 11-19pect:i.01.1 approved plans. This permit will eypire if work is not started F'i. rr_ Dan►pe±r Ir11sp _....._._.._..____.... _....._._._ ...__._.__. within 191 days of issuance, or if work is suspended for more Final T nts pect i c)n than 191 days. .........................................._-..........-_.......... ___._..... ._.._..._.._.. ._........ ............ _ ..._..._....._•---_ __.__ ... .._. r ..._. ._� �_._._..._._w._.._.__..._.__.._ _..W._.._ .._...__.__....__._..._......_...._...... 1"ernli.ttere By c :y..__.... . _ .._..__..._ . ( Cat'11 fear :inw,pec:tion 639 4175 I CITY OF TIGARD MECHANICAL PERMIT Receipt# -- Permit iV ---- oasulprion _.—_._ TiAM 3A Mechankal Coda CITY PME AMY City of Tigard d - 13125 SW Hall Blvd. 1) Permit Fee -0- -0- 10.00 P.U. Box 23397 LI� 41) 2) Supplemental Permit 3.00 Tigard, OR 97223 1� ��j _ _ 639-41757 1) Furnace to 100,000 BTU 6.00 _ ind.ducts&vents �} �Q` l� � 2) Fumace 100,000 BTU + 7.50 incl.ducts&vents F Marne of Devcloq~l 3) Floor Furnace -- 6.00 - incl.vent I Job baa a Suspended heater,wall heater 6.00 I Address Z <- J, /�$ /Q V& or floor mounted heater -- Tax l.M ,Aap No. 5) Vent not incl.in 3.00 appliance permit Lot Block Subdivision - - Name for r,arno of bu*w s.l 6) Repair of heating,raft ig., 600 _-I 6 cooling,absorption unit _ M„Iwv Addrm Phw* Boiler or comp to 3 HP 6.00 Owner absorp.unit to 100,000 BTU_ _ _ CMy�State - — 8) Borer or comp to J HP-15 HP 11.00 absorp unit to 500,000 BTU Nanta 9) Boiler or comp 15-30 HP 15.00 �I� ��,;r• absorp.unit 1/r2-1 million — Boller orto 30•-50 HP 1i1SOV meq Phww 10) absorp.unit 1p 1.75 million 22'50 ContractorCR t 11 fioder or comp to 50 HP Y — 31 .50 ) absorp.unit 1,750,000 BTU State Registra"i No. C*y Sue Ta..No. 12) Air handling unit to 4.50 10,000 CFM I hereby acknowiedge that I have read Mtls Viiftanon that the ki Nmellon given is 13) Air handling unit 7.50 owsot.tis l I am the owner or aue"ized agent it M.owner,that ptr,a akbnlNled Are in 10,000 CFM f- car%ftnce with State laws,that I am rogPstered ,m the State Buft"'Board.that the 14) Non portable 4.50 rxanber gHen b oomd.rn exempt horn state reglatratlon please gM e reason below). evaporate cooler ---- 15) Vent fan connected 3.00 to a single dud - - - - - - ---- -- --- - -- Ventilation system not 16) included in appliance permit4.50 - -- ----------- -- --- --- 1 7) Hoodserved by .-__. 4.50 mechanical exhaust SVWAU•(owner or ageml — Date 18) Domestic type 7.50 Describe work El addition El alteration El repair U incinerator _ _-_ to be done residential p non-rneidential L-1 _ t 9) Commercial or industrial 30.00 E=xisting use of __type incinerator — building or properly -__-.------------_.-__-- __-_— 20) Other I.e.,woodstove,water 4.50 Proposed use of heater,sole ,clothes dryers,etc. -- -- -- building or property _ T__ 21) Gas piping one to four outlets 2.00 Type of fuel- oil 1 1 natural gas [I LPG ❑ olectric ❑ - --- — 22) Moro than 4•,,er outlet --- SUELTOTAL THIS PERMIT BECOMES NULL ANO VOID IF WORK OR CON- --`- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ 5% -'6 SURCHARGE DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENI PED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PF-RIOD OF 180 DAYS AT ANY TIMF AFTER - WORK IS COMMENCED. � TOTAL 1L__1 WORK Special Conditions --- - -____-- Date issued by - sea >i�lr pair itiR wOF INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested. �� / �1(/ Time — A.M. P.M. !Address Z Permit #-�z � l i Ovvner- ��fLL�Z.G��_.._- Lot # Builder The following Building Code deficiencies are required to he corrected: i Presented to _ X�,A\\ppreved Inspector �//^/� ---- -- __ Disapproved Date CALL FOR REINSPECT IOA' ❑ YES L7 NO a INSPECTION NOTICE % y City of Tigard Building Der jrtment P.O. Box 23397 igard, Oregon 97223 Phone: 639-4175 Type of Inspection r+ L' Date Requested�� ;� Time _._ A.M. P.M. Address �� / .3.5 �v Permit Owner. Lot # Build. The following Building Code deficiencies are required to be cnrrectkid: Presented to f-Approved Inspector 144 ❑ Disapproved Date CALL FOR PEINSPWTIO.N D YEA 0 NO I 0` U roo, H Lo, U ` 1 c d' �i��l N � r'"v, 1 C�� iiYY•� `� • 1 � �`� �� F•''� �r1 M" •ii'YM� � ��• >��s^r �`Yy�_-__..__ _. _. � 't WTI 11 ti7i el 44N vt - �• �~ r �,�`\ _____•____� � I t , � �rte+ �,I �,1, r.. � �t i ,s ��j ' 1 ! !- /7 (rr ••"'� rN' J I l 1•• • `f� f ` ' 1 /'� C i p' as iN _ 71 .�A.._F r� 1 � � � � i R ! � �..._....._ 1,` �1 �� .lje+ •r �� •...1 .1I I� ��',a l�r_ iI r �' ' �, �h•. � 1 � �----�..� �' � 1•W. `-f �-.� ; •�%�`'�=�� 1�+ �j 111 ' � �� `•,�•', � ..+"'+r �;; • � � to � 11 f '' . �; '" �` � _` . .�. .....__ ` _r _r,-_..+-_ _w�wM--+w � �.. _ 4 _. — ._yr _...r. ...__•+- • Y•._wFr_•_—_� y ^'��Y � �'c-a.n. �—rr�e--c:--�s�• - _ _.r_�.ir..�.�:.�..:.--r--�cr.:-:r:_�:�ns�-•mF�nc::=: _�.._ .._...__.....r..:._,. - - * ...,..._.__.. -- _ ` • � A R C H 1 T E C T APPROVED • iTY OF U 8q -03 lox 1141, 1id6iboro, or o» 971` ' (50 3) 649-6871 ` �.sairr, e / ... ._„_.•..••�.•_ -�.�... . -T--r_..._._-.Y'. --- .. .a.,.w-a.f1r7R^r - t.. .rwr-y'-w'R•, .. 1�!'.1�!' ,"r,,^ ��," ,�- .-, ��, ,41F. \,,,d -. � � �-- `�"' __ -. 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I I.�I I I I •' i �'i..il_a'�1"-i�M�Vol- i � � i �.�..I.L 1 �teI`t�I l 1�I �•1,�Iy I I IIIj' �I 1 I 1�-�'{i 1 I � I I 1 I ► rI � 1 I1 1 1 , 1 � !i � ! � 11 � ii1 I3��. r � � Ia I1 ,r � � f l1III �...I_._� �ilY.l.-�. !-1.:1".'=1 � 1 � 1•f_ � liN1 � � �..�1-.1.lrllil-.•a�' 1 ' i-..l_►� '—�11i � 11 - _ __-'Sf.►..' ^-z'•c�s' ,.__ ._..._ ..._.s..:_ , 3 4 5 6 7 8 NOTE : IF THIS MICROFILMED ---�--' '-�"� _- -� - -- DRAWING IS LESS CLEAR THAN THIS NOT Imo.-`IT IS DUE TO THE QUALITY OF THE ORIGINAL -'-DRAW ING, .."`" ---_ ._ _M _._. _ OE 6Z 9Z LZ 9Z SZ bZ EZ ZZ 1Z 0Z 6I 91 L 1 91 S I b I E I Z 1 1 1 01 6 6 L 9 S b E Z 1 .I- J U . - <<!I{11III�II�11illill��illif��IiF�i?illi!�I�i��iI1111uI1I1�hl�illife,l��ilrllilifulR�fl��s��ll��{r�1�I1�N�1�i��Itl{IIIIIII�I{rII111I�1Z��1111I�t�IIII�IIII�111111i►�rtlrt�t�tltllil`rittitlll�tlttI1111ItIli�i11��1iI1111111111IIIIIIuIIItII� ll�1lu.Wl!{llui�lrllll��l1�1�1111 ' 1 . , ' 1 LEGAL DISCRIP l ION - ,' .G', ✓ � thence South 9'3/'))" pot, t dlrUntA o! 11,71 tat to • eine of ertr•tur•1 - - -- �I s' �'' I o f� `I A e6rt•in tract of laid •ituarW to the No ane-qwn•, of Sec non c Cast 10.00 P --��- - - I Twn•ht 7 South, pen • 1 Yr•r at the Y.11•■etr•"er idle•, Couat el Ye•t u. for dl•%ance of )21.77 toot to on angle DolnU eNote South 61'%!'01 , tWrw• ieut N aafi1.1 •lung the •re of • 15.00 tNt redi.Y curve t4 the lace, r�y ` , � s"t' -'� A '-'� I - fi" i ! .-�-t P 1 r • 1•otl th•,e• South i"46'01" Wet 91.40 loot to• point of tv,vet,, t thane• anJ St•to of Ot egon, It•ing •ore pert leu telly d•ecnb•J •• lallw•: lhl au A • central en ", •f Southeasterly, •lone en• dre •f • 77.00 left rodiu•curve tr rhe .h/e, through bser•/South 57.00.56-. 1..1,620"44 tut)ntot• l -tool tango,vylt thecet we'll, - •r•U,nl„• •t U,- •...th w,.'er •1 tut la), of t7,e '0."■a yr J•0 Pl•r of nuw4m • 4u.trat onglo of 62.06'}9", •n 11611 diftase• ff 41,01 Na (tM• and Itean .__.._. _-. v __�__ NI1.L N0. 6; thr•'ce North 10•)112 Yfft, •long eM v •tly 14'• the re o(, • tooth U43'a9" [set, )7.90 lest) t• • polar of 'its, t tMnse tooth Y, uo,4 6]•56'42" Not ,7 It feet rx U,• Weise •{ bsgrn n,ng. _ 1 f 'f' �� r r ' 60.16'06" tut 796.91 Net t• • paint al eurvatvr•J thane• Northaut•'l i�r•"�- !' , � f�� ,/ Y din-,cf et 70.77 Nfe to •n angle Pointe thence Nenh 3.51'59"Vof t, t • ,_ F ZYQr4 (.'�, A . t 2.'"12 •load uU rut lint, • dl•une• of 61.3bot to •n anile yoln r, the err of • )5.00 lore radl'u eurv• to t6• i•lt, th rough• unreal an 1• of -_- +••+ r 1*".nc• Nortb )"37'01" w::'t cont lnutng along old V.I. line, • dU tete nl 101•!2'26", an ;so distance of 76.6) left (The chord 60••6 Notch 0.32')9" I ,,l T, Is - -- __ _... --_-.__._.. 'y ten, 77.37 Nati to • point of turpneyr thence Nath 9!}B')4" 'at 15).76 / 7 - J G ,• - - - .c. '� -. - -_.----- .-.--- t�0r't¢' . 11.37 fur to point on the south lin• of u'• duly racer Afd gift o! WPN11G N Ll the •.c _ -- r toot co • point of c wvturet thence Narthveto,( •1014 `,� . N0. 71 thane• slang oiJ erutA line of NORM IG N)44 N0. 7 •nom the •oath lint of e y 6 , , , - _ -r f.--._ _.... �, 1 ,a " wP-� �G'�•T I�iIA I� ♦ (� of • 15.00 _..._ _ f r % It ItD1lN eta'. H1LL N0. S thf lollwing eovr aft end diet•nse•t North 7)•1102" Vett, • feet olive curve to Eno 1•!t, th cute h • unuol east* nl S'IB' on arc ( "1 -- - 1 l dise•ne• of 6'7. 0 roti chane• Worth JI'la'at•welt, r •lote,ee of la).95 fur, Ju%ar,e of 7.79 tett (the chord 6•eu Ifuth 17.4/'01"Mat, 7,19 Nett tnfrcf P olnt of sen•unprot I / 1 N ,I O G `• �u�C• OJ North 70.17')7" tart• • drone• •f 50.00 toot %a 6► ,." . -r [:- th•neo Nortb•6.16'0/•Vac, • dNe•ne• of 2rity fat to r paint In eh• e•et cot te.l lu• eurv• to 'I 9F �i .� I - r(sht-ol-was iMe at S,Y, l)7th Avenue, (County Reed ho, 4)4). raid potnt ►•!ng evrvaturel %hoot• Southeasterly along the ore of • 133.001 Q. �J "�/ f�' - y, ,L (.�� si sits r ) ' ( r �r •, I ( �"�`!_�1T^�) �"��'� (� /Z II 20.00 Not /•e% of end oral lel to (when rasfur•J •t Fight •n la) the the r16ht, through a control angle of 5•)634", on ate diete"c• of 11.72 Net _ L•k^f�•I y�I�?�,y�• �i'-� �\ P n6 6 eg y the Chafe Itself South 12.46' 01" Sort. 12.57 Nat) to • point ct tonterc7. -� R 12,11 I( ' 1 .Q ..I 3. - F::0,0 1 INTI l� PAGE contorting th•tsell %bene• [web 1.4)'37"Nat, •lo Old rt ht-ot-ra Ilne, • ( l.. 1 -. . t I i µ1 I 6 A * et:roe.' - - - - T%"w`i� ---' Q 2�� •" - „� 21.11 Zt U+� 10 .�ti s �` ?.� ' 2�` t1�•.r t I L I T ?�ZTr, @A I `^✓ x►/F �✓ Z^P I:`�'''�M - _ In e - r 7 ..( R l_�r.,-t -,r. _y.. f.. 1 . a1• ._�.. .--. +. -_._._ �. i�1- __�.._ .-{- ( ,�,� .�•^. 1 I T I 1 e _ 1 tt li-J ,1 L C1.+ .i h! Z. r?9"� �� t•- � `�t� , '. L 'i-`--� __--I -V "DE1�J0T�� hl�'61-1- ( ) r+-d •.-+ f�' - t ' wo 4 \ '1- V) IN g M / ,/' ; jF rr► S I'� �'a l�'� ,,, I i -. I i i 1 - - 1.` _.. . i 'I+ ,.• Q lig s I �.._ � ' 1 I t\•! ' I i L. , I N �I � '�lr ,-LJ 7 y • ^ I �; �Z 1 t = - Foy F40-TICN 2, TMA, ` , 7711r- 1 _� I i 11 I - I a I_C--T' D TphVDIC� C4N�liI�N / 1\/ Sbu �JtI�cTINCa d .. _ Q ♦ O I Iii i 1 - .Z.IQiOr! j E/'+ 1 I T.. I , L'1' ' �.4r R-P�.a� ( I �6 •I s� _ 1 II ' �• I l V..._ - N. ( _ _ I v. -_ -.__ `r �I p� �r ref•+IO� r 1 Inge nSTI rk;�l a t Naas PPOVIDI♦i •LO 7120 --- -- • ` -�'' e�lq II'•�' ;�-311 ;lye 'wY.:J 1 V r �;_ (jet'' 'Ol�IP�'IGN 101 N ►11dGt"t ,Ip 1 /�/� •�' P�1S, IN�s1 f ub� I.C�ItnoN t _' v-I' �J-b Iz -ol' ��.'_od i * _ MhE+fP N lG�•• 4' - ,t -� t�'Rovl ISE 5'I W CP►.Q-Koss T _ . , t J t I C -ITF��Ohz * - - -•�- - - _ ._ __. _ _.. _7r" I'bF iLN- 1"ef-N ®F.I`Nt )_�o �n�alip Plan 5t -�e�� ` �chTl'.Jb ar�"I' Nf+''fl>;►� � 1 � ,�, '1 0 _. �� -�t -- ._ .-.__ ----•IL- / _... y.__`_r!� �. __.-� -r- • t - .... __ _. .._.. ,. � 1 - J / Wall I I T e 5 Y P - t -ri pri _ ` f 1 :i - - .!� ��, v'- - �_ o__ ___. v- �l;T,tt°►'1 N - 1 ''" , , / / / • , �, �__.�`_ i o �) �5-d %5 L�7 /4 Qp1IG Tri - fi. ✓ -1 i - �- .-._ CON N ISG?EON L R t�aA'1L1.. rv4y+ _ / /, I/' I ^✓ 1 tat 4 13-. s c^A G.G• •Y t' �• e 11 rp17 Y»(/ IOX G � • e��n I ��Z1 ,}•. I I ,q�'•.0�•, `/;� - i �,7✓I v1 0"+� - .J�iJ L-ATI�!�.: tt�iro s •' L ,top4.1 o I G j t✓1.lGT.N P. R --- �1r I 2 rt a 174 i? t/F`O G• "'l� l ,x(11 rn y \ ' I \' In 1 r, g=O4 y P7! c6r t' . . .► lA16 E /.¢� 'I 2 �! ( leZ g p l- \ ` Qrirr !i . O _ , ► , . • Pi,cNE �i*JIt+•L •'�� IR T. 5 wrZ40L� 0'/►.• Ii o. _A H AI N INGI .NP1t Tek �w 4'-e, a.c, VV%bI Wive , firrdaG. C1,.,E.1. 5A51E`'G 1 � yy * `Z�► C LEr=Tc�, c�,•( - -� i Py PC N 17 �F i t • ILLJ - - - P E'x ! , ( t- rtF; 'lL �•' ll r 1�►ND1 _ \" tt� e - 00 ` I°p I 1 -' �\ ^, ci Io, Imo• I 1 I: �` � CZ \h� 5 L-A N 00b fwL j.. 1 •'P GAL. a'LGt7R *Lr"t1 "'`',4,Wwgnpr" / J ( - - �- -- - = ' C N _ gTMP C . ._\ r. A'__ STIPT`uMi. 1 (G . ' 002 A ., . 1 1;, I CAI ` tri �' ' ;I+1 CsRA N.I / 0 0� Ge}1-��1 �.P'�-tri+ y la � E,cF+' -CD CCLrJ ?TiC a1vE-HI+I, JP JI I o A / 1 1 �7d! ><' �}- } _ fi = F I�PAfre-P Ar-T,. C916-� s.(•i� oitc�'hl �Pk :: C .� I I _. �� - A� 4 ' �I ' d 0-r A I w it s- 't9 Z-t7 O d�{!'-r' (G + 1 =G Cchoi' ;) DP P at r I co9�PrIr,T A(flo - tZ y ---- v �i1 ._._..�-- 'lYC. h (Gr.EE•hL'. ( fl(a=ZCj"1.c' r1 1 - I EL 50-00 �4 1 ` • J ` r to ` > x NV• (r/�►r/ I J - I I I Sl-O" ins iii• ter isntar Aestlsswt rel la nn:i t �, � Alternate so. 6t Pro+rlde slob oa tMicncr.r, GEJ t+ mt■ir, Dos, res. 004. 007 dead ae b-nrinq .l 1, • �' y�, - , , Q 7 �1 to � 4 . � ;I I ' � we is per rOWatiwt plea. •Main inq arose � 41 N 1 c� S 2'-r l� !n ( to reelava 4• granular till. IN + � s I�--O � 6sol/.Al• h I ' Ivj' tl 51 1,+-V NGBSif' '� 5' 1C yet 5 � I+C 5=� M - -- - - - 1 s fit/ ' M I C 1-01, I -- _--- - --_ ---__-_.. .. 0 P PC% 7>!r I I 1"POh �' -. I pP1`116td tb E�rwl Cv_ 4' t 4-7� epoirv,Dr- L p^'� _ _ .- - I ?r( � _ � Pe Tc; _7_- - _ ...}..�_ __ _-_... -...-...------- 'F6 BG�•t!r'-t rt(1"��1,/-�e41.1(�(pI -- ;- -- _-_ -- - _ __ -- 5 -' -- Lower Level Plan e Urmccu pied ) © � -- S . W . N �iRT 1IRANKLII` ) S T R 14E L T -- _ I \ ---_--------- .-.- _ I V �h IPt, ,l -F o M tII�L � ",FL- 110-P- ' ^.110-P- G,7„t"G'G -'i�y/p.µ ` A L v LA t ✓I Ir L E y. ---- -----�•• A ;W-1 _Cl _ -_ `- P.t i>4a-P'; $-1-,, r ` i/ ZO�� Z 1/6, I G -__.-_Y _ ` - L�- 1�i�P1-�- I l.Pr'C-'o Pt I►Te� MEF PH �c:�. z 11,14 ,'Nae� "4 CPR- TM cc Tg i Site Plan oPF of TFAI.Kro &' coN�P I:• eN1 0��'r,PL TIG GO�IGR�Z-� _ Found . Plan Site Plan ( See Landscape Plan on Sht. A6 ) 1 �j1 1 NIS rt �K> Tr-NP 5v' �a-r �-a 6c � P i � n p . vIWIp� oFG�D"Ct-KTII.B� �'' �4coNT . .G��rc�rza fi 15- w;e _ D � LdilS GENERAL NOTES! SITE F ndarc: DAr_t LCCCI7D: P� REVISIONS Land U■o gone...........................R-4.5 (North halt of •It•) �__- _� (l. Grade slope a minimum of 1 411 er toot awe from buildi._ - R-25 (south halt of site) Existing Contour P / P Y City of Tigard Conditional Vu Plrmlt...CU 11-07 /^ - ��- -' - ♦ - I I' ! Oceupency Group.........................A-, (Cats■ thin °°) 2(00 Now Contour l 7•� All utilities to be below grade. - like Construction Ty Pts.......................V-N r- - .. •. ',}` ` �• _r_. Allorabl• Iloor Arts• (1 story):.........4000 Sq.tt. ..1 ■toryr but towra aha .o Existing Elevation 3. Site drainage to existing storm sewer. = --- .�.- �,. ' O Allowable noight................. •" et%pl•m may extend 20 ft. bouts ht. 11m1tIf of Core- ✓K+b.o I :w Elevation t Strip topsoil in construction area and stock pile. Relocate _ buatlbl• materials. i.• topsoil in landscape arca as directed by owner. \S , 60P1'j`. _. •.� - - d�'s_� r , Total lot Area..........................171,416 tsq. rc. or _-STM-•- Storm Drain Line r„C 2 ).91 •cru net - a� All PVC storm drain pipe to have it minimum slope. Contractor P Area of Building Footprint..............7577 •q. ft. 7k. ( 2.on of ■tt• coveragol - 9-- Sanitary sewer Line to verify invent of existing storm sewer and make connection r� _ Du l Iding Area......... .................First Story: 757)M.t yross per city coda. I`. . �► 11� A 4 ep -(� lea -anis 1711■ f° Total. 6356 a.t gross --E-- Electric Line i Atsumbly Ar•a...........................l7oa aq.rt. nor. (701 tstsata) `,G!) Minimum ground cover over exterior piping: ]0" over water, ��A�I"S•L I' E e� LandscapeArea..........................75,200 ,q. ft. _ --G--- Gas Line \ 12" sanitary sewer and storm drain Required Parklttq........................74 +peau (1 Ha seat.) Detail r D e t a 11 G Detail E t 1. l h t Pole Paye -- (rr. 1 .tulle seat■) ---W-- water Line ` 7.! GAS: 1 lJ2" tee) all gas piping fitting and installation C� Parking 4 Drive At . .................15,055 sq. tt. procedures to most applicable codas and City of Tigard �. R•qulr•d Dlke Rocks.. .............. .7 eG.O. Clean Out (C.O.) 11111.1c xGAS. " rr I u C 1'-ri ' ;�� G?G(es rLl/`ir FI�It• �� e 'moi _ _` 1 1 requirements. Contact: Ernie Schwartz, Northwest Natural Jcc.1pant Inad...........................ifs U.70• - 7) •CL Downspouts (d.0. `■•�a / ,'F G `• 1'.. P ) '" „P•f J uT R 1'f,* Tt .. ., 1 P I.Tf It R•qulr-d Exits..........................A min, of 2 exits req❑ired rlth•NJ total total width of B.' WATER: 1 1/2 plug too for future, 1 toe with brass g.,to i C I - --.------- -0 ♦ )lose Bib Locations r " kitchen !Q ttdl'I1 '"T •�•x(GG �F C'n•(^ c P"4' - axle not leu than 6.6 Lt. - valve, 1 1/4' to toilet rooms, end 1/4 minimum to ' (sec. Loee - so)1 nuc• areas. _- I ----� a dieteno• •part not las - --- 4" dia. PVC Roof Drain Line than 1/7 the length of the .- max.ovrnll diagonal diet.. ® „ „ „ C•1 PGE SERVICE: 120V/24OV, 1 phase, 7 wino service. defer to .y.t� T tiq ,• ,� 24 x 24 x 30 Deep Steel Catchbasin "service details". PGEcontact: Brian Moore. I �•or meeu•r•d between exits. � �.p , DUILDINO DC2CRIPTIONI with grease trap -- 124 GFDP1•'L y VI:+t4 - I •PIt.[n-b;,. ! >O u r R e d e e rn e 11 one-Hour a•Dar•clon bel.w•n Floor.. (101 For survey information and base topography contact: 1) D4a•m•nt ahul b• of oto-hour floor FEDCO 1" dia. 805Y double chock valve or ` Alpha Engineering, Inc. 00 3) A 1 1 genet ration• of nna hour •nparatlona shall mast the. `-H- p g q• 4 ' _ ' -� �• r•qultementr of on•-hour con•ttuctlon: equal approved by City 1700 $W Skyline blvd., suite 19 - -- __ 17 •) Oo.,r• end tram•• shall haw• 10 minute t•b•la and Portland, OR 97221 l f 1;.xT r'LT T'--or© 1V y�r (�' �I�ts'' �• 's�Sy(-( LP'ir� I '�Q4 G"� Lutheran C 1� u r c h •f � V1�•■r■. - 1" dia. brass got* valve (507) 297-1455 \ , f - b) Prov id° rated the damptsr• at p•netutloM of one Iwur - I .. ►'�Lr 1`C' P i-Y• -- - - - ' I a Date 4 9 90 uperatlons ss tequ lr•d by NrPA 90A and CM uniform t =•�� CLGY�KPJ(a '- ----t - s �" rypt 1V~' i i INPI�Ftr•TWN I ' - - --- - ' Nei:nenlcel Code. Exterior UPS light fixture on 161 high pole with ',11#1 PGC to disconnect existing electrical hook-ups on S'd Ilart St. p concrete baser light direct )d ' S 5 A1�te.J 4) Hul1J:n•, *hall mese rtsgultuenls at handicapped tsccuuClllty • internally to alto/ providing an avarag• of 1/2 (121 Goa Motor TE" � T`•'I�NI -' I _ - Noted I� ❑ 24 dia X � 6 doe as required by UDC chapter 711 foot candle Wever. 1!`- „t - < �'yf •yam 21 All door hardware •heal b• handicapped accessible, 1•vy �'/ ' - I' ( v _ I s `� V Scale A r ��,y,�. '12� Electric Meter -._-..._ ...__ t j S S 4!4 RCTr !, I -� .9 -_-�i- handl•a. Surface mounted sxtorior fixture.�.I�H1'�LIIG� -rvv�a+s�11 l� .____ ---- b) Tollots and lavatories Shall be handicappo•d accon lble i.fs�s� - _. _. -- cl nr)nptny tnunt•lna Uul1 w h•naluppod eccuslbl■. i �pw 144 Soo attached Sheat A6 for Landscape Plan., i •..' ( � �' ' �• T I 1) ! - ._ _ _._. ._. ..,..__ .... _... ' - d) [xeertor ramp. anal nae tsxe..J a u.D• or lief wen V Accent Lighting AP� /•NGt:v 1 lob No ��0 8 1n••rmedlata landltpe •t 43 tut naalmum, •4.121 !n ' /\ ,I �jl�fa ��' =�44 Atii'--r4 ['� �I I �% 1-ngth to width of r2mp. ORD901B.LEG �s \\}y '' 4 M `1 •) Pro,lds •n• harleleap Parking ■lqn centarad 6'_r" ,.i,,h 1 h aT�Tp� �Lf:r'I(. F1 -I, /t s• �!y", Y/ tet'-_ T Jt21-C r4 1 n J✓ 9 In '.tont of waked handlc•pp•d partJnq •tell Sign", to jl,- af%II „� :7r:�'6■fFi /Y-f,f A►G:,�D;RGj 1.1' P .-._-- .-..-•'� �'C�iG.�'/� rood in 1" high letters with the international symbol or tit an Lf• P ivy !t -7/- e,.d't 1'i: F-, r rl!•N• - 1W7"1 - - \ �' a� a�u•a% , 4� � 1ebit7tllL t�,k.H. "narking with D.N.V. Disabled Permit Only. , --� violater Subject t° tolling under ONO /11.620 / ],� Satellites and a tin■ up to 9290 under ORB 611.41S.• CllAVE CAC Of 1, 74 t'� nr 7 \I(0 TEl P -x•E CF IF,.�L. � -' S ENG7H C77r- l: APIN(: 1 '(r'f •1721 `:l.- t•1"( •.1 �q� -11'1 _�{.,. Q oRaso:s.rD C! 12.O1 f29'OR':IP' 7.00 37.90 43,41'49• E t�h '21FnTREI•YI t%* ,� Lf+6ttG7�aCrIL. PI'b 1)Vk/►t�Ds(i !G�s PT L_ �l�i _ -i�Pr � r L_�- � _- - -- --- -- -rz U C? ?B 63 101'1 ''E' fIl 00 ?3 ?7 N 105? 33 f ^. R v.•4 L-'^!at,,,TwiiiG ' 1C r Plske,b'IPa CC-r �',�AY�.- - L.L. _tel � L- �_ -_ � � -- --- -- - -- � ` , C3 7-39 1'38754 7 0 7.39 N 1?°1R'OJ' is (^ IN !''tl7' I 1 ' CI f? 3e" 3'36 `<• � � C•r"fGt'' /MI'-e�(AItJs ? .DO J?.3? S J2'1R'O1' r IDgtr �l' r. ^'r C4 ?? s4 Re o1 a� j o ao e a 'oo 01 F d w , h ill C k S 1 R n D e -� t"1 c� �i �- o !• t a / e .*eta . . i..j` - E -- a Si a Ramp n Tras nc osure � O Edi E7 R d 11 6 • 1 1 ~ (1 111111111 -1�j �11`111�1111111i11jlifi' .111I111111i1 1111 11 V III(IIIII11flIII IIJill lll11111)IIIIIIIIIIII II1111111Jill 11III 1{t11IfI111IiI1111111I1111111II11 , MOTE: I F TN 13 M ICIIOF 1114ED ► 1 3 4 5 8 e 6 1p0 I I 12 DRAWING IS LESS CLEAR THAN THIS NOTIC6{TT IS DUE TO ` QUALITY OF THE ORIGINAL ----------- _------ --- _-._ - -- RAMING of ez �z iz rz sz �z Ez ' 1t III of e1 - e1 LI 111 t1 rl y t{lfl 11 11 -' c oIE.• '.• z II-arms a. �,�'"' ,flllulll(11!IIN11N1111111II11dlIIIIIII�INIG1nInN11INlIt1111111691111MI�tllltlllllllll1111111♦I(111111111111IIIIItIII111111111111111111N) �Innhlllll111lIIIIIA6 �N�N��LIIIINNInulu11h1nhwlHBliWluu�u111lllLllbudlnlllwlall _ JUNE 3 1992 4 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone;,6 9-4175 Type Inspdction ,1 ,[ Date 9equested — �-�eQ Time A.M. _ P.M. Address �d�a-� Cc ��,� _ Permit � l Owner i -. �, l.+i'�?��t -� Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to —� RII Approved Ll Inspector e__ _._ _�— Disapproved Date CALL FOR REINSPECTION YES 0 NO ■ III:.::CHAN 1 CIAL CI1°Y QF TIGA RD IA."A1,11''T, It. IVIE-1,190-0093 COMMUNITY DEVELOPMENT DEPARTMENT COON 0:1.44 13125 SW Hall Blvd. P.O.Box 23397,Tigard,Oregon 9724 tOO,609-4176 I B S U F D^ 08/1,30/9(0 ' J. I I-- (11)1)Rl* -T- 0 4-10 0 25 G W i PA R C,F L. 2 S.I.W 4 A 14 !F;U D D I V1, 1ON„ Z[)NIN(3-. R-4. 5 PLCKIK. .............. ('I I PS13 C)F W0RK.. W FLOOR FURN. F-'Wl C"C)OLE-KIRS. T*YPL' (JF I U N 1*1 1-1 E 01"E RS. VE1,11' F ANS. . « :4 C)C,,C',U P A I-A C Y G F.",Fl. ,. :f-1;:3 VI: lq*[ 3 W/0 APPL: VL hII' S Y S 11111 S J'(* R:I*E E;. Fi 0 1 L ER Ei C 0 I'l PR E SIC;0 R 6 1-400DE. N FUEL, CO. .3 :1.HU .1, ;I /(:)05/ / / 3-15 HP. . . . .I :I:N C,IN lYI()X llqr:llj,T*.- :1.000C)o D*TU 1.'15--:3 0 11 F,.. . R E%P AT 1:+, UNIT E) D()Nl-)E.RS'?. Y X30-•.`i0 HP. . WOODS T*OVES. (3 A i F,R E-.5 S U R (:) 1)R Y E R S. H0., 0F" U N I I E') AIR HANDI-ING U 1,111'13 CYTHEA UNFIT ,). F'URI,I < 1.00K FTLJ::2 10,000 efni.. G A 5 (31.)T' F,:'*I* V*U >=1.0 P)K 14 T U 1.0 0 0 0 k.:f n)-. 1+;'e ni A-r P si-- C',(3 r)1,t'rk-t(::-t.;j. t w(i ii;t o r y c,h u r i.J.d i 1-1 DUR REDEEMER LUTHF-EIRON (:'IAUR(',I,i typt: A M C)U 11 t In date -r e C.,1:) E)W 135,TIA AVE, PIRM T 1, 36. 00 P L I'll 9. 00 'T IcioR,1) (')I:*k 97223 5 P T, 1. 110 P[1(1)1e fir PAYIII qi 46. 80 JLH 08/,30/90 r1..-t-r a e t(.)r 1,1W.4" INC f31::. GIAERMAINI 1`(.11*01-01%11) CIR "I 7R 2,39-482f.? 46» 8 0 1'n 1'A L RE UUTRED IW3P-',E(',TIUNS This permit is issued subject to the requlation�� contained in the G L j.)-1 .11.1%f? ............ Tigard Municipal Code. State of Ore. Specialty Codes and all other H e a t:I I.)P U I-)t I I-)$l:) 49olicable laws. All work will be done in accordance with DUCA I I'll S r)P-L't J.01.1 approved plans. This permit will expire if work is not started F i-re Dam f)er .1 ri%r) within 188 days of Issuance, or if work is suspended for more F,i 1-1.4 1 r 11 t.-,. l:)e C-t i c)11 than 180 days. ....... ........ ..................................—................ .................... I r I,-i t is P e S J.kl vi a t .......... d F.,Y ................ ..................... ...........I.......__................. j.1 1:1 e c t i a ri — 639_.4:175 CITY OF TIGARD PECEIPT OF IAYMENT RECEIP"I" NO. z 90-2042'70 CHECK AMOUNT 46,SO NAME : HVAC I NC CASH AMOI..)N*T (.1.lc)c) ODDRESS : 015 SE SHE RMAN PAYMENT DATE 08130/90 SIJLID I V 15 1 ON PORTLAND, OR 9-1?214---- PtjwosE* or: 1"A'TMENT AMC)LINT PAID f"'URPOSE OF PAYMUN'r AlIOUNT F,All) PE 1,7-'L-A—N CHEC,'Is" VE 9. 00 ST. SUP-D PER 177-256 SW 1l-5TH 37ULJR REMEME.P LUTHERAN CHURCH TtJfAl... AMOLIN'r FAID V,. 00 FA INSPECTIDN NOTICE 1 City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 i Typc of Inspection [' Date Requested ___O ". �� Ti A.M._.._.. P.M. 1_�_ _� Address - ._...__ Permit # L i Owner— – ---- Lot # ------- -- Builder The following Building Code deficiencies are required to be rnrrected: Presented to Approved Inspector Disapproved - --- ---------_..._ CALL FOR REINSPECTION ❑ YES ❑ NO w w W W w w w INSPECTION NOTICE t City of Tigard Building Department P.O. Box 23397 /'`Tinsru, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested — —OC / Time A. P.M. Address - _ �[� SL✓�� Permit # FU�U Owner -- --- / / Lot # __ Builder — L i 9e►�r�iy_ (��L�,2��1 _ The following Building Code deficiencies are required to be corrected: Presented to �,� pproved �— — - A Inspector CI ---- - Date J Disapproved _ g__._.Y�1'� -- CALL FOR RH'INSPEC'TION 1-1 YES ❑ NO INSPECTION NOTICE i- City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97923 1-4,1a.1Z Phone 639-4175 /119 Type of Inspection ate Requested_ �f—� ._ ,- Time _- - A. P.M. Address / !Z l ` _ -- Permit Owner /• -L�a�=0*�•. - Lot # - -- Builder The following Building Code deficiencies are required to be corrected: -- �:A�U /� i Z �-✓L-t Gam•.� -- I Presented to _ �� Approved Inspector " Me — Disapproved Date CALL FOR REINSPECTION YES 0 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection C `—`• � __— Date Requested_—?M 9d Time_X A.M. P.M. Address 102--.2 54 Permit # �-•d Owner -- ----- Lot -- Builder The following Building Code deficiencies are required to be corrected: i i i 1 I f Presented to _ F-O Approved Inspector t� [J Dlsaprroved Date ' Z U CALL FOR REINSPECTION ❑ YES ❑ NO i Ir CITY OF TINA RD OREGON 8-21-90 Brad Cornwell Roacoe C. Lawless Architects Box 1141 Hillsboro, Ore 97123 Re: Our Redeemer Lutheran Church Dear Brad, The revision for the elimination of the 1/2 inch plywood sheathing on the exterior walls is acceptable to the City. As we discussed, it would be advantageous to check with the product listing for required nailing blocks for the vertical aiding. If you have any questions, pease call me at 639-4171. Sincerely 2-, Braes Roast Building official - 13125 SW Hall Blvd.,P.O Box 23397,Tigard,Oregon 97223 (503)639-4171 --- w w w w w w w e■r i� I_iIG - 2 1 - 90 YUE .. _ 7" :i C. I FF I Ft R1-1L TP .T LJF' GF' F4SP _ 0 r 4,+ A R C 1 1 T E C T roscoe c. lawless a.i.a. box 1141, hillsboro, oregon 97123 (503) 649-6871 TRANSMITTAL To: CTTY"IQETJ1_� nom , Date . From: (-*O-P* W`G J o b # : Attn: JNckvk �'� �' Project: �- Fax Transmittal '� - T No . of Pages (ir cluding cover ) .,0 VVICE;1V regular mail enclosed Federal Express .^ hand-delivered — other ATTACHED: P, VW � Mo"Fj cA-f O-N Tff AT TO REMARKS : 't"ly 5fffi�fe'o_T WV 04TH AV "ti yr, — f� Roscoe C . Lawless , A . I . A . 'Ytwr(N I S t C: job Memorandum : Project: 00po AM AL ow A Job No.: _ Subject: Date: FAX TRANSMITTAL NO. OF PAGES (INCLUDING COVER SHEET) 1, LD Cads Nbw l Ne*n" NCH - or l CAP 430; rti wc(►c C. hkil less 16.11. box 1141, Millsboro, oivgo►n 97123 (50:3) 049-01371 � sr ai w w w w w A R C H 1 T E C T roscoc c. lawless a.i.a. box 1141, hillsboro, oregon 97123 (503) 649-6871 TRANSMITTAL To . 64TY 0I Date . From : Job -# : Attn : Mj A44WAAkwo _ Project: OV*4- Fax Transmittal UH � c41,�,f No . of Pages (including cover) regular mail enclosed __ rederai Express _ hand-delivered other ATTACHED : r REMARKS : fvr Roscoe C . Lawless , A . I . A . ,, . 7 Mal , 1bY!'.:ri' ;sal 1�1'ICJ dt�P.lY�ilf�•'..L{: .'d ❑Conference Jobour Rede'.:mer Lutheran Church Job No. Date CI Phone Subject _ 11 Field With C Memo To Brad Cornwell/Roscoe Lawless Job Observation Weather Condition__ L"istributio.i _ gy BB ra a ' as'Made to the original set of drawings r visin$ the typical , 4 , a v e >ts , ' �•—�.. oYte�io sheat the original drawings called for 1/2 inch plywood to be ins4liecl-at the e�tleclor, of the building. This was designated as a type A she4ting, op the sheathing schedule on sheet A2, At severil locations at the t exterior ofthe building a type C sheathing and nailing, schedule was �-- r Aub tit ter for type A. Enclosed you will find a calculation, s Awing that the pq C an;be,supstiluted for the type A. You-, houldjhay' e any,questions please do not hesitate torr 4tact mle. ' 'r lncvre Y-youM t I I . ._. . �.._ !... Bill Berry ; . . I ... ��o PROFF 4. 1 I i T( I i F rw 017 , • r•—T—•— , �5)L pl'� �� ."�' ._..;... ' �p� use' „ �J�•�►'_. , Ali 7W I i W irk) If N i I lAe 17 G� r ' .�.......�.{►, .. ..11 ...1....._�.. .. ...... + v .� �~� �•�{'y/�)' IJP ' , , 1 I I I I 1 I A I I I 1 t f , ev At i T��, y, � �:,1' �'t'1l,1•�,II ,h M• � 'n'n r 'C .i� °n1 fL. . 1,_ ti, 1 .v +may .._Job N EiY!'t� nr* a�� p i� �l1 �19��1-�ilmsui+ur�'i M`� �irii�+�rtr�mc,l.��l�we�l�.r►Iw�� Job Memorandum : ', Project: 6Ut- C amwel� Prq&Z-" c v Job No.:No.: 0p" " Ott SU b j e c t: V pN-1 FAX TRANSMI I FAL NO. OF PAGES (INCLUDING COVER SHELF) tt rp-- T-+-tts P w F, art �f • b�-A�t, �1 N C�-S Ari �a �� W 6"i"� �lst��! �- • �-��5 Ft b��GA�t Lsa • tfJF;ftTFttrr& JLE.VtscM FfZ , F3LU-t,/ P wq�L`F' sT"CT, t- � J -v 4 FA - 0o , I I rP-0'�5 10tST INFp . vt Ftv "-f F�,f, N o THE Pry ASC+W " t NFr f"; Alk, NO- c-irf 1'I/til'IN' 1'. �i1N�1`tiF ;I.I .I. b0N 1141, hilltilmn), nrepin Q7123 (50 3) 040-0871 ) ob Memorandum : Project: MIL W. Job No.: _ d Subject- — Date: --- FAX TRANSMITTAL NO. OF PAGES (INCLUDING COVER SHEET) — ' TH,5 aN v GS14Nt; J "Ff:' CIO 06pa�v 0� 4e 444w�f� A_rACd 1)4)\ 1141. 1►111simn►, oregmi 97123 (503) 049-6871 F11 hrAru.�ZYq � *At r Lo ( D. F- b - .�- �ot*T4o►f)T �t� rll�hf�tT1D (b N .Yf Mti ' 11 I ftp. . I - A'r�� F-04's -- FMT Fllvl� d o lsr *,/ �o TpgKArt" nC SEC-T I o N kT core' . 5"-- W N -L-L -- P.EP LAC-€4, Part---t&t\J Reference: L. y T qF"--N Ct u"r-re _t7 10scoe C. Lai ' - A.T.A� (`eviston: e,{ lm-V 94t- ND , A n c H I � I Date: q q _ — box 1141, hillsboro, orcgon 97123 �yt�t1S r F ` (503) 649-6871 W W W W w e i all I � • OR . -. __.r C �� X11 tV. 12. (04) 1x(c) y� GRIP — ct�D u �� C, 0 3 - - v � F -P A�-�5 PC[zTl N F /� - I VT-L.s Reference: L--v T tt EtA-t4 c-Kyl--t-+H �7 Roscoe C. Lawless, A.T.A., Revision: Pt b 0. 0Fife No _ A R C H I T C C. T D //��,, ,�� G bvx 1141. hillsboro, orcbon 97113 Vete: r'TV� T 1 �.� (503) 649- 6871 r 1 A8 �P WOW 1 FC)f-T! C N 6 ff STM fz r-u-P,,m -4D EA?Mn•E4-- R e f e- r e n c e: 4-Reference: GV T Vt E*Lor� F-4 3 C Revision: F-t-D 0?2--p Q , Roscoe C. Lawless, A.T.A� ►r ARCH I T C C 1 1 Date: � v S T �� box 1141. hillsboro, orcgon X7123 (503) 649- 6871 ---------- Ti, I ?ACT q D o �► - Vp �� Dr- 6/5 Reference: UTH t.tdJ C-t I�E'V15lOn: � �� U Roscoe C. Lawless, 'vV A R C 11 1 T C C TI Date: Al�r box 1141, hillsboro, oreson 97123 l• (503) 649- 6871 AUG— 0-90 WED 14 : 22 H'%.PAr, . It-IC' 503-23.31-5555 P . 0S hVAC INCOIIROIIATED From: 1� Date: /,��9..�_r._..Time: z . z No. Pages: Including is siheM. TO: :,�� — �y%ra�� r, Company: , wrrrrrr.wirr�� rrrrr�.rr.rirr Department: --'� Fax Number: ,oma . X45 Special Instructions: Alit It a ,rrROUN wriw l ANI) nPR AMN V214 flO.%)7;14 4Nf2 FAX 190901q 0885 WED 1 4 . ?2 H'.'fHC: I h4 C: 503-23 E. - - - F' 0 1 hvAc From: rr w -✓i� r.r'ai.�.: Date: _ Time: 2 �S No. Pages: Inc'udina the Theft. ? est{ M 1ncorred. Company: Department: Fax Number: _ a- 72 Sr)cia! Instructions: z�-- r�/� 4.,y41iCE� ��t�x/EX r JviC�.A Oin C 0 4wt•A11AN �,�',n, t',,^1 nQE;,w 97gu 1501,2WAR23 FAX(9031?796555 _ — WEU 1 4 I rli- s-i = P 4=+� FiP FF'I7I'1 AIF'EF - !" Tr Product �asxA � or) Data Deluxe Upf low M[ATING A COOLING• Gas Furnace .10,000 — 122,000 etuh output A milestone in hcating efficiency and economy Carrier presents the 58SXA —• This upflow condensing furnace Is superb fol low operating cost and maximum energy savings, The SSSXA is a technically advanced furnace that has s __• __. —.M-- been designed and engineered to prOVIde the owner with highly dependable, efficient, and economical heating, The des;gn goal was accomplished in several ways. First, the 58SXA Furnace uses a pilot relish',system to eliminate wasteful gas usaga — a common characteristic of older furnaces with continuous pilot The pilot burns only during the heating M e�, A lk c�61 to ignite the bu,ners that heat ar she serpentine heat exchan , Then the 58SXA usas induced com',Mtion to increase the heat transfer that occurs inside the furnace `..',�;��• Tha Indut..d combustion s�.,stem is a so.r,led system which uses 100% 01 tdoor air for combustion. Since the coribustion elr Is piped directly Into 't r►' ti 1 Iurnaee, infiltration of outside air 1,1'0 home to support combustion is e:iminated Th.s precludes cold drafts y In the house and improves living comfort. Addit+ona,ly this Isolates the nose of Operation to' make the 58SXA Furr,acs o�e of he quietest in the industry; 1• r. The final touch is the et:ecia1 laminated 701 ro IQce secondery heat exchanger that extracts most of i_ the remeirning heat that Is avalieble in the furnace to heat the house The result is eccnornical and comfortatie heating with an AFUE up to 95,6`'x. The secondary heat exchanger 19 a _ special detign of the serpentine clam ` shell hunt exchanger Tris design reduces pressure drop �n the furnace and min+mites the risk of airflow blockage from a dirty coil as experienced t competirve product, lose Roam IUXA,I PO AiJG-- a-90 WED 1 4 : 33 HVAr_. , I NC P . 033 hiAr–�8-1?90 1© E11 FP.OM AIREFCO IriC Yo ?39E555 P.03 'The 585XA Furr ace is easy to and motor nolse to promote quiet gas to burners if one of the valves install. At only 46.V16 Ins. tall, it operation. (pilot or main gets) fails to close ran be conveniently applied In a new Certifications -- The 585XA units completely for any reason, or replacement application. The are A.G,A, and C,G.A, design Insulation — Foil-faced insulation in furnace has left-or right-hand gas, certlfled (040-FG is A.G,A. only) for heat exchanger section of the casing electrical, vent pipe connections, and use with natural and propane gases minimizes heat loss. adjustable glower speeds to fit most (040•FG natural gas only). The applications. Carrier makes it easy to efficiency is GAMA efficiency rating Printed-Circuit Board -- Controls adjust the blower speed with a speed- certified, The 585XA surpasses sequencing and furnace operation, tap selector;icated on the blower California minimum seasonal Solid-state blower control actuates housing. No need to remove the efficiency requirements, and neat, blower after main burners ignite, to blower or perform other complex, the oxides of nitrogen tN0ti1 emission eliminate cold air blowing into room», procedures. levels set by $outh Coast and Bay Adjustable Blower Speed For When using a Carrie•gas furnace, Area Pilr Quality Management you have the option of expanu,ng Districts in California, precise airflow selection. your comfort system to Include air WARRANri -- Limited Lifetime Direct Vent Seated Combustion conditioning, a humidifier, and an System -- Model 58SXA uses 100% ¢lo,�:tronlc air cleaner. A factor Warranty on the heat exchangers for y y the lifetime of original owner in single outdoor air, which results in especially installed 40-VA transformer. air quiet operation. Direct venting also conditioner relay, and multi-speed family baa and c 20 years to other Y minimizes the possibl(ity of chloride blower motor simplifies installation of residential and commercial add-on options. applications. Your Dealer has details. contamination which can result in heat exchanger corrosion, Also The 58SXA Upflow Condensing Side Wall Venting — The reduces air infiltration into the home. Furnace heat exchangers are backed combustlon•eir and vent pipes can by Carrier's lifetime Warranty. See terminate through a side wall or Monoport Burners — The burners your Dealer for more details. through the roof when used with a are finely tuned for smooth, quiet factory authorized vent termination combustion plus economical gas kit. usage. 58SXA FEATURES/ glower Door Switch — Shuts off all BENEFITS power and fuel to fvrna^e whene,,or coating, a i e Exclusive ,738.3Serpen7) blower dear Is opened. coating, a patented (No. 4,738.307? insulated Slower Compartment -- microthin polyproplen¢ laminate used The acoustical Insulation reduces air Redundant Gas V give — Shuts off on the sccondaTy heat exchanger. 'r r'r'nnntt ttttt 4C40'r .tWfCO noon�e HEAT EXCHANGERS PHINTED.CIRCUiT INDUCER BLOWC.R BOARD Model number nomenclature 68SXA 040 100 Q a DNuxe Upflow Sas-Firod Caol rig Site heat Exehanger Condensing Furnsr.o (Alrtiow) 0—Alum;nited Steel — Serie! Id00 cfni par 12,000 primary With OWN Ppiypropytpne Laminated outoul Capacity F—X.000 0.000 61uh $tee'Condoning Heat 040—40.OvO etch 100--102,000 8tuh Cl-•36,000 fituh ExChanger 060--91.000 Siuh 120-- 122.000 Bwh J--48,000 etuh - — 080—a 1 000 Btuh L—60 000 Coh NA or OF AiJG— e-90 WED 1 4 34 HVAC , .I NC X433-13.3—E 5 5'5 P . 04 MAY—OB-1?90 10*0'a FRC1P1 A I REFC'0 11"11-- F.04 � l A090r9 NOTE: The 585XA Furnaces are for use with natural pas Thtie furnoce3 can be fcl4-con varied for provano pas(exrep!040•FG)with a fec!ory•outhori2ed and luted acces.ory corw4mion kit. NOTE: Component location and conflpurat on may be dYlerent than shown above 0 Combustion-Air Pipe C-)nnectlon 0 Pressure Switek 0 Sight Glass ' Blower Door Safety Switch 0 Burner Assembly 0 Control Box 0 Condensate Trap s• 0 Gas Control Volvt Blow%t and Blower Motor -` 0 Ignitor Lockout Control Secondary Heat Exchanger 0 Van',Pipe Connection 0 Primary Haat Exchanger 0 Inducer Motor A 6-90 WED 14 : 33T5 INC: X03-239—E.555 P . E9t-; f1Fal'-08-1990 10103 FROt-1 AIREFCC INC TO c?9r"55 P.05 Physical data .--, 040 069 06 100 120 FURNACE MODEL 5*3XA FG GG 00 GG JG JQ LG LG ` OUTPUT CAPACITY STUHt (NonWeatheft0d ICS)" 40.000 41.000 61,000 81,000 61.000 102,000 102.000 122,000 INPUt 9TUH' 41,000 44,000 66,000 68A00 86.000 110,000 110.000 132,000 SHIPPING WEIGHT(lb) 217 170 177 190 195 221 228 263 CE4TIFi�39 RAN08(F) 15--45 20-60 35-96 45-75 35-65 4576 33-86 45-76 MTIFIED EXT STATIC PR{tSSUPE He.,oting 0.10 010 0.12 0.16 0 15 0,20 0.20 0.20 _ (M,we) Cooling 0.40 0.30 0150 0.00 0.60 0.50 0.50 0.50 AIRFLOW CFM$ Meeting 1315 13$0 1 1340 1405 1650 1620 2065 1 2115 Cooling 1266 12751230 1315 153E 1G80 2133 2110 LIMIT CONTROL _ $PST HEATING SLOWlI CONTROL Solld-State Tlms Operation OURNERS(Monoport) 2 3 • 4 5 5 6 CAS OONNEOTION 9129 11244.NPT GAS V_ALYN 1Redupdont)Monufacturor ..r Whito-PodQers Minimum Inlet Pre"y1e(In.wc) 4.5 Maximum Inlet Pr"Atim(in.we) 1131 PI T SAFETY Model 740 'Cas Input ratings ars oortiflod for elevations to 2000 R,For elo"lotions above 2000 R,reduce rating5 40A for tech 1000 h 8Wv0 sea level, tCapacity and AFUR In s000rdante wlth U.E,Govemmont DOE test procedures Csllifornla 90ao0nal E"Itlenclos ba,od on Callfornip-swIllud procoduros. $Air dolivery above 1600 ctm 1"t,Wulres that both sides,or a combination of one side and bottom,or bottom only,of tho furnace be used for return air.A filter Is roquirod for aach return-air supply. -ICS w Isolated Combustion SyStOM Carrier Accessories ITEM ACCI.'atOpY' _ _ ITCM _ ACCESSORY' Cold-Air ROtum Plenum ✓ r Coolin Cons ✓ Rigid F41tor Kit ✓ On*Com:relon Kltt$ ✓ Ride Filler Rack ✓!T Twinning Kit Sig Wall Vent Cover ✓ Thermostat Eleptronlc Air Cloanor _ ✓ tNatural-to-pfopane and propame*lo-natural. Humldlfker ✓ $Not ovallabie for 0.10XG 'Factory-&uthoeiTOd end Ilstod,fi01d-Irstallod. 00 000 •a.y1 1rY .`a h4U.. , A^It71 Mo�9e MDUaO AI001t RIET'WN-AIR $1019 FILTER RACK M QDEL 31KAX M0nFL 49FH PLENtIhiELECTRONIC HUMIDIFIER Cu11em made?lila?IWN far eR^t' C'61111om made halrn rJ"pwqum calwil"WNM 0?$turn AIR CLEANER ey eed,no?eatwre 1q,— ') C411 he meunlae en elate?110.er 1`190dee Cleene the s"V/n4ke,dim.and ae.a Cemot numldnhf eon 0Mn Mte r,;r4ace ALVcm"goft t two easy eceeat kr N0a'1np elle• Tana Dollene fx?emonry teyno.n ^1WOv1 eonle?1 en!AND lsfr v", 01_eNabte h log' Me ole Qevp on oocotlr°0 and ?umFw/,fw. AMC!e?I0400/1n _ — ebonimp eMl 4x11 bqtvoenouAenfllEda1 oal9e MID1 IO M!011• �r A 26 1n A 23.,;g 1n 40"41004.hell old 01owoee a 2.31 n, romp el low•temperelurle C 48. lainn,�_ C 14..1/y;n. - 4 1::4UV— 0-90 WED 14 35 INC 503-239—E.!ff-« F . 0E Mpy-�'ie-jl 1� �4 i=Por1 A I FEFC0 INC TO 3396555 P.06 Dimensions CLEAhAN10ES(in.) SIZE _-- 040,069,080,100,8 120 SIM 0 MCK 0 TOP 0.�F PLENUM- 1 VENT CONNECT OR 0 FRONT—OaeUtQ Ventilation 3 SERVICE 30 L'� w in. DIMENSIONS(in in%.) r' 040 17-1/2 15.7/8 1 }a• S � 060 17.,IZ 15-710 X15 080 17.1/2 15.7/8 1(4.112 ow�.h 4 I a.a�.w 100 21 1v31b ,8„2 L { v�--• 120 $4.112 22.718 22 .,.r iD° 't 'r� " t e $ E�Igo t t _1 N61 Performance data 040 _ 060 08o 100 120 FURNACE MODEL 08SXA F6 GG T`GGG GG JO A LG LO DIRECT-DRIVE MOTOR Hp(P552 tl$ 1/3113 113 112 r/2 314 314 _MOTOR FULL LOAD AMPS 7.9 5 R 5 e 5.8 7,' 7,9 11.1 105 RPM(NominN)—SPUDS 4076--4 SLOWER WHEEL DIA eTER—WIDTH6(In,) 11 x7 10x7 10x7 10x? 10x8 10x8 11x10 (2)10x8 PILTE1lSIZE(In, — ASHASL 1S7rgx27.3,ex, 19,318x27.314x1 22•7, �',Q7.3140 PSG—Permanent Split Capacitor EFFICIENCY -- T040 080 060 100 190 FURNACE MODEL 50SXA FO 09 GG OG _ JO JG LO LO CAPACITY' Nonwonthorlmd(ICSA 40.000 41,000 $1,000 81,0m 81,000 102,000 109.000 122,00o ArV&%* NonwONherl:nd(iC5)} 98,6 Q,.5- 91.8 915 01,6 91,s 0%! 01.9 cA4tF Rp NIA sEA,,"pN�At CFFICIENCIEs(CSE) 89.0 e5.4 W 87,0 69, e7.d 87,8 90.3 80• - 'Copeclty and AFUE in e6COrd&nce with U.IS Government 006 teal procedur09 Colitornia Soaeonal EHitiOncles 6140d on GpNrornio•Ot illpd proc"wo4. tICS—I0010led Combustion System 5 t-ILIC;— 8-9Ct L-A ED 1 4 : =3 C- H%•'PiC , I "C '503— 239—r S 5 5 P . 0 7 r 1A':'-08-1'390 10:04 FROh1 A I REFC0 INC TL.- 2356555 —+AIR DELIVERY--C(m' (With Filter) T VtNAL STATIC F^cSSiJRE In,wo .lhVW&QE. 1 PE 0.1 4 , 0.3 0.0 0.7 Hi�gQh1425 1370 1320 1265 119S 1125 1050 980 r^ 040-FG Mod•hll9h 1315 1-76 1230 1180 1125 1070 1000 915 Mod pow 1145 1116 1090 1045 1010 454 960 615 1 1 1 97 930 9 8f,0 650 740 Mlph 1516 1465 1403 1345 1276 1210 1115 1000 04"0 Med Nlph 1350 1710 1275 1220 1160 1100 905 866 Mod-Low 1166 1140 1110 1070 1020 945 525 7� Lpw7 84 1S 70 780 HIOh 1510 1450 1380 1320 1230 1160 1045 6.1°0 060(10 Mod• Iph 1350 1300 1216 1100 1115 1030 945 770 Mod4Aw 1166 1125 logo 1046 060 910 775 670 LOW 201- pa 1 850 7 --1 H'�qh 040 1690 1630 1470 1390 1316 1225 1140 1040 000QQ Mod�fi9h 1420 1390 1346 1285 1200 it2S 1040 900 fVlod•low 1260 1220 1186 1136 1085 1010 930 03F w 1000 1v _12LO_ 9 935 970 ea5 bas High 1660 1780 1700 1623 1636 1440 1335 I 35 1216 080-JQ Mod•Aigh 1676 1625 1555 1495 145 1349 300 1210 1230 + 1020 Mod-Low 1&45 1420 1385 13SS 1 1 11 101E 900 J�� 1 120E -- riioh 11910 1836 1765 1680 1360 1470 1?BO 1250 t00,1Q Mod• i h 1665 1620 1580 1526 1460 1366 1':90 1120 Mod-LOW 1410 1 1400 1360 133s 1300 12$5 1165 1076 Ot, 1 1 1 10 1190 1 1100 MlIpph 8415 2300 2276 2200 2136 2050 19sS 1800 100•LO MaQ. I h 2105 2065 2020 1978 1905 1550 1785 1710 Mod-Low 1810 1775 1750 1725 1685 1695 156( 1629 Lew lseo tom_ 1_52Q__ 14 1465 14 28 1270- 24 - 1830 HlIpph� :2185 520 2440 2300 2240 2950 1740 ,510 1330 120•LG MOd•Hlyh 2116 20x5 1960Mod•Low 956 1096 1830 1765 1700 1660 1366 1220 Low 9 1 1 1S0 1 _11 14he 'Air,iolivery above 1800 ofm requires that both eide9,or u combination o1 ome cide.nd bottom,or bottom only,01 the furnace be used for return Air. A fill%:';^ronuired for•SCh return-Air supply. ME2TS DOE PRESIDENTIAL CONSERVATION SERVICES PROGRAM STANDAP.DS, 0 Coro pUrCholiig ult Vpl16MCq,road Imph0h1 i 0S�'"g 4 nrN J onoroY oogt >wnd otticienov 1n1o•m3uon nralable Irom your rftaller --Typical wiring schematic _ ,r rtgLp�a,vO�T mMn� Poll 414.004fpfo.4eo•v04t WInINeI --FACTOAY QMNOLT wtRI d w ^ �'y TMLnM081AT FACTORY 111E 2042W.440.YOLT WPM* V tiAMtN1,�q rt(t.DSVN{,180 wing wing I rV I I "'Yvi NIATINO MILT I y y �eO.YOLT I I I r ; j w ( l ao�la�e. — ar+o r cNo u _ __ _J I �-+ — you _ _ _ _ g1Neu t t L�v'Qp1T AVYtytARr � .....�J I 1 � nHA11 rKt/Ddvi►trc �•OOx 0 a0� � IV' DUONN1CT Ot)NTI10� �—•"« J J ` —OONOCN:INO Iox r _ rwo UNIT 24-YOLT wi46 TCRMINAL NOTI!IF ANY M TNS 01410INAL h101, Al 06OCK lipPLt10. MV11 It R(PL ACCO. VS1 1AM1 Tr•q 04 eOVIVAuNT•AIRS A07�1 �vaNAc1 6 AUG- 3-90 WED 1 4 3 - HVAC, I NC F . C,8 1"1AY—fl8-1990 10:©5 FROM A I REFC 11'4r TO 2796,555 F.08 , Electrical data NRNAOZ MODEL 619XA oaaaG 04GOUt}GG 00o GG O80JG1 100 0 700•LG 12aL0 UNIT VOLTti—H6RTx—PHASE 116-0-1 u ,2 14— MINIMUM WIRE SIZE 14 14 14 10 14 MAXIMUM WIRE LENGTH'(Ft) 39 41 42 42 37 37 4t 31 MAXIMUM VW AMPS 9.1 5.0 8.5 8.4 9•7 OP6RATINO VOLTAGE FIANGEt(Min—Max) 104 27 MAXI PtUSrs OA NA ,TYPG OKT OKA$(Amps) 16 1 S 1 f! 16 1 ti 1 S 20 16 TRANOKOgMiR 041) 40 VA OffiCANAL CONTROL POWER AVAILAGLE— Hosting 21 VA COollhp 36 VA AIR Or)NDITIONING GLOWER RELAY St►ndafd 'Length shown Is as meagur9d one way along wire path betweon unit and cQrviCQ panel for maximum 2%voltage drop. Mermissiblo limits of the Voltage range at which the unit will oporale SotlsfaClOrily. Time-daloy Iv^•6 Is recommended. Combustion-Air and Vent Piping MAXIMUM ALLOWABLE PIPE.LENGTH(In Et) I Altitude(h mage 01pe Number of 90 ow" AMIN,d/(ft iume0e P104 Nvmbfr a_e0 DeOf elbow* •Ewe eea lowoo Else oil , I S 4 , euove 491 hues SIa6 Ol4 + 2 A e Q ! as 36 as is i! 2 24 22 , it 18 1.1 20 6 ,10 ` 0� 0 1.1/a 11 7 � -^ 1 76 35 64 bI 2 24 22 st tp ,e ,�+1 10 0 000.410 2 24 22 21 t4 +o $ 35 36 0.g 0.o z6 7.•1/2 1/ tl • 2115 - - :,D �� 0.40aJQ 2-1 1Z 2/ >w 21 19 +0 0 G i JO ,� - 600+a 0000 3 O b 2000 0.112 _ 76 25 33 +ONG S Lib •112 > - •- 9 pp s 3 24 22 21 t o 1 6 t0 2 112 7I I 00 6e 120•L�(r1' J 2/ 22 21 12 a 0.A 22• s1• 16• L t as a s 01 ?0 19 17 It; 1030 X a �.�t. o4t}o ,•+r6 ,� ,t r ' 2 20. >ro +9 17 is S, Op 30 9001 b X000 Q 6 JO 2.3 22 20 I 1 ;i - - 7001 tc 2A00 2.1n it IO 2p :9 2/ _,�,� 0 20 14 10 766 2.1/2 , t 0 ✓!b' 1 31 0.0 10 ?, _{ s 1s 1 , 16 11 1291m- a 31 29 2s ,-+n — a 0.1 >o' : + n is ro 2 26 17 1{ 3 { 04 V 1.�rQ 16 1Q _ 9111 ^• - - , ,t 21 27 26 2/ plot 6d 2Ire ,{ 17 IS t{ e _ .001 106000 31+ 00 t.Q 27 60 20 is 166:,6 LO 2.1 r2 .. f.V2 >s 2A 7 1 J 17 I1{ to 11 OBOAO JO - _ - t20.L01 1y +T 1 ' 3001164000 ton 7 2r M 2! i1 ,1 , • , ' a — — al, _.._ o a t 1r ,a t A La 2.112 , +0 - — 1•'rP / , ! 27 x a 2A L f I 20 r i ri. 11 7 !{ 000 00 -17 is 13 e 2'.4 N �e _ 740• 26 2 21 29 22 2.112 n. 1+ 1 06 3slo L 1 is a +I t1 0/0. 1•+� +5 - eoo+to/000 tee _ 9 U 1 _ 2.112 -ss - - 22 + of ii ie' +0 ,s /W+le$W006 2.21! „ [6 24 J;1 17 0 G-_. 11 111 10 7 S - - - n 0 _ 1! 12 r 100.00 0 1.0 2 r 13 p - 090 Go I� to 12 10 - „ 2e 142S 21111 - t { t2?LOf AO 71 'e 9 Y Otago 6J0 Y' 1• ,2 10 7 - !L 4• 2S•_ I �Z• 600+to 10.W p _ 1 t6 10 6 2 t t. ,^ R6move One Conlbuotlom-pir ditlk tLonp sous elbows must bo urod on th s model. NOTCS: 1. SI7A both the cvTbvollon.nlr and vont PIPo 1M0eP0ndn1ltly.thOn ON,I110 largo?dtsmulo,for belh p11566. 2 Asoum6 two 45•dogree OIDOwC OgV6t one 9"r groe 0tbow,1.0ng radius Olbows are doclrap'0,Shari re41uS Oftwl mSy b0 pmhlblled 01,Some model, 3. am *,*I and pit»s"'on/w'thtn the'urn60e 00:In0 and 7voollod A the vent ternligc Mit should not b0 Inelud0d In Count, 4. The In6lallot May ups one larpor pip0 0110 thin what n cp�r•6d above fug ro 3•In.dlIM010f maximum) S. The minlml+f-I Dips length to 6 It for all 6DDllenua�n I 1312";, S.W. HALL BLVD. r P.O. 3OX 23397 C11YOFTIOARD TIGARD, OR 97223 (503) 639-4171 OREGON r rte: C. CI FROM: ; I M' ESSAGE "E•��•� ��'1. � i (� �" �. f � ( f�'- t��•�•l','lc�' i�f (. i r lJ� f i ✓ " eta i_ l l✓�. ;' i - � � � _`� cr _s_.�.._.� tft urt Ir r r. • u-(..C. ' ftr " �`. ' � � -- StGNED —_-____-- l--. �--- --- [SATE_— ......... 1 E P L Y--.— ---— — TE— ---- - ----- I ' C-A_ _ — Pl EAl, RETURN ORIGINAL COPY WI1,I R, .Y KEEP PINK COPY FOR YOUR RECORDS. YOUR COPY CITY OF TERM OREGON July 30, 1990 Brad Cornwell Roscoe C. Lawless, A.I.R. P.A. Box 1141 Hillet,oro, 0" 97323 Project: our Redeemer Lutheran Church 12256 SW 135th Ave, BUP90-0144 Dear Mr. Cornwell: The plans snd added details for the roof structure for this project lers reviewed '-or conformity with applicable codes, and are apprcved. Details provided confirm a satisfactory system for the required fire-resistive time period of one hour. If you have further questions, or if we may be of as-;istanze, contact us at any time. Sincerely, Jim Ja ' Plana 'Examiner FAX (503)684-7297 13125 SW Nall Blvd,P O.Box 23397,1ig^►d,Oregon 97223 (,r)03)63Q-'1171 — ------- ARM INSPECTION NOTICE City of Tigard Building Department j P O Box 23397 Tigard, Oregon 97223 Pho.,n,C .5 6-� e 639-417 Type of Inspection �jLg::2 - — Date Recti ested f %� y —�U Time - A.P4. P.M. Address _ . .510 Permit Owner_ 4e,4 Builder The following Building Ccle deficiencies are recjired to be corrected: Presented to _ _ __— —_ Approved Inspector �� _ -— -- _-� ❑ Dimppr)vecl Dato 7 — CALL FOR REIA'SPEC"ION ❑ YES 1�1 MO ASPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 9722.3 Phone: 639-4175 Type o Inspection Date Requested �—2 y' �/U Time — A.M. P.M. Address �yZ`— 1� � Permit *9 Owne, — Y( r # _ — Buildrr Thr following Building Code deficiencies are required to be corrected: .. --- T - -J-. 1 — _ v Presrnted to - — ! Approved iInspector Cl Disapproved Uate -- ol CAi,L FOR RFINSPFCTION C7 YEa Cl No INSPECTION NOTICE City of Tigard Building Department P.O. Box ?3397 Tigard, Oregon 97223 Phone: 639-4175 i Type of Inspection �• �� /�J�. Date Requested–_ G' 3 ^ /(./ TI A.M.—_�P.M. Address _.- '_ ' ? 1� Permit # Owner -- 4- ��'�__�i �`'��i t L «.> iFLot Builder The following Buildirg Code deficiPicies are required to be corrected: -- s Jam_v C-�l✓ i Presented to p MII proved InspectorL L� L : Disapproved IMP. 7 -z CALL ICY';. RE7 F,CTION [1 YES O 7 n i i r �► r r INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4 75 Type of 4pection Date Requested ,/ r Z % Time x'1 __ A.M.._.. P.M. -�S�l� Address _ Permit Owner_ _ lot # Builder The following Building Code deficiencies are required to be corrected: hosented to --• Approved Inspector __ _ Ll Disapproved Dots _ Z-_/ 7- r3l e) CALL FOR REINSPECTION ❑ YES U NO r I i PROJECT: Our padeemer Lutheran Church JOB NO. : OR 89018 SUBJECT: Fiald Order No. 2 DATE: July 13, 1990 -------------- ------------------------------------------------ 1 . The General Contractor is directed to have the "drywall subcontractors" prepare their bids with the following directive which shall be added to specification #901 - gypsum wallboard: Contractor is directed to prepare bid according to original contract specifications. contractor should also submit an alternate price for a final sprayed-on texture finish ("light orangapeel") in lieu of section 901..G. 3 . If alternate is selected Contractor is directed to prepare a 81x 8 ' test finish area in the presence of both Bob Dressler and Roscoe Lawless for approval . 2 . Detail 22/S was revised in Revision 1 (7-9-90) to change rjut a bui.lt-up beam of (3) 2x121s to a solid 5x12 beam. Contractor is directed to relate detail to plan 6/A2 which was not changed in Revision 1. 3 . Contractor should note on the site plan 1/A1 that two 'M' type fixtures should be moved with the church sign to the new location as drawn. 4 . The following note should be added to general note #12 in reference to det'ai.l 5/A5: Gutter shrill be attached with gutter spikes at 30" on center. . CMW�L Brad P. C-rnwell Office of Roscoe C. Lawless, AIA C117. Bob Dressler Al Roth Bill Berry, Structural Engineer D.C. Schroeder, NW Dist. Arch. Comm. OR89018 . F'02 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Datr Requested Address Time _ A.M. /'��P.M. (Q--— Permit #l/`f ��p n_ / � " Owner Builder _._ -L_=___z The following Building Code deficiencies are required to be corrected: ter' Presorted to _Approved Inspector' ._� --- Dhepproved Date CALL FOR REINSPECTION U] YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �—'1�'��— .� Date Requested Ti a A.M. / P.M. j Address l�d L .� G, — Permi Owner Lot Builder The following Building Gude deficiencies are required to be corrected: � v 011 Preeented to — _ !- — kApproved - Inspector __ ❑ Disapprovp,f Date CALL FOR REINSPECTION El YES D NO PROJECT: Our Redeemer Lutheran Church JOB NO. : OR 89018 SUBJECT: Field Order No. 1 DATE: July 9, 1990 ----•---------------------------------------------------------- �. 1. Truss joists for this project are to have a live load deflection criteria not to exceed L/240. In addition, TJI 's are not to be cambered. Please refer to attached W.G. Berry Memo, dated 6/29/90. Bra P. Cornwell Office of Roscoe C. Lawless, AIA Cc. Bob Dressler Al Roth Craig McManus, Truss Joist Inc. Bill Berry, structural Engineer OR89018.FO9 �® W.G. BERRY _ ENGINEERS 503-2,311-0717 Conference Job 0':r Reedemer Church _Job No _ _. )ate_6129j_q_0 ❑ Phone Subject ❑ Field With IL- d t Memo To D Job Observation Weather Condition _ irne, Distribution 3„ BB — Brad called %VIth a iluestion regarding the truss joists at the Our Kedeemer Church. We had indicated in the general notes that the joists \vere to be (:arriberect. We are using TII s on the project and 1 told them that the camhering was not necessary, We next discussed the deflection criteria for the joists I told hitn accnrdinQ to the code that the live loa 1 fieflection for a roof joist ry a:' not to exceed f./240 for roof framing; memhers that have a gyp board ceiling applied to them. Brad said that lie would pass this deliectwn ct iteria ontn 1 'uss joist. NVGB.Is INSFECTIt?N NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 t Type of Inspection - -- Date Requested en Tims�,F1L=A.M.__ P.M. Address /C�v� 5� Permit # �y i Owner Lot Builder - — ----- —--_The following Building Code deficiencies are req tired to be corrected: i i Presented to _ - P Ap{.+roved Inspector -- - Disapproved Date � La — CALL FOR REINSPECUON Cl YES 1-1 NO W Pill! !� .� INSPECTION NOTICE City of Tigard Building Department P.O. Box -Tigard, Oregonon 97 97223 Phone: 639-4175 Type of Inspection Date Requested 1 - iU TimA.M. . P.M. Address `— 3 Permit *2 ^vner lot # �ider Tile following Building Cod deficieni-.ies are required to be corrected: u Presented to --- ------__.--_-- _— ( �Approved Inspector / ❑] Disapproved Date CALL FOR REINSPECTIGN ❑ YES ❑ NO Ww ClTYOF TIGARDPL.UIIBING PERIIIIT CITYOFTWARD I--,E R M 1.T #. . . . . . . .. P L.1110 00-f 8 COMMUNITY DEVELOPMENT DEPARTMENT COMM #. . BLIP90-0124 13125 SW Hall Blvd. P.O.Box 23397.Tigard,Ore(pn 97223 6W) 176 DATE ISSUED,-. 0(.-*,/26/90 -IRCEL.- 26104A111--04700 311E ADDRESS- -. 122- 56 SW .1.1-3 5'TH S1 Pf SUBDIVISION. - - - S' ZONING,. R-4.5 fil-OCK. . . . . . . . . . I L.0 r. . . . . . . . . . . . . .. .......... ............................... C,L.ASS OF WORK. . ANEW GARBAGE: DISPOSALS. . : VIOBILE- HOVIE SPACES- TYPE: OF USE. . . . REL. WASHING PIACIA. I,A G K 1-;'L 0 W Pf-E V NI R S),. (.)C C U P A N C Y (3 R P. . R3 Fl-OOR DRAINS. . . . . . . . 'TROT-'S. . . . . . . . « . . . . . « ':)'TO R 1:EES. . . . . . . . 21 WA'T'ER 11EATERG.. CATCH BASINS. . F**11.'X I'U R E S---____....._._._..-......... L.OUNDRY 'fRAYS- -, SF RAIN DRAINS. . . . . f-31NKS. URINAL.S. GRIEASIC: TR(-)I::'S. O'THE R F I X U R E S. . . . . 'TUB/SHOWERS. .. S)E W ER 1...1141 0 111 W01'ER 1A.C)SE:'TS. » A 14AI'ER LJNE DISHWASHERS. . . . RAIN DRAIN Renlr.lrksa *Tempor'Ary 1)(3 -k-Ur) C)f RV"a ft)r wc)rkers. ................... OUR REDEEMER L.1-I'TI-ALRAN CHUR(J-1 -L-y r)e Ani U V)'t, by dice reep-t 1-22r,Jk, SW 135141 AVE P R 111- 1> 50. 00 r5 r, :,C,'T q; 2. t:o I .E.CiARD OR 97223 F,A Y 11 1, 2 15 0 r.0,'R 06/r.?6/90 C:ONI'RALJOR NOT' 014 I::*IA-E ................... $ Yam,. 50 TOTAL. HE.'(A.)*1LN[:*.1) INSPILC11 :1.014S This permit is issued subject to the regulations contained in the !3ewer 1risI:)ec-,tJ-c)ri ......... .................. JxuArd Municipal Code. State Of Ore. Specialty Codes and all other We%-Ler I-J.rie .......................................................... ioplicable laws. All PtoO- will be done in accordance with ................................... . ................................................................ approved plans. This permit will expire if work is not started ...................................... w,thin 180 days of issuance, or if work is suspended for more ...... than 180 days. ................................ —-----...... ................... rn j.t t;e S 14 to _..._...... .....w....... ISSLIeclBi .............................. ........ ........................-.................... ......... ...................... iiisf)erti.oii 639--41. 15 SL I� -t•, �'-®N 1 .� ' '� 'r 11 L44,49d644ro"INam I mtuo A2 1 If. -4Prt-- I C' � ��/1 T VAI J7141[il3 -- r INpni 40/'� ,7 IC4e�'0 vz,• ( 1. composition shinglo roofing (-A cezvpp APP `V A` ► I I 1 , � It-A& /APDaUPPP- L.ev�� 0 ` . Built-up roofing system y 1) F , f 1 C�) ': iL' LTi=i fif��F f'!7 I F �iZ \ �.l E / f I N 9 gauge I 71 I 1. 4 x 6 alvsnizcd :0 au o metal -_ `7 F.l�a!T ADD• rR S r ._ . __ _.. �, ..._ bIMLPIiDSl►- -� Its � �Nl ,.• fVL gutter -- _ _ W'TM �vN I lY� $ * (4. 6 x e galvinizr;t ]t gauge metal -3 phOI In o - .� --� gutter T e.*- 'k I Km-* 2 1 � � to , �I� � C t-1 ID\ I --� � Sz � y -.� Y 0 / ' \ �I S. Galvantzc,l mr•t,,l :,;i.rslr .^ b+,/ y ;r 1�) -I t 10-4 a x ,` 11 w�l} I x"h i•-- -0 V I "I Pip PT N1 e . �S1T�(f. 1 r- /' I V J a,.� i Y {. Metal 'v%sl, ,tat -iT dOG. �I _ ..:•::�:-: zr �'*v�� '4"', S I -� 12 �� 7. Drnvid,_ , wId, 1,1 S,,ut 1, 1 loam -- 1 I - -- - - - I - NITFt EN 'l PG r F(P. I t _ ' +- -— _ - __ _ - - __ - _- - i �ri�I� f'A11��b H�• J ..`` I ' - ' 'rA 10 "�1 J� IZ 1 TOW, / r , n. I. , ,. t n q r (75 Pp M 4' I J I If DR` I Vti. v. x ♦ DY/1, No. 1 ,,•rusted .,cilia O �� J a.t� IIT�oC?)los'I l9 s Is. 1.�2 _. ..� •-r Z K b f'TVP'b "..`. ( I -�'�_._ --• --- _- ._ _ _ 10, 4�0" x 4�0" w,lIdu,: typ. ' Y l ) 2 � ' Li.HB ON 6f+ 0.1 _ 2 z,, t c- 1__-1_ D. 11. 1 x 6 TG DF/11, N,.,. 1 stained rl .r• sv LKti +IID . • i I t < - . c�'H �x B c°r L Mt•G j•s �T�p6� N �i Q.J .� O i-OTH OW TTP!-' ' �}�• I 12. handicapped access drinking 1f` I' I 1 wu» Q.r4 IF 101 l02 SON ! " ! N111 �5' �P� G ~ . . r\4 ► l r oi,fe PTLD upWN�� I 'Z) Z, IL (Z) 14. Y''C2) i�It (�.�t� 1� 2 ��_ 35) �J� two P�, ` �/ foun assn A. - i� N+ P �7 II O F' CR ircaZ.' V', H Obi. Irlljl) TY� _1 1 t '' (� I iI}..-_ , �s�w - 4 1�tYpf �-- ll. Full height Casawork with P-lam r'1 •-fi kp rfp ��7 oi H�T� �P ?(O'•!I-�I I _ortowx 8 , ' , �'—] ` +�J �I _.� uvarpnnel J✓ t"_� /.G.OY ' CF7 I V t' "1172 ( �._ -- 11. 4" concreta slab on 4" compact C I S �� I Z �X O QY 11) j e� Q vY full with 6 x 6/wwm EW �7 iuunt 2 r�4'VT'tr i� p~UI��P NI7N I � I I +. %, _ 1 . i2 S L 11 IMS (15. 1 1/2" , handrail c•.c.n� .""4 I. ri>♦ 'Lr�(v�oTV Ln[✓ t(pi1 GG. 1l - x / •Qr 51 J VIII ,�(,� a- _.✓ IXiO Ft�`U► aOG4T 11' ✓ rl M} Y / a -� �16) (6) 18" deep adjustable shelves r 1Z �/ ►l.ywp �i/G, i I !b 110 lY/ (� �F r/RP✓FiL RI WI t I N •I I withbrackets 111 q� , _ _ --• !'I1dt , �7P'T' __ i _ _.- �/ � •� vale b 1 - ._1�_ nc_e a ova I , I —._. � 4 w i 11 Gu^NG•�l,P'�+ .:' N � 1 C F ryRlly. I T__-T,- � \ML �I.._ V, �_ I � 109 I �t."I- ~—"-- I I �Cw 'mj'��"a„p� I ld. Mirror - surface mounted i , I +!3 Ic T I � 1f 12” davp shelf p �� shave f.f. � ^ I �.I 1 `•.w.`• .,� �� _ r,��'T`b(\ �"✓ y I I �2 0. Mop s i n Y: w i.t,h .A r a i n 4E ..r fT w F.xT• WP t.l�t5 - I G' -c ' r 3 I A - - - - - 1 x , - 1 y H 1�1'S;G 2.1 IIG,4( I f1 x Ar+ i � ��, � t��lP �7 P h - � Z rJ rF 21. Countertop - mounted lavz.t,rt'Y .�, 2�c1/ V C �!� -_ - 8--- 6-1 I / ink I_� 6" stud wall with sw Ti each silo a 9YP brd Z11 *' square opening for roof jack, �N rl 11 Pg tr_�,a•- ' ,` EJ typ, Painted black f� X11 IZ' 0' - p * / � 77 Ifr rrlM Sim �/� p�) 5' concrete sidewalk, broom finish � •-i II _ - �F--- - - aF- - - -'--i-►/ .sj.._ d� USE 41MP HD6�' t M wits control joints Q s'o" o.c. typ. cO}� �' \ r ?.��-' �N W t; ,I I�I' p, rn�T�i b - ( II t Toll-Lr FIAMfc PW�,P. I''1ovwTE.,, �� 1O/I„I - r�j'`l I !'J ,9' :_-� ✓J�SIMP HD6P n .?± Ey+'�1' 1O1 O/"'1!�''� ff/►�D r-•�N; -� L 1_J ' _ �_ 1t y_` F _ Floor FramingPlan _ olo .1 I W - 6 /ell v I I-Oil �(v ""P�1'G 1• ,?1c•P, r',TrT or r , I ---I =- � --- �JI_��,•_ -�'� �, - - _ =-EAT G``�s=P• �ZF'tN�,.F�r�, U C7. v G 1 11 i1,/r r +f c1Z Cwt ly, f/ �•, y A ?Zf E,GYs+�s NA-I6. ern,Loi D "C -Z,* Nd' 00, -' .y � I N6q ry c'i TOE ,/l L F P � � Iz `0 � 1 ; �� 12>✓�d_�II r- ,- t`ts «tiGAo1-gl' -roll, 9TF'0,`P TO TOP GF r�U►t.l- W _ �}--- S'f✓t PS�pti STI d(i,�llC�tN�IC�E!►'\ - � Q �,�, � UP �TJMs`C-moi 3 _ 'L�c ZChi it^r'Ci�li. S oto t9, Q' ►G.ti- x jQ '1 Fr�C��`-hT a �._ e► � to K(o T� r1Pl-�-�+T U 05 :. 6•c ... ' -� _ _ - ! \ \� = : :� I p '� G7 - N rlht�/eYvC'rY•P. f' ? 2 Rem-, L d . w GA�!C".► C'l f i est CG K I t5,57" P IjxJ r- �� ,H n 1 n I rK 1 (C �„ Iy�, IM �1 0!I CHET tri 1'1 � �i 4�J'106 �. 1�I! �I�,I �` IVP Z -p ►�' O' -- c NO I �' I V ti TC � - •r ,�' sF--- - - _�I"-'_ - - -- .._ _. -- _.,�a. � 37 • �i••I � 2 N•T,� � I �- H, �M7 ' L� G.G. all �I IM w - n� w � U �erevel Plan r -S T I •- J ,� � J �I I 5 " 'SIM � �' T'6 5 x9 ro,18f5 -1�GI=r.M.,.•tIr' Ikk GF� V�` D"L � `N rt � ., ,� TJ I , 551y1P ✓ 48u®.C.• �� I 2 34 .f rr.TVP'Sr �� / __ �P I Tbi� pu!►J�C'D:Trp. r r I I V S j tx►v PFT r�/ w-'!4, -c.` ,I LIMN b� Po�vT �crlE(�,)l T= r.' ,� I 4 J , 41N (9,%A GG, � '� -�' �____ � I I �d ��u v.c�.�►� � + � � �+1 OGO h CtJT MIN.) �; �*' e i�l L1 FO 1 R dP-I L G *!'�.�- y �.. N I Pati D 2 O,G. N G15 Lr� �•�G1z G1�'f� DP"G 1' ' u�lP P oEij '.'NDGLCo�r'161i F'•oTrpc.-IoN . F H�-r�+c -e- r ,_ r 6,•5>ceel n� AsIM } I `1'r' -TL- oil % x (G ... �PyI H I I M I-t H I 1 I _ tL ✓!I I `» hI H' H� �_ Tom— I Ii M - J I �4 4x4 DL'�1 ?add j bG4 S r< l x 12 r 1'tA'PK �1 ai�WPT1oN - V P'Np 6F I- ro fpr-R P'"r-t 1+� ^_F N p7 t' YONp - y _-.� < O I - Roof Frarnin, Plan Ext . Sheathing Schedule jr H 4 ;�)2�I`� Lit ZC7)-- S A C-, - Aa iyu PtY ld'ro,G, � 5� ,GFiF1..p I I - _► �, b d A)Pl r D IIJL;.X / - _- 23 3 1 '� Trr ! 10 G 4 aG C 6R�6S k N �t,c Upper Level Plan -_ - (� a 2 ; , IN Fifr .c (Floor Framing 1� TtP .`-- ) �f`` A'-'- �� • Roof Framing Roof Plan owbge' - ,I 1 ► 71� 4-0 �t�TFW I e I �"°�� REVISIONS - Q ) � �,K�'i�ji � -r��•II�,{ � �P (T'''°Er -------- --' _ 1P I N1F�I P E r T'H C--1 - - iT 1 0,0, y 0'Ld. -- _ PI,P'�TI� I(G A SMra:EAVE - --- ----- ----- Old I_ Partial Plan Interior Elevation � � ` -- -r = 1,_o A -- ire' _ . 'f ' "`� i✓ti ('. VC A- 4S r x r c _�' ,r 3 t 10 8 14 FR F It aC Go - `� p — F=25(o-'lye Date 4-9- � -- -- — Na4N I 4 �_ _! - 10G _ �INj.e EAvE ScaleLr) M A s Noted � _ 2 1 , -- 4 I M 4 . . / 4)' y' U1'r'1' - - - - -- - - - - - --' -- - --- I i a Job No. 89018 u tR - - - - - -- - - -- -`-- 1 V ----•-•- D.i 1 I A - _ 1=0 \ x(01 1�' I tSa-E 7'GT Ll r"cFL !z'F o,.AN V +I` 4 /� 'SES F+ CI�NoP`I' I�YJF P l.�N � ' , r 4 Partial Plan at Toilets 15Partin ) Plan at Stair n Roof Plar a) do r.. T .. - - _ '!:-"_.'!'��. _ .. - ,. ... .. - ,.•...R[+n,i,,. _- --_. -. I'►11111 h �Irllj1111r �ILI�t 11111111i111111I111111 111111) 1111111111i1r11111111111111111111111111111111111111111111111111111111f111111111111111111I1111111 �., ` t 1 NOTF: IF THIS MICROFILMED —_ _ , 3 4 5 8 7 8 9 10 I I 12 ----- DRAWING IS LESS CLEAR THAN THIS NOT1Cir•IT 15 DUE TO DE QUALITY or THE ORIGINAL ""DRAWING. OE 62 92 L2 92 w, ►2 E2 72 12 O2 6f 91 LI 91 51 tri f l 21 11 01 6 9 L 9 1S.- �! ► IE.- Z I"•"" ,,••% rg1111111nllllnllunlnuhullul IIn�uNurn6nr111uLnllr►H1nn6ni�4►uluullllllH11111111tI11i1t111t11111111111111n11111fl1t11111H1 t111111111fllftlNlhttdut111u�In11t1nhnt1ttM1W1i19i�ItILu111u11NulnnhnlhW��11uIIInuW1U11�Uu1)ullllnllWh111 - JUNE 3 1992 Ti} E-. C-4 A - - - _a f 47 1 rryp ' E--� 1=RAM fi, *0 rr,l� .��._ . . ..... . .. T ,-�.. � -----_ SIMP 3r LsrA u _- Q U AT ALL FKA.M!I44 • ' LEVC.LS c 1 ��- �,� , �� { 1 A �-•--� `o T I ACA `J .A, � i � 5 J A - - ( I ) ��' I r -- - - - -- - _- _ ,_, _00 I � _CK4 \A `4rT i I - _ I _+-�^fa II � - I r..••�""�'..:"#�^x:... — - - -- - --•- -- i-----.--- - --.—_ -- --_- J - - --z^�!'-li- - `�1 y `7 1P �,• {I �' i AFF `fi - I WI►N. l� `.. .......•. _._..».r,,.,,�� 1 `lam. _ � F' � Jai I 1 T t6(p'_-�L /�1 -- r+ u - 1 _I� �•: ISG � � �- --�-+� 4 -�---" I --�--" *z597) � 2 I (' I r5-I}y► t51-Il� r(o-n y5 -V',e 5-IXC- � _�' _� �. � �._ f 1 South Elevation _- 7 West Elevation North Elevation II_oR r -c Electrical Notes: CEPERAL i70TE9 --S,U[;T A7 ® site lighting witch. Locate time _ 1. Composition shingle roc[ clock ew ateea"a deb. wall vs. t 105. WINDOW S C H E D U L E : _ ` ` p alock a tort attic" K a taws witchs. 3" x 4" downs out powero! with .eL�/�ear-side owlets a aaL an Tr, siding / ower firer wlsoh. tocete K case! on 1. 1 x 6 vertival root as direatad, and tame warn. Verity tlaetures to be an time clock with owner. A�, r - / +� I 1 — --- ------ - IC 4. Footing beyond, see 2,/Al ® neatrimal service: 12ov/14ov, 1-phase, i I S. 4 x 6 galvanized steel gutter LCL 3-wive service. © ilamtslmal ooatraetor: prepare and submit - - - - - ---" --- - -- /I f. Open to beyond w pamel sabeduin for approval by owner. -�� "a contractor is re able for satisfyingxt • - a " Wcaa 6 x 2 0 vent with ga'vanized mesh; 1/4 openings \ 7 y rProwl". 1 x PL1�rrlG ✓1'+�IY Gov�lR ell City and Count rpuiramenta to obtain S. Metal coping O a permit. provide amhedulas, a17p1e line � I dismay b circuit plans, or other information , A Galvanized metal splash "block" as me be © All incandescent fixtures to be on dinner. - - ® Electrical panel: 400A rain, 4lckt panel, ._ (� I � I .,� s � •,L;_ .. _ __ _ _ _. _ --- 10. Built up roofing membrane I I I --•� }. conduit to paver source. Neter noun ng I _ _ _ ` •- - tL /`ry I - 11. Galvanized metal scupper with overflow holes n [e"eonduit t to rest utility Motor requirements. � ---- -d- -_� -V � - -i• � �•v-' X12. 6 X 8 galvanized metal gutter 7 Legend: / ��• ' _ - _ - ��•� —__ �iP'LL- EXT-P�ICI�- �1�P�N11�-1 �� I I I e t x 4 Flourescent Fixture // I - _- A' � 1%LIDv 6 X d downspout w A 5 - �I` So-- /-0�-- — O- O - - p I,PN 3/Ari A N D��f C-D to LE Recessed Down Can Light. I l'/ G = �/ , I ` ollOVlpG 2 . ; GT �sMb6c-p/� \� _Gil /►S N 4'KQ'p IN ,..c:NG. SrCm v4Aij_3 FOR 61DIPW4 Vic Speakers T ! ( / \ \ 1 ,k i�/, Z� K cL .`. tiLXk_' •� \ Spot Light Track I / - w Ceiling Height ' 1• O - I Art - 1 Y-41\ �l 1 1 1 I \� r -, -. Valiance Lighting Exit Sign -- --- I l .. A Smoke DetectorAL P RL '�''t•PLS L • C91,-JN4q 14601-IT 4` w 4 N LG. A -- _3' • -- ... -.-.._..__... 1 - - 13 =L I--- �) Ar�I"C4!4 L-4 N v AT _ ,�,�,�,_,q 1 r n XTLM-• i THIS LZ-,VE{- 5HA1.1. �f; o1Jt HR -- - _ L -- G * c 1 a .. + . L I EXHPU6T SNS- - - * t ccNscrloN 1 - _ + , 1 -04 � - � 11 y w FF ffeT PA5 , 7�NC7 c,i F (/ . r,� PTfAC-t1ED sT1zA1 7. P0J sLr-- PrL-� A 4 xEpo 'f(l'llil' Reflecte.6 Ceiling Plan - Upper Level I East Elevation Partial Elevations 4C5 ;r '_, _�•- _-- __ _ ,_._- • °¢-I°/ IN4.ULI�TICN B�ND M ��'►le�w '4''-O'� r -- 'I/ 1 2>< `IITHI N6G 2)K5GF-{�'R•SI�.4- ( L.1/►1G1•'q nw-•,rte Easter 46 +A 4- E•�Lih T-- - - '`- - g 13D W P W. -4 MR sl DE A_ AGS rl -/o*n'� R 1'11: fAl FLr'_141NCa-- — �fP. tbD. N /411le•�F `'10l C NG LG>G.O► LT I A - pI INT '1`lY1sp1�R - / LI[Cy�( LaAVl1v(n _ (a r AF _ n S 2)r2GF-PARL -P+ ><Z .�..EAA F� "a•,N) w _ M5'-AL s_/MG-' 'aS. - -. c� T �•,ry i`i - �L....•-.K ��r1Z. ` h L. :e- A, .yy�t t _�*'h G c. vi. � r_D ► _ p} a r ry �1D� ,% FR^r^E �` 51 L4_ t61M. V J c 'K �--\ DC- la IIS CP �Ah T P% �GDA R --- l� 11C1 If 1 "rc -A S zx� ��,•R _ __ - `. _ Schedules - eSILL !£�_ — !916.PrCa �Art:R I 1 y11 a NI T}1 M =l I 4 [ 4 w . v[q ''d �♦ ./� R"> ti' ��-A. .,N _ I _ ax.�,�►.Nr, ki . . , 1Pr • . , r ,A- .i_ REVISIONS 7 Window Head Detail Q Window Jamb Detail _ Window Sill Detail Va enc_. Ei htin Int„ poor lamb Detail Ext. Door )amb Detail ( hreshold Detail - - -- + _ 10 I ,. H� 12 L 13 - - 1�►oTE ' tiT + I N� FZA'rencl:Iur7,- DOOR SCHEDULE DOOR TYPES SIE tv OTC'' h A'z.D�+�C '��c' I N I - H SCHEDULE �-r •2 t-40 l IST e'r� L_eI L_IIS F3Y�5uo1''L. ►iK Scc sa¢c� ---- - r _Cf'�✓� �'+"1 F` - `STH GE IL+N� - - .. -- F fir•ME � I _ T �'�I I� Roc -*^M e P I I- F 1 i . "'I�rL F 1IJ^ r1�I' F N NkT'L FIN lNT L G ti �1ATL FIN, VIAS � + � �� • 1�F�ICG� p4rft Pip. IS,1 Z15- 4901 4901 I. tO I N 151"IIt 0 cONIG dwAr -' �WC ft - ACT I M111rap 4 e8 L lam?c,E r AT Le O SA " N ' - IV/54 �4-I 001 A '�e rt 7o I1 HM r T A +4 m PT 12VA3 II�AS A - -- �h+IG GX 'r F-+GwK. r_L-o5 LOW - 002 �JTL'�14J►rLr II II - dN6 - CONG - 0I� If 1I tl 60.p, rArp PAICKL.Q GWLY 001 NP ?� -7'0 --- I�- H� II A -HM PT• II II _ _ MANIC Cxl-T HDI,IK, Cw t,e� -- _ -- - - - 00'b If - �O M6 - I I/��y I I�,�, _ ---_ 00 I G __.. I I W P � I I I I I I I I I II �~ ! S?o joC' - I I I II _ Ory r I I I I - �y�X -7 to __ '_'- 1 'I - - �' 'I _ II 1 - -- -- ?ow11►v - 12" SAN IG._pclT H�►K I�w•ARL s _ aeric __ as ' I ' --- --I-) —!�� -7° II FSM 11 - A II II o t3 -- - - to x I I 4-9-90 H*�r t A- +I I I II 1/tea I I A 3 M IN - - i I Q I �(_. MP_.tY G'T 10'T MF{i ZlIOAK gT -� G0 � --- WD � �3!!a FT G Ib- r9T o o „ , — - - _ ----- - -- ^ _ + _ 003A � M M I I 11 _ 02-- ? G►b II .. 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I _rr _ " -r-----ter ` I'll ll11�i1111llllll .IJII�Ilfll1 E11111111161111 r11 I '111IIIIITIII 1111111 II11111IIjlll'11I1Ill 1111111111111111111IIIIIIIIIIIIIIIII1111111 t111f11111►11111111111►I111111I ND1'E: 1F THIS MICROFILMED 1 a 4 s e JJe 9 �0 l l It DRAWING 1S LESS CLEAR THAN THIS NOT IC6 r'17 IS DUE TO SIE QUALITY OF THE ORIGINAL I' '' DE 62 92 1 2 92 S2 bt E2 2I2 12 02 61 91 LI 91 SI bl EI 21 II 01 6 0 L 9 S b E 2 Ir'aaa' f ,r.�`'' :nlllnlhHlluuhuJuNIHHIIHIIulllunllHlh111hnIhu111H11111117711N1,IhHlhnllNnlnttl►nllnnlnnlnHlnnhlnlunlnnluu unlunlnnhlllllndnnlnithminnhml1111hu11wlMltlhnlhnllnuhullnnl'wllltl�utluuUwlwlluul'udulllltulnn JUNE 3 199 111, -'IT't'* OF' TIGARD RECEIF,T OF PAYMENT RECEIPr NO. 39()--2(Ql06-, C.HECI-,:: AMOUNT 6c). r-,,EDEEMER, i...UTHERAN CHURCH CASH AMOU14T 71C.W.) SW HAMPTON ST SUITE 1211A PAYMENT' DATE 06/26./4 ., SUBDIVISION TiGARD, OR 07 "1.2'T FAYMENT ritlfl,JNT PAID PURPOSE OF PAYME(1,11* AMOUNT PAIli PEF-*M 50, ST. BUILD PEP A 'o";!4, INSPECTION NOTICE J c City of Tigard Building Department y P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested ! Time A. A.M._ P.M. Address ,e� (rte 5' ' Permit #�,OZW Owner Lot # Builder The following Building Code deficiencies are required to be corrected: Presentedto 'J Approved Inspector ❑ Disapproved Date __ — .L2. CALL FOR REINSPECTION ❑ YES ❑ NO INACTION NOTICE City of Tigard Building Department 13125 EW Ball Blvd. Tigard, Oregon 97223 ` Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: - Footing Plbg. Underslab Kech. Rough-inAppr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/BF am .'ech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Lina Gyp. Bd. -Koch. Date Requested: C � C�I Times AM _ PK IJ Addrees:_Y/)� S -� q / � Permit 1 t�r v lqq Builder: �— �— THE FOLLOWING CORRECTIONS ARE REQUIRED: �•C ' s �l► <? , �s---Ts : Inapactore i `� ` r �' � �`+�,,_ nares: 1 APPROV9D DISAPPROVED As`PPOVED SUBJECT TO ABOVE Call For Reinnp. CITY OF TIGARD Washington County, Oregon NOTICE OF FIM. ORDER - HY PLANNING COMMISSION 1. Concerning Case Number(s) : TUP 90-0002 2. Name of Owner: Northwest. District Lutheran Name of Applicant: Our Redeemer Lutheran Church 3. Address 7100 SW Hampton _j:21A _ City Tigard State OR Zip 97223 _ 4. Address of Property: 122_56 SW 135.:h Avenue Tax Map and Lot No(sl . : 2S1 4AB, tax lot 4700 5. Request: An appeal of a Director's Decision for Tempora_y Use approval to allow spaces for parking of motor homes to house workers for the construction of Our Redeemer Lutheran Chlarch from May 1, 1990 to _October 31, 1990. ZONE: R-4.5 _(Resi.dential, 4.5 units per acre 6. Action: _ Approval as requested X Approval with conditions Denial 7. Notice: Notice was published in the newspaper, posted at City Hall, and mailed to: X _ The applicant and owner(s) _X Owners of record within the required distance X The affected Neighborhood Planning Organization X Affected governmental agencies S. Final Decision: THE DECISION SHALL BE FINAL ON _ June 26, 1990 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of conditions can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall, P.O. Box 23397, Tigard, Oregon 97223. 9. !kppeal� Any party to the decision may appeal this decision in accordance with 18.32.290(B) and Section 18.32.370 which provides thTt a written appeal may be filed within 10 days after notice is given and sent. The appeal may be submitted on City forms and must be accompanied by the appeal fee ($315.00) and transcript costs, (varies up to a maximum of $500.00) . The deadline for filinq of an appeal in 3:30 p.m. June 26, 1990 10. Questions: If you have any questions, please call the City of Tigard Planninq Department, 639-4171. bkm/TUP90-02.BFM w w W-JUN w CITY OF TIGARD PLANNING COMMISSION FINAL ORDER NO. 90- 15 PC A FINAL ORDER INCLUDING FACTS, FINDINGS, AND CONCLUSIONS WHICH UPHOLDS A DIRECTOR'S DECISION TO APPROVE A TEMPORARY USE PERMIT (TUP 90-0002) REQUESTED BY OUR REDEEMER LUTHERAN CHURCH. The Planning Commission reviewed this application at a public hearing on June 5, 1990. The Commission's decision is based upon the facts, findings, and conclusions noted below: A. FACTS 1. General Tnformation CASE: Tc dorary Use Permit (TUP 90-0002) REQUEST: To allow the use of seven recreational vehicles to house construction workers during the construction of a church. COMPREHENSIVE PLAN DESIGNATION: Low Density Residential ZONING DESIGNATION: R-4.5 (Residential, 4.5 units/acre) APPLICANT: Our Redeemer Lutheran Church OWNER:same 1700 N.E. Knott Portland, OR 97212 LOCATION: 12256 S.W. 135th Avenue, WCTM 2S1 4 AB, Tax Lots 4700, 12900, 13000, 13100, 13200, 13300. and 13400 2. Background An application for Conditional Use (CU 89-07) was approved by the Hearings Officer in February, 3.990 to allow the construction of Our Redeem( r Lutheran Church on tax lots 4700, 12900, 13000, 13100, 1320U and 13400 of WCTM 2S1 4AB. With the exception of the recording of the original plats, there have been no other land use or development applications reviewed by the City of Tigard. Due to a notification error, the City of Tigard issued an amended administrative decision on May 5, 1990 approving the proposed temporary use. This decision was appealed by affected property owners to be reviewed by the Planning Commission. 3. Vicinity Information Properties north and east of the r. to are zoned R-4.5 and are developed with single family residences. Six-foot tall wooden fences separate these parcels from the subject site. Properties FINAL, ORDER 90-15 PC - OUR REDEEMER LUTHERAN CHURCH (TUP 90-02) PAGE 3 to the south of the site are zoned R-25 (Residential, 25 units/acre) and are either undeveloped or are newly developed with single family residences. SW Hart Street and SW 133rd Street, both improved local street.e, separate the site from these properties. Properties west of the site across SW 135th Avenue are also zoned R-25 and are presently vacant. 4. Site Information and Proposal Description A two-level church of approximately 7500 square feet is presently under construction at ti-.is site. The applicant proposes temporary use approval to allow seven spaceE; for parking of motor homes to house workers for the construction of Our Redeemer Lutheran Church from the present to October 31, 1990. These spaces will be located In the southern portion of the property within the proposed parking area for the church. 5,. Agency and NPO Comments The Building Division has reviewed the proposal and has offered the following comments: 1. The vehicles must be connected to the public sanitary sewer and to the public water service in a manner that is acceptable to the city plumbing inspector. ' A permit and inspection will be required for the hook-ups. 2. Electrical hookup shall conform to the requirements of the Washington County electrical department.. 3. The temporary use must be approved by the State of Oregon Building Codes Agency RV Parke Section. The applicant has been notified to send a request to the State BCA (3-23-90) . 4. "Household" waste shall be disposed of In an acceptat,'e manner (i.e. weekly pick-up) . The appellants of the Director's Decision stated in the written appeal and at the hearing that the•- felt it was not the intent of the Code to allow the use of temporary residences or recreational vehicles for this project. B. ANALYSIS AND CONCLUSION Community Development Code Section 18.140.050. (B.5. ) allows the Planning Commission to approve or approve with conditions uses associated with construction such as the storage of equipment during the construction of roads or development, but not a temporary sales office or model home. CINAI. ORDER 90-15 PC - OUR REDEEMER LUTHERAN CHURCH (TUP 90-02) PAGE 2 apr E• � ! � � i• The applicant satisfies applicable criteria in that: The temporary use shall be limited in duration by the purposes for which the permit is sought; the amporary buildings shall be subject to appropriate R-4.5 and R-25 setbacks; there exists adequate and sale ingress and egress when combined with other uses of the property; there is adequate parking for the temporary rise; the use will not result in congestion; the use will pose no hazard to pedestrians; the use will not create adverse off-site impacts including noise, odors, vibrations, glare or lights which will affect adjoining uses. The dates of the approval shall be adjusted to reflect the issuance of this amended decision. Therefore, the amended dates shall be from June 26, 1990 to November 9, 1990. The Commission finds this interpretation of the Community Developmerf- Code to be consistent with a similar case decided by the city Council in 1986 where the temporary use of recreational vehicles was permitted to house workers during the construction of a church. The Temporary Use Chapter was amended in February, 1989, but the Commission finds that: the provisions of the Code remain the same ae they pertain to this issue and the interpretation made by the City Co.s:icil in 1986. C. DECISION The Planning Commission APPROVES Temporary Use TUP 90-02 subject to the following conditions: Unless otherwise indicated all conditions shall be met prior to occupancy of any temporary structures located o•i the subject site. STAFF CONTACT: Brad Roast, Building Division 63'1-4171. 1. The vehicles shall be connected to the publ.c sanitary sewer and co the public water service in a manner that is acceptable to the City plumbing _nspector. A permit and inspection shall be required for hook-ups. 2. Electrical hook-up shall confors+: to the requi_oinents of the Washington County electrical department. Applicant shall provi,'-s verification of County approval.. 3. The temporary use shall be approved by the State of Oregon Building Codes Agency RV Parke Section. Applicant has been notified to nend a request to the State BCA (3-23-90) . 4. "Household" waste shall be disposed of in an acceptable manner (i.e. weekly pick-tip) . 5. The motor homes shall be located within this area which will become a part of the church's parking lot and 3hatll be subject to R-4.5 zoning se backs. 6. Visual clearance area shall be maintained at ail times. FINAL ORDER 90-•15 PC - OUR REDEEMER LUTHERAN CHURCH (TUP 90-02) PAGE. 3 t F 7. The hours of construction shall be limited to 7:00 AM to 9:00 PM. 8. There shall be a maximum of seven recreational vehicles located on the property. 9. The temporary use is approved for the time period beginning June 26, 1990 and ending November 9, 1990. It is further ordered that the applicant be notified of the entry of this order. PASSED: This - '! day of June, 1990, by the Planning Commission of the City of Tigard. Aifon F. Fyt Vi� Pr'esident Tigard Planning C6mmission TUP90-02.PFO/kl. FINAL ORDER 90-15 PC -- OUR REDEEMER LUTHERAN CHURCH (TUP 90-02) PACE 4 W All out! CITYOFTIGARD F'T 0. . . . E'F.f�l'I:C T L CITYOF T16u4RD PERMIT R pl I T ##. . . . . . . : f'l..I'I CJ-0 0`�1. COMMUNITY DEVELOPMENT DEPARTMENT ooeooM PRIM. PERMIT N. : BUP90••-0144 13125 SWAM M Bbd, P.O.Baa 23397,rnpud,Or"on 9710(603lba4i 75 DATE ISSUED: 05/25/90 SITE ADDRESS. . . : IP25(; SW 1;:i",TF( ST PARCEL.: 2S104AB-04700 SUBDIVISION. „ ., ., . ;ZON?NG: R-4. 5 BLOCK. . . . .. .. . . . . ; LOT.. ,. .. .. . .. . ,. . . . ,. .. ,, ----------------------------------------- -- - - - CLASS OF WORK.. . :NEW GARBAGE DISPOSALS. . : MOBILE HOME: SPACES. : TYPE: OF USE. . . . :REL WASHING MACH. . . . . . . . BACKFLOW 1'REVNT'RS. . : OCCUPANCY GRP. . :A3 FLOOR DRAINS. . . . . . . : :I. TRAPS. . . . . . . . . . . . ., .. ,. STORIES. . . . . . . . :2 WATER HEATERS. . . . . . : I. CATCH BASING— FIXTURES------------- ASING. ..FIXTURE:S_....__..___._._._._...-__- LAUNDRY TRAYS. . . .. . . : SFRAIN SINKS. . .. . . . . .. . .. :2 URINALS. . . . . .. . . . . ., .. : i. GREASE" TRAPS. .. ., . .. .. . :: I_.AVAT•URIES. . . . . :3 O'T'HER FIXTURES. . . . ., .. :I. TUB/SHOWERS.. . .. ,. .. SEWER L1:NE (ft) . . .. .. „ WATER CLOSETS. .. :;:i WATER LINE (ft) . . ,. . DI:SHWASHERS. . . . : RAIN DRAIN (ft) . .. .. . Remarks: Construction of new two-story chu 4 h building. Owner; --------------- -------------------- _._......,........_._.._ - ...........-....._ - FEES -..__,.....-._._._.-_........,. --_ OUR REDEEMER LUTHERAN :HURCH type amount by, date weept I.2256 SW 135TH AVI:*- 1='RMT * 90. 00 f'LCK $ 22. '.'i(a TIGARD OR 97223 •:,F'..:1 $ 4. 50 Phone Na K'Ay11 :11. !. 00 ;11...1-1 05/25/90 OWNER/CONTRACTOR Phone N: 0 1. 17.00 IOTAI... Reg N. . : OWNER -- - ---- RE GUIRE::D INSPECTION; ._._.._._...... This permit is issued subject to Be regulations contained in the Sewer Inspection Tilard Municipal Code, ,tate of lire. Specialty Codes and all other Water line Insp _ __„._•,__._�....___ applicable lava. All Mork. will be done in accordance with Rough-in I n s p approved plans. This permit will expire If Mori is not started Trap o t a n s p within 188 days of issuance, or if work is suspended for sore Storm Drain Insp ............... thin 168 days. Rain Drain I n s p .._..._....... _.__....__.__.,_. Final. I"specicon eve A—Dew /"'W •rte �lv��c�/ _....__..._...-- _ _..._......._......_. _....._......._. . Permittee Signature: ��} i [«;1s x.r e d h Y ......__ _.._...._......... ......... Coll for inspection -- 639-•4175 SEWER CJNNLCTIUN CITY OFTIGARD PERMIT #v,uml r 1.;WR90---0154 �C'TYOFT'"7 ') I'-,RIM. PF.:RMVT '5WR90-01'54 COMMUNITY DEVELOPMENT DEPARTMENT wee J 13126 SW HWI Blvd. P.O.Box 23397,TOW,Oregon 9A?20903Y6h94176 DATE ISSUE; : 05/25/90 SITE: ADDRESi.. . . : 12256 SW 135114 CiT PARC-:*I-: 2SI04AB--04700 BUBDIVISICYN. . . . : ZONING: R-4. 5 DLOCK. . . . . . . . . . .. LOT. . . . . . . " . „ . . . . Y'ENONT NAME- - :OUR REDEEMER LIFTAICIIRAN CHURCH U 9 A NO. . . , . . . . . . :406-87 FIXTURE UNITS. . . :281 C,LASS OF WORK. . . :NEW DWELLING UNITS. . :3 IYPE OF' USF::. . . . . BREL. NO. OF' BUILDINGSCI INSTALL TYPE. DU3WR IMPERV SURFACE'. . .- 19001� :Sf trema' y*s: Construct two-story chWreh building. One DU will be originally used fr:)r, -tenipo-vay,y I-iook-LtI3 of RVIs for coiist-rUCti011 work.ers. FEES OUR REDEEMER LUTHERAN CHURCH type 'Ani o t.t I-)t by date rec 1.2256 SW 135TH AVE PRMT 1, +e5@. 10 43750 INSP $ 45.0(8 JIGARD OR 97223 1-1 A Y 11 1; 3 L H 05/25/90 Phone #: Cron tractor a CONTRACTOR NOT ON FILE. $ 1295. 00 T'OTAL REOUTRED INSPEC.TIONS ]his Applicant agrees tc co%p1v with all the rules and requlatioiii Sewer liisipec-,tion of the Unified Sewage Agency. The per&it expires 12d date. front the date issued. The total, amount paid will be forfeited if the -------- permit expires. The Agency dope not guarantee the accuracy of the side sewr laterals. If the sewer is not located At the measurement given} the installer shall prospect 3 feet in ail directions from the distance given. If not 50 located, the installer shall purchase A "Tap and Side Sewer” Permit and JVP Agency will irstall a latAral. Oat /Cltv 6, JP0 ................ BY- .................. ........... Call for insr.)P(�tioii 639---4175 W W W CITY"®F TIGARD► BUILDING PERMIT rCITYA�l D PERMIT #. . . . . . . .. BLIP90-0:1.44 COMMUNH", DEVELOPMENT DEPARTMENT 'RIM. PERMIT #. -. BUP900144 13125 SW Hall Blvd. P.O.Box 23397,Tigard,Oregon 97223(603)SN-4175 \,777-00TE ISSUED: 05/25/90 STTE: ADDRESS,- 11 12256 SW 135141 ST PARCEL: 2S104AB 04700 SUBDIVISION. . . . : ZONING: R--4. 5 14LOCK. . . . . . . . . . a REISSUE: FLOOR AREAS............._— -- EXTERIOR WALL. CONSTRUCTION— ' 20 sf N.- IHR 5: 1.111;5: 1.111; E: J.HR W-. 1.HR CLASS OF" WORK. :NEW F"IRST. .. . . :,31. TYPE OF USE. . . I REL SECOND. . . 13420 sf PR 0 T E C T OPENINGS'' i*Yl':,E OF CONST. -.5 J.HR T H 1'.R D. sf Irl a S W [.)CCUPANCY GRP. '.A3 TOTA L.-...- 6540 sf R�JUF:' CONS f'-.0 F:'IRE RE:T'* -.Y OCCUPANCY LOAD:260 BASEMENT. sf AREA SEP., ROTF*'D.- STOR. :2 HT. :40 ft GARAGE:. . . f OCCU SEP. RATE D: BSMT" ::N ME Z Z";I-.N REOD SETBACKS-------- ( EQUIRE'D FLOOR LOAD. . . . .- 100 r)sf L.FY T: ft RGHT : ft F'IR 9PKL:N SMOK DL*T'. . :N DWELLING UNITS: F:'RNI'-. ft REAR: ft FIR ALRM:11 1-INDICI", ACC:Y I?E 1)F�M 13 11 BATHS- IMF:' SuRfl"ACE.. 19000 PRO LORR:14 VIARKING:20 W)LUE.. $: 212000 CoristrLtet:iciri of riew two--story c1it.(-rcli bl.til.diliq. 0 w ii e r .................................. F--E F."S OUR REDEEMER LUTHE.RAN CHURCH type anlOUrlt by date r e c.,pi. 12215C.', SW J.35TH AVE PAYM $ 751. 28 J1 H 04/J-P/90 2001 `.-'oC1) STDG $ 1600. 00 TIGARD OR 972213 PRMT $ 713. 00 Phovie 0: PL CK $ 46 3. 4�`i F: URE it, 28r..;. 20 L;o i i t 7-a c:t a r C: 35.65 C'UNTRACTOR NOT ON F'ILE' SEDC 1 500. 00 1::1 A Y M 1; .:'1:)41:,. 02 J1.1-4 05/25/90 ............ ........... 11h( v i e X`59/. 30 T01AL R REQUIRED INSPLUT'IONS ................... This permit is issued sub)ptt to the regulations contained in the F*oot/F'ot.tild 'I' is p F:'i ii al ii s Tigard Municipal Code, State of Ore. Specialty Codes and all Other Post/Pearn Ilisp ........................I............................. applicable laws. All work will be done in accordance with Reiiif Covirrete ............................. approved plans. This permit will expire if work is not started Reirif Steel Illsp within W da,s of issuance, or if worl, is suspended for more 1.a b Iii s F) than 180 44.s, S'tab Ilisp F`rAniiiiq ]'.lisp ................................_........_.._..w.._.._...... Roof vlailliq I'IS F) 400,e �aPeeb"t IIISUIAti.cin 111SP IDerni i t tee S i i.:k A,1 t-f S 1i e a-r Wa 1. 1 111!s p ............ ....................... Gyp JB(,)Af'd 111sp Issk.ted Bye sk�tap C,011.11 I .................................... q lisp ............ ................ Call for i iis pecti ovi .- 639-417`1 CITY OF TTG,r4RD IRECEIPJ* OF F"AYMENT F4J.-.CETPT ND, t 7O-:, 0 L C)(-J,/ CHU.4 AMOUNI, 3 67750.02- I-G)ME OUR REDEEM[-'P L'ITHERON C,A�-;H AMOUNT C). 00 C,URL'S S CHUPCH F'(4YMENT DATE 0!".5/:Z 5, 7100 SW HAMPTON ST , SU I I E I I A SUSDIVISION TIGARD, OR 1'.2256 sw im,rH AVE PURPOSt-I OF F-Ay'MENT AI*10(JNI PAID FURF'M ." OF' PAYMENT i'imouij,r PAT D I 9UP90-014.4 717, 00 F"LL1116ING F,-*ERM F'L.M 1-k 0 CA)Sl 1 90. 10 T BUT LP, PE- 40. 15 PLON CHED FE I CO. 87 .!:A-WER USA '-,;t'JR9O--0 154 30750.00 F..)EWEF-' INSPECT 45.LIO REET, SEC 1600.00 STOPM DRAIN SDC. T100. 00 PROJECT: Our Redeemer Lutheran Church JOB NO. : OR89018 SUE?ECT: Revision No. 1 DATE: 23 May 1990 ------------------------------------------------------------- The fallowing package includes revised and modified details from the Project Structural Detail Book dated April 1990. The Contractor is directed to execute the following changes: ersnLawo Brad P. Cornwell Office of Roscoe C. Lawless, AIA OR89018. 1R w W w� -------------- i IM I g5 eS Structural Detail I SCALE 3 / 4 EQUALS 1 ' - 0 " Deference: Our Redeemer Luth. Church Job Number: OR89018 A�n°C C. Lawless,E. .�` Lax ri41. hillsboro, or n- Date. Agri) 4th, 1990 (so,) 649. 6871 I: 4JUW—AmW W-1W i i ^e i 1 , Pl.A(WM,-Q 1 Z:X, P40A. l � Structural Detail S S C A L E S / 4 E Q U A L S 1 ' - 0 ' Reference: Our Redeemer Luth. Church R,:�:xee C. Lawless, A.L.,N Job Number: OR890_18 A R C H ' T E C ibot 11.11, l illsb,-.ro. oregon th , 1990 � (503) 649-6871 Date: April 4 I ' r I . MEMPRIAM I /X (X� ►1"'T 'i' i 22 Structural Detail _ SCALE 3 / 4 E Q U A L S 1 — 0 " Reference: Our Redeemer Lute. _ChUrchr— ' Poscoe C. Lawless. AT,-� Job Number: OR89018 A R C Ii I T E C box 1147, hi11sJ orrgon 971: Date: Aprii 4th, 1990 _ (503) 6,1V __ s I Kf s.4 iArT eoT GONG. vvALL. 1,714 ,47 2c7 10�17 �a Structural Detail S SCALE 3 / 4 EQUAL S 1 - 0 Reference: Our Redeemer Lutll. Church _ Roscoe C. Lawless, A.Lr" Job Number: OR89018 A R C H I T E C box 1141, hillsboro. orcpn GZte: Aprii 4th,1990 (503) 649 6371 ' 1 1 1 GYM l'd57 H csA Aev I* �o�Ts iNz� �d51 r� I 1 I I i 711fr,1W1/l /�'�f 4 1 �o Structural _Detaii A L E 3 / 4 " EQUALS 1 ' - 0 ' Reference: Our Redeemer Luth. Church I Ros AR I T L Ccoe C. Lawless, Ki i' C }i job Number: OR89018 _ box 11 : 41, hillsboro. oreson 971 Date: April 4th 1990 (503) 649- 6871 __ I W WW W ! t ■ i ' •�U u/�aft -� � ' !ir.� ...._.... _. w4xL. L7i2 �Gl9GJe/N 1.0 -- ii oP)L7Vle, /" 13cc2e-*1AJeo S P& .z ` Structural Detail PPa7, I.EEVE 1� 4 E U A L S 1 - 0 \S SCALE . 3 / Q Reference: Our Redeemer Luth. Church p1Zoscoe C. Lawless, A.I.A. Job Number: OR890 .18 _ A R c Ii I T E C box 1141, hillsboro. orcgon 971:' Date: fit h -1990 (503) 649 - 63April71 - t — 71 1 pilot Ile - PPYO-1 N P2-, r _ , MWL - I Ifo 1 I r/I �.� SCALE : 3 EQUALS 1 - 0 Reference: Our Redeemer Luth. Church �) N u rr'�U Roscoe C. Lawless, A.I.A. ter: OR89018 A R C 11 1 T C C TI d. Le. �: r i I /,;k9 -19 9 0 bex 1?11, hillsboro. orcgon 97123 "- t (503) 649-6871 InM I , IIt — ylc�- rV F-P 4 N& 4 - N �- �� S C A L E Z " E Q U A L S f\efer.ence: Our Redeemer Luth. Church Job N u O R 8 9 018 A,o R or` C. Lawless, A.T.A. 1 rnber: Ii I T C C T Date: April Zd 1990 box 1141. hillsboro. orcgon 97123 j. (503) 649- 6371 i I I I I i � - - 14- d-fp��M • j VENT -T'CP ZfrTLUOP�_" - S C L f 3 / 4 E Q U A L S 1 0 " Refer.en(.e: Our Redeemer Luth. Church )ab Number: Roscoe C. Lawle3s, A.LA. ORB9018 A r, C H 1 T e C T Date: A p r i 1 /l0 � 9 ')0 box 1141• hillsbaro, orcbon 97111 ,1 (503) 649-6871 i — I OP �✓1 - i - _ - I)(tC-r'-VA12- 'n24 M, TOP.s. 4. +11 W!2---} Fool p � �► '70 t 1i1 M 1 NArM - ,may eI M P. SCALE U A L S Reference: Our ROCteemer Luth. Church lob Number: OR890 "18 Roscoe C. Lawless, ATA A I. C H i T C C 7 Da t e. 990 box 1141. h i l lsborc. orogen 971.? (503) 649- 6871 I Nei J/0/110 . 'LUri 2�0 1 - Tq� del / He L c� --- i x�V�• bf N� v N int•-�t � SCALE : Reference: Our Redeemer Luth. Church Job Number: OR90 •1 $ Roscoe C. Lawless, A.I.A A R C II I T C C T Date: �1 r i I r�0 , 19 9 U box 17'11• hillsboro, orcgon 971212 (503) 649- 6571 7 72 INS' ioF-,,e l►` V T' �" � �, ►T TV &W 6 j - • r 0 I ~~ • - -6�� GIV, t�v--�q- IN �� -;,✓ � � � �. . �s��v. EST. SCALE / EQUALS 1 p " eference: our Redeemer Lath. Church ob Number: OR89018 ASR o� C- Lawless, X.A If I T C C TI ate: � )rid � 199 box 1141. hillsboro. oreson 97123 (503) 649- 6871 ' I I g R"N L i -s-ri I Klg� pil4v P% 1 cvv 7rrp Z --- cam• y�'�H �-k. S (CALFFQUA ! S 1 - 0 �— Reference: Our Redeemer Luth. Church Roscoe C. Lawless, A.I.A )oh Number: OR89018 A It c 1-1 i T L c TI 9 box 1141. hillsboro. orcgon 9-1:} Date: April L � � (503) 641)- 6871 w w w t w MMEN P5 "I i �k-eve PWTfit Lls PSN b R446N I/P2 roR4FVrS C�NOFC 12TH �1--�\46g 17.1 c�hal SCALE : /�j EQUALS 1 ' - 0 " � Reference- Cour Redeemer Lt.,th. Church _ JobN Roscoe C. Lawless, A.LA. Number: OR8901�8 A R C H I T E C T a L(2: �� ' .1 ��9� box 1141, hiilsbom, orrson 9^123 i �_) I 1 (.5'03) 649-6871 7 r— 1 <O'C8gf 'y l b l►tel y-r Typ , Kr, q�Nol��ppt,r, 43 ....... Tor OF c.*r; .dam$ r`� SIM r� oc cv Na, SCALE : /�j EQUAI S Reference: Our Redeemer Luth. Church Job Number: OR89018 Roscoe C. Lawless, ATA R C Ii I T G C T Late: April 'rO � 1990 Lex :I,11. hillsboro. orCSon 97123 (503) 649- 6871 I� i iMAI i �A lisp y"DT*t.DI 1 A lit t � I�-v I �a� SCALE : 3 / 4EQUALS 1 p . Reference: Our Redeemer Luth. Church Roscoe C. L awles:;, A.I.A. lob N-L,rTiber: OR8901 Q A R C It l r >r C r box 1141, hillsboro, oregon 97123 r� t� A�ri1 2C� � �90 _ l�_ W)3) 649-6871 _ 1 J ' fx� ye T: 7 ! ----—4 — - U, r� ,1lERT,, �✓IpINC� yfl2� I X 4- Gr��NFi2 SCALE : 3r LQUALS 1 ' - 0 " I' eference: Our Redeemer wth. Church l o�� Number��l� C. Lawless, Job Nu er: ClR89Q 18 A R c� A 1� I T C C TI Date: _ April 'LGA 199�� l'ox 1141, hillsboro. nrcgon 471231 649-6871 J I I i TbA� �� sl �,N 3 E Q U A L S 1 - p Reference: .--Our Redeemer Luuh. Church Job Nurnber: OR89018 F�O�coe C. Law. A,? � ItC I I I T ►_ C T Z2 l q Q(-1box I141. hillsboro, meson 97122 (503) 649- 6871 — MEMORANDUM BUILDING DEPARTMENT TO: Planning, Enqineering Dept. Respond By FROM: I 1 For. Your Information DATE: Sign and Return SUBJFCr:r.__._ The tui?ding department has completed the plan review for this project. Please notify us when your department's conditions are met, so we may issue permits for cunetruction. Approved for isovance of permits By.-_ Date: l� i N w 76/ (EM-PORTANT MMP�8kGC FOR A.M. DATE E- ro TIME T'�A ez OF AREA CODE NUMBER EXTENSION TELEPHONED PLEASE CALL CAME TO SEE YOU MARL CALL ArWN WANTS TO SEE YOU RFf USH RETURNED YOUR CALL SPECIAL ATTMTION 4 MESSAGE-- SIGNED tlTH0jNU.BA. SAGE TOPS r-oRM 3002P FOR DATE— A.M. --7_---TIME P.M. M LiF PHONE V4 Num un EXTENAION TELEPHONED PLEASE CALL W '8E C I WILL CAME TO OFF YOU WILL CALL A:BAIN U WANTS TO SEE YOU Erj ED Y LREPURNEO Yr UR CALL r TTM 42CIAL ATTENTION IVIESSAGF�_ ------------- SIGNED. H0 IN U.8 A luF"V FORM 3002P � R 05/15/90 14:02. 0503 684 7297 CITY OF TIG4) 10 001 ACTIVITY REPORT � Y RECEPTION OK TRANSACTION # 5026 CONNECTION TEL 5035917067 CONNECTION ID G3 STAR1 TIME 05:15 13:59 USAGE TIME 03' 23 PAGES 5 W W a* W W W M m ::4 — I S — ';4o T1.) F 1 25 : 5 1 Fe08COE L. r4 W L ES: = H I N P _ C. 'N , V '� ✓, I v A R C H I T E C T rosecoe e. lawless a.i.a. box 1141, hi l�boro, oregon 97123 (503) 649-6871 TRANSMITTAL � t T 1 o� V5�� To � � Date : � �'v, From : J Attn : ..�L e � Project . Fax Transmittal ✓ `'� . No . of Pages ( including cover ) regular mail enclosed Federal Express — hand-delivered other ATTACHED : 'U'--�%'¢�-�'C' REMARKS : PC"-,C ,, eety. FAX, Mz Alt" -Cv 10 n** f c Nom- Roscoe C Lawless , A . I . A . C C: ^ MAY — 1 '5 - 90 TUE 1 3 : 5 1 RI1 `� C: QE C: _ LAW LESS A H P 02 A R C H I T E C r H11�1'IN'1'.��1��("ti•,l i 'u \ ��-��. Eil��,�i � i nfr� n'f��:�. ill,{, fr1 � faR+� Project: Ot'R REDEEMER LUTHERAN CHURCH ,lob No. : ORS9018 subject. Protection of Structural Frame. / Fire Rated Assembly Date: 15th May 1990 ------------------------------------------------------------------ In response to the City of Tigard's plan check of Construction Documents and interpretation of fire rated assemblies at the structural frame, we submit the following clarification. The Contractor is direoted to execute the following: 1) A one-hour fare assembly shall be maintained between upper and lower levels of the building by the use of a one-hour rated ACT system. Construction shall meet the requirements Of attached drawing CL-A1. 2) The exterior and interior structural bearing walls shall be enclosed in a fire rated assembly as set forth in attached drawing CL-A2 . ( At shear walls the outer layer of exterior gypsum board will cover the 1/2" CDX plywood sheathing. ) 3) The entire ceiling structure at the "=aer level plan shall be Enclosed with one layer of 5/8" gypsum board. At the 2 x 12 joists g,•psum board shall be atinched with 5d cam ctd nails at 6f1 o.c. with all joints taped and finished. At the truss joist portion of the ceiling, metal furring channels s.iall run T.,zpendicular to joists at 16" o.c. with the gypsum panels attached with 111 Type S screws at 6" o.c. Please reference attached drawing CL-A3 for a description Of similarly rated assemblies. We hope this answers any remaining questions which the City cf Tigard may have. Brad F. Cornwell Office of Roscoe C. Lawless, AIA CC. Jim JaCqua, City of Tigard Pastor Max Schaeffer Al 'Roth Bob Dressler or89018.R1 MAY — i@ - 90 TUE 1 S : 52 IIRO :� CCIE C _ LA W L ESS N T A P _ 11211 :� job Memoran um : Project. Job No.. Subject: 0 Date: MIX.- FAX TRAN MITTA'L NO. OF PAGES (INCLUDING COVER SHEET) 25 40 AUAATONi FIRECOOE%V M 1a a,E'of 2a'%2a"acoLAURA�TO)NE SA4pa 31 EuNEhpOnd3Yel—Cpinlerfuoled—pphlII41OfolhanaborlWTHERMAFIEEmwoole0 8nnOrOver 2a10walolal—IFl0,aLM 2lw' r � AUrATONE FIRECCOE 111,1"411,146"of 14"C'of 446,441,In EuLo sA oo! 32 1 Eap Gntl tyrl nlenuplo0 phl fill pro(oy 41 AURATONE iIIlEC002 panels or 11w THIRMAt12ER MIA wool 00-1 nam we ivo 2 l hn hr over 2a1J will L202 r INFORMATION TAKEN FROM USG CORPORATION CONSTRUCTION FOLDER #SA-100 (1990 Ed.) CL-A i roscoc c. 1ail ices a.i.a. box 1141, Millsboro, or%on 97123 (503) 649-6871 P1f4y — 1 �5 - 90 TLIE 13 ' 153 R0Sr- 0E C LA W LE '- S I 1:1 P _ 04 Job Memoraneum : Project: U C+ v_`�--M Job No.: Subject: 6 fy • ROW— Date: O1f —Date: M,/Ac� 4-1 _ r FAX TRANSMITTAL NO. OF PAGES (INCLUDING COVER SHEET) INFORMATIO'v TAKEN FROM USG CORPORATION CONSTRUCTION FOLDER #SA-100 (1990 Ed.) T Wit Swd—M'{H{E1RpCN In;uW pvD9um p n1U,11RECOn(Toro pr 71 Alud on 1W 11ud 1pnc ap Ind lciewl /A 92+ 88 4Y` INA IRDCN"O( o t li.iinla.wiio�•iollsWnt.PIAEG()11E {'ax—Use..5-Mass eae-2N/I{'012 'J e pgnrll nliled 1•o c.—t'A'Cun1 1. atd Wo d1 {Iled on Q1'/tud tpatmp-._lein(e eKD ev lin_pemn r,u�V nd_VL,a u�pS oawd en 11 stud CIO IN= 1Pmr4—UL On 0314 pllAl oil 24'11ud 1OICI,%with 101m tin IA.1 r CL-A2 roscoe c. Jai,*-I s a.i.r.. box 1141, Millsboro, oregon 97123 (503) 649-6871 �n MFaY — 1 5 - 90 TIJE=_ ? 5 = ROSCOE C . E_ AWLES '=• to I t1 P Rti job MemoranYun-, : • �;� fi!` Project: nj2p, - j6b No.. FAX TRANSMITTAL NO. OF PAGES (INCLUDING COVER SHEET) .,.� ■ INFORMT[ON-T'�C EII;"FRO(v,-tISC-'CORPORATION- - -•.__.,,__,__,.. . - CONSTRUCTION FOLDER #SA-100 (1990 Ed.) WSHEETAOC%mendwi mproll,11W00ECore.elmnp-1' 1 E2 CA-mil.i 7A•02/ 7¢ nomwoIUD lfinar-2110wd10bt1d'DC—psroleoDwrlmOdnslisl' 1 Si had CA".ocarpe1/e0•op;so 11d0 p d,-•10Imf Im--UI.41LODI Aoorinp—C�i112.1 Ir SHEETVOCK Vend gypsum ovetf,i IeEC00i 1 Core,Cannp-1' WA {Mf21 r 'omwdfuDb tmllr�2S10wdlolft 11'o.e—plMlelliwllh5d:em C10 nlpt/'o.c—103 Nn-111.Du 1$12 alo wt 1 j •T �— W SHEETAOCK Erfnd lyCUM 00111,eIRIC00E core,Cbbnp—Aron KA SA*4 I vlywoodAfln2.1.111tnr10wd10,11b'd,C.—Mot fur nhemspiced 24' �.�•�� a C,�-pmUe Itl wiN 1°type 5 tCPv1—IOiMt fin—U1 Mt LSW ' •tNWepon mey meet fire re41nl;100 ibD04 o CAW 01 N-Pk TrI 07tv` r I CL-A3 ro•,coc c. lanless a.i.a. box 1141, hillsboro, orc.8on 97123 (503) 649-6871 CITY OF TIVA RDBUILDING PERMIT nY COFTWARD PERMIT tt. . . . . . . .. SI"T90 0011 COMMUNITY DEVELOPMENT DEPARTMENT a'eOWD+ PRIM. PERMIT a. : BUF''�O-0:144 13125 SW Hall Blvd. P.O.Box 23397,Tigard,Oregon 97223(5txi),na9 4176 .. 6! a /t 1. r 1. I)ATI: I S;3Uk::D-- SITE 0 ;/].S/'�0 SITE ADPRESS. . . » 12256 SW 1:3,5TH S)T PARCEL: 2S1O4AB-.04700 43L1BDIVISION. . . . c ZONING: R--4. 5 Dl_OC:K. . .. . . . . . . . i LOT. . . . . . . . . . . . . .. _.._.._.. ...._.. _..............__...._..�.... Y c I:1::::C SSUE::a FLOOR ARI"A 3 - - ---- EXTERIOR WALL CONSTRUCTION CLOSS ONSTRUCTIONC:LASS OF WORN.. cNEW FIRST. . . . :31-PO sf I1: 1HR S: 11-IR E-. 1HR W.- IHR TYF•'E: OF' USE. . . :REL SECOND. . . :.3420 sf PROTECT OPEN INGS'?__-.._....._.._------'-""..._ TYPE: OF CONST. :5--11AR THIRD. . .. .. .- ;•f N» Sa E W» OCCUPANCY GRP. aA3 TOTAL-------------.- » 654O sf ROOF CONST:A FIRE RE:I »Y OCCUPANCY LOAD-.260 BASEMENT. » sf' AREA SEF'. RA'TED: STOR. :2 HT. c40 fit GARAGE::. . . » S OCCU SEP. RA'T'ED: III T ,'c N ME ZZ r -,lel RE PD SE T'BACKS_.._.__...._..._.... RI: 0UIRED - _.__......_._._..._..__...._.................. _. FLOOR LOAD. . . . .. 100 Ps L.EF1's ft RGHT : fi't; F'IR SPKL.:N SMOK DET. . :N DWELLI'IG UNITS: FRN'Tc ft REAR-. ft FIR AI_RM»N HNDIC:P AC;C»Y BEDRMS: BATHS: IMF' SURFACE.- I-9000 P R 0 CGRR»N PARKING—.20 QAI...1.1E:. $r, 80OOO RPniarkb: Const•rt.tCt two- St(:try WOCCI frame ChWrefi bt.tiIdi.il (:)w t•t a'r: ...._........_........_.._..._._......_.._.._...._...._..___............. ._........._.........._.__-- _.........._.._._....._.___ ._.._..._...._.... -___............_.... OUR REDE:EME:R LUTHERAN CHURC F type ramourtt by (late •reer)-l; i .00 SW HAMPTON ST, SUITE: 121APRMT `k 3/:i. 00 PLCr, $ X42. 4:; I I(.3ARD OR 97223 5I.",C T $ 18. 65 1-'I-iurte ii» i:,E34-5142 r••'Ay11 16 634. 1O :JLH 05/13/90 Cortt;rracter c _.._...__.,_....._....._.__.._..._.....__.__........_....__._.................... (:ON TRACTOR NOT ON FILE'. f'horte N c 4 634. 1.0 TOTAL Req N. . : ...................... RE:UU IRED INSPE:CI IC)NS ... ............._.... This permit is issued sub act to the regulations contained in the Appr/!rdw1I,r. It•tsp _......._....._.................... Tigard Municipal Code, State of Ore. Specialty Codes and all other F irta'1 Irtspec'tiort ........_......_............... Applicable laws. All work will be done in accordance with _,....__ _,.,,,.,..,.._..._._....___...._............. approved plans. This permit will expire if work is not started �_„•.•„_______,,.,..__,_,_,,,..__.._.__ _..__ __ _.._ .__....__._.___..... within 188 days of issuance, or if work is suspended for more .,___....__._.•..._..__ ._ __....__.__..__...M._..____.__..._....._...... than198 days. _...._ ...._..__..._..�..._..___. ... _._ .__.__. ...____.._ __.. P e r m i.t t p e :>i.!�rt a t t.t r e^ f kd dT._ f/► "v i l r✓� ..._. _... .._._. __......._........... _._.................... I. a t.t F?(J B Y a _........_..._.._..._....................._........._ ..._........._ _._..._. ..__ ...._ ....-. _. _ _ .._ _.....__ ..._.. C;ai:1. for i.rts(tf.,r. ti.ctrt 6;39•-•4115 Cll'Y OF' TIGARD — PECEIFT OF PAYMENT PECEIPT NO. 00-200742 CHECX AMOU147 t x.,.:4. 10 NAME c OUR REDEEMER LUTHERN LASH oMnLINT 9 0.00 ADDRESE n (.-;HURC.'-H PAYMENT DATE a 05/ln/90 7100 SW HAMFJOWSUITE. 121A SUBDIVISION T T G0iPD, OR `?'72.,23,— 12256 l5w 17;51+1 ST F'URPOGE OFPot)YIIIENI AMOUNT PAID PURPOEN.-' OF F"AYMENT AMOUNT PAID B _.t8. 65 U I J F'FE** IJ T-T 7 .- 00 7 PLAN CHECK FE 242. 45 TOTAL AMOUNT PAID 014. tO A R H 1 T E C T 1'a 1•+1'1 N'1'.lil\\�I•r.� i ,i �ni\ i �i� 1, �� , : i''.: ,i '1 �.�.i I�.; lY� �-�1i3^� Project: OUR REDEEMER IUTHERAN CHURCH Job No. : OR89019 Subject: Protection of Structuid'1 Frame / Fire Rated Assembly Date: 15th May 1990 -------------'-------------------------------•--------------------- In response to the City of. Tigard's plan check of Construction Documents and interpretation of fire rated assemblies at the structural frame, we submit the following clarification. The Contractor is directed to execute the following: 1) A one-hour fire assembly shall be maintained between upper and lower levels of the building by the use of a one-hour rated ACT system. Construction shall meet Che requirements of attached drawing CL-A1. 2) The exterior and interior structural bearing walls shall be enclosed in a fire rated assembly as set forth in attached drawing CL-A2 . ( At shear wails the outer layer of exterior gypsum board will cover the 1/211 CDX plywood sheathing. ) 3) The entire ceiling structure at the upper level plan shall. be enclosed with one layer of 5/811 gypsum board. At the 2 x 12 joists gypsum board shall be attached with 5d cem ctd nails at 611 o.c. wi`_h all joints taped and finished. At the truss joist porL2on of the ceiling, metal furring channels shall run perpendicular to joists at 1611 o.c. with the gypsum panels attached with 111 Type S screws at 61' o.c. Please reference attached drawing CL-A3 for a description of similarly rated assemblies. We hope this answers any remaining questions which the City of Tigard may have. Thad P. Cornwell Office of Roscoe C. Lawless, AIA CC. Jim Jacqua, City of Tigard Pastor Max Schaeffer Al Roth Bob Dressler or89018 .R1 gift I1 l�Ypkt<t •.,ETf'~LF��•.(N - -.--------- — __ GIPNNEI.S _i. Tc T6fl JC1A:;1 ( �-I pYE h. cts �P II or +,,■, I- C G j` • ('� l2�) /' ,� � �� i � — -- ------alp- I.1 _ ♦ � t �'. �J � U p-` _. O r.N WDLL Ln N. . F 10, �rt P_P U r>; . ►J �.r Clj I LL� LitR isw ��, N IF � v®1: - - T_ -N .-fl tit, 5 ice, � l rr. z .—^-\ /FRT IGI•� Cross Section Cross Section Grille Detail Altar Alcove Ste rJ : ►~•+ < ;� 3 i�j�1 ,. - .'' 4 I I I y �� \ it � (�c> � ✓ .r o v c, ` �'� r F -r-----r'---T,---� _-r- Legend `i _ , r Il► U 1 t~. DE rF1-f...T E: r �� I 1, 1 A) N C�� I - I �.. p � � � / I I � � �� i.F�N D I/A I .�. t �• . . ,� __..— ._--_ •�. i I. .'�J, w � _ � +� $80 I4,.TT P- * ,l 7- - - . ',; I d) ---�P I .dl I - --' �. ]� T , _GZ� DC—F.. K .i. r, m. (E►) - t - r i►1 � �► ------ � +'152-4 � _ --�.---_— _ � _t''c P c.F, ® " . . __ _ E� ICPTE-�, Z R Tel T �' f r 'O (j)4,7 orth - Section ec�io nReflected Ceiling Plan : Lower levelw� _ R n �2 n V II ueneral I{otes -- �J j _ 1) 1x6 TG vertical siding .� Irj -� - - --,- r ` _. / ( 2 )2 Building paper < 7� Exterior cheating � r ' / 4 lx cedar trim tk �- ( I I - - >� 5 1x1 cedar trim 1w L +, 6 1 MDO plywood41 I r Ia 1L I i t 7 2x blocking as required 8 1/•4" kerf with sealant �1 I ) / 9 metal flashing J I r I % \ I I � < A' t ~.K �' • / '10 5/8° 9YPsum board _ - ;e4 d ' Il` I / / / / / 11 Painted 2x4 Select Fir "Grill" ��fss I r� with concealed fasteners -Y M ` ay5 - # 1 U 12 Speaker cloth at 2 "grills" !' l *_,Li�clenelte alence at Toiiets17 1x6 TG DF/L No. 1 VC Stained Rail Cap Detail - -� ✓ �I! I_ �- I - _ , (� 1 1/2" dia. hardwood 1/2 round c.�fJ� ✓E•T. Ir lx hardwood sill - 16i Simpson LCS 26 17 2x8 joists P 24" o.c. 18 (2) 2x12 14 2x4 stud framing �. I I � _ �0" One hour rated ACT ceiling Sys. _.� l I / 21' GWB over glulam i column beyond INSTPi i. MTI. F-VftW N }f I 22, Shim as required PFf I(G II Orr✓, Y�/(I) ��rz.c. .� �1 I -�,1 r r � �. 4 I TMPD IXI � P � i•,r5 ; i t , I N i E k P".1 R-)0 insulation, typical T� �. , R-ig insulation, typical R-11 insulation, typical r Ip J �. I Y C o r r i dor Perimeter insulation, typical �' r 3o ,. rr` , Q y (jj�lq s 27 Wood base, typical — 2B 6 7/4"x 3 1/2" glulam Sections ,- A. r >< I I 1 RCP 5 `�. t S 29 Concrete footing, see 2-Al C Lower Level C� �-�'` r •• �^� � - IN- I �(I�"�r ly I � JO Composition shingle roofing 1 1 j G�N��CDEND n ✓ '1 9 g Int. Elevations I , tl ` Plastic laminate over panel Details � 7 �.�•s � � I` 19f�) _ - { y ��72 1/4" Particle board casework �{ �l n l • \vl with plastic lam. ^---- ---- ••�+-- -- - //1 � t , IPI ;), \ 7 Q I I < ( 14 4" plastic lam. backsplash I REVISIONS ♦ , �_-- - --- -._r' n'. I 4 ^ , �4 (2) 3/4" Particle board I— # -T_ counter tops, use (2) layers CDX plywood around sink areas with plastic lam. face Counter mountud SS double sink- l 1 4' I r Tr ate' -14:)- > CS ' �G+Wf , ,� v "'o a a -I L v I `9 L 1x17°'11- �t I -� tl t Je ^� I , G 1 N('' %ith Moen faucets and controls, 'I tsN instant hot water tap 41 A�-� F � 1 , � 6- e +I I r I'.V" ® �' under counter refr. (F.o.I.o.) �? Rod and shelf Plastic lam. faced odi,::t. - / {. P I N �P• /`Yp I 19 Drinking fountain, H.C. accessible _ -- - -- - -- --- - Valence a � I ,� rV tt �y -• Toilet # 109 40light , t,c'. ..= I' 4JEST 41 Mirrar I ! •�` -- 42 Urinal rj mast ANSI requirements) � \ � . / �`^,G • � �Fj' C4 3) Water Clcset (H.C. toilet height tri 44� )6" long grab bars �J I I . �� t w F I �-� , - -'- u Counter top mounted lay. O 46 Toilet partitions Date 4-9. 90 47 Face of wall Ln 4%0 46 16 ga. metal brackets 9 4'-0" o.c. r 49 Parabolic louver c Scale As Note Ln w + -'1 • r - - - _ 1 _ SO Pal tted hardwood facia C Job No. 89018 1 �l Fluorescent fixture sirs to 10-A7 S2) Exterior lighting time clock --- —,�--* y- I r^vFi N ., / of r �I-CIIgC.h1LD1r1LiG(-^N Sll .I D -�j' -6 L�'�CII I tt C I "/ [_ alit - West SC ( tion Toilet - # 108 -- - --- — - 4' r I' _ IC51 aJ �+ ' • t • +tr4 +.�,—,..•..,......—. - •- _. P'•�'ylMr•S *' * :. M.. - a. 'hal .....www..---.,�_..._ ��ll rfi I I rl 11 1 1 1 �'i r I. (�1 I I I1 1 1 1 1 1 1 r►1 I �)11�111�11 �IIII(I 111111111i11f1 IIll�lillllll►IIIIIII�lilil�l�lllllTl(lililO (I III�rlll�lll�11141(IIl�lllll�l) - r -�...- i M r 1 r � 1 2 3 4 5 6 7 NUTE: IF THIS MICROFILMED `� -- DRAWING 15 LESS CLEAR THAN THIS NOT n IS OW TO Y OF M ORIGINAL oc 62 92 12 92 %a It,L, ca iz la 02 91 91 [i 91 sl rl CI a( II 01 0 9 c 9 4 ► c a IOma" ,,--y� r�Nbudm(hudunllml�miny�nlul�alln�Nal�d��w4«�N�In�I�Inll�n�Inlhtlhr+�nnMlnlanlap�Inl�Hhhwln uidnulnul IuhW�Wllln - �. JUNE 3 1,9 9 . r'y'e/• �1�1 _ SiLPLML AQUA_____- - - --� __. _. I %a i��.l 12olaposition shingle root 71 R-1f insulation 71 - Scheduled baso /2-.. 701 rooting felt fi Rail cap, use 9/A4 10 S/a" particle board subflaor ( J [� \,a.IJ ]/4• T i G plywood 27 1 1/2" 0WotOhandrail with return to ♦1 Carpet and pad r µ �•/ all Pf+ 7i,F1 Is I wall, provide adequate blocking in PU1L• 4.� Z r 6 furring 12 Beams bryond sheathed in 'Pylic "X" � � 1(1► > � I.-' �. --::. i -- • �N�SIM P-�'1�ONl"� - ( - � 9 f 4B" J014� scud wall � � r r PLnWP. f.) R-)0 Insulation 21 1 x s T i G ve -1,al siding gyp• b ltrd or,rl`t� T a P-ty'. /2 4 x 6 gaiv,:nizca gutter, painted; 7 , T _ ' t O H 7 ;r l[ joist E; 1 25) 4" concrete ,h ( with toedowns as 24 gage. Ori fit- AP4 �A'I-� ' [\ I GpMV•FdOPVj* 1 l `-, drawn) with 1/2" expansion joint f Q� Ao I T �9IANli I �1�PL FI?yltl�l:a 7. Simpson ul5.lu foundation edges 11 Glu-f am bees, son IjA2 O �^\ 0. 7 x blocklnq a.: i,,I'd 26 6 oil black vis ween - r t 1) w ! � � 1 I•' 9 !f 2 x 4 blocking with lOd @ d" o c. E J , I•' _ Ix+t�CLl�fr 1?yM - " 71�aLA� with plywood edge nailed to blocking / IK'LDP� - f. :/I)" MTI. a ar / Ll1T I �' "rR• 1"I �FiN gypsum boar.l 27 4" gravel till 1 �v J 10 Header, see plan -,/A. 2s 2 x 6 p.t. sill plate with 5/S" / x 10" Li Simpson LU5210 her ler �� ♦1�I.fu& ,._, G . -- �x�� -Its•IM tactic v! DP'p-•T 1'4 M A.B. f 41-0" O.C. 47 Simpson H25 0 each joist ) ?y ,-rj 0 11 11 Metal flashing " 6115 � ([Q 1 I i 11 s N� IN y�I at Concrete tooting or wall, see 2/A1 46 TJI joist f 48O.C. l �1 - _ _ 1Y 6 x S llvanized metal ♦ ' 1i • '- .4 ° n -m I )1 Co Tbt sm IN --i- l ,ainteq 20 1 ,' " „ o.c., h U ) _ ,� -_ 1 b r 1 .-� f 6r fel -- f ( ga.) 20� Z x 10 pt ledger with J/1 � x 6 6f lOd f 6" edganail wall r O Ile&Vk4w.01PIN�► IXfi VR1aT•••1Irt-A � r exp. bolts ! 24" o.c. (4" min. sheathing to furring G 1�= --T----- _ �\\•••/// •'•i•r 'I Pr { � - i. k :1 4 ud ! -... T embedment) = I Ln L-- I e�.p••"t'!°.IM ; TJI joist blocking .�✓I."y —ewrAli F--MING) ISG r1� FYT'4'he0IIHer --__-_. :4 '.1.'y" axt. gyp 1, ::d it 7 x joists with LUS21u - - Fx.-111 IN6WL, t1 I x4- GARNER S1 Recessed downcan beyond - see 6por. YEfRT., �PI� � INT �� `Vp wp'w -- t h4lea {• G" 2z 2 x 14 stair carringe with for �YPw• 195) -._i_ -. ✓ - f�1Co�4tUDhhll- _ I N `L �j :raon treads with S:mp!son Llia210 at top ( ) 11� ___ (j Ii �/ - 52 Shim as required T .- —/• - �P•Nb :� I::;•i r.,:l ; 71 Z x 6 stud wall 72 6" x 2' -0" blockout for vent - ' I I 1e V �'OAP 1t O �4 161 building papvr• close opening With Insect screen ;•. =>Ef- nth -4 V6 /Yw 1• 2 x blocking wit . lead toenail •d P O 2� %t,.ls� ErGY?►J i' 8" o.c. with 1 1 ?" not !•.s for 7S One hour ACT ilial r,. SI Simpson J8212 1 . I �' `7 � �/� ' i(0,4 111• C!' O.G. %'�-.•T�/ rJ Ind cif I ave Roof Detail 1 yJ� ical Corner Detail Exterior Accent Band g X �6 R-1llnsulat . : f1 Painted wool sill eT211D3o1LG.G. ��1� Ic'N�b�N Cz �1 venting f 16" o �p 1 — --_ _ l . K cedar trim 17 4" 1 pertor�. It l t fs 2 x 10 cont. J ` I 417 r '71 7o It rigid .t S7 2 x I� lodger �.x y �,,�G , � • (oi Na 11 on aluminum window system k e jy 1.12 SB r.xten�l slab over to o: C�fi" �✓ 4 �i I p —C.ON T' 2 rr fi �� ` ?• at doors ' 2 Z r/ S9 (2) 84 horizontal, 14 v. . . .-,' J It O - - -�' 41t" .c. i" Wall �1ySh Or a0 a con rete wall with t` t Free ,;:air:rag backfill, all exterior footings ar . .n 11 I 4 x 12 beam n x 4 - } l4I b o 4 pas' with . BEV/8/oN `P'rJ Simpson Fc?c 44 connect ,c set Lu • f I � l IN ll � I ® _. _.- ._ - •-- oa 701 felt (tYPl WL TED v REZI SED SSE waa0 TKi,N -' �114) (2) 14 ! cop andbottom 14 vertical f 40" o.c. P k wall �r--� O V � 1 44 1 W O IZ l&lfle, l" ON L? --- - __ QD lop'1-'2.C L.L. - 2 I W J Section � - � _ � - O --+- _ 4 W � w O � I a It r O T 4% LLJ � -y O p� �✓ � c+6 r � d. T 4'-r? CII I '�-P P Oce, 'I 1211 .— � U � � �� Section 461 - �\.� \ '• � lb � ~ � ,� � bjs �� _ ' 111--� � \'-t /� I ' � 'j, `� 1, ` �) � - .PD D I•rldN?^li I Id Pfd• _ r l l�1 - p,zrv1 - \� r,EroNG 6W-FL-U�i To KW--1 DE � -40 IZ �'� _ I I N • ii • ' �y J 0 ��L� �• - s 1 22 f .j - - --- 00 IP I ( r 1 - i :' b . At FT LD a) I W I• I I i - r3 ;E Int'1i UZ`I IG P4 1 Sc c tions I N Details REVISIONS - - o � ( -) � GSL \ l� "i � � .. � � s > � ction&+e ---------.—.---- �J w ' — 00 u I ow `'J rl - - - — r t Q �I) I _ <I _ TYG - -G11 l J I t'l�i"�i G - -- ------ — J' 11 I �� '- A- � A� * >-. CJ _ Qj IIs C) Pit/J* - - ---- - tlt.1 Lr) *<s2I 1I IIIt- -�- . t r ._ - Z! " a • i Z -t x s— ' r * - -� I �+V _ a • I I y 11) --� �r . ! ' ;y o Date 4-9-90 L - _ - 0 _ -- -L - _-- -- -- M_ - I I �` Scale As Noted M r - - r ,� y •R ( ,l (�(i� 2'1 I �`1 s� )c)b NO. $yU C 1 I _ ° '► h % � FOR �a-rF/c�+ rlaN �c r ` �'I 1' _ ! ) PxT//NT z17EIFf'N/N6- 3 811 a �� CL II 3 . 10 —E GcsE R WfAPvo- tL' E/1?�K 1 0 i► �, � � � ' -4 � xN1EGGtLI 5 Section C6) ction Section O verhang Detail Section+ •f es II_v1 V . _...._....•-waw.vr-v•q,•.l�A�+Y[CtC::..- s..'... ., .. ._-.. =.--.w.._•`�""�, ".Mw„'.+` - .'�"r."`.. _. ... ... _ w....._..-..—.__. s. -._.-_ _ ..+r ''.tM1 .4.r. ^n �':'^tj'1�. K•n.+•*..... .. ,. w�,,,,w„w... eelAll ..ti„ .•,�•.0•:1t'-.: i I . i f I 1 1 1 1` 1 `I �ti ti l i 1 i l 1� i t 1 1 ( ( 111 IIr"r Ili �) 111 111 III r�I III Ili 11) {rl 111 1 1 1 1 1 1 1 1 111 i 1 �0' ll � Ih11111�1 � I � Ili111II1 II ( f III23 4 5 8 / 8 0 11 12 ND1E: IF THIS MICIIOFILIND DRAWING IS LESS CLEAR THAN THIS NOTIGEr-17 IS Due TO �E QUALITY OF TW ORIGINAL I NI at ez 92 cz 92 Sz ►ttz cz zz Iz 02 sl 91 Ll 1 91 sl L, Cl al 11 01 6 o 1 9 s o•--,--.-'c•-- zI---'.•-•11."man =�� d11U111I1111I1111I1111I1111INNI1111I111�111I111�N1I11p111M11N1Ili lIN INIINH�11�11MIM� II�IMN111R1111 IM11M IIIIIIIIIIIIIIIIINIIIIII)I� II I�t11W1UN n JUNE 3 1992 W W-1mUff-mmmitm-ffiff ffm=Ml l 4 - 'T40 MOM 7 : 2S RO ^_ COE 0 . LA W LES, '= N I Fi F 02 Job ,Memorandum : P r o e c t I o b Nc>,: �uh,e( t GtT Y' Date FAX 1 RANSMITT,�l ,'O. Of PAGES (INCLUDING COVER SHEET) C per Or �'F�r t�,� ��"yt�i�G � Z'�v�- , "lit-,cr�/'G/�� -�-�-�°��=t c�"'�✓r1. C,04 L,,lnr6o,,- /4-r r6le., 10444Af . f qVA ON- a I- A ASS P g ry►scm- c. l:mlcss n.i.a. hox 1141. hillsboro, oregon 9",, 12:3 (03) 049-68?1 M ier — 1 ,4 - 90 MClra : 2f. RCl -I. 0 0E r_. W LE =: is ? A P _ 07; Job Memorandurn : PrnjPct �� AA rL�l job No.: Subject. D'I t P: [Ax TRANSMITTAL NO. OF PAGES (INCLUDING COVER SHEET) �1 SSU Puts �o�-iibGIiC.•' 'Pr ►r�D TO C�iU � '1-K D G . urs L �� -�F ► b Mlf,- �01 wrS S qA'fiV bIF, TAV OV 64 Ff N GS-Yf�'T 0 7 tt 0-9-- �Y-T - 11 vt-f5T t 071� PZ.- vv-vn) . b Fl-t N`A�FID • &F 0 G- f GVM o1, w 2, .._--s(/13;M rtl f, fS-� A28VM'K,�-r ?r-5 pL�i1•�� V'l��i1N OVI�-c�w1��1�';�`�5 Ik C,A-t�.� 14-V C*%N W'eIML, CF�P Ccs- cr-- LIA-wl s � JM qAC"ps- �r-4T" -r &amu F--.. KR-iq I t,4,, V c,o , mscoc c. Iahlcss a.i.a. box 1141, hillrboro, oregon 97123 (503) 649-0871 >.r �r �r �r ■ s ■ r•11:4Y — 1 4 - 9R M11N i _ 2 r R0SCOE C _ L H W l_ E_ job Memorandum : Project: OUF -.. 0—' t7-" U — Job No.: AQ— S Date: FAX TRANSMITTAL / NO. OF PAGES (INCLUDING COYER SHEET) , OS rO AUAATONE rlAiCODC 4"04'K Ah a W x 74*ACoeft CIO pancb in SA•SOA 31 to In �_ 6ufD Epp Ond Syel—g9,etorruomd—IIpNt im pret py 1Y AUAATONI 3400 Jo �� w� FIAECOOE panel)or 1 rA'TNIAAIAFISIA min wool oe—t.non wd fu! „y 8 nn Nr over 2x10 wd IoIN—UL Ooo tt01 _ ACAATONEFIAfC00f�1'�la'vrs'or2a'►60"or Lir$+ 4.-Sulo 34.80! 32 1 Exp Gnp SYN—C>Q Intenuplee—h'a IIR prof by%f AUAAiONE FIAICODE pinele or t Yr TNEWASiA mon wool ed—r non+wd ruo ANOW evorghlOwd,eUu—UL lot L202 r INFO%MATION TAKEN FROM USC CORPORATION CONSTRUCTION FOLDER #SA-100 (1990 Ed.) CL---A I roscoc c. Iasi-Ices a.i.a. box 1141, Hillsboro, orebon 97123 (503) 649-6871 rw P11-2:1Y — 1 4 — C;l0 1`1ClN r l ? FR0 F; r- 0E 1C LAWLESS A I A P Q) fob Memorandum : Project: ' U � Job No.. Subject: bb!e,' ` Ray= Date: J: FAX TRANSMIT'TAL NO. OF PAGES (INCLUDING COVER SHEET) INFORMATION TAKEN FROM USG CORPORATION •- CONSTRUCTION FOLDER *SA-100 (1990 Ed.) 5d .. ,� ..� wd 14146—W$11 Mug tumid gypsum prep,IINECOl1(con,of 34 ee::o on lir stud spacing snit&crows W214 BB T silt IAVA bund grMuu,In,neq,wales wu:ury,fINEfuIR 9'o c—Y1C 20 R•OIN IW core-2141r 9r 2s•o c. pnl 14 nailed 1•o.c.-1'A•tun qd nsbs gt 90:46 4n 21•stud sp4sing— —joints exD 4r en—p:nu,, l Acd—UL Cow basod on la'stud via 14011h tpsung—I0.gn UNI ,4n4ed on 24'stud isscMp with broil M 1 • CL-A2 roscoe c. lavvicss a.i.a. box 1141, Millsboro, oregon 97123 (303) 649-6871 MAY — 1 4 - -00 McDh-a T : 213 ROSCOE C . LAWLESS c; I i-1 P a_, E. job Memorandum : 1 Project: .COE= J 6 b No.: &P11 Subject: -d..�� ''� ` 0011" Date: L?e�'—MAIL 4 !1, FAX TRANSMITTAL` NO. OF PAGES (INCLUDING COVER SHEET) INFOR7WATION—TAKEN-P;ROM-'"ISC CORPORATION--•- . -'__.... . .._....,_._ CONSTRUCTION FOLDER # ,-100 (1990 Ed.) "'5111T OCR b IM pyalum pend t FiAECODE aon.evunp-1' ! )1 01.1112.1 $A./N �6 nomw0subbllnbt_txlpwtll�i�'..'lle_pinOlslownhk 1., 1 b/ 1@Id on 11-01elt114t140.01P40sto oa,—lolntllln-10.On!tu1 AWIPI-0141124 O A'SN2fTROCN band pyplum 11141E eIAFCDOk!cafe,cs�imq—t N A !A•921 �a nomwdsub1OnOr-200wdioist11•m—pinolo111with bdGmcid nc�n sn �n pink r 0.0—Iomll fin-UL 086 W2 0k.0 1 til $NIRHOCNOrindpypeum panels,11RECODf 0^14.galeq—Amer WA save 79 PllwolidAelm2d•1Ili 1x10*d1011111'O.C.—met jut Man kplcad24. ■■ o a.—prell Itl with i'Type S laewe—IOmu lin—Ok he UM 'In.ulxuon may 111441 Are tell"see SA•105. CL-A3 r scoe c. la%vless n.i.n. box 1141, Millsboro, oregon 97123 (503) 649-6871 CITY OF TIGARD NOTICE OF AMENDED DECISION TEMPORARY USE TUP 90-0002 OUR REDEEMER LUTHERAN CHURCH -- OWNER/APPLICANT APPLICATION: A request for temporary use approval to allow spaces for parking of motor homes to house workers for the construction of Our Redeemer Lutheran Church from May 1, 1990 to October 31, 1990. ZONE: R-4.5 (Residential, 4.5 unite/acre) . LOCATION: 12256 SW 135th Avenue (WCTM 2S1 4AB, tax lots 4700, 12900, 13000, 1.3100, 13200, 13300, and 13400) . DECISION: Noti to hereby given that the Planning Director's designee for the City of Tigard s APPROVED the above .rec;uee': subject to certain conditions. The findings anu conclusions on which the decision is based are noted below: A. FINDING OF FACT 1. Background This decision was originally issued on April. 1.7 and April 27, 1990. Due to a notification error in the decision, the City of Tigard has reissued this decision now dated May 5, 1990. An application for Conditional Use (CU 89-•07) was approved by the Hearings Officer in February,. 1.990 to allow the construction of Our Redeemer Lutheran Church on tax lots 4700, 12900, 13000, 13100, 13200 and 13400 of WCTM 2S1 4AB. With the exception of the recording of the original plate, there have been no other land use or development applications reviewed by the City of Tigard. 2. Vicinity Information Properties north and east of the site are zoned R-4.5 and are developed with single family residences. Six-foot tall wooden fences separate these parcels from the subject site. Properties to the south of the site are zoned R-25 (Residential, 25 unite/acre) and are either undeveloped or are newly developed with single family residences. SW Hart Street and SW 133rd Street, both improved local streets, separate the site from these properties. Properties west of the site across SW 135th Avenue are also zoned R25 and are presently vacant. 3. Site Information and Proposal Description A two-level church of approximately 7500 square feet is presently under construction at thin site. The applicant proposes temporary use approval to allow spaces for parking of motor homes to house workers for the construction of Our Redeemer Lutheran Church from May 1 , 1990 to October 31, 1990. W w W ® MW JuWxWs 4. Agency and NPO Comments The Building Division has reviewed the proposal and has offered the following comments: 1. The vehicles must be connected to the public sanitary sewer and to the public water service in a manner that is acceptable to the city plumbing inspector. A permit and inspection will be required for the hook-ups. 2. Electrical hookup shall conform to the requirements of the Washington County electrical department. f� 3. The temporary use must be approved by the State of Oregon I Building Codes Agency RV Parks Section. The applicant has j been notified to send a request to the State BCA (3-23-90) . 4. "Household" waste shall be disposed of in an acceptable manner (i.e. weekly pick-up) . No other comments have been received. B. ANALYSIS AND CnNPLUSION Community Development Code Section 18. 140.050. (B.5. ) allows the Director to approve or approve with conditions uses associated with construction such as the storage of equipment during the constri .;tr.un c: roada or development, but not a temperary sales of! ice or model home. . . The applicant satisfies applicable criteria in that: The temporary use shall be limited in duration by the purposes for which Vie permit is sought; the temporary buildings shall be subject to apprispriate R-4.5 and R-25 setbacks; there exists adequate and safe ingres: and egress when combined w'.ch other u9es of the property; there is adequate parking for the temporary use; the use will not result in congestion; the use will pose no hazard t,:. pedestrians; the use will not create adverse off-site impacts including noise, odors, vibrations, glary or lights which will affect adjoining uses. The dates of the approval shall be adjusted to reflect the issuance of this amended decision. Therefore, the amended dates shall be from May 16, 199G to November 9, 1990. C. I F.CISION The Planning Director's Design:: 4PPROVES Our. Redeemer Lutheran Church's application for Temporary Use TUP 90-0? subject to the following conditions: NOTICE OF DECISION - TU 90-02. - (OUR REDEEMER LUTHERAN CHURCH) - PACE Unless otherwise indicated all conditions shall be met prior to oncupancy of any temporary str,jr.tures located on the subject site. STAFF CONTACT: Brad Roast, Building Division 639-4171. 1. The vahicles shall be connected to the public sanitary sewer and to the public water service in a manner that is acceptable to the city plumbing inspector. A permit and inspection shall be required for the hook-ups. 2. Electrical hook-up Shall conform to the requirements of the Washington County electrical department. Applicant shall provide ver.lfication of County approval. 3. The temporary use shall be approved by the State of Oregon Building Codes Agency RV Parks Section. Applicant has been notified to send a request to the State BCA (3-23-90) . 4. "Household" waste shall be disposed of in an acceptable manner (I .e. weekly pick-up) . 5. The motor homes shall be located within the area which will become a part of the church's parking lot and shall be subject to R-4.5 zoning setbacks. 6. Visual clearance area shall be maintained at all times. 7. The hours of construction shall be limited to 7:00 AM to 9:00 PM. 8. The temporary use is approved for the time period beginning May 16, 1990 and ending November 9, 1990. D. PROCEDURE 1. Votice: Not±.ce was posted at City Hall and mailed to: XX Th:e applicant and owners XX Owners of record within the required distance _XX_. The affected Neighborhood Planning Organization XX Affac+ted government agencies 1. Final Decision: THE DECISION SHALL BE FINAL ON May 15, 1990 UNLESS AN APPEAL IS FILED. 3. A-.peal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Code which prcvides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forme are available at. Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filingof a. eal is 3:30 an pl� p.m. Nay 15, 1990. NOTICE OF DECI'aION - TU 90-02 - (OUR REDEEMER LUTHERAN CHURCH) - PAGE 3 i 4. Questions: If you have questions, please call City of Tigard Planning Department, City of Tigard City 6-11, 13125 SW Hall Blvd. , Tigard, Oregon. PREPARED BY: Ron Pome y DATE 'May 15, 1990 ev opment Assit :ance Planner APPROVED BY: Keith S. Liden DATE May 5, 1990 Senior Planner DECFOR.RP NOTICE OF DEL'ISION - TU 90-02 -• (OUR REDEEMER LUTHERAN CHURCH) - PAGE 4 j r GLACIER L / S W ` •. WINTERLAKE :/ c� CT �SUMMERLAKE rL-n F!EL D CI z O - -------- -- " dK\A ABY O <� J S.W s� .0 Q Q �U) M r S.W. A`SHBURY LN. `�� _i S.W. VILLAGE CL TF,fl LN. rz ,� M PARK LN. PP FEIRING LN. LAURMONT CTS.W. NLAURMONT Q - O •• 1+ O� 3 S.W. END J MORNING W. FALCGN k5 DR. S.W. W S W T S IST ►- - KAT4R ? CH/MN —. 3 m RFU C W 4i _ ! NINDON "' (n r d v 0 S.W. C IM�'cY SW WILL T. S.W. -Tr— S.W. .W. T— — . S.W. s^,r RIDGE 3 . r r E> TENSION S W. N AVE NT 3v m W. HART ST. �n N 3 t-�- S W BtN15HtA - h CIL L5V a IP-1 —n Ml 0 F" _ > S W. WOLNUTto r `� IS w vi ct 1V .ig Building Codes Agency NEIL GOLDSCHMIDT 1J35 EPGEWATER NW, SALEM, OREGON 97310 PHONE(503)378-4133 FAX(503)378-2322 COVURNIA May 1 , 1990 Brad Roast, Building Official P.o. Box 23397 Tigard, OR 97223 RE: Our Redeemer Lutheran Church The Building Codes Agency has reviewed the documents submitted to the Agency requesting a temporary recreation park use to allow spaces for parking of motor homes to house workers for the construction of Our Redeemer Lutheran Church at 12256 S.W. 135th Ave. , in Tigard, from May 1 , 199U to October 31 , 1990. Gearhart Matheis, Sanitarian for Washington County Health Department, has given verbal approval from the Health Department for the proposal . As the Agency designee, I am approving this request as allowed by Oregon Administrative Rule 918-650-065 subject to the following conditions: 1 . The vehicles must be connected to the publ ;c janitary sewe- and to the public water service in a manner that is acceptable to the city plumbing inspector•. A permit and inspection will be required for the hook-ups. 2. Electrical hook-up shall conform to the requirements of the Washington County Electrical Department. 3. household wacte shall be disposed of in an acceptable manner ( i .e. weekly pickup) . 4. Compliance with all requirements of City of Tigard Temporary Use #TUP 90-0002. If you have any further questions, please call me at 373- '235. I Sincerely, L/ Patrick , wis, Chief Manufactured Structures b Parks cc : Brad Cornwall , Office of Roscoe Lawless Ou,• Redeemer Lutheran Church PL :SF:Ic 0 15 IN AN EQUAL OPPORTUNITY EMPLOYER ii CITY OF TIGARD NOTICE OF DECISION TEMPORARY USE TUP 90-0002 OUR REDEEMER LUTHERAN CHURCH - OWNER/APPLICANT APPLICATION: A request for temporary use approvEl to allow spaces for parking of motor homes to house workers for the construction of Our Redeemer Lutheran Church from May 1, 1990 to October 31, 1990. ZONE: R-4.5 (Residential, 4.5 units/acre) . LOCATION: 12256 SW 135th Avenue (WCTM 2S1 4AB, tax lot 4700) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditions. The findings and conclusions on which the decision is based are noted below: n. FINDING OF FACT 1 . Background Tax lot 4700 of WCTM 2S1 4AB was created L, December 1986 through approval of Subdivision application S 17-86. An application for Conditional Use (CU 89-07) was approved by the Hearings Officer in February,. 1990 to allow the construction of Our Redeemer L-:theran Church. With the exception of the recording of the original plats, there have been no other land use or development applications reviewed by the City of Tigard. 2. Vicinity Information Properties north and east of the site are zo. d R-4.5 and are developed with single family residences. Six-fout tall wooden fences separate these parcels from the subject site. Properties to the south of the site are zoned R-25 (Residential, 25 units/acre) and are either undeveloped or are newly developed with single family residences. SW Hart Street and SW 133rd Street, both improv(ad local streets, separate the site from these properties. rroperties west of the site across SW 135th Avenue are also zoned R-25 and are presantly vacant. 3. Site Information and Proposal Description A tv7--level church of. approximately 7500 square feet is presently under construction at this site. The applicant proposes temporary use approval to allow spaces for parking of motor homes to house worker,!; for the conatrurtion of Our. Redeemer. Lutheran Church from May 1, 1990 to October 31, 1990. NOTICE OF DECISION - 1'U 90-02 - (OUR REDEEMPR LUTHERAN CHURCH) - PAGE 1 4. Agency and NPO Comments The Building Division has reviewed the proposal and has offered the following comments: 1. The vehicles must be connected to the public sanitary sewer and to the public water service in a manner that is acceptable to the city plumbing inspector. A permit and inspection will be required for the hook-ups. 2. Electrical hookup shall conform to the requirements Of the Washington County electrical department. 3. The temporary uee must be approved by the State of Oregon Bitil.ding Codes Agency RV Parke Section. The applicant has been notified to send a request to the State BCA (3-23-90) . 4. "Household" waste shall be disposed of in an acceptable manner (i.e. weekly pick-up No other comments have been received. A. ANALYSIS AND CONCLUSION Community Development Code Section 19.140.050. (B.5. ) allows the Director to approve or approve with conditions a temporary trailer or pre!abricated bu+ '.ding for use on any real property within the City as a temporary office or space associated with construction such as the storage of ec,nipment during the construction of roads or development. The applicant satisfies applicable criteria in that: The temporary use shall be limited in duration by the purposes for which the permit is sought; the ter,porary buildings shall be subject to R-4.5 setbacks; there exists adequate and safe ingreer and egress when combined with other uses of the property; there i.s adequate parking for the temporary use; the use will not result in congestion; the use will pose no hazard to pedestrians; the use will not create adverse off-site impacts including noise, odors, vibrations, glare or lights which will affect adjoining uses. C. DECISION The Planning Director's Designee APPROVES Our Redeemer Lutheran Church's application for Temporary Use TUP 90-02 subject to the following conditions: Unless otherwise indicated all conditions shall be met prior to occupancy of any temporary structures located on the sabject site. STAFF CONTACT: Btad Roast, Building Division 639-4171. NOTICE OF DECISION - TU 90-02 - (OUR RFDF FMFR .JITHERAN CHURCH) - PAGE 6E CNE ti E r L 7-1 1. The vehicles shall be connected to the public sanitary newer ani'. to 1 the public water service in a manner that is acceptable to the city plumbing inspector. A permit and inspection shall be required for the hook-ups. 2. Electrical hook-up shall conform to the requitements of the Washington, County electrical department. Applicant shall provide verification of. County approval. 3. The temporary use shall be approved by the State of Oregon Building Codes Agency RV Parks Section. Applicant has been notified to send a request to the State BCA (3-23-•90) . 3� 4. "Household" waste shall be disposed of in an acco:ptable manner (i.e. weekly pick-up) . S. The motor homes shall]. be located within the area which will become a part of the church's parking lot and shall be subject to R-4.5 zoni.iig setbacks. b. Visual ciearance area shall be maintained at .," 1 times. 7. The hours of construction shall be limited to 7:00 AM to 9:00 PM, E , The temporary use is approved for the time period beginning May 1, 1990 and ending October 31, 1990. D. PROCEDURE I. Notice: Notice was ponted at City Hall and mai-led to: XX The applicant and owners XX nwners of record within the required distance _XX The affected Neighborhood Planning Organization XX Affected government agencies 2. Final Decision: THE DECISION SHALL HE FINAL ON _4/27/90 UNLESS AN APPEAL IS FILED. 3. A ea.l: Any party to the aecis!�,n may appeal this decision in accordance with Secticn 18.32.2g0(A) and Section 18.32.370 of the Community Development Code which provides that a written appeal must he filed with the City Recorder within 10 days after notice is given and Bent.. Appeal fee schedule and forme are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. _. 4/27/90 4. uestions: If you have questions, please call City of Tigard Planning Department, City of Tigard City Hall, 13125 SW Hall Blvd. , Tigard, otegon. NOTICE OF DECISION - TU 90-02 - (OUR REDEEMER LUTHERAN CHUNCH) - PAGE 3 PREPARED BY: Ron Pomeroy DATE April. 16, 1990 / p!v lopment Assistance Planner 'j 5/;G 0 APPROVED BY: Keith S. Liden DATE April 16, 1990 Senior Planner DECFOP.RP L IAI A - � CliltirN - �r S.W. _WNEY a 3 - -T- W R11 —E �1 e� OG SIT& in 3 5.1N. HART` ST. v3iv � ❑ �T� �_ SWe (A v 1!) m to WALNUT JT --- - sh fl,w NOTICE :n' DECISION - TU 90-02 - (OUR REDEEMER LUTHERAN CHURCH) •- PAGE 4 Y G•rx,�o yrs CITYOFTIFA 13125 SW Hap BIW PLAN aMM V.O. re 23397 FLAN L�ifXh tipard Orep-4 71 Pff Tr f _11n'p 90 COMMUNITY DEVELOPMENT DEPARTMENT (503)639-4 OiATE ISSUED JOB ADDS: L�Y-56 Sud 1-?S--11 filvc- �'� WP/Lar SUB: _ IDT: ,Allj USE: .2,5104;46-o 7 OWNERVAUDMON: 2/2, 00 C:2 - rmrEWit- SPECIAL OQ �,a�e.- Lu�/h�,-o.� cox: RE SSUE O ADOP SS: 7/0n -2d.2 cr�ri _� S, /.2/4 LAST RE-f.SSUE: FLDOD PIAIN/ SENSITIVE LAND: APPROVALS RDQUIRFD c70NI4tAGTDFt >� PIANNING: NAME: C�7L•ir_`l - ,CSO 1/f�SS�eI^ �y.r/ri�Icid,: AD0RESS: F M DEPT _ OTHER: PHONE: — ITEMS RDDU.I.RED BUILDERS BOARD f: — EXP DATE: LIST/ WS TAX: ARCH ENGINEER CAIC'UIMONS: NAME: �- TRM DEIA.IIS:_ ADORESS: - v CUM: "KINE: 6967/ CL14MENi'S:SLMOONTRACMRS - P-114pf' L 1 I-iice: . PEFd QT f AQCT f DESCRRIMON ANDUNr AMJUNr PD. BAL. DUE, 10-432 00 Building Permit Fees 1/3.02 -713. 06 10-431 00 Plumbing Permit Fees 90.Co _�.DD 10-431 Ol Mechanical Permit Fees 10-230 01 State Bui.ldim Tax (5%) S Buildings Plumbing Medi _ 1.0-433 00 Plans l2 ck Fee 41E?51 - �,�� 19187 Building _46 3. 95 Plumbi; g .2 7 . S 0 Mem 30-202 00 Sewer : 3,zw.00 30-444 00 Sewer In spectic,-, S•G� _S t•�O 51-448 00 Stmt System Dev elkI ge (SDC) 52-•449 00 Parks System Dev, Charge (PDC) — - �- 31-450 00 Storm Drainage Syst Dev LUM (SSDC) j,60. 00 Soo,00 10-230 06 Fere -126�-71-2 2-6?s-m TOM z Lo z,30 i S/, X g RDC if 22--?X�16 0 APP[.ICJNTr SIGNATURE _.._ ---_-.--_---- Received By: c� Date Rer�e_ived: �J of/3587P.WPF -` . i f'''I T Y OF T T G o".)P I' F�'ECEWT C)F F-AYMENT PECEIPT NO. :90--200160 CHEGF AMOUNT : 751 . 28 NAME- : OUR REDEE'llF.Al LUTHEPIN CJA CAI.,H AMOUNT a 0. 00 6 D D RE SS: t 7100 SW HAMP,TON PAYMENT r')ATE (34 14 SIJ 171: I" IA SUBD 1()I S T ON P *r i i--APD oF., w77'"'* 1.75)TH 3, HART OP -�POSE OF- PAYMENT AMOUNT PA I D PURPOSE OF POYMENT APIOUNT PAID PI N C H E-,C t F E F. 46.;. CIS TUAL,-'iTIN VALLY rU-'E.- b. RE'3 26'c . 26 TC-FIAL. AplotirAT PAM '7"-51. . MIME e xwmwwflkLwLwm 12 q P � OREG� W.G. 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Lett ;,upport >a 'J. �616 in Hear ing length i•'equired (n kight bupport 1. cb in HLE:L 1.=U 1- HE I IJHT:i Mlr,lmum Eno Height Lo Lett t_na l• or I,hear -,tress = 1b. 5'.) in Minimum Lnd Height %V Right t_nd f-ur Shear 5cres:s ►u. o�+ ,n I �, , 1 1--"A- 4 RA I Fa CJ I: IF f V�i�Csiail�7 @.� DQtA �71tl :� g�t.l��1,14 rt ttn 4044 ` "101 S.E.MMLER ST.,t,PORTLAND,OR 9720:;803-931fi717'iti{••:,Sp r 562 /Z" Sc, Y /Z" I f //, 001to IOt; C7✓�,✓ lliV, i Qo Ag = g G//.; S,7 e 27 m- ,�� 1�' •I lilt.v �L ,' .N �- ,►•r ir�tll",»k"•t• / � ti No.a . . 70'S.E.MILLER$T.,POP.TLAND,OR V7102,$03-331-0717, :.yGy�stl�Qq z,j n��;rpfr��► , `,,,.�;6�tl a P ' Ce G` 1� T L�1r�rLa-t, Lia r. u1 Es r rill t i 17. 7 f+S T P%41 Iq Sod WALL, LPJ'4114 I TErzi sti. vkku.s 1 AjuA 3,_ 5�14�CZ1+� �1�0 1110 (•17.-1 wAtt .c ML Y'D . D At►Fi� 1,-NMTu k iL _�.. _-;--Aj -�� __ . ..---�—•---. . 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AY L I-CA v IN S/✓to/Z Ito "Yi /2v l/Z)� G/5q) 4 /(�C 40 Vsllz)e 401'54) Av5 �ENGGciteG,LG' B�, "�r• t�`s �` �I mom w -- .a r I j I r Q -p -L- - - - -- - - - (S(N� 1-1-YM "m-gdh41 —--------- - I - - - - - s� MEN ..�..___ ..._ a K � - - �.� "0 c•► LAnn*h- t-A IL, (ti/I 1 — — — —— -- 1 ► ( J i —4 i twos■ O..MMIN �! �!� ■11 ■ ■a11i�O G J , t I I I I _ I I I I I � a14a�� I I Wo" I s MEN woorlz �� e �—A,TEM,'k L vJ"—-r E E:J*716J Ui =�Fjoo f 1400 f 4-/(/oo)]; 7(z) I Psi =`(k-tv;" ;.a,] 6-/,7ps�, - PW MAV 6-0 (5�)(Z5) �- Z8 uo( � + �¢w (ZZ) Q(G�'11A(U1.4 �nlTu O' ..lb �� I�fLGu►+��4nh' . . 11'le ' Z(o�d�a S, r 507% 9(O-)(Z7) 4la�o M2 z 4+v 50 o W i mom mom �cmm ....., No I i i O' WALLS LO 'Na N aew�, 9LN,o -Uloll = lo off 1 C.Sj FA OMEN til t 1. 7 .. - ►J�t�'rta �Sa. .L W A{,�. - S t=� 0 l yya•�..,�.. __ LS�PPc 2T5 w. �.:�� , �. 1 m 0 I eua 13xL �,� IX - off.. i 89 tit t w .�4�(n,�rS� /z (4S/z) t��c.la FA LL., t4 o ®... .............. ®r r�rr ��■ err ■loommom lw -. 7._i �d� y /2 G tt7 r �;r�'� ��9�N•� J�r i2�U J'/•/S I /f� t Q �� IC's' Z�� `w 1 ,he 47 ^,4 5.0i, W.G. DFRFY , . . "'C11Ant ,�o,� ' way •..�:,•�� _..._. :. .,, .. ,•a.. + ® STRUCTURALS+,-, q .Y 4 1 b s,. C SI ' £NGIIFFRS �' itvty _ P • 4 -� M N 1 r—+ J o� G GA r--4 I _'13 � �A/f'P � rn �, �' ,y T - ` i 1-��/,�1�-1011 GO'►J � •�.-1 M • lam./) "�7.95 , _ I r(1T, sY,�^1'r U • I I �•\ w,i '�`,\`- / I t � / '��_ � �_�� -►'tet _ � � j I UNP15T'U9F)CC t—ANP / / T^ 47 LJ C. LLJ Ilk 7 1, ..\ l`_,L _'�4.wf'1�1 `. � / ijr•If1-' I� i �'-� 1� \ Id 1 tom; '` F+ z �T i^�►3"iir, � 1'.1 w� \ , ~r Y--s J ` 3 F... L, 10 `D _�- ��,,., �, ,,; ,� .err, - , T- _ -. • - ---�- - - �.- LEGEND: I IAL4L� Greurd Cover: ':hese areas will be planted with one of the i '°r%"! l �•= '� 1 1.„r1 • following ground2; EE cnv<,is: I i r !1 p W — • _ gryh�a s ..� ;_�y _pl�1J • r - -I�-GZIqt'-ba+ rt O �;a`; �� II _� � I t Vinca Majcr C- -C -r' y� ArrtostaP Y los UVF•-URSI caM gGr ce Pseuactsuga Mensiesii; 3/4n cap iper ,w ,L_^.�'.c, _ r _ � b ri- j' Acer Rubrum; 2" caliper min. 40 �c i Hv je. I 4 I t x� F-/v,4 5 I 1 � - 1 •� I^ ® Prunus "Accolade" or equiv. ; i" caliper i --=� •G'� s REVISIONS ' Shrubs: These areas will be planted with a combination of the --- fallowing shrubs: .4 -- 1 ; .,uniperus Horizontalis "Douglasii" 1 gal. Azaleas Dwarf Rhododendrons — l ' • y�✓ I N Q W /► too Shrubs: These areas will be planted with ❑ combination of the following zhrubs: _ 4FEvergreen Azaleas 1 gal. Rhododendrons 1 gal. — r— Nandina Uomestica 1 gal. --------- --- I � _. - - -- - _ — �•�—� - '� [4- O � Abelia Grandtlora 1 gal. Huxus Sempervirens "Suf Eruticoso . 1 gal. _ ti . 11 H AK KANKI I '. ' I kl l 1 3 I 6 I h V Lawn --- - ``��✓✓ 6' high fence enclosure fur garbage (see Site Development drwg. ) - . Or "011t 10 Disturbed areas will be planted with Fostuca Rubra, Native. Hose gib Landscaj)e Plan _ 7 Date 4-9-90 rnr ADDITIONAL INFORMATION : y�- - SCale-As Noted H� Total Site Area: 171,418 sq. ft. _ - Area raq. to be landscaped (20%) : 34,284 sq. ft. Job No. 89018 Actual area of landscaping: 35,200 sq. ft. 1 tree per 7 parking spaces: 34 parking spaces 5 trees 1`b Street trees at 40" o.r, typ; 2" caliper min. 1 r IIF .-a-,ny,�,k;..:-^t. l , �•-• - ,.- x°--iawnr.<.. .. ..a,. ...+ern.•«rr.. / t • '11'�Illl�l�lllllrll�lll l�IU�Illrrl+lrlr�►1111` I rrl► (+ '►1+11+11111 1r1+111 +l►Irlrl+tl�nr�+1111itr111r11)tlllllr11111111 ►111►1►1►1►Ilt► fill IIr1111111111i'r1►1►II f ____f__� _ 2 3 5 d 7 B I I 1 Z NOTE: IF THIS MJCROFIIMEC` 4 -- DRAWING 15 LESS CLEAR THAN TITIS NOT 1Cir-17 15 DLIE TU THE QUALITY OF THE OR16INAI DRAWING. -------- oE ea 9? cz 9? sz r.z ez zz Iz oz 61 Of t+ 91 91 *1 EI z+ 11 0l 6 9 c 9 s r e z 1 H.IIuuINNlunbNlLHIhullmlhn�unbnllnnhud11uI1H"IHHIHII�IHhnhl+►hndunlrudnnllndu'llnnluuluull+nllnlhlrl mllnnlnn►rnrlrnrhurinitln+rlunitn! wllYu�l ullnllnnlnnhminuhwl�'Wluuhwllul�iluluuhul�lWlun JUNE 3 1992 • I 5 PAGE: +• i. ! i PROJECT SUBJECTI . BY I ._ DATE Ili L U L U — L A M I N A T E D b E~ A 11 D E S I G N ........-.................»..wrw._r.....rr_•�--_r w�.rr.w r.www.r.r.wr....r....,,,,....••.__....w...r.«...www ;11 l L)LSCR I P'i I ON . UNLY ,-4EwUEE=MLR CHURCH CANOPY I AL.I»()WAt4LI: STRESaEdS Prelim. Beam Widtn n i. LoAmin+ttihn lhir_ttnetsst to in f'b -- Nesnd tnc� 2,40(.) psi E f f .' Length FACtcor F'v - bhoar 16:', psi Lu s L:entor Span = C7 ft L1AStii. 11COril,liuS 1 .tiE+06 PSI LU d L.left Cant. ft L. D. F . 1 . 1:"J Lu 3 kight Gant . If SHAN � 1 t� t C I_f:F' ' I:F�IV I'. L.tN+ii'T I 1 �_ Mi 11:1.-I'i I,'AN I . 1_1-.NL•i I H =L •/ It isLiN ff.. ;jPAN UJAU1N6 is 1 Unifclrm U.L. w 9V pstt k••l.aIt :_ +:+ It Unifr.,rm L..L.. w IUO puf X•••t'tiIgt7t ::: Its rt f'r i.h. W1.dth St. 1 1t Un t 'f!:rr m D .L. 'a Ij p is f x•••I»cr f C f t Lint fttt^In L.L. tl1t V p4's1 X -F:ifI11t m 0 1t :,n: e:n, r�tl:c�cf L.cttttst ( x E)istt. from Left ES1.IF1;Iort j 1)L FI:i t UL l..L. U h L.;- - V 4t t.L. u5 c;7 p X D i St = (;1 f t )(--U i ss t o V f t X•••U i S t :=r 1:1 f t I:.ANT11A-vEFi I ( X :w Dist . kiglIt of Might Support ) Un i f . UL. u 5Q psif 01 : UL u: L7 fit ti ct UL. On i f . L.J. -r 90 p et f LL C+ q L L 1'r it) W10tit u l ft X ai%t +t Q It X ulut I,Eita l 1. rJ c.al1MMAtKY »••- Suggtrut ed Sire t L',. 125 i n x Es i n -»... • . 1 ;iE l..kt'.If»U FMAM E tit '•°"y � :s. .1 1n x IV.ti to m tu#A1 a4 tr1' F'Fruirod F U t rl{'tlltll e� !!y1 (,:Y7 1 v 2 I1:`L'L1nI :JF.. F�t11 I f ••u ek l .l 1 r.! u: ::r 60 t ps 1 f v 01 t owcao t r7'=1 1'rh:+ lart 1 t f Ih.-, u ,1. 7 % %. c�1 Mull x• u' 29. i) % 1 OFa?IaN hl0likl�lf,i••7'�•,bi-4-AwS Lt.iyC5 I.Cooirir, 1:4 if) 1_0000d I :r Ma•.. M•1' ) _.. .._.... ..._._»...._»».....__...._._._. L,1. �+ l3 ri / `3' 1-t3.1 . ,:r:: 41 . .11 LA =u try/Cf� . 111. i . l•IC,II+ l.:ei c: l.,i U / 11 '.Lt..� ;•,: El� l.l::i MAX X1.101.1 MUM04 •� H1 1n ••1: I!at;t �,; RegI d _ •: � ti, ht/ax. irFfl.Fth' 41 ) . `,'� ::� 'ef'�:� M Aron W �•Z PRLIJEC T: HY f t Neg. Moment = C) Al 1 rjw. F'U' Le f t Wlqht Neq. rl".tMent 41 Al Il---W- Fb' I Pic ht ;ihear (0 Left Shear (b Riglit REQUIRED DEPTHS SI-F.NUI-.kNE1.63,.3 QOVb.KN9 Y:=I , N:6.o DUE TO BENVINU i (Approx. DUE TO SHHA►< . (Approx. Cuntc-)r cipaUn m 6.4 in Q Left m I-aft Cant L; Q. C) in (g k-igtit Suripc-rt Right ".:,ant in MAX. 'j'kip L(-.,Ad L-xveo I N lo Left sup P t Rignt ChL.1Pr1---'.'et Dparl I. ak d u i Yo L 0 LA Cl # 0 1 t al L r.:,a cl As I (jjq 0 P041tive Wcoorlwarci I.-wi it o r 1-t, I,'t Etat,t I I eve-ar Hpar) C.'ant I I cty(pr 1. 1)t u t a 1) it b t it t.DI]1tall l t tO Lo ac! hof I . - NA 3 n Q.()V, in ()Q 1..11)q f I a NA .44,38 /*3 L.c-,vi d Djt f 1 . a NO in ;�j in —Q. 21 in NA ..41.)J T--Aal Lotvj Dop f I NA i m Q.2H Ld lip f i NO b 9 J 1 .ti * UL y Nr 1 t n 00A., ill L4 r'A r t Mw,n t 1,i ti,t!c,I.t j r t.@,Ci 1 91 t t %3 1.1 p F) rt J,.'v.ArimVj 141-J. IAJI MAnim.uil M'nd 1-or »ntv-?ar 111C r 0 Wkrvrl tin PAGE ' PROJECT t ' , SUbJ ELT i L4Y 1 — _ UAfli t•, ^- Cl L U 6. U — L A M I N A YE U b E. A M 1) E'•, Ei 1 Ci N UESC.R I F,,r ION I ONLY REUE LMLP 1 HURGH CANOPY ALLUWA1:+LK STkESbL8 Prelim. beam Wiotn a 3. 12:5 In _--._. ..__.........._._..,._.. Lamination Th i c4muass Is, 1 .b in 1=L1 «- Bending . a,4131:1 psi Eff . L.Rngt-h [•actoe F'v — Sheer 16t� psi LLI : Center Spar► t:l ft Elailtil_ McIdulusi +t L .HE-4-06 psi Lu t Left 0,Ant . n 0 f L•. 1)•F. I . LU t Riclht LRnt . ra % ft GFHN l'I::R SPAN a 1 ell, f t LEF'I' L;AIV 1'. LF-N131 H ti f t k 1 l.-H'I CAW. LE.NW H % It C:EN I'F_Fi a "AN LOADING 0 1 Lin ifr'orm 1).L. to 5ta psf X—Lreft >n I;1 ft Un1f orm L.L. Itt 1bot) p f ht. u: �f; 'r t; Trib. Width 1 It Un i f r-le rn U. I... 1.1 13 ti t X L.r�t'L ,u �,1 f 1; Uni f orrn l_.1.. w I.! pss I X--t- Ig1-1t w I.I f L I r its. Width + Q 'f t L;I.,ncentrpthC: L..c,,,p 1tA (. X UI.ut . 1r'clm I.,pft bl.tpF7C',rt 1 fF 1 t 1)L. a `I of i#'L t UI_ 4t t•1 dt 0.:i L) +t U f{ X•••1)1%1: f t X»IJ 1<s l u.e LI f t X U 1 41V V rf�ll�h11 I ILEVER ! t X Diut. l�'lca11t tit 13upport � Un 1 t . UI.. Iw bo pMf ill { 13I.. pt 1.1 o 1t,:{ UI, s tl it Lon if . 1...1. ul ciU paf LL is u #t LA. tt 1 1U Widt11 ro 1 ft X r11ut: -- U tt ft I — UES I ISN bUMMAF:Y f;upc)r�s c 4+cJ i U t ;J. 125 1 n X - 1 1 I in_..._�._..�.....• •..•'Iit....«..,.... ` zl s Air tuaI y /:7 to"1i rl w Actual tt M i t h 6*1.'f t tr NI { n` .. ra fkr+•cyl.l f r i,ri 16 1 IF •-'t1 t W5.t41d11 1 ,ttFi� I�rAt Vv I Fir. tttal t•1 r,eai pf-t 1 F v I FI I 1 oWuh 1 f,+"t l':>1.1 I'a I I I % f MLA' r ��I .:f /. /. G f I.1st w; % I I 1)Es311':I4 ...r•IUh1k:.N-r.....�....N..Ak�i»..._._................_......»Cs_+t,.�........_.�.........._........... ,...................,.,..,..... ; ki r Ei E lL.t. vtr Lr_,tl Ir r•ih 1...;.varitld I � . MU7R. f•I.1 , ....—.._._......._........»_........._.».......... I_.1: :,� 1..� �l / ;.� M t11 ..:cwt '1 . rl I 1;t t,. 1,./u 1 1. 1 1 1.Ln,lt,l 4 s; t• t.l_F> 0 / l,..�:,1..� ,,u, MAX I MUM I`1:1r11:IV I at k!1 l l"1»IC tt1�•)11: !yl ,V,'Q 1''e?11 t 11 :'� l I1' '.) MAX. SHLf-W: 44 If, .',''JA.c 0 1 :5.:i 111 r kujECT v bus,jEcr: BY uA,rt-. Left Neg. Moment Allow. Fby i Left Piuht Neg. Moment m 41 01 1 ow. 1• h' Fight' Sh E: L,E%r (,-j L 9 f t 1 ,5t;4 k Shear 0 kight 362 REQUIh:LU DHPl*Ht3 SLENDERNESS uUVEF:Nlm Y-1 , N-0 DUE ll) bENL)lNii tApprox. ) DUE '10 WiEAR : kApprc,x, . ) I-:t /. 0 L.P. I t SUPP,.ir t to . --rittar Span �& Left Unrit y (j. c) I ri CO K'IgMt SUPPOTt U. 0 in R I Wit _,'ant I III 11OX . Pt-.AGT WI,4S3 ak I p LCIAd L_,.:,od Y.LZ I ........... -------- Left btApport k!I(Prit DPt AO 1-c-ad ;3;;;3 K u 21 7 L I DET LE::'l I UNS F'o-sitivo is: Downward ......... Luft I..:c?ri t w r ht '"'a tit I I&vtr Span I.-Ant i I eyor ............ X--D J s;t ana o q.) t t U 1t 7 it 1.1)14 f a k.tl t Spimw I Dead Dki f I W s"4 in !1. 1.1b III U. QU in L./bo f t a N(A T7 I. I ct Lee d Dc-.,I I J.r. 1,.-tAl Lj rl f I -u NFI In (.1 ;!V I E_/Def I M WA bi I CAMMak. UL v No to Q.QV III 11r,itr I rig IL kio#r incl 1..(+ngtj1 FOiocjuxrprj ul L(.?,It I.S1.11.)POr t In IlWikr 3 hVa L.Vlljth 1-mcluircad %, 1-.lptit k.11)p o.,.i r t •15(.) C.AJ I HE.I IiHT9, 110131tittin h-.rlcl hoight (o Luaft kno 1 -.--r bhr_-•&%r htrcant, u 4. tjk) to Minimum Hod Haij1ht W Right End F'or %limeow Stvr?j;% a Nn in CAM; w W v! EEE w w in PRujEI:;•rI . l:Y: LJH 1 1S I kE(JU1k4:MEN'(S F UI-: EMBE DDL1) f=ULES P•'er U.I .L `907 ( f) 1 UESC;P 1 PT 1 f)N I OUR REDEEMER GHUMCH ALLOWABLE STRESSLS rt Allowable PASIalV@ f-'r@8%llrLkh cLr•,.aral J =_ 3u4► put / ft r f depth Mn:.imuin (Allowni . f�alststvca r'rK�4�lsras -i a puf I F'oor N[:- Limit Enter - r ocieu I-,atural Invittraint at Ground bUrface E_,v,itlt? Yr'1 N:%-. s 1 L.t,,�tf I)1.lr;:tt t[..n 1�alctor -• �i. Ci/ LlJhlulN6 UH IH C 6jtrov.'"'l App). ic+d Nesint L-u.'�tJ M r,r.��,l t� 1-ol rit ��::L.•.�: L.('ad Hwight .above. b'sue it ft Ptt:tma!nt l4 I:'�t:N '+ h� hl;il► it^ 11 Onif :rm L.atc..,r al Load +Q a N/tL- Unif,:,r1► L.:.%d Digi; . trs.im isaue! to fitm. ft I`omorit W C-:esti: i+ tt—sr U f tit . t r cpm Eiaue t t, Top += i I t t --- - -- I:-till 1401643.11t as b. rl C) 1 t- I► PLJI•.E 1'YF'I I _l! kOUncl 's:-'- k:ec t angul.ar s 1'L)L.f: WIDTH H IJ(lRl`1AI_ 1'U I UI?I_►. =+ l:� I n t I MINIMUM kt:L•!LJ1K'Lu E�MNEUMElNI' i N�.n •I•;cartt.rraln�cl I i wtturus H1v1,:..14t•'l c, ► 1) ........,.»... t•Jt?titrnlilll3�.f I I Dept 11 -t 4. .. .-i 1•' lb l.A I hh►M.. 11•:k_bEiLjK'L.1 t Al pR!t I itc tmA lb 1/:i c,f HnOertlnit1•nl. +w NN p%i 1 H1 1 ow14hl v w E4ase cof !nit►vonirpnt it. ;e .s/ p t Al:t 1.1 a l 0 baso of Lmbedmratl t 1 p u t SN.!tttY'1]lI'�t I'�?T•�:c! ;•� .J+ x'71 'n (�� ! t Ar I zop %!Ito > ' i<Ui'�r.,✓i> Dry �f _ ' or 2" UG 70 A 3v4.i. _L _4 . �r Q y'll5e S>,.•p',f: 3 "ov AT ITRUCTURAI'* rENC�iNEFA3 , 1 j .:.�;; �. �h',� .. i I i i . I I I I I -17 4 111\``-• � .. ' .. .. 1... I I elp W fir;f. ✓ l'+�/-' c�N/w j/r>/Z .�„ .r•M,..`.,�..yr... .. . .. -•r•••.. •.r r,ht�,�yw'n .r... m�• } - .•....r,...y.....ww•L yr. •• .r.. �. �..�oMl'N�', ��. ERR F w A ��wM-ry •�.�• lJ mita 111• .,' ,�r � -��P♦1� .-1��rrG f•�/,�i f. 'r��f,y '►,i, �'�rr...k-ti.,. ��,,� �r 71 Rr1—.44's 7W, i��t� SrIRUCTU , y� ENGIN£FAS rNA � e (114 t�z � 1 j /Grt C:/?a�, 1 v'✓/J LL . /71�71�t//Id/tJ C:r/a✓'/C Al � 1 L 1 - i .>//s!`5��^1,�.� ��a ��cl�� v-,�'�� 1;:•fir+��n; CIA !-) r... �..r.,rlr�,.. . �w►M1M ar.11"'a1N•'� • .�. ..�/.1�Y♦WFlrr. tom•. •.�.�y1waJ.'��.. lwtr•♦r. •.11 W.G. BERRY j•'at; Client _fir. c�� •ON% _ r�- ---= -- ; w i(ti i STRUCTUR iti ? 'l�l%� Job I�O.ii . ENGINE�AS`i� � n 1 �k'. •.N.n -t 'r�.Z'r. ••rq. •1...a= Irk a it�«i: -77 ,00 III - . , ; 7 j 4 yr AZ 2;¢11 - I I 1 'I I (' ' I I I ^Y14 ,Old W.V. BET Ae STRUMAAA"- 2 EN -I-I I� .11-IS Imp", DEAD + LIVE SHEAR and MOMENT TABULATION X /L. X (.f V (1,-:i P!s) M(k -.f t.) 4:) .464 1 . 27-7 . 412 . 104 1.5)6 . 712 76 4 . 197) 27 ."46 I - 19S 2216 . 405 6 Ei . 495 1' . 9 9 177 5 1 17. x. 61 0 17" 71. OE37 -.016 50 14 1:5 1564 17 4., (1777 076 4. : 7!', 1:107 4. T Ot?- 491. 4 7 1:1T7 411 9 445 C.IY9 fil 13 6. 17M 27 6. 412 -.099 71 UES "i 6. E3E37 099 125 7. 362 099 121 7.6 1:199 11:113 7.83.7 099 16ol -.099 0",'!4 0. 707 099 . 07 0-17 1")6111 Ll 27 PINlot ---------------------___,�- i + RETAINING WALL DESIGN JOB NAMEr OUR REDEEMER CHURCH WALL DESCRIPTION: CENTER WALL 1 . SmAl 4 -ft. 7 b;rll 2. Slope - 1 foot rine in ft. r•!..(n 14. Fy y 60 ksl . . ' f . ' ti : Fa _ 33 _ . - 11. 4. Acid P horn O kips 16. Fallndcation thickness 10 in. 3. Add P vlor't. ::: !:1 kip!q Ia mtl_um C.I-. 17. Llmpth c)vlar tL:►t8 - 1 'ft. b. EFF' a 55 lbss/ft'''2/ft 1E3. Toe length = 0.917 ft. 7. Ct(amr'L17g 19r !a:�l.11-(i! = 15+_I0 .(t1!S/'ft'.2 1.L/. I'I..:! . It(--3y - 1.1 •r}.. S. No i.ncreasse for- ssnil. rwmovecl : 0. T.U.W. above soil = O. ft.. PrrP'!r'!.-'m1-(r+ 21 . Cover !Titmm __ '1 .1 ;I 1-I. 10. ,oil wt. - 100 lbq/f t*'7 :«. Cover tas - Z' in. 1. 1 . Cl e++ . of fl~:l(zt:l(:)n '- !:+. _jam' e:a. Cnyitr hl!I=!'t __ T in, 1::'_'. Tonnion crack O.K_ 24. F. S. over- tut,nind 1 .75 HEI-D- LENGTH - 1. 171_17T FOUNDATION LENGTH = 2. 417 feet, CONTRQLLED BY O.T. M0119!IvT rl(I: I<;lSFY T 4 1:) F=FIa'r ToE E+i-ili: THE O. T. F.S. IS 1 . 524 HEEL. DR-6 0 h;SF THE: E-,LTDTN(:i r'."i. IG a. 19j rif)t•IC'NT STEEL @ ;)TEM BAR 41 4 la le I rJ. (I.c„ ri'c:P1r'I::hF1TURC EITC(7—l_ Ill f '1'I»M VA11 11 4 In IR Thl. MOMENT 'STEEL.. 0 TOE BAR # 4 M. 113 IN. 0.L'. mr)MEIVT 13'rrhl.. I,) HIE:r:I.. SAR 0 J 0, ilii IN. Trmrr; Qr,"r 1R'E ;STEEL It FOUNDATION BAR 4 r+ 1:' IN. 0.G. STEM MOMENT SUMMARY FROM ULTIMATE REOUIRED MOIRI-.'_ONTAI. T(:)P IMV ;:ICIIL (FT) MUME'N'T (I•;.-w i') 'arrEL. (1N' 'a/FT) rt:Imrlr (I'TrIMI 1 0.016 1 E-Z c?.0211 12 1:1. 12-1.9 ?I 0. 1 J. 0.421 0. 022 t►, "•'40 r 1wok rANTILEVER Rr:TAINING WFii-:. :'ALCI.JI_ATIf%iF) ------------------------------------ ,709 NAME: OUR IREDE EME:R rl•II.IRCH WALL. DESCR I PT I GN s C'E=NTE'R WALL I- '- (►:►.0^m*4. R'-"',^?1 /�' ::: ►:J.64a 1;1:PS) 0. T. (MOMENT -• o.64E*4. 937"/"' - 1 .04 I-:IF'—FT IMOMENT RE:!:i I!:i l'1:NG WEIGHT ARM MOMENT I;1.Pi 0. 1*1*4• _ 0. 4 1 . 917 a 0.767 SOIL !:!. 1. ( 1 ^'i:) *►:►.;:f>k.;3 11. t► * 7'. OM7l - ti. 0572, 1GOII_ 0.. 175*?. X117*(;►.E3w'3 0. 3..^_ >K 1 - n.Z6 5 I�NDT �:�. 1. 'f*4.,"i!KC-►.!f 0.!:i:7(:1 k 1 . 167 .0 Q.3!74 iBTEM '1'1:)I'AL WE I GFi r .0 1 .►:►V"f TOTAL. MC)PIE:NT +* 1. "►71E1 0.. T,. FACTOR OE- SAFETY r 1.578/1.035 a 1.525 til_.1�1 Nc; r•7r::!:i r.r:ITAru:;e: rf?IC1'T.ON t:). ;,3*1. 065 +u SL I D I P46 FAt'TOR I)E= SAFE=TY = 2.03:' 0.64:: = :_. 199 1,11:11+11----Nr !STEEL. I:i'1'I::M kl: plJI1i1�1) IM�.1 1 .7* (�I •�) �c0. t.,►u�i/b * 0.997 I+::—FT tt -l�. .il ( }.;::!1,1:1) tht►! ( .fc!!:f k':1'k 1'«) �� 0. 261 I IVC;F IE 5 I'P�(I'JI1?r::I) M1.1 .►>J#, (ff. l.�.', :..'«) ►k1:11:►.,'a!k (1.':'.!'11:1) :� Afi:i �pN.� --- --------- ---------- - RETAINING WALL DESIGN ---------------------------- JOS NPIIE: OUR REDEEMER CHURCH WALL DESCRTPTIONt EXTIEFIQR PONY WALL 1. Smi .l rotminpld 'a 3 ft. 1.3. F'c_ .. km j, 2. Slope - 1 -foot rine :.n b ft. run 14. Fy 60 ksi 'i. SUrchaw-gru 4 Ft. 1E. 'Itu:!m th:1r_I•,nittom [I 4. Add P hors. . - n kipca 16. FOuneltation thicknean S in. !'.i. odd P wort. :, 1:1 I,::lp!r. 1 !-n-tem C.L. 3.7. , Dept.l•1 ovttrr •tm y= 1 ft:. 6. EFF~ m 30 lbst/ft /ft is. Tots length . 0.33 ft. 7. pI-wjacrt.trl2 - 17(10 117!8/•f•t''12 tri . M,%I;c . Italy - 0 f•t. 8. No increase -for soil re:•movemd 20. T.Q.W. above stoi 1, - 0.t5 ft. T. PI-ml8'SUre - 1000 . 17!:,/f t.' ?/ Ft 21 . Cover iut wm 1. .fj An. I 10. Soil wt. - 100 22. ( over too = 3 in. r' Ct:)m-f•F . of •Frit_t-1 an 23. CoveAr 171t11t!!,l 2 in. 1:'. Tonstion crack O.K. 24. F.S. over turning 1 .`.S 2"S. F'.!:?. ml:lt9.ing 1 .05 HC-:r-_L I..EN(`a'YI-} in t:1.371 FEET FOUNDATION LENGTH 1.3 f aeet r CONTROLLED BY O.T. MOMENT THE Kr:Y IS 11 FEE:1' TOE L•RG its 1 . 19) ISliF TfAF O.T. F.S. IS 1 .773 HEEL RRG r 0 KSr THE )I..IDINl:4 F.S. I1:1) 7.1:11 "44 MOMEN( :3.1"EEt. [m STEM I.AR 0 4 Ib :14 1N. U.C. TI::I`IF'I FtnTURE SITEEL L. 1-1 STEMEIAR 0 4 19 1.E1 TPI. la.C:. mQmr:7NT sTEEI.. 0 TOE 'BAR # 4 (1 10 IN. O. C. N!:imi:.N'i F.i'1 I I:il.. lit I Viii il.. DAIR # 4 r?t 11:1 T IV. 1:1.1::, TE1,1PERr'STUPE £STEEL. Ph r-QUNDATION PAR 0 4 !b IP 'I N.. 1).C. STERI MOMENT SUMMARY C,:FSTwNC1"a FRI;)M ULTIMATE RE OUIRED Ii0pI"PnNTAL 1'1')F' IT-- (151011.. ov 1') I1011EN'T *.,-•F"1') M)TEEL ( IN"2/FT) 1. yE3- 0 D.t.il!* I? t:r.tatltfa 'i?E S ca.06 c:. :2.'5 SE-7 rprM CANTILEVER RETAINING WALL CALCULATIONS JOB NAME: OUR REDE=EMER CHURCH WALL DEaE'I4IF'' 1011: EY,TEIRI1:)13 PONY WALL. F' 0. 202 KIPS J. T. MOMENT 1:1. 247 KIP._F-T MOMENT RESISTING WEIGHT AIRM 111:)MENT KIPS FEET r (P,--F-T 0- I*Q.',7'>:'*7) n G. 1 * 1. 16.:, 1-1. 1 to, 0. 1"'S#1 . *6, f.b7 0. 1�'r >K 0. 665 0. 0130 FNDT 0. 0.305 1J.663 S11 TOTAL MnI`1EN'T n t 1-rius 0. T. FACTOR OF GAFETN Axl 0.4"6/0.246 - 1 . 772 REI:i I STANCE F'I'.';I('TION 0. 3 5*0.58 3 0. 204 F'111ii1:)1.VES ( 1 T0TAL. - 1 .LSA) f31.I1)II'dG FACTOR OF SAI=E'TY �+ 1 ."5y /C►.�t;�:; :: y, E?86 1'1C11'lli NI* ";TEED.. lii'1'Gil`1 R;;QIJIf-'tED Ml,l 1 . 7�R (':;' ') >K(:�. OM/b 0.2 I:--FT =�:1. 2* (1 /.'24) 1'�h Y _ 1)- 75—(0. 191-1/2) 13. 1"5:: 1NCHE"aS 17'RClY 1:DFD Mu .'?�k (��. 11�.'i):") , hc:►>k�:�.'I!* ( 12i";eJ) ,. V. -69 Structural Details April 1990 C.,� 25194 RO ,OE�C. S :HILLSBO 0, G0 N � i Q III I OUR REDEEMER LUTHERAN CHURCH TIGARD , OREGON hOaCIM e. 111 iess .1.1..1. box 1141, hillsboro, oregon 97123 (503) 649-6871 w w � ' ' w T11 �L Yl7 it 4 /l � T 2 x v Tom. 0 I v T� VvA L L, f i'Ni C — '*4AI L 1.7 LY tiY� aK, IN I Struct (Iral D etail S S C A L E : 3 / 4 " E Q U A L S 1 ' - 0 " Reference: Our Redeemer 1 ut_h. ChL,,-.- � _ Ploscoe C. Lawless, A.I.A.' Job Number: OR89018 A R C 11 1 T r c TI Lox 1141. hi11sL :n, orcgon Date: April 4th, 1990 _ (503; 649-6&71 1 1 6,f WA i ti 7L- Structural uetail S C A L E S / 4 E Q U A L S 1 - 0 " Reference: Our Redeemer Lu_th. Church Jib Number: OR89018 Roscoe C. Lawlessess, A.A A P C ii I T C C TI Date: April 4th, 1990 box 1141. hillsboro. orcgon 97123 (:03) 649-6871 5?c�r15 ------------ 8VIV711v aoU�� A Structural Detail SCALE : 3 / 4 r DUALS 1 Reference: Our Redeemer Luth. Church Roscoe C. Lawless, A.I.A, Job Number: OR89018 A R C If I T E C 1 � box 114:, hillsboro, oreson 97123 Date: April 4th, 1990 (503) 649- 6871 tNA L. L Abok/)r-- +._. . 1,12,1 w/ 2- ?1.tocp \T y' 5�- � Structural Detail � S S C A L E 3 / 4 ' LQUALS 1 ' - 0 ' Reference: Our Redeemer Luth. Church _ Roscoe C. Lawless, A.A Job Number: OR89018 A R c H I T > c T) Date: April 4th -19(J 0 liox 1141. hillsboro, oreCon 97123 (503) 649- 6871 iA l //v M-//S IalS 7 5 h i -77 I � //V W4 e_G/MN 5 Structural Detail S S C A L E 3 / 4 E Q U A L S 1 ' - Q " Reference: Our Redeemer Luth. Church Roscoe C. Lawless,, A.I.A Job NLIO,ber: OR89018 A R C 11 1 T C C r Pate: April 4th, 1990 box 1147,rf�ihsbpro, orc 97123 ((50649-68711 -� f _i. .- .le_ /IYz CVOI�' Structural Detail S S C A L E 3 / 4 " E Q U A L S 1 - 0 " Reference: Cour Redeemer Luth. Church Roscoe C. Lawless, AI Job Number: OR89018 A R C 11 1 T E c T box 1141, hillsborn. oregon 97123 Date: _ Ai ril 4th, 1990 (503) 649- 6871 Z ;' t._ C CJ(J11.1y ��J��✓fps+j t- --XV j z o4l`llvel /X6i W4 t, L 7- 2 7 L,yiel li! ✓Oi5 7 7'v 1-3k T wl s ire 711 1,fir div 7v AWL(, -440CAr )L-7;51 .4 /> Ar S(.0 e) Structural Detail _ SCALE 3 / 4 "rFQUALS 1 - 0 " Reference: Our Redeemer Luth. Church Roscoe C. Lawless, A.I.A. Job Number: OR89018 A R C II I 'r e C 'r� box 1141. hillsboro. Oregon 97123 Date: aril 4th ��9�� (503) 649-6871 moi' �N WA LL i X r 6-0 3IiT4• I � � `� i r. a 2 x 1 �,U/S/MJF ✓F'� Z i z /�/i0�11�• 7��, i Structural Detail S C A L E 3 4 E Q U A L S 1 - 0 " Reference: Our Redeemer Luth. Church -� Roscoe C. Lawless, A.I.A. Job Number: OR89018 _ A R C If I T E C T� box 1141, hillsboro, orcgon 97123 D(-Ate: A ril 4th, 19 1)0 (503) 649- 6371 � �r ■ ■ ■ ■ �r ■ ■ ■ 7 H SLY �/Ois7 laz y wor f INA L- X 1 A -It ¢r� 7 8" rev i3a�r� Structural Detail S SCALE : 3E Q U ALS 1 - 0 " Reference: Our Redeemer Luth. Church Roscoe C. Lawless, Job Number: OR89018 A R C 11 1 T E c T bcx 1141. hillsboro. oreson 97123 Date; April 4th, 1990 (503) 649-6371 i NA c 5 I to Structural Detail S C A L E 3 / 4 E Q U A L S 1 0 " Reference. _ Our -Redeemer Luth. Church -- -- Roscoe rhurch _ __Roscoe C. Lawless, A.I Job Number OR89018 A R C li 1 'r E C T box 1141, hillsboro. orcbon 97123 Date. April 4th, 1990 (503) 649- 6871 � 3 '_ 1 WID I { Structural Detail _ SCA L E 3 / 4 E Q U A L S 1 - U " L Reference: Our Redeemer Luth. Church Roscoc C. Lativlcss, Jori Number: OR89018 A R C 11 1 T E c TI Lox 1141, hillsboro. orcgon 97121 Date: April 4th, 19'90 (503) 649- 6871 � ■r s � � s �w � uw OC r✓P�', f;L ,/"'I2 Structural Detail S C A L E : 3 / 4 E Q U A L S I o Reference: Our Redeemer L.uth. Church Ro R oe Ci Lawless ,A.T.A.. Job Number: OR89018 i� box 1141, hillsboro, orcgon 97123 Date: April 4th, 1990 1 (503) 649-6871 R l! i • t3 Structural Detail S C A L E S / 4 E Q U A L S Reference: Our Redeemer Luth. Church Roscoe C. Lawless, A.T.A. Job Number: OR89018 A R C 11 1 T E c r box 1141, hillsboro, oregon 97123 Date______ April 4th, 1990 l (503) 649-6871 w w WLTJ K my 1 r-2-�2ylZ f//sir�i� RNs Zco 4 Structural Detail S C A L E : 3 / 4 " E Q U A L S 1 - 0 Reference: Our Recleernerl uta I. U h N u n s btr: OR�_9C) 18 -- ------ ^ r, C II I T L i. bux I illboro-orr -�Date. April 4th . 90 — 13 6e ---- !� w y _ - a- -� i fi }--�-gylt--k jlI -8-AAVrv61 Win.0k 5� Stru ,: tural detail S C A L E : 3 / 4 " E Q U A L S 7 - 0 " Reference: Our Redeemer Lllth. Church 17,scoe, C Lawless, t' 1 r1 1 r r_ c r Job Number OR89018 1 R C 1-�, U Le: _April 4th, 1990 _. l� ( shor�, orc�on 503) 5712.1 ,. Obi 649-6871 -----�. cG �,✓ GN i Structural Detail _ s S C A : r 3 4 F Q u A I. S 1 _ 0 " Reference: Our Redeemer l_uth. Church �tZoscoe C. Lawless, A.I A I Job Number: OR89018 IA R C If 1 1' L C T /' r 1 [box 1141. hillsboro. oregon 97123 Date: _ April `tthl 19 0 r� T_ (503) 649-6871 w w w O w -W-- 7r 7r r4I-bM iJ / I, I ---SV Structural Detail — S C A L E : 3 / 4 ' EQUALS 1 ' - () " Reference: Our Re:lAnmer L.Lith_ Church _ P.oscoe C. Lawless, A.T.A. job Number: OR89018 A R C II I T >r C T ^ IIll Lox 1141, hillsboro. oregon X17123 A, D,lte: pi it 4th, I l�90 (503) G49•• 687i 6"■ 6" 10 GA. K0''0" MAX. 15'-I" MIN, R/W LINE MESH - ORlvfwaV A-41-1 rz 6" OPTIONAL W SIDEWALK LOCATION CONTRACTION JOINT 8 EXPANSION JOINTS I B SIDEWALK / GUNS JOINT EXPANSION JOINTS A 3 0° 7 6" 14.4. 7,-6" MIN. 3,-0 FACE Of C.AB 20'•0" MAX. 20 '0" MAX. —� PLAPJ I -1/2"[XPCISURE USE EXISTING EXPAN'J�lC1N J01/!T 00p SAWCUT ANO PLACE CCILO JOIN?. SEE DWO. N0. C3-3041. ELEVATION ©-8 IW STREET 6" a I- OA. MESE I-1/2"ABOVE 2" Of 3M" MINUS BAS[ SECTION A-A I. CONCRETE SHALL nAVE A MINIMUM BRE4Ki,nr7 STRENGTH OF 3000 F.S.I. AFTER 28 DAYS , 6 SACK MIX 2 CURB JOINT SHALL BE A TROWELED JOINT WI-N A MINIMUM L/2" RADIUS ALONU BACK OF CUPS. 3, EXPANSION JOINTS SMALL BE I/Z' PREMO,-DED ASPHALT IMPREJNATED MATERIAL OR [QUAL, EXTENOING FROM SUBGRADE TO FINISHED GRADE. 4. SEE DWO, NO. CS-300 AND NO. C3-30'S. I I� Structural Detail - DRIVGwP�f� �cN S S C A L E 3 i 4 Q U A L S 1 - 0 Reierence: Our Redeemer Luth. Church I'`USCOe C. Lawless, A.I�A ' )oke Number: OR89018 A R C tr l T e c -r� >>ox 1141, Millsboro, orcgon Y7123 D%1tL: _� __April 4th, 1990 w 1 (503) 649-6871 A/W Curse JOINT SEE NOTE 7 L (COMPACTED \`2"OF 3/4"-O `COMPACTED SUBGRAUL SIDEWALK ADJACENT TO CURB R/W S' VIN 6• I 1 ROADr►-" 2 + �1'71 �-[SEE NOTE S I 1 2" OF 3/4-0 COMPACTED SuBGRAC[ SIDEWALK AWAY FROM CURB NOTES I I. CONCRETE SHALL BE 3000 PSI AT 26 DAYS , 6 SACK MIX , SLUMP RANGE 0/ I Vi" TD 3. t. PANELS TO BE S FEET LONG 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS WHEELCHAIR RAMPS, B AT SPACING NOT TO EXCEED 45 FT. 4. FOR SIOFWALKS ADJACENT TO THE CURB B POURED At THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SMALL B! A TROIA,'.ED JOINT WITH A MIN. 1/2"RAOIUS. 7. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF,6 INCHES IF MOUNTABLE CURB IS USED OR IF SIDEWALK 13 INTENDED AS PORTION OF DRIVEWAY, OTHEiWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4, INCHES. 6. DRAIN BLACKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF 5I01.WALK WITh. :'DIA. PLASTIC PIPE AT 2% SLOPE CONTRACTION JOINT TO SE PLACED OVER PIPE. Structural DetJil c Sc LF ' ��: . J ' Reference: Our Redeerner Luth. Church Roscoe C. Lawless, A.I.A.' Job Number: OR89018 A r c 11 1 T e c T box 1141, hillsboro, oregon 97123 Date: April 4th 1990 _ ( 03) 649- 6871 .ACE OF CuRG DRAINAGE BLACKOUT WIDTH OP"TREET �.r 3' I.D.PLASTIC PIPE WITH COUPLING ROAD 10 LI BASE COURS )• FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMIERGENCY MOUNTABLE CURB CS -300 SMALL BE USED. Z CONCRETE TO HAVE A BREAKING STRENGTH OF :OOV P,S.L AFTER 21 DAYS. EKPANSIO►S .')INTI. A. TO DE PROVIDED 0 AT F•ACH POINT OF TANGENCY 01' THE CURB 2) AT EACH COLD JOINT. 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH ENO OF DRIVEWAYS, Sl AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET IL MAT►RIAL TO OF PRE-MOLDED,ASPHALT IMPREGNATED,NON-EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 7<. CONTRACTION JOINTS A. SPACING TO BE NOT MORE THAN M FEET . B. THE DEPTH OF THE JOINT S-AI L GE AT LEAST 11/Z INCHES. 4. BASE ROCK -2'-O 04114"10 , "°„ COMPACTION, BASE ROCK SHALI BE TO SUBGRADE OF STREET STRUCTURE OR 4' IN DEPTH, WHICHEVER IS GREATER, B. DRAINAGE SLOCKOUT ' 3' DIP.. PLASTIC PIPE. A. I.D. PLASTIC PIPE WITH COUPLING. 1. DRAINAGE ACCF-33 THROJGH EIIIS'TING CURBS SHALL BE COPE DRILLED OR CURB SAW CUT VERTICALLY IB"EACH 310E 0► ORP IN S REPOURtO TO FULL DEPTH OF CURL 2p , Structural Detail � SCALE Reference, Our Redeemer LL.lth. Church job Number: OR89018 RosR C C; L1 TessrAC T. F),-.1. A .�r i i 4th 19 9 C) box 1141. Ili!lsboro, orcgon `.'712 3 Md,t e: i_�i �__ t503) 649-6871 _� I I (TER RAMP END RAMPS SIDE RAMPS i (CURB UNE WALKS) (PROPERTY LINK WALKS) (WHERE CATCH SATIN IS WITHIN RADIUS) CURB TRANSITION i Ca+c. 0A+ p MATER- '� �A 60� 36MIN. - ae MAX. NOTES I, FOR SIDEWALK DETAIL„ SIE DWO. PfMPERRTY LIP', NO. FS-305. 2- SEE DvA& N0. CS-300 FOR CURB RAMP L.E:WJ,TM AND GUTTER DETAIL. , 011 SEE DWG.. V MIG. NO, CS-301 FOR CURB DETAIL. VY"Wat. RADIUS I� 3. RAMP WIDTH SMALL BE AS SHOWN rl.. SL- 2%] H_^_ _— HEREON UNLESS OTHERWISE APPROVED — BY TME ENGINEER. •'�` • 4.. CONCRETE SNAU_ BE 3000 P11, AT PAV"itMENY6 SACK MIX, SLUMP APACE RANGE SI='/2" TO 3 D11iPlr'.MED CLUB "--2" 3/�1�-0 5. PROVIDE r-xpANSION JOINT ON EACH AND GUTTER COMPACTED SUBGRADE SIDS OF RAMP. 2 Structural Detail - io�r✓��+'� - P SCALE : 'SID = °` 1- E- Reference: Our Redeemer Church Roscoe C. Lawless, AI )cab Number: OR89018 A R C 11 1 T E c Ti box 1141, hillsboro, oreEon 97123 Date: aril 4th, 1990 �, (503) 649-6871 I Sim P�Lc� 7 /X U 5'*l GI ",,O)OW ��raw► . i �2 Structural Detail SCALE : 3 / 4 EQUALS "1 ' - 0 " Reference: Our Redeemer !Uth. Church Rec._oc C. Lawless, A.T.A. Job Number: OR89018 1A C If I T E C TI'. O Lox 1141, hillsboro. oreson 97123 Date: April 4th, 19 1) (501) 649- 6871 All �l Z7 AllA /00 C 930,60"c W AI~ti �G _ 47' 7/��5 GsDNI�l7�bN � � A O 1y _ ,T CG,M>�iZl�/J /N N V I z3 Structural D e t a A, Ll-- S C A L E : 3 / 4 E Q U A L S I - 0 " Reference: Our Redeemer Luth. Church Roscoe l._. Lawless, A.T.A. I ]( )I) Number: OR89018 A n c 11 r T E c T box 1141. hilLLoro, oregon pa Le: April 4th, '1990 97121 _ (503) 649- 6871 #�+ II♦ w r lwlkF1 Vi/IX us 51 pl Orr- t-.01-7 -- -- 0-V v�✓f', � iK�� r/ 64,01ILS �,0►3 vN ��►ZPo►� z� Structural Detail - 8Ase� Wr��-- S S C A L E : 3 / 4 E Q U A L S 1 ' - 0 " q Reference: _ Our Redeemer Luth. Church _ Roscoe C. Lawless, A.I.A.1 job Number: OR89018 A R C 11 1 T E C V Da t e: April 4tb 19 9 U box 1141, hillsboro. oregon 97123 (.503) 649- 6871 s d 1 d of r'O w��F2 rF iv0 r�i> ,57N 121Z4vQ1A1,,'S .'.5 Structural Detail ",00,00SC� ALF 3 / 4 eQUAl 5 1 - 0 " _--� Reference: Our Redeemer Luth. Church _ Roscoe C. Lawless, A.A job N, mber: OR890 -18 A R C II I T > c TI box 1141, hillsboro, oregon 97123 Date: A pl 4th, 1990 (503) 649-6871 r v _s % - Or Ov T/N�l �-.- /l�/Nf Structural Detail 51 SCALE : 3 ,' 4 EQUALS 1 - i) Reference: Our Redec.-ner I-uth. Church Roscoe C. Lawless, A.I.A. ;ob Number: OR89018 A R c H t r c C r box 1141. hillsborc cregon 97123 Date: Ap II 4th/ 1990 � (503) 649-6871 J ' t -1 vall lli� N FT Zf WA _...}._. � �. . � ...�_. .;.....�--...... _. CJ C, ..l CDG �j 2? Structural Detail SCALE : 3 / 4 ' EQUALS 1 ' - 0 " Reference: Our Redeemer Luth. Churchr ,.\,oscne C. Lawless, A.I.A. job NUmber: OR89018 _^ A R c H i T E• c T box 11,11, hillsboro. oregon 97123 p�1Le: April 4th, 1990 (503) 6,19- 5871 ✓ VVALk- Al /�IG/�✓H G��/J>'�'N lid./£ � /,�_d_ v {�. �/ /y �SIs� i?� /A/��rn yrs/��✓/�a/sit T v \ (�l� �/1 M� A J N �✓IAV /��LI S I��I� �/'C•�l"iJ i.'/ �/r G �a Structural Detail 5 S C A L E 3 / 4 " E Q U A L S 1 ' - 0 " Reference: Our Redeemer Luth. Church Roscoe C. Lawless, A.I.A. Job Number: OR89018 A R C I-I I T E c -r' D a t F': April '�t h 19 9 0box 1141, hillsboro, Oregon 97123 (503) 649-6871 14.4 `lam- ^---• �/�N 1 (/ I . I 1 StrUcturaI D_e_tail 5 G A L E : 3 / 4 " E Q U A L S 1 ' - 0 " Reference: Our 1_uth. Church roscoe C. Lawless, A.I.A. Job Number: OR89018 A P C Il i T c C -I � Loa• 1111, hillsboro. orcgcn 97123 Date: April 4th, 1990 (503) 619-6871 GY l'PS 7 5M4,0 _-47 AW -� - Ic Structural ural Uetail _ �S SCALE . 3 / 4 EQUALS 1 - 0 Reference: Our Redeemer Luth. Church Job Number: L�w�ess, A.T. A w �I�.oscoc_ C. umber: OR89018 A R C li 1 T C C T (box 1141. hillsboro. oregon 97123 Date: Apr l l 4th, �� _. l (x'03) 699- 6871 w w w iw t SIA(I ;,OW ST I.ST4 '24- AT 24AT ALL caR.ti+iss4 A,1 9460 /=rte rtit els l7f? L��✓f�ic. Tb G� _- Lr✓V1�t 2 I r �n- "" ��,,�Lam- rte.�f, y�/-ZIi► � �,7 7ctwc t9�r WR L!. C. _Tv� 1J�111I41 -'c)tf3 GPCy477071/S of�P—L-� - ftT_s J EAee 5-1 PC- Ar /=1241 AMr &/-` 3� Structural Detail =R,avlivG -;_'A _ SCL E : 3 / 4 " EQUALS 1 ' - 0 " Reference: Our Redeen-ler_Luth. Church Roscoe C. Lawless, A.I.A. Job Number: OR89018 A R C H l T e C T box 1141, hillsboro. orcgon 97123 Date: aril 4th, 1990 _ (503) 649-6871 w s rUr�s 76, 32 Structural Detail S C C 3 4 E Q U A L S 1 ' - 0 " Reference: Our Redeemer It:th. Church _ O R 8 9_01 B Roscoe C. Lawless A.I.A.I Job Number: ARCHITECT 1 box 1141, hillsboro, oregon 97123) Date: _ April 4th, 1990 (503) 649-6871 w w w w w Mmw w w m l � ► EA5 of t4 I I y I) 3 StrLlcturaI Detail , PF.RFLOC RF'RAidli +vla SLA S C A L E 3 / 4 " E Q U A L S 1 ' - 0 " ` I,;eference: Our Redeemer Luth. Church Roscoe C. Lawless, A.I.A.i Job Number: OR89018 A R C li 1 T c C T Date: Apri14th, 199'7 box 1141. hillsboro, orcgon 97123 (503) 649-6871 1 4,' _ fi-- r- Ar ZYl/ S7Nr1f w�.c• .. � I p^ "� �I h ��y flk rJA1 Y 1 � r•-•-� '. � s7 c.sT� x¢ 4460- �✓ice[., x4\` StructuraI Detail MAIN QOOF PQANIiNlCx PLAN I S I S C A L E 3 / 4 " E Q U A L S 1 ' - 0 " Reference: Our Redeemer Luth. Church Roscoe C. Lawless, A.I.A. Job Number: OR89018 A R C H I I E C -r� box 1141. hillsboro. oreson 97123 Date: T April 4th, 1990 (503) 649-6671 i N Structural Detail .. :r �C V L. C',�AJ SCA [ E 3 ' 4 CQUALS 1 - 0 '` Reference: Our Redeemer Luth. Church )cab Number: O R 8 9 01 � Roscoe C. Lawless, A.I.A. R C Ii I T L C T D zi t e: April 4th, 1 9 9 6 box 1141. hillsboro, oregon 97123 _ (303) 649-6372 � T l C� nc.►� s7U� J Ah U civ v z -z: /v Y � I � M ' 1 ..JRR II �� L.. •�7�Z��_..d G�xc, rvsr /CDu/Ni>�01�0�� -A �StrLictural Detail :ANOZY QA /illvi: Reference: Chir Redeemer l_uth. Church Job Number: OR 890 g _ Roscoe C. Lawless, A� A R C i�i 1 T L C TI D,-�i.t e: April 4th '1990 Lox 1141. hi llsboro. oregan 97123 -- (503) 649-6371 7�Tjij' I I I 1 y �t/ �A�' I I 1 I I I � I 1 1 • w.L...�..1. ..I � .....� ..Y.... tea-• 30490 �►r �a M, ` d t) ' r 3-7 Structural D e t a ryOp" =oo-r of S C A L E 3 4 " E Q U A L S 1 - 0 " Reference: Our Redeemer Luth_1 Church Roscoe C. Lawless,_ t1.I.A. Job Number: OR89018 — A R c II I T C C T� n box 1141, hillsboro. orcgon 97123 Date: April 4th, 1990 (503) 649-6371 I■1 lif � ■If � !f � a � WA 'TOP ' OVAg 7a;) ;17Zxir� 8 Structural Detail cAN0P'Y S C A L E : 3 / 4 " EQUALS 1 ' - 0 " Reference: Our Redeemer Luth. Church Rosco; C. Lawless A.I.A. Job Number: OR89018 A R C ti t T E C T Date: April 4th, 1990 box 1141, hillsboro. orcson 97123 (503) 649-6871 s SII T-_ 1_ ..�.�._. J. 1......'.., .. I 1 i � 1 11 i 3� Structur Detail S S C A I_ E . 3 / 4 " EQUALS 1 ' - 0 " Reference: Our Redeemer Lutn. Church Roscoe C. Lawless, A.A Job Number: OR89018 A R C It I T E C T DZte: April 4thn 1991/ vox 11.11, hillsboro. orecon 97123 , (503) 647-6871 Specifications April 1990 I i 1, i- I 4 I -11 -1- OUR REDEEMER LUTHERAN CHURCH TIGARD , ORIEGON mscoe c. lawless a.i.a. box 1141, Millsboro, oirbon 07123 (503) 649-6871 PROJECT MANUAL OUR REDEEMER LUTHt?RAN CHURCH TIGARD, OREGON ARCHITECT ROSCOE C. LAWLESS Box 1141 Hillsboro. Oregon 97123 (503) 649-6871 STRUCTURAL ENGINEER W.G. BERRY 701 S.E. Miller Street Portland. Oregon 2594 L�HILLSOUfO, ORCC 1 OF Q OUR REDEEMEF LUTHERAN CHURCH DIVISION GENERAL REOI:IREMENTS 104 GENEPAL CONDITIONS OF THE CONTRACT 108 COORDINATION 109 CODES AND STANDARDS 110 CUTTING AND PATCHING 113 SUBMITTALS 114 GUARANTEES DIVISION 2: DEMOLITION AND SITEWORK 202 TREE PROTECTION 203 EARTHWORK 204 VEGETATION CONTROL 205 ASPHALTIC CONCRETE PAVING 2C6 EXTRUDED CONCRETE CURBS 207 PAVEMENT MARKING DIVISION 3: CONCRETE (See structural notes on drawings) DIVISION 5 : METALS (See strucutral note3) DIVISION 6: WOOD AND PLASTICS 601 FRAMING AND SHEATHING (See structur? 1 notes on draw] nas) 602 GLUE LAMINIATED STRUCTURAL UNITS 603 FINISH CARPENTRY 604 PRESSURE TREATED WOOD 605 CABINETWORK 606 ADJUSTABLE SHELVING 60? E:,'TERIOR SIDING DIVISION THERMAL, AND MOISTURE PROTECTION 101 BUILDING INSULATION �03 BUILT-UP ROOFING 704 SHEET METAL FLASHING AND TRIM 706 J0114T SEALANTS AND CAULKING 707 FIBERGLASS ROOFING SHINGLES { Tom_ , �r r �► s DIVISION 8: DOOR`; AND WINDOWS 801 STEEL DOORS AND FRAMES 802 FLUSH WOOD DOORS AND FRAMES 803 FINISH HARDWARE 804 ALUMINUM PRE-GLAZED WINDOWS 805 GLAZING DIVISION 9: F1,,ISHES 901 GYPSUM WALLBOARD 902 RESILIENT FLOORING 903 ACOUSTICAL CEILING 904 PAINTING DIVISION 10 : SPECIALITIES 1001 TOILET ACCESSORIES DIVISION 15: MECHANICAL 1501 GENERAL MECHANICAL PROVISIONS 1502 PLUMBING PL[IMBING FIXTURES 1505 HEATING AND VENTILATION DIVISION 16: ELEC'''R I CIA" 1601 GENERAL REQUIREMENTS 1602 LIGHTING FIXTURE SCHEDULE i E JUN f DIVISION 1 GENERAL REOUIPE'.:9ENTS 104 GENERAL CONDITIONS OF THE CONTRt*;CT: GENERAL CONDITIONS INCORPORATED: The "General Conditions of the Cintract for Construct. ion , " AIA Docume:i'z A2101 , 14'ch Edition , 1987, Articles 1 through 14 inr_•lusive . is a mart of the Contract Documents and is hereby incorporated as is fully set forth herein . 105 SUMMARY OF THE WORK: The work in:;ludes site prepara.t ; on , new construction of church bulldlnc, all nece:3sacy utility connections, and site development as lndlc:a :ec on the Contract Documents. The Church shall be General Ccnt:rar.tor for the Project . 108 COORDINATION: A . UTILITIES COORDINATION : 1 . Contractor is to coordinate utll ! `.,.- connections at property line . 2. All existing utilities are to be saf:rguarded. C'oordinai.e with City .and private ut i 1 1 t.y cornpan ie_-i as rerqu i rel. B. MECHANICAL. PLUMBING AND ELECTRICAL COORD1W.TION 1 . Mechanical , plumbing and electrical 4rysterns are to be provided in accordance with Performarce Spec ,. flcat ,cns. The Contractor shall si.,bmit r3heop clri►;Ings an:j car.a -,3ue cuts of proposed syst.erie, for Ar ch i toe-t and Owrer approval . 2. Coordinate opening requirements v;: tr framing plan , ansa notify Architect if confl icts e>- isit p�- iO:7 to installation . O. Prc-, 1de adequate cIearanr.e for, arc hitecturaI . mechanIca and electrical sysr,ems— Pev1ew dr .sw . -ic_ s for• confI i :,t prior to rough- in . C. STRUCTURAL COOP.DINATION : F i na 1 shop drawl ngs and ca 1 cnj 1 a t i ons f of a l l t r. u!Jses, stamped by a registered Engineer In the .eta te D` Or eger, , are t,:) be submitted to the City Building pc,partm,snt and thrr Arch . tec:t for review and prion to fabricai: ' rig trioisr?s. D. GENERAL: Contractor is tri field vi!rif,,• all dimensions aiid conditions and notify the Architect at or,::e of any discrepancies or conflictrs. DIV 1- 1 I 109 CODES AND STANDARDS: All worK shall be in strict compliance with the following codes ( latest edition) : A . State and local nodes ( verify with local building official ) . B. Uniform Building Code . C. ACI , RISC, NDS 110 CUTTING AND PATCHING: A . Execute cutting or patching as ma-; be required anc repair to match adjacent finishes. B. Obtain written cor,sent from the Structural Engineer p:^ lor to cutting structural members. 113 SUBMITTALS: All submissions wl � l be on a timely basis to the Architect for review and approval . A . cbop_2rawing: Show connections. details. dlmenr►ions, and finishes. The Architecz will review shop drawings for general compliance with design intent . Cont;actcr will be responsible for verification of 01 dimensions. materials. and construction . B. `?ubmit manufacture ' ' date catalogue cu `.s. ;ixmJ.=. as may be required. 114 GUARANTEES: Provide to the Owner, all pr. oJuct (gu.=,rantees. serccice manuais and information .regarding the mai.itenance of the facility . The Contractor shall include a provisicn in _ II subcontracts awarded by ' t providlnc: fcir a warranty Of at least one year, against defect ! ve materials, 0 aackmansh1p , or both , and shall be bound to a one-year v-arrancy on work performed by the contractor , said one year period to conmcynce on the (late of substantial completion . I END OF SECTION DIV 1 -2 DIVISION 2 SITEWOPK 202 TREE PROTECTION: Provide protection foc existing trees as required. 203 EARTHWORK: A. Strip existing top soil (min .6" ) prior to rough grading and stock pile on site as directed. Spread topsoil in landscape and lawn areas as directed. Grade ground surface to conform to required contours and to provide surface drainage . 204 VEGETATION CONTROL UNDER PAVING: A. STERILANT: Casoron W-50 (Dichlobenil herbicide ) mixed with water . B. APPLICATION: Just prior to asphalt paving, appy ;, at manufacturer' s recommended rate of 20-24 lbs. acre . , -5-100 gal . water per acre or 7.5 to ? o7 .%sq. ft . In 1 . 5 to 2'.5 gallons of water . 1 :CSS ASPHALTIC CONCPETE PAVIING: 1, t A. SUB-BASE AGGREGATE: Gravel or crushed rock . 0'; retained on II 3" sieve . ( For fill areas more than 12 i " deep o y . ) Compact 4. aS'; densi ty . B . BASE AGGREGATES: Crushed gravel , crusned rock or sand. 0% retained on 1 " sieve . 6" minimum thickness. compact to 05=a density . n C. ASPHALTIC CONCRETE: Class C. AR-8000 % i :scosity grade . 2-1, 91" minimum depth . D. TACK COAT ASPHALT: Asphalt emulsion : SS-1 . SS-11h or approved. E. INSTALLATION: Insure even and uniform installation . free of soft areas or variations, with no visible roller marks. 1 . Sub-base : Apply sub-base aggregates where fill is required below paving base . Compact to 1351-, of maximum density . 2. Paving Base : Apply 5" compacted thlc-..ness of ;ease aggregates below new asphaltic concrete paving. Compact to 05% of maximum density per ASTM D 155-. DIV 2-1 ;, c�. `'i�, r',ppl y tack; at aspha1 t at the rate of 0 .02 to 0 .06 gallons per :quare yard to Inplace asphalt or concrete contact surfa.. ,s. 4, Asphaltic Concrete : Deposit on aggregate oases at temperatures between 250 degrees and 300 degrees F and compact . Hand f '. 11 low areas. roll to 92% of rt�lative maximum density and eliminate roller marks. Apply paving in one lift of compacted thickness shown. r2" minimum depth . ,, ADJUSTMENTS: Repair cracks, soft areas or variations of more than .08 from surface grade indicateel on l:rawings. .-: 'TRUDER CONCRETE CURBS: I A. WARRli,NTY: Provide 5-year signed by lrista; ler with provisions for rt-placing curb seg:tions hlch break uncec normal traffic conditions at no cost to the Iwner . B . ACCEPTABLE INSTALLERS: To ce reviewed and app,'crved by y,llOwner . ... , a•_phal t saturateu PPEMOLDED EXPAN310N JO NTS: ASTM D "5' s " cane fiber or •as:pha l t bound corN wl ,-h felt face . Corkrore by J & P Petroleum or approved. D. CURING COMPGUND: Acrylic , ASTM C 309„ Type I +r 'r/pe 1I , f ( + Curr: and Seal by W.R. Meadows, Kure-NSeal by Scrl rn . Thorocure by Standard .iry WaI1 or approved. �t �► E. TAI ON : i 1 . Machine extruded concrete to shape indicated or approved. Trowel from concre.e in ace-as where machine cannot r each . f1�'1 2. Install prirmolded expansion Joint:i where curb meers !� poured- in-,place concrete and at 60 llnea' feet maximum. •i. Trowel cut crack control Joints every 20 lineal feet and at beginning of curves and with less than 5 rxdlus . 4 . Trowel rough areas to a dense , uniform texture . Bevel curtis at dead ends to slope 45 degrees. 5. Spray app y curing compound after curb inst.si1at. ion at 300 sq . ft . per ,gallon . F. ADJUSTING: Remove and replace curr-s �4hich do not. cure properly . Cut out chipped or crackrl areas ane reinstall curb. II DI's 2-2 f� WINE � 1 1 207 PAVEMENT MARKT NG: A. SYNTHETIC R!JBBER TPAFFIC PAINT: FS 7'''-P-115, Type III . 1 . Mll ler :, Wh : te S-260 . 2. Rodda: White 671 or approved. B. PAVEMENT MARKING: 1 . Clean and dry pavement surfaces. App ; ,/ paint per manufacturer's instructions at. 10catlon lndlcated. Make arrows and traf' Ic markings by template of design Indicated or approved by Architect . 2. Apply white lines to asphalt paving. C. ADJUSTING: Paint misplaced lines on asphal - paves: surfaces black . P.emove misplaced lines from concrete surfaces. END OF SECTION w I uI'� 2-3 �r lev iw DIVISION 3 CONCRETE See General Notes on Drawings.- DIVISION 5 M1'.Ti�L i See General Note on Drawings. i i I I DIV M INWE,V � •■r M �M I OR DIVISION 6 WOOD AND PLASTICS 60 .1 �'?AMING AND SHEATHING: ( Ser Structural Notes on Drawings) LUMBEP: I . �2m=c i ry,_;ut!J2Lu-t : Douglas Fir-Larch , x,45,. WWPA or, WCLIB, hf3 20-70 2• "Istl,iL� 'i_S�r1_[l��f�._. No greater than, at dressing. :3 . Joists. F'Lrl ine. 2x6 and Larger ,. ,.ani: 1:::4 Studs over 10, N,:). :J grace . 4. '1 4 3tuds 10 ' and .shorter : Stud grade . ;i . Beams. F'c:-sts Stringers: No. 1 grade . 6 . Bucks, F. , ockIng, Bridg; ngs and M1sc . : No. 3 grade . 7. S1 I 1 :;. Ledc.ers. Pl gat,?s, et(,, . Embedded in or in Contact with Corcr•ete and Masonry : Pressure treatea. No. 2 B. PL Iwoori sp.F. THING : 1 . D Interior with extericr glue . unsanded. 2. )r.S?1� 3/4" thick , T&G edges. index 48/ 214. 3 . W;LLL_ 1/2" thick . square edges. index 24., 0 . •1• F;4s .. 3;'4" thick , T&G edges, index 48/24. C. G`'PSUM SHEATHING: 1/2" thick . ASTM C 'a, except as noted. 1✓ . UNDERLAYMENT: 1 . Particleboard: 5/ 8" thick . FHA UM-28. E. STEEL CCNNECTCRS � Simpson . Bowman . Teco. Silver or approved. F . CONCRETE ANCHORS: ITT Phillips Dci : l Col . . V . S.M . Corp . or , approved. u. POWER FASTENERS: Hilt. l Fastening Systems. Pamset Fasteners t or approved. H . FELT BUILDING PAPER: 1 . Unperforated, asphalt saturated. ASTM D 266 . 15 pound. I . VAPOP. BAPRIEP. : Moistop or approved. J . I NSTAI,i. �T I ON : 1 . F AMi n4: a . See Drawings fo^ stud sizes. Install framing at 16" o.c . maximum and elsewhere at spacing Indicated. Double ,foists at parallel partitions. b. Cutting and notching of ,joists not allowed. 1 " diameter hole may be drilled in the center 1, 3 of the member dept,i . All other hales to be approved. DIV 6-1 C . Studs may be notched in the lower 1 5 of the height of stud for electric and plumbing pipes but no part of notch is to be deeper, than 25% of width of Stud. Holes of diameter's up to 1, 3 of width of stud may be drilled in studs but not in center 1. 3 of their height . d. Where nailing :shown less than 4" , provide minimum 3x studs and 3x blocking at panel edges. 2. Pressure Treated Wood: Install at location where wood contacts concrete or as otherwise indicated. 3. Solid Blocking_ Install to support toilet or bath accessories, cabinets, equipment and fixtures. 4 . gyre Blocking: Install solid blocking, as required by building code . 5. Structural Blocking: Install 2x blocking at joist , rafter and truss bearing. See Structural Drawings and Notes. 6. Bridging_ At center of joists and rafters (2x12 or larger ) at 8` -0" o.c . inaxlmum. . PlywQd Floor and Roof P Mina: Install with face grain perpendicular to supports and end joints staggered. Solid block edges where required. 9 . 2Ly '1311 2eathing: Instal 1 ver tic,ai or hori - 7ontal with 2x solid block at edges. 0. Underlayi- ,j�nt : Install a sheathing on floors . 10 . tg �. Instal 1 as indicated and required at struc .ural framing. 11 . Felt Building Paper : Staple at 12" o.c . at framing with 3" minimum .joint overlap . 12 . Vapor rriec : Place on grade with 6" joint overlap and turn tip foundation 6" minimum. 13 . Temporacv Bracing: Install bracing to support wind and earthquake loads until wall and floor sheathing is nailed. 14 . FgunglAtion Anchor Bolts: Install at 4' -0" maximum spacing with two per piece minimum. or closer if indicated on plan^. 602 GLUE [.AMINATED STRUCTURAL UNITS: A . SUBMITTALS: Submit shop drawings. B. WOOD: Douglas Fir ' Larch . L2-d structural laminations ( F' b = 2400 psi . F1v = 155 psi . E = 1800 ksi ) . 15% moisture content . strength as shown . C. FABRICATION : I . Grade : Exposed members Architectural grade . concealed members Industrial grade . Waterproof Adhesive . Deliver exposed memoers wrapped in waterproof paper . 2. Carefully cut and fit all exposed alulam connections for tight fit . ERECTION: Comply with RITC Spec . ;,ia- 105 . t�Q3 F I?IISH CARPENTP.'i: � . .SUBMITTALS: Submit proflie drawings of milled c-;000- B . E•:;TERIOP. MILLED SOFTWOOD TRIM AND FASCIA: Western Red Cedar . Mixed grain . AWI Custom grade . C. INTERIOR MILLED SOFTWOOD TRIM: Douglas Fir C & Btr . . Vertical grain , AWI Custom grade. kiln-dried. D. INTERIOR PANELING AND WOOD CEILING: 1 X 4 T&G Douglas Fir C and Btr . Vertical grain . kiin-dried. blind nail . provide furring strips 48" o.c . 1 . Interior Oak Base : 1 "x 2" oak . pre-finished. Profile and finish to be selected. E. SCREW FASTEt-.'.EPS: I . Hardwood: "Twinfast " oy ;latlonal Lorw Fasteners. 2. P l •.,wood ,and PA t i r_ l eboLI: " H i f ast " by Na t i on a i Lock Fasteners. F. INSECT SCREEN: Aluminum or fiberglass mesh . 18 14 . G. FABRICATION: Dry to 15% moisture content prior to fabrication . Sand exposed surfaces -=-,oth . radius e-xposed corners H. INSTALLATION : Secure with countersunk nails and screws .where required for strength . Flil nail holes wlth aoior matching wood filler . Countersink screws 1 4" minimum and plug with matching wood plugs. sanded smooth after glued in place . Exposed head screws permitted only in iocations where detailed. Drill and plug at e::posed bolds. ,ball tram at 16" o.c . Predrill nail holes in hardwood trim as required to prevent splitting. Flail plywood 6" o.c . at edges. 12" O.C . at, . panel interior . Staple insect screen at 6" o.c . Use galvanized fasteners at exterior locations. Sand all Interior millwork and paneling for Watco natural oil finish . 604 PPESSUP.E TREATED WOOD: (Referred to as P.T. A . PP.ESERVATI'1E TPEATMENT MATEPIALS: (CCA) Chromated Copper Arsenate or (Penta) Pentach orophenol . 3 . PPESEPVAT i'%E TPEATMEtiT: Coma i , .j i r h aWPA CM for ember and C28 for laminated wood. Treat co" .e•aled woad si 1 ls. cants. nailers, sleepers. st.ripp. ,. blocking and furring in r:cnt pct .wird concrete % r+d masonr:• requ L-Fbmen's of AWPB LP2 or "P3. :':eat ex-posed `;cod poles, posts, c ,v , ng DIV G-$ W W 1WxW_MWM_1WX1WjrW headerboards in contact with soil or water to requirements of AWPB LP:'3. C. INSTA: LATION: Job coat any area where cuts made prior to fastening in place . Dip end grain for 30 seconds fcr good penetration . 605 CABINETWORK: A. Submit shop drawings. hardware list and factory finish samples for approval . Countertops to be plastic lam. . color to be selected. B. Manufacturer : Westwood " Elite" natural oaK veneer cabinets, or approved equal . C. Use brushed stainless steel wire pulls and concealed casework hinges. 606 ADJUSTABLE SHELVING: A . SHELVES: 3/-0 medium density particle board with " Kirton" finish both sides. Color as selected from manufacturers standard colors. Front edge of shelves to have plastic laminate face , color to match " Korton" finish . B . SHELF STANDARDS AND BRACKETS: " K .V . " No. 180 slcr brackets and No. 80 wall standards in quantity and lengths as shown . Finish to be brushed chrome . 607 EXTERIOR SIJING: 1 X 6 T&G rough sawn 1 --c.e . random length . select knotty WCLIB III-e Western Red Ceder . Pre-stain Olympic or equal : color and stain type to be selected by Architect . Ship 15% moisture content or less. Blind nail max . 24" o.c . , with galvanized nails. Second stain coat and trim paint is to be field applied after erection . END OF SECTION DIV r-4 WA DIVISION 7 THERMAL AND MOISTURE PROTECTION 701. BUILDING INSULATION : A. THERMAL BLANKET INSULATION: Fiberglass or rock wool . non-combustible . 3-1;2" R-11 . 6" R-19, 9" P.-30 , Type II Kraft faced vapor barrier . 703 BUILT-UP ROOFING: ' Install a built-up roofing membrane according to the Celotex Roofing Products Division Spec . No. AGS-4-W-M. Celctex " specification" warranty is required. Other manufacturer may be submitted for review by Architect and considered for substitution If equal to product specified. 704 SHEET METAL FLASHING AND TRIM : A . SHOP DRAWINGS: Submi � shop drawings of flashing details showing dimensions, anchorage and Joint construction . B . WARRANTY: Provide installers written warranty against defects in materials and workmanship in a period of not less than two years. C. GALVANIZED STEEL SHEET FLASHING NOT SHOWN AS PREFINISHED DOWNSPOUTS: Commercial quality , ASTM A 526 or lock-forming quality , ASTM A 527 with ASTM A 525 GOO hot -dip galvanized, mill phosphatized coating and zinc chromate prime coat . D. GALVANIDED STEEL PREFINISHED SHEET FLASHING: Mat,-:h metal roofing. (Verify color with Architect . ) E. CONTINUOUS GUTTER: Galvanized steel per ASTM A 525 C,90 1 . 25 oz . zinc coating. Prefinished. Color to be selected by Architect . F . FELT FLASHING: Asphalt saturated, unperforated felt . ASTM D 226. 15 pound type . G . CLIPS: Same gauge and type as metal covering. 2" wide . H . CONCEALED FASTENERS: Hot-dip galvanized or stainless steel nails or screws . I . EXPOSED FASTENERS: Hot-dip galvanized or stainless steel nails or screw, with neoprene washers end nylon head to match metal caIcr . J. SEALANTS: See 705 JOINT SEALANTS AND CAULKING,,. DIV 7- 1. W W a---- � - - K . BUILDING PAPER: Rosin sized, FSA UU-B-790A . L. STEEL FABRICATION: 1 . Minimum Sheet Thickness: 22 ga . for scuppers: 24 ga . for parapet coping, gutters, and exposed wail flashing. 26 ga. for roof counter flashing, pitch pockets. penetration flashing. baF- flashing and exposed downspouts, unless otherwise noted. 2. Shop Forming Requirements: Provide for expansion Joints and field conditions. Hem exposed edges. Angle bottom edges of exposed vertical surfaces to form drips. Fabricate to profiles and sizes indicated. M. INSTALLATION: 1 . Provide four-rly flat lock horizontal seams at cap flashing, top of parapet and crickets. Solder lap seams around roof scuppers. 2. Install felt flashing on substrate prior to installing sheet steel , overlap Joints 6 inches minimum. Install building paper between felt and sheet metal to prevent bonding. 3. Install gutters and slope to downspouts. Install downspouts as Indicated. Anchor downspouts to wall to 6' -0" o.c . minimum. Connect downspouts to sto.m drain lines . 4. Provide elbows where downspouts empty on metal roof below. 706 JOINT SEALANTS AND CAULKING A . ACRYLIC-LATEX , S-1 • Acrylic Latex by Gibson Homans . Easaply AI,S by W.R. Meadows, AC-20 by iecora . Sonolac by Sonneborn,,Contech . Acrylicalk by Standard Drywall , Acrylic Latex by Tremco, Sikaflex 420 by Sika or approved. B. ONE COMPONENT POLYSULFIDE, - 11 : Flex- Iseal 000 by DAP . Inc . , Hornflex One-Component by W.R. Grace , GC-9 by Pecos , PRC 500 by Products Research & Chem. . Sololas`.. ic 1 -Part by Sonneborn,,Contech . Tho-ospan by Standard Drywall , Sikaflex 440 by Sika or approved. C. ONE COMPONENT POL`iUPETHANE. 5-12: Vulke-n 45, 116 and 118 by MAMECO Sikaflex, la by .Ika , Dynaseal W-100 by Williams Prods. : or approved. D. EXTERIOR ACID TYPE SILICONE RUBBER, S-13: Silicone or 705 by Dow Corning. 1200 by General Electric . 3B by Rhodia or approved. E. EXTERIOR NCN-ACID TYPE SILICONE PUBBEP. 5- 14 : 790 or 795 by Dow Corning, 2000 by General Elegy:tris or approved. F. INTEPIOP. ACID TYPE SILICONE RUBBER, 5-15 : S.R .S. PaIntable by Dow Corning. 1700 `)y General Electric or approved. DIV 7-2 G. POLYBUTENE MASTIC. S-31 : Extru-Seal PB 22 Tape by Pecora , PTI 404 by Protective Treatments. Curtain Wall Sealant by Tremco or approved. H . POLYISOpUTYLENE MASTIC, S-32: No. 21 by Miracle Adhesives, BB-50 , G66 Acoustical Sealant by Pecora, Acoustical Sealant by Tremco or approved. I . BUTYL RUBBER, S-41 : Extru-Seal B-44 by Pecora , PTI 303 by Protective Treatments. Inc . , 440 by Tremco or approved. J. FOAM NEOPRENE, S-42: Closed-Cell Sponge by F. H. Maloney or approv!� 'J. K . FOAM PVC, S-43: V-730 , V-780 , V-790 by Norton Sealant or approved. L. MACRO-POLYISOBUTYLENE, 5-44: Polyshim Tape by Tremco Mfg , or approved. M . SOIID NEOPRENE. S-51 : Full Density by F. H . Maloney . Stanlock. by Standard Products, Compression Gasket by Tremco Mfg. or approved. N . EX,"PUDED PVC, S-52: Window manufacturer s standard glazing gasket . 0. POINT CLEANER AND PRIMER/SEALER: As recimmended by sealant manufacturer for the joint surface .o be cleaned. primed or sealed. P . BOND SPEAKER TA?E: Polyethylene or other self-aahesive tape . compatibles with sealant , which . 11I not bond to sealant . SEALAN ?3A CKEP. R'7D: Non-abs;orp t i i foam po'. yethrlene corrpressibie rod stock: . P. PREPARA ; 'Cll';: Clean . pr : to and sea . _;oi ,t surfaces as recoinmerc�,ecl ty manufacturer . Support seal am from back w; rh ,i. i n t f i I ler or, backer ro,,� where recommended by sealant manufactk,^ex . S. I NS'TALLAT'.OW 1 . Install elastomerlc sealants in nin-traffic iolnts to size Indicated with slightly corcave surface And dehtt equal to 50% of normal ,ioIn,, wIdt.h , but not more th x►r 1.'2" and not 1 ess than 1,'4" . 2. Install elastoneri.c sealants In traffic: ,joints to size Indicated with slightly concave, eurface ana rjeptt equal to 7E'% of normal ,joint width , but nct more than. 5/8" and not l gess than 3,,8" . T. SEALANT SCHEDULE:: NumbFrs indicated belo,.r rce:er to seailantss DIV 7-3 asr w w w tw w specified in Paragraphs A to 0. EXPOSED EXPOSED SUBSTRATE #1 SUBSTP..ATE #2 E-' R.IOR CONCF8 ED It� -LQE 1 . Concrete Concrete . 5- 12, 5-14 5-32 N/A Concrete 5-42 2. Gypsum Brd. Gypsum Brd. 5- 14 5-:32 S-1 Metal & Wood 3. Metal Metal 5-11 , 5-13, 5-31 S-1 5-42 4 . Metal Wood 5-14 , 5-42 5-32 S-1 5. Metal GI ass 5-13, 5-43 -- 5-13. 5-43 5-44 5-44 6. Wood wand 5- 14 5-32 S-1 Wood Glass 5-51 . 5-52 -- 5-51 . 5-52 8. Plumbincr Conc . , Tile 5-14 5-32 S-15 Flxture or Wood %C' FIBERGLASS ROOFING 3HINGLES: cB_1se Bid Georgia Pacific Tough Glass Heavy Weight Series . Conventional Three Tab. U. L . Clascs A . ASTM D 3018, Type 1 . ASTM 0 3161 . ASTM D3462. color to be =elected by Ar-hitect . Comply with manufacturer ' s installation speciricarioiis. END OF :SEC"'.CION DIV -4 3 DIVISION 8 DOORS AND WINDOWS 801 STEEL DOORS AND FRAMES A . FIRE RATING REQUIREMENTS: Provide acor .assemo11es with UL and FM fire ,-at, i ngs as 1 ndi rated on Door Scher,u i e . Do not paint over o- remove labels. B. SHOP DRAWINGS: Submit drawings showing specifications. details and olevatlons of doors ano frames. C. APPROVED MANUFACTUREPS: Peference Speciflcatlons of Steelcraft shall be used as a standard. Otner approved manufacturers: Fenestra , Curries, Mas�-.:r , Ceco, Amwel ::f. Overly . Other manufacturers requesting approval must equa ! or exceed referF-rice spe:ifications . D. EXTERIOR DOOR FABRICATION: I . Th i cknes= : 1-3/4" . 2. Steel Skin 18 ga. galvanized steel . 3. full Elush Doors: Modei L-18 , honeycomb or approved. E. STANDARD EXTERIOR DOOR FRAME FABRICATICN: 1 . Data: 2" face . 5: 8" : high Intecarai scope . '.Jidth as Indicated, 16 ga. galvanlLed steel except 14 oa. at frames with openings greater than 4 -0" wide . Frames shall be :set-up and arc weiaed. Galvanize after �-)elding. 2. Frames: Model F16-4 . or approved. F. FACTORY FINISHING: 1 . Galvanize exterior- doors and frames with GQO hot-dipped zinc coating prior to priming. Shop primes door and frame surfaces, whether concealed or exposed in the finished work . .aping manufacturer s standzrd rust- inhibit ', a primer . 3. Coat lnsicle faces of door frames wl -n hi ah-bulla fibered asphalt emulsion or approved .sound deadening material . 4. ( See Section 904) G. INSTALLATION : In accordance with manufacturer 3 instruc- tions. final shop drawings, and applicable code=. 8C2 FLUSH WOOD DJCRS A14D FPAMES: A. PACKAGING: Furnish wood :Doors pc! y-wr app?c_','. B . WAPPAN'T'i: Furnish manufacturer s stano3r warranty for Interior solid core doors. DIV 8-1 C. ACCEPTABLE DOOR MANUFACTURERS: 1 . Benson Industries, (503) 226-761.1 CENCO Door Systems, (503) 284-0024 Grand Metal rL,oducts, (503) 23�-3105 4. Weyerhaeuser D. FABRICATION: ar 7s : Fabricate doors to requirement s of ;IWMA 1 -79. and AWI standards. 2. Asihes: ves: Type 1 waterproof or Type II . water resistant for interior doors. 3. _Z., ning Dcor: :�. Core : Particleboard or staved wood biork , solid core , except miner-Al composition core as required for fire rating. b . Face Veneer , Transparent Finish : Rotary Natural Birch , stain grade . C . Finish : Unfinished. Top and bottom, edges factory sealed with 2 coats of clear seaier . a. Thickness: 1-3: 4" . e . Grade : AWI Custcm. E. INSTALLATION: Install doors and adjust do,,r bottom *.o clear floor finish where requ i rerl. Install dr,^r iarcware and adjust for smooth operation . Make weatherstripac:justmes for ` fight weatherproof fit on all exterior doors. Provide additional weatherstripping if required. Remove finish harrr.�are after, installation for painting or finishing and reinstall after finishes complete . Make flnai adjustment prior �o building completion . F. INTERICR DOOR FRAMES: 'Timely prefinished steel door frames standard eeries " S" . semi-gloss Navajo while or ;ppc-oved equal . Install in accordance with frame manufacturer s installation procedures. 803 FINISH HARDWARE: A . REGULATORY AGENCY REQUIREMENTS: For rated openings. comply with NFPA Standard 80 and provide h,�ra',.,are with Factory Mutual or UL rating required. Comply with applicabie fire . building and handicapped codes. B. HARDWARE SCHEDULE: Submit a complete finish hardware schedule in quadrup'. icate . ^. MISCELLANEOUS P.EOUIRF.ME�ITS: Furnish ant; items of hardware not def ; r i to 1 y specified or 1 l sten h: `or comp' et i on and proper operation of provide t•;•pe and qu3l1t1 su ; : it✓1e for aervice required and compacacle to the kind specified for similar use . I ■ 804 ALUMINUM PREGLAZED WINDOWS A. SHOP DRAWINGS: Submit shop drawings showing size , anchorage , details, hardware . etc . B. APPROVED MANUFACTURERS: 1 . Single Hung Windows: Milgard 1500 series, white 1 enaml- 1 finish , with screens, or approved equal . C. HARDWARE: L . All operat g units shall have insect screens. 2. Finish : Exi- ,-)sed hardware finish color shall be mfg. standard white enamel finish . D. INSTALLATION : Securely anchor :window in place , plumb and level . Protect from damage during construction . Clean glass prior to final inspection . 805 GLAZING: A . REQUIREMENTS: Glazing installation , including loc.a .. ion of proper types of glass, shall conform to requirements of UBC 1985 edition . All exterior windows to be double glazed. B . MATERIALS: C. CLEAR GLASS: Float glass per requirements of UBC Table No. 54A cut so that waves run horizontal when installed. END OF SECTION DIV 8 DIVISION 9 FINISHES 901 GYPSUM WALLBOARD: A. REGULATORY AGENCY REQUIREMENTS: Comply with requirements for fire rated partitions and ceilings. When requested. pr , ide UL design numbers for fire rated assemoiies. B. G'r ,M FACE PANELS: ASTM C 36 for face panels ana ASTM C 630 for water resistant backing panels. 5. 8" think . Type "X" at fire rated locations. C. EXTERIOR SOFFIT BOARD PANELS: 5/8" thick. . G-P Soffit Board by Georgia-Pacific , Exterior Gypsum Ceiling Board by U .S.G. , Gypsum Soffit Board by Kaiser Gyspum, Exterior Ceiling. Soffit Board by National Gypsum Co. or approved, D. WALLBOARD TRIM: 26 ga. galvanized steel or vinyl , external corner heads with flanges, casing board with square nose, control joint of one piece expanding strip with - flanges and expansion joint of two pieces. E. JOINT TREATMENT MATERIALS: ASTM C, 475. F. FASTE14ERS: ( Screws, ASTM C 676) ; nails. ASTM C 514: aches Ive . ASTii C 557. G. DRYWALL FINISHING- i . General : Apply treatment at gypsum roard joints (both directions) . flanges of trim �tccpssories, penetrations, fastener heads, surface defects and elsewhere as required to prepare wort. for decoration . Pref i 1 1 open Joints and rounders or be,,eled e.,aes, using types of compound recommended v. manufacturer . Apply .joint tape at joints oet•Jeen gypsum ',nards, except where a trim .accessory is indicates, Apply joint compound in three coats ( nit in: lIiA ing prefill In openings In tease ) , and between last two coats and after last coat . Special requirements: Do not allow compound to enter olectrical boxes. Do not allow sanding dust to spread beynrd immediate work. areas. �. Partial Finishing: Third coat ara s3na: ng rr ! ,, be omitted on concealed dry�..tll wnrk ;hich is indicated for oryw311 f '. nlshing, including sound, fire , air and .:,mrkr�-r =�tPr1 �•;n;k , DIV 9-! 3. Final Fjnlsh : Walls are not to receive a sprayed-on texture . Provide smooth sanded surface free of defects. H . SUSPENDED CEILING GRILLAGE: 1 . ,Main Runners: Cold roiled steel 16 ga. galvanized. 1-',./211 x 19/32" . 2. marina Channels: Cold rolled steel 26 ga . galvanized hot shaped sections. I . INSTAL..,A'.'ION: Install panels and finish to be plumb, leve . and tri., .. lines. Install ceiling grillage per U.S .G. specifica! lons. 902 RESILIENT FLOORING: A . VINYL SHEET FLOORING: Armstrong s;ieet vinyl f. 1ooring. 72" wide rolls 0 .090 : ga . : Corlon Seagate , color to be selected. B. RUBBER. BASE: FS SS-W-40 , type 1 ; 1/8" ga . with matching end stops. 4" high , color to be selected from standard range . Flex-cove by Textile Rubber Co. . Inc . , or approved. C. MASTIC UNDERLAYMENT: 01 to 3/8" de, th latex L,nderlayment . Armstrong, S-180 or :approved. C . ADHESIVE.: Armstrong 5-89 or 90 for full sp -ead system oc approved. E. FLOOP : INISH : ALmstrong 5-380 Super DurellF.- or approved. Q03 ACOUSTICAL CEILING: ( ONE HOUR RATED SYSTEM ) A . MATERIALS: 1 . 6-r.QusticA1 Panel : Armstrong Cor-k Company Lay- in Minaboard Item No.75bB Fissurea or approved equal by USG, or Celotex . with the following p-,-cperties. (Submit sample prior to order . ) Qr1e hour rated a . Size : 24" x 48" x 5/8" thick . b. Finish : Factory painted, white , C . Edge Square . d. Guarantee : 10-year against sagging. warping. buckling, -,welling, or shrinking. e . Provide 5% extra the for use by Owner . 2 . Suspension System: Chicago Metallic Cor•»ration , Donn Products, Inc . , or approved. In order '-o establish a standard of de-.lan and utility , Items ar.d assembly Systems listed below are per " 800 Series Exposed Grid" or " Fire Front 850 System" where applicable by Chicago Metallic Corporation ; other manufacturers must equal or exceed above specifications. a . All components shall conform to heavy duty DIV 9-2 structural classification of ASTM C635-69. b. Grid: 24" x 48" . C . Main Runners and Cross Tees: .020 thickness. 15/16" flange face , 1-1/2" height , double web, white . d. Hanger Wires: 12 ga. galvanized steel . p . Wall Moldings: No. 1420 , 15/16" x 15.'16" , white . B. INSTALLATION : 1 . Acoustical Contractor : All acoustical materials and suspension systems shall be installed by a subcontractor experienced with this type of installation and approved by the manufacturer . I;istallation shall be in conformance with manufacturers specifications and in compliance with all applicable codes . 904 PAINTING: A . WORK INCLUDED: 1 . Paint all exterior exposed surfaces except those surfaces specifically deleted by this Section . 2. Field paint exposed mechanical and electrical equipment not factory finished, primed anJ galvanized steel , wood and masonry walls exposed to weather . B. OFFICE SAMPLES: Submit samples for Architect s review of color and shf;en only . For opaque finish , provide twc samples 8" x 8" of each color . Fc - transparent finish , on actual woc2d surfaces. provide two 4" x 8" samples of each fiiish . C. ACCEPTABLE MANUFACTURERS: Mlller Paint Co. . :�herwln Williams. Benjamin Moore , Olympic Steins. or, other manufacturers apprcved by Architect . D. All specified colors to be confirmed OL selected by the Ar..:h i tett . E. E{TER.IOR FINISH SCHEDULE: (Colors to be selected. Miller numbers are gi en as an examplr_ . Other manufacturers are to meet or erceed spec . ) 1 . Gypsum SQf_f1S_Board: a . Prime Coat : 1 coat Miller 6040 acrylic primer-sealer . b. Finish Coat : 1 coat Miller '%000 Acri -Lite . 2. Ferrous Metal : a . Prime Coat : t coat Miller 484 aluminum and ferrous metal exterior primer . b. Finisi, Coai : t coat. Miller silicone enamel , satin . 3 . Gal vac;je ed Metal a . Wash Coat : Acid etch solution . 0. Prime Ccat : 1 coat Miller 475 DI`.' a-3 zinc chromate primer . C . Second Coat : 1 coat Miller exterior oil base satin . d. FlnIsh Coat : 1 coat Miller exterior oil base satin . 4 . Hollow Metal Doors: a . Prime .:oat : Shop primed b. Second Coat : 1 coat Miller exterior oil base enamel , satin . C . Finish Coat : 1 coat Miller exterior nil base enamel , satin . 5. Factory Prefinished Material. Refinish surfaces damaged before , during and after inztallation to match ad.)acent finish in chlor , sheen and durability as directed and approved. 6. Exterior Siding: Two coats with final coat field applied Olympia Stain (Solid color stains, oil base ) . 7. EYtecio Trim, Facias. Wood _Soff _ Two coats Olympic Stain . (Solid color 3tain5, oil base) , color to be cele ted. F . INTERIOR FINISHES: (Colors to be selectted) I . Gvpsijm Board Wallsor Sofflts : a . Prime Coat : 1 coat Miller, 1540 PVA sealer . b. Second Coat : Miller semi -gloss latex enamel , satin . C . Third Coat : Miller, semi -gloss latex enamel , satin . 2. QCvpsum Board Walls with Enamel Finish Sits: a . Prime Coat : 1 coat Miller 1540 PVA sealer . b. Second Coat : 1 coat Miller 0-850 alkyd enamel . satin . C . Finish Coat : 1 coat Miller 6850 alkyd enamel . satin . 3. (,ypsum Board W.-ills _b Epoxy Finish : a . Prime Coat : 1 coat Miller 6040 acrylic primer . b. Finish Coat : 1 coat Miller High Build epoxy M-105 polyamid. semi -glass . 4. FerrQus Metes Per " Exterior Finish . ' 5. Galvanized Metal : Per " Exterior Finish . " 6. Hollow Metal : Per " Exterior Finish . " 7. Wood D9,rs. Exposes. Cabinet Faces, and O.ak Base : a . Stam Coat : 1 coat Miller W-700 Series st.air. . b . Second Coat : 1 coat Miller 1201 clear gloss varnish . C . Finish Coat : 1 coat Miller 1205 satin varnish . 8. -�inet Interlora•,- Cabinet Shelving, Other C,=pjnet Item Not Exp(:)sed!.o View: 1 coat Miller 12JS satin varnish . Pr efiricj Materia e and-Equi pment Pe f i n 1 sh DIV 9-4 T surfaces damaged betore , during -.:,d after installation as. directed and as approved; use hea ,y duty plastic enamel . ' Finish ,s to match existing on equ pment . Prime if necessary with metal primer . G. APPLICATION: Apply all painting and finishing materials in accordance with the manufacturer's directions. Touch u- all work . leaving even appearance with no visible applicat . on marks. All finish trims and corners to leave clean edges. straight lines. Correct any painting reiated damages by cleaning, repairing or replacing and refinishing as directed. H. EXTRA STOCK: Deliver to Owner extra stock ca minimum if one gallon of each paint stain used) . END OF SECTION DIVISION 10 SPEC:ALTIES ; : TOILET ACCESSORIES A. PRODUCT DATA : Submit copies of manufacturer s product data for each type of accessory . Indicate mounting method. finlshe:; and other options selected. B . S.HEDULING: install accessory items after painting work Is t7ompleted within each work area . C. ACCEPTABLE MANUFACTURERS: Accessory Specialties. Inc . . American Dispenser Co. . Bobrick. Washroom Equipment . :nc . . Bradley Corp . . EMCO, Hal '. Mack . Di, . Nutone 3�x^vl , l , Charles Parker Co. . Scott Paper Co. . Tubular Specia'; t: ies. Mfg. , Inc . . U .S. Boras: & Chemical Corp . or approver. 0. ACCESSORIES: 1 . Mirrors Without Shelves: NO. 1 quality -i" i glass. in sizes shown , polished edges. 2. Grab ?ars: 3corick :3-:550 1-1. 4" 0. 0. sizes as shown , stainless steel . satin , concealed mountincs. a. 7'g� iet Pacer Dispensers: Bobrick B-C89, surface . stainless stee . . 4 . P.BLp r 30crirk B-Or 2, s' ainless ""OILET PARTITiCNS: Embassy G; obal ;overhead or .:?.� L. 1 or approved. Color to be selected by Architect . ::ISTALLAT I C11: 1 . Provide solid bac�-. ing for surface mounted :kccpssorles. Instal'. in locations lnaicatec or, �rsw'. *o5 e.nn .as .. directed by architect . ,eri `.'. : oca- . ,n with Architect when ina. c3tea local irn is rO-. 3. Mount accessories at heights re.ommenoea b', manutic- turer and as Indicated. 4. Where possible . mount &ccessorles '.'Or nanc:ic.�paed 3ervict? at lot :^ore than 40" from floor of each accessory . END OF SECT I t;N IVISIONI 15 MECHANICAL 15:1 GENERAL MECHANICAL PROV:aIONS The mechanical system is to be bidder designed to meet drawings and specifications. A . FIELD MEASUREMENTS: All measurements shall be verified at the site . The existing conditions shall be fu: iy observed before beginning work hereunder . and the work hereunder shall be fully coordinated with the existing conditions observed. Variations apparently necessary due I to existing conditions shall be matte only on approval of the Architect In writing. B. GUARANTEE: 1 . The Mechanical Contractor shall guarantee ail materials. workmanship . and equipment provided under this Division for a period of one ( 1 ) year from the date of final acceptance of the entire project he she shall repair or replace without cost to the Owner, any of the equipment or systems installed under this Contract showing defect providing said defect is du•e to imperfect material or wor<.manship 2. It shall be the responsibility of me Contractor to determine the cause or reason for the malfunction of any system or item of mechanical equ : pc,e t during the guarantee period and to pr:.%: ; ae al : service cr maintenance related to or resp , " . -,a from said malfunctlon as required to correct `h,3 problem promptly . 3. Transfer of this respons:r, * , 1 . -i in..ocontc.acr.or or a manufacturer anrx cc his representative wi : i not be acceptabie . C. DATA. SHOP DRAWINGS AND APPPOV,AL ,: 1 . Drawings Required: Submit manufitc4urers data and shop drawings as noted to the Archltect for review and approval . Drawings and items requlrin,a submission are as follows: Plumbing Fixtures Water Heaters Oas Furnaces Gr : lies. Registers ana D1 'fusers Exhaust Fans- Plumbing ansPlumbing Floor aria Site Parti and Pipe 3. ::e'= DIV 15- i HVAC Floor Plan . Diagrams, Details, and Specs 2. Submit HVAC load calculations for approval by Architect . D. CODES AND REGULATIONS: 1 . Furnish specialties and make mechanical Installation in conformance with applicable codes and regulations. 2. Ductwork . Fire Dampering. Duct Specialties: National Fire Protection Association Bulletin 90A. .3. Gas Piping and Appurtenances: National Fare P-otection Association , Bulletin No. 54 , special re,,ui ,ements of Northwest Natural Gas Company . -4 . Rational 'Codes: Life Safety Core. NFPA 101 Oregon State Building. Mechanical . and Plumbing Coaes. National Electrical Codes 5 . Fire Protection : Uniform Fire Cade National Fire ?protection Assoc . b. Where requirements of specifications exceec Code or regulations requirements. specifications govern . Notify Architect of any materials or apparatus believed to be inadequate , unsultable . in Violation of laws, ordinances. rales or regulat ;or.s of authorities having Jurisdiction . E. PERMITS AND INSPECTIONS: 1 . All permits will be obtained by the Contractor and paid for by the Owner . Request , arrange and schedule required Code Inspections as work progresses and at final completion of the work . Deliver copies of Inspection certificates to the Architect . F. OPERATING AND MAINTENANCE INSTPUCTIONS: 1 . Assemble three complete sets of data related to operation , maintenance , and repair of mechanical equipment and systems. i 2. At the completion of the Proiet,-t , assemble key mechanics, subcontractors, vendors. ` actory representatives and similar personne ' requ ; ced to explain all facets ma l n t en anCe' and per _ tions of the instal heti systems ro, ►hp 11*fr,'i;e personnel . DIV 15-21 EMPRALWIM G. PECORD DRAWINGS: Maintain a set cf bl ,acrllne prints of the building plans for the duration of the Contract .and mark a record of the work av installation progresses. Locate all buried or concealer piping by actual dimensions from walls, center I !-es, etc . H. WORK LAYOUT, COORDINATION, AND RELATED WORK: 1 . Review Architectural Drawings and Specifications and become familiar with the building cons=truction and finishes, the work of other trades, spa�_� available for mechanical equipment .and instal : at: ion , and obvious interferences requiring special attention . 2. Coordinate the work of the varices mechanical trales with the work of otner trades -and subcontractors to avoid interferer . -s between piping. ductwork , equipment , architectural . electrical , and structural work . I . TEMPOPARY HEAT AND PLUMBING: Temporary heat ana plumbing shall be supplied and called frr in the General Conditions and, or in the General Requirements. n1r units shall not be operated unless respective air, filters are 1r. place . The responsibility for the cleanliness of the air ducts, providing and changing of the air filters prior to adJustment is a part of this Contract . 502 PLUMBING A . CODES AND STANDARDS 1 . No plumbing fixture , specia equipment , device or piping shall be instal ; ed which will provide cross-connection or inter-connection c.etween distributing supply for' drinking water cc domestic water and polluted supply or waste ( such as drainage system or soil or waste pipe) sc as to make possible backflow or back-siphonage or se,aage or polluted .later into potable dater system. 2. Where possibility of bacL -sipnon,age exis.:s, water supplied to fixture or system shall be introduced through suitaole vacuum breaker or reauced presRure backflow device at Code requ ; re minlmum (,,4.i .:_3tance above floor . B. PIPE AND FITTINGS sha11 cnnfarm to app, icab e A!,"): and AWWA Standards referenced for `.!`c_�? proc:Ur`s. C. PIPE, FITTINGS AND SIALVES: Sol ! and Wd Lsre Piping wi *.h .:. 'wp- 3u :Ing Dill, S- ■� s s s Underground: Service weight no-hub cast iron pipe with stainless steel couplings and neoprene gaskets or service weight "Ty-Seal " hub and spigot r;ast icon pipe . Aboveground: Schedule 40 galvanized steel pipe with cast iron drainage pattern fittings or DWV copper for sizes smaller than 2 inches and service weight no-hub cast Iron soil pipe and no-hub fittings for sizes 2 inches and larger . ABS or PVC plastic pipe may be used .at Contractor s option where permitted by Cede . 2. Storm Drainage Piping Within 5 Feet of Building: Above and Underground Piping: Ser•. ice ,eight no-hub cast iron sol ! pipe pith stainless steel couplings and neoprene gaskets . "Ty-Seal " hub ancu spigot cast son sol ': pipe may be used underground. ABS or PVC Plastic pipe may be �;-ad ,t C�,� tractor s options where permitted by code . 3. Sanitary Sewer and Storm Drainage Pipint1 .More Than 5 Feet From Building: Bell , hc:b, ana spigot concrete sewer pipe with runber-ring type .;oints. ABS or PVC plastic pipe approved at Contra::tor g option . 4. 'dent Piping: Underground: Service weight carat ir�:,n srni1 pipe with cast iron drainage pattern fittings or no-h,.,b cast iron . Aboveground: Schedule .40 galvanized steel pipe with cast Iron drainage pattern fittings or no-hub cast Iron for vents smaller' than 2-1. 2 Inches and no-hub cast Iron for vents 2- 1. 2 inches and larger . ABS or PVC plastic pipe may be used at Contractors option where permitted by code . 5. Domestic Wester Piping: Underground: Type is copper with silver solder or tilf �s5" ,joints. Aboveground: Type L copper wit's 05. 5 antimony cal der joints. DIV 15-4 ; . Catalog numbers stated for c) eanouts .and similar specialties are Zurn unless notea otherwise : respective items equal in design , style , quallt;✓ . and construction as manufactured by Jesam. Wade . and Jay R . Smith will be acceptable . Other Manufacturer3: Submit Substitution Request prior to Bid Date , conforming to requirements of Division 1 . 2. Cleanouts shall be located as required by the Administrative Authority . Cleanouts shall be same size as the pipe except cleanouts larger than 4 inches will not be required. Inside floor type shall have nickel bronze tops and wall type shall have stainiess steel covers: ceramic tiled floors shall have square frames, all other shall be round. Outside cleanouzs to grade shall be adJustable , vandalproof , and galvanized, and shall be Installed in a concrete yard box , Brooks 1-RT or approved equal . 3. Cleanout and Floor Drain Schedule : Floor Cleanouts. Hard Surface Floors: Z-1.110-2 all cast Iron adJus"able floor level c1eanout assembly with round heavy duty top . Flo,)r Cleanouts, Sheet V1nyl Floors: 140;;-7 cast ircn adjustable floor level cleanout assembly with s:;uare nickel bronze top . Top depression shat ; be covered with surrounding floor material bonded with waterproof adhesive . `call Cleanouts: 1440-4 , taper, thread countersunk bronze plug with nickei breeze square cover anC screws. =1oor Drain : Z-415 !.pith 7 - inch n i c I t)r•')nze "y pe " B" strainer , cast iron body . Floor Drain : Z- ?2V light duty with integral trap and backwater valve . Floor Installation in craw! spare and connected to storm drain . Wall Hydrant : '.-1310 .anti -siphon . non-freeze . E. PLUMBING SPECIALTIES: 1 . Trap Primers: Cast brass trap seal prliner :a1 %,e wl tt automatic vacuum oreaker ,. Josam 1.1635. Wade . Turn , Jay F. Smith or ' +r.d _1 Va ' :•e Compar:y . Traps: "No-Hub" cast iron draingage :raps shc11 be installeo when connections are made In No.-Pub rast Iron pipe . DIV 15-5 3. Supplies: IPS brass pipe with cast brass, screwed. bonded fittings. all heavily chromium plated. Spee:way ,, Kohler or approved. . . WATER HAMMER ARRESTORS (Shock Absorbers) : I 1 . Provide arrestors in accordance with P' umbing and Drainage Institute Standard PDI-WH-201 on branch supplies to each fixture ana where lnaicated. f 2. Size of arrestor shall conform to PDI-WH-201 . Verify incoming water pressure Uefore sizing. 3. Standard of Acceptance : Waae W5. 2urn D-1700 E Size No. 1CO3 Josam 1465-1 . ` G. INSULATION: 1 . Provide and Install a 1 Inch , one piece. multi - purpose preformed glass fiber Insulation with vapor barrier, Jacket on all above ground cold and hot water piping. Manville Micro-Loc 650 with "Ac"' Jack er or approved equal . H. INTERIOR PIPE INSTALLATION : 1 . Soil Pipe : Install piping of sues as required by Code : run direct , properly graaed aro concealed. .ram view unless written authority is obtained from the Architect to do otherwise . Grade horizontal soil and wash runs 1. 4 ln.h per foot where possible : 1 8 inch per fact minlmum fcr inch and larger , where permltted by Cede AutMorities, Verify actual location and rough- in he , ght of al fixtures from Architectural Orawings and Detai s. Make all changes in direction by appropriate use of :45 degree wyes, half wyes, long sweep quarter pends . 1. 6, 1. 8, or 1. 16 bends. 2. Vent Lines: Install vent lines as requireta by governing ordinances. Follow soil and waste lines connecring with such lines above highest fixture with proper f '. rtir;cjS. Bring vents together in one snack through roof whenever prjss:b1N . DIV 15-6 w Extend vents to 6 inches minimum above roof : flash and counterflash with no lighter than 4 pound lead flashing soldered to vent pipe in accordance win Code regulations: provide flashing shield extending not less than 8 inches in all directlons, mopped down making watertight installation . 3. Water Systems: Grade mains and runouts to drain at fixtures and provide drain valve at low points. Provide water service outlets for equipment. : cap outlets and leave ready for connections to equipment . Verify exact locations on .lob site . Water supply piping shall not be instal ; ed below or within concrete slab on grade . All water supply piping shall be inst. a? ; era on the building side of the insulation . Copper x 1 .p .3. drop ear fittings sha . '. :gip , . "sta' led or, all concealed pipe outlets. I . BURIED PIPE INSTALLATION: 1 . Pipe Support : Pipe support shall be continuous throughout the entire length of the pipe barre ', . All soft or uns`abie material shall be removed to a minimum of 13 Inches below invert . Peplace �Jith granular material with maximum aggregate size of 3. 4 inch . 'where hardpan . rock , or other hard support is er,aountered, support pipe barrel with a 4- . nch thio. Water Lines: ':he bottom of the trench sha' by firm and fine graded by hand to ensure continuous suppirt . Do not Inst it pipe supported on ' y by *^e coupli ;s. Sanitary Sewers: Bedding shall consist of supporting the pipe on thoroughly compacted granular oedding material , the depth of which shall be one-fourth ( 1. 4) the diameter of the pipe , but not ' ess th ,71 frac ( 4) Inches. After the pipe has been ; a : to ?rade and ; : ne . place additiona.i cgr_,r,ular beat:lno materia : around the pipe up to one-halt ( 1 2 , =: de d1ameter for the fu1i width of th Compact thi = adraltiona cedding m.atPr : a ' - _, - =aping, or other means. 2. Laying Pipe : Ir:Spe-,-t ; . pipe , nay :n .. . ° = Ns ::)e!ore DIV 15- lowering them into the trench . :.ower them carefully to prevent damage . Do not drop pipe , fittings, or accessories onto the trench oottnm. Begin laying the pipe with the bell or socket end uphill . Bells, sockets, or couplings shall not touch the trench bottom. Check each length of pipe for line and grade . using artificial lamps or sunlit and mirrors. Correct deviations In alignment . The interior of the pipe shall be rept free of all material . Including mortar . Joining material , earth . and other material . The amount of deflection of any joint shat . .rt exceed that recommended by the pipe manufacturer . 3. Peecover : In all pipe installations, cover the pipe hand with a layer of granular material which shall extend .at least twelve ( 12) inches above the crown of the pipe . The precover material shail be placed in a ers not more than six (6) inches thick , •..,ith each 1 ayer compacted to a density of nlnet:y-five percent ( 05%., of the relative maximum density . I J. CHLOR INATION: 1 . General : Upon completion of all tests and net;essary replacement . ail domestic: pater piping shall be disinfected as herein -specified. 2 . I T.eatment shall be conducted in accor.ance ,Ith the Washington State Board of Heal ti. requirements. Upon completion , Certlf '. cate of Compliance sh,� ' ', be sumbitted to the Architect . Remove all aerators and completeiy fl .jsh a', i sedl- ment from system. Clean aerators and reinsta: l . WATER HEATER: 1 . Wate: heater shall be residential quality . electric type as manufactured try A. 3rrith i Corr,nr -tion , Puud. Bradford-White State . c.r approved I equal . 2. Heater shall be glass-lined. %,lith tinned rapper h atina elements. and shall be apprri ea by the State ,if W-ler : na-t n and comply Wi *r A.,FHPA-c , latest requirements) . V DIV 15-8 3. Water heater shall be equipped with thermostat , magnesium anode protection . code-required relief valve , and foam insulation . 1502 PLUMBING FIXTURES: A. GENERAL: Provide neti, plumbing fixtures of the type herein specified, or approved, and of the quantity shown wi `.h all fixtures of one manufacturer . B. MANUFaCTUREPS: 1 . China or Cast icon Fixture-s: Amer:can-Standard, Kohler or Eller . Kohler numbers used as a oasis for selection unless otherwise noted. 2. Supplies .5nc, Stops: Speedway or equal . 3. Flush Valves: Sloan "Royal " , Coyne a., Delany " Fiushboy" or Waterous "Polaris" . 4. Toilet Seats: Kohler , Olsonite , Church or Beneke . 5. Fittincas: Moen , Chicago, American-Standard. Kohler . Delta or approved. 6. Drtnkino Fountain] Elkay , Sunroc . laws or approved. C. FIXTURES: The following list is to set standard -anis . Submit manufacturer catalog cut of any prc:pospr_: alternatives. Verify compliance of Installation with handicapped requirements. 1 . Toilets: a. Kohler Wellworth Water-llu3rd 1:-35nn-EB. White-elongated with flush tangy: . b. Kohler Hlghline Water-Guard 3528-EB. White-elongated with flush t3r.h: . C . Seat : Church 9500 NSSC heavy-dut , -._o, l .:a plastic white open frr_nt with stalnless steel hinge . 2. K Kohler Farmington K-2000 with K-6683 metal rim. White . 3. Lay . Facets: Delta single handle , model 520 with poi)-up , 4. Ur1na1 : Kohler Freshman K-41385-', Water-Guard. ( Siphon Jet ) 5. Flush Valved Sloan Poyal 186. 6. mer Fountain : Haws 119 OF- 1 . 7. Utility Sine. : Molded stone , Powers-Fiat °"aB-2424. hose and wa! l plate . 8. Utilitv Faucet : Chicago tic. 80"" with No. 369 handles. O. Workrcom Sink Single . - 1 '' deep . 18 gauge st !i1n ; ess steel . 3 hole , Elkay LP- 1p18 . Provide chrcme plated trap ,pith tai '. piece , stops and supplies. :rump 'up strainer . F.sucet , 4Pl to 2i ;0 , chrome . DIV 15-9 :503 HEATING AND VENTILATING A. GRILLES. REGISTERS AND OUTLETS, GENERAL: Floor diffusers to be ext,rucec aluminum, heel procf type sized to provided a grilled face velocity , of not more than 500 fpm or nc 35. Includes opposed blade balancing damper . "Krueger" model 1600 , or approved equal . Size as required. Coordinate color of diffusers with architect . Submit catalogue cuts of all diffusers and grilles to architect for approval . Return grilles " Krueger" or approved equal model 16CO surface mount types, secured In place with screws of same finish as outlet : furnish each grille and outlet with opposed blade , key operated integral volume damper , key operated extractor or fire damper with UL approved fusible link as required by application . B. DUCTWORK: 1 . Rectangular Sheetmetal Ductwork : Fabricated of galvanized steel sheets: metal gages, duct ,joints, stiffeners, and constructir_n for respective :sizes of ducts except as specifled hereunder shall be as stated in Tables 1 throuah 9, Chapter One , as contained In the 1983 Equipment Edition of the ASHPAE Hana000k , and SMACNA Low Velocity Duct Cons::ru(.:tIon Standards. Non-Metallic %� twork : Fabrlcated c�f one- '. nch thick , 5 pcf density , resin bended flcrcus glass rigid duct board with 3 mil (min . ) reinforced foil vapor aarri�-.,r , qualifying as Glass 1 , Air Ducts, UL 181 . NFPA QOA , and so labeled. Flexural rigidity shall be; not less than 800 EI . J.M. Micro-Aire M.,F 800 . Owens Corning, or .approved. 3. Non-Ferrous Preformed Ductdor4:. : J .r1. Rigld Round" , UL Class I heavy denslty premolced f :bergiass round duct , one-inch thickk walls, factory molded male-female slip fitting, fiL-e re:aistsnt aluminum pigmented plastic jacket . 4. Flexibip Duct : Preformed fiberglass spiral wound wire reinforcedflexible duct with vapor barrier jacket , fiber scrim cloth Interior llning, male-female sheet metal end rincs: for system pres�urp tc 2 inches W.G. : UL listed. 7hermoflex , Wiremold, C; evafle% , or approved. 5. Underground Ductwork : Fiberglass reinforcej Plastic or spiral wound sheet :retal wrappe.r., with two Layers or "ScotchwrapI tape : embed In minimum 4 Inches sand i th cant 1 ntlous vapor b.arr 1 er .a1 1 around. c.'.. AIR DISTPIBUT'C" •P°:"I?.: I :':Fa: DIV 15- 10 1 I . Duct Volume Dampers: Construct of galvanized stee' , two gauges neavier than duct materia., , arranged to provide complete shutoff : with Duro Dyne KS lever and locking quadrant . Damper blade locked to shaft ; if damper lever not accessible through ! ! ft-out ceiling, equip with Young 301-A, Duro Dyne SRC, or approved concealed regulator with cover finished "off-white" . 2. 'Turning Vanes: Tuttle and Bailey , Duro Dyne , airfoil section , accurately contoured. 3. Adjustable Extractors: Provide where shown or where scheduled: adilustable blade , multiple ::carved blades se` In runners. Blades shall not be loose in frame or free to vibrate . D. GAS FURNACES: 1 . Cabinet : Heavy gauge cold-rolled steel with interior metal liners and insulation ; with gas piping and electrical knockouts; up-flow or down-flow uesign as noted on drawings. 2. Gas Burner and Heat Exchanger Assembly : High efficiency burner and heat exchanger assembly having rated efficiency in excess of ninety-five percent ( ps%) ; power exhausted ancLor power vent . 3. Blowers: Belt-drive sulky blower with all parts mounted on a rigid steel frame secured to blower housing in resilient rubber mounts. ; . Controls Shall Include: Gas valve whim regulates gas flow, filters pilot, gas, and provides manual main burner and pilot shutoff : pre-w! red indoor fin relay with transformer . Thermostat shag : brt programmable . electronic , similar to Prostat. T5020 5. Filters: Hammock wrap-around one- inch thio impregnated fiberglass. 5. Manufacturer : Lennox G14 upf ! ow "Purse ' or approved. E. ROOF EXHAUST FANS: 1 . Weatherproof , low silhouette s-,mmetrir:al fiber- glass or aluminum cover . 2. Fan whee ! =hall be for•jard ajrvpd, bel ` drive with entire assmebly mounted :,n spri ^g isolators; statically and dynamically baIance,i. 3. `.;nit shall bear AMCA cprtifir3ti .:> ano metal DIV 15-11 I I I identification plate indicating manufacturer s name , cfm. horsepower , rpm. static pressure and size . t 4. Unit shall have built- in alscharge oackdraft E dampers and oirdscreen . F . DUCTWORK INSTALLATION: i 1 . Elbows, vaned elbow3, take-offs. branch connections, transitions, splitters. duct volume dampers, fire dampers, flexible connectors. and access r' doors shall conform to SMACNA Duct Construction Standards as hereinafter specified. �. Field Changes to Ductwork : Changes such as those required to suit the size of factor; faorirated equipment actually furnished shall be designed to minimize losses in pressure and performance due to sudden expansion and contraction . Transitions shall be used In field changes as well as modifications to connecting ducts. 3. Maximum allowable air, lost by leakage shall not exceed five percent c50-0 to tr'-e tcta' design air quantity . 4. Duct Supperts: Duct supports shall be not lass ' than two, one inch wide , 1. 16 irch thickk galvanized strap iron hangers spaced one on each side of duet In acoordance with SMACNA Low Velocity Duct Construction Standards. Supports an the risers shall allow free vertical, movement of the duct . 5. Ducts shall be supported and insra, led so as to be completely free from vibration under all conditions of operation . Supports shall be attached only to structural framing members or concrete slab. Supports shall not be anchored to metal decking unless a means is provided an approvea for preventing the anchor from puncturing the metal decking. '.there s•.°pports are required between structural framing rrembers. suitable Intermediate metal framing shall De pr!:)vided. Where C-clamps are used, retainer clips shall be used. 6. Flexible Air Ducts: Flexible air ducts shall be stretched to smonth out internal corr,..iaations and long radius elbow:; shall be used where pr)ssIble using minimum length. required to make cannectiars. Maximum length of :en feet . Juct,,✓ork shat I be assembles: air-tiaht :,o that no dust marKs from air leaKs show at connections or outlets. A. AA :'esS P;rie l _ Arr,,ess p,3ne i 3. shik sr- pr :s. , ded DIV 15-12 milWjtwlw IWI for all concealed valves, controls. dampers, duct access doors, an any item reqvlring inspection and maintenance . Access panels shall be as specified in Section 1.5050 Basic Materlais and Methods. ?. 'Inspection Plates and Test Holes: inspection pates and test holes where required in ductwork or casings for .air balance measurement shall cc)nform to SMACNA Duct Construction Standards . Test holes si,all be factory fabricated, airtight , non-corrosive `est hole with a screw cap and gasket . Cap shall, Dia extended through insulation . G. REC,'ANGULAR DUCTWORK: 1 . Fabricate and Install all ducts and plenums as necessary to complete respective systems: where several methods of duct constriction a:e specified. use either/or In combination at Contractors option . 2. Low pressure air supply ductwork : Construct of sheet metal and line Interior with acoustical duct liner : make all joints air, tight without benefit of tape or mastic sealers and in direction of air flow; cross break flat sides of a J ducts. Support all ductwork from overhead construction witn 16 gauge x 1 Inch strap hangers secured to duct ,,ith sheer metal screws and spaced 4' -C° o.c . maximum: inner radius of bends not less than elbow width whenever possible . Where ductwork is exposed above roof , Increase lining to 2 inches thicK minimum. 3. Non-metallic Ductwcrk : Construct of non-mettzlic ductboard using me�hcds and mater ! ais approved by Underwriter s Laboratories. and 1r.sr. , : ', anti reinforce ductwork accordlnr, tc latest puDiication of SMAC`1A Manual and Owens Corning Fiberglass : ^stallation and Reinforcement Brchure . Pijbi ic3tion No. 2-�-1t105308-A . Make longitudinal anti transverse mints with Jo: nt sealing mastic , with open mesh, fiberglass fabric or aluminum pressure sensitive tape applied In strict accordance with manufacturer s recommendations. a . Non-metallic ductwork shall be limited to con- cealed spaces and Installation In excess of 8 feet from any furnace . 5. Fxhaust Ductwcrk. : Fabricate of ^hee` meta: only , no interior lining unless shown otherwise . Construction .and installarinn same ,as specified for sheet metal ,ductwork. . H. INSTALLATION: Mai:e vol :, ne :damper, through lift -out D1 1V 15-13 ti le ceilings or , where not possiole , instal, ' concealea camper regulators. 2. Nake .all con ,ections tc air handling equipment . 3. install all cell : ng outlets, grllle-s ana diffusers. ;:>11] OF SECTION s C DIV 15-14 DIVIS1,O11,1 16 ELECTP..CAL 11301 GENERAL REQUIREMENTS Comply with the requirements of the National Electrical Ccde . Biccers shall view the site arid shall lnclude all ccsts Incurrec oy existing conditions in the bid proposal . Materials other than those specified may be .acceptr-c; providing 3 written request is submitted to the Engineer at least seven c T;orKing daye, prior to kid opening. The subcontractor is to submit a panel layout and circuit diagram for approval prior to ;proceeding with work . INSTALLATION REQUIREMENTS: Electrical plans are diagrammatic . Verify exact equ ; pment locations for all equipment . Coordinate with arr..hltectural and mechanical drawings and installations to avoid conflicts. All work shall be installed in a neat . inconspicuous, workmanlike manner . Conduit runs sr�ali be parallel 'o structural lines where exposed. Outlet boxes, fixtures _nd equipment shall be securely and supported. C1, t t i ng, patching and restoration of finishes oc:�<►s i cned by -n , s war% sh•a11 be Included in this .JrcK . Pest r_,ration shat ' be as approved by the Architect . The site shall be left clean and free of dirt am ^pnr ° s. Panels , fixtures, outsets and equipment shall be ! eft clean arc: free of foreign materials ara dirt . Panels, switches, distribution -,:An,ters and all controls Shall oe clearly and permanently labeled with laminated engraved labels. Where changes are made in existing pane ' s. distrioution centers. etc . , the labeling and schedules shall be ac.ura1'e : !Y cr,rrec`.ea to ref ect the changes. All wiring shall be installed in raceways except whe:-a other-,; , se specifically shown on the Drawings. (1UARAII T EE: Guarantee thr e1ec,t: i c a 1 instaI 13tIor, against al ' ::P!erts In materIBIs. equipment ano c,lcrh=m3nship , f,-)r nnt- ..,p=.r after the date cf ac:.eptance of *he .:or. . Defects sr ce prompt 1y 017 16-1 WO01111 RK, !Rf remedied to the satisfaction of the Architect at no .lost to the Owner . `TATER I ALS AND METHODS: Rigid gd! vanized or PVC conduit shall be used urdec?round. in poured concrete , and damp or wet locations subject tc mechanical Injury shall require rigid conduit . Elbows larger t,an 1 inch shall be rigid conduit . Electrical metallic tubing may be used in dry locations not su,,)ject to mechanical Injury . Raceways within six feet of the f1cor 1n passages, storage areas or whecv exposer_; to passing tca`fic are deemed subject to mechanic;a ! injury . Flex ble meta! conduit. Is permitter., where fished inro existing concealed spaces and where flPxibiiit.y is necessary . Surf.ac.� metal raceway , equal to Wicemold, shall be used in finished spaces where concealment, is impractical , ae directed by the Arc,i i tect . EMT connectors to be steel . zinc or cadmium coatted. factory pre- insulated. Conduit bushings to be heavy du' : lnsu ; area. Wire shall be copper , unless otherwise shown on the Drawings. No. 12 minimum size for lighting and power „se.a. i:n•_Jlatiun to be type TW. THW. THHN except where adverse conditl.j^a require other Insulation types. Aluminum wire of equal, capacit• may be used in size�o no. 1 or larger if terminated in :ompression fittings. Boxes to be four c -;) inch act agon.ai for ; ightIng out. ers an;j four ( 4) inch square with appropriate de . ice covers :or crevice outletz 1n concealed .•;ork . Wall switches for general use to oe 20 ampere , 2+- vc! t AC rated. quiet acting. Handles to be Ivory exvepr orcwn may be used in storage rooms, mechanical spaces an;l unfini:_hwd area. Duplex receptacles to be •ape.7ificaticn grade , equal to Hubbell Pa. 5252, Ivory In all finished areas. Device plates, stainiepQ -steel , :302 alloy , egt.:al to Sierra S-N series. Panelboards, circuit breaker type NLRB, bolted construrt :on . Equip wltn latches and ! ock:s. Provide cor',p ! ere , acc;;rjte , typewritten circuit schedules in each panel and engraved. indentifying namep ; •y.es pTirmar,Pntly attached. ';arel-jlytes `a be inside of flush panels. ECU I PMENT CC!lNECTT CNS: Connect a3 7h item of ^irate an i .3 i f.)r other t , pegs 1`. egii I prr.ent ' P SM, I shown on the Drawings, providing all power requirements. Verify equipment electrical requirements prior to coughing- in ordering panels. StarteUs. contactors and running protection equipment to be provided with the equipment . This work shall include mounting and airing. Furnish all code required disconnects under this work , whether specifically shown or not . Control devices and control wiring will be furnished and installed under other work unless specifically ca led for on the electrical drawings. 1602 LIGHTING FIXTURES: Provide a typical lighting fixture complete with lamps. at each lighting outlet shown . Fixtures shall be adequately supported with a safety factor of four . Flxtures shall be stabilized or locked into place to resist seismic forces. Fixtures shall ali be clean and in proper operation at the time of acceptance of the work . Fluorescent ballasts shall be CBM labeled. cool operating type equal to Advance Kool -Koil II . Outdoor fixtures and those ,ubjer_t to low temperatures shall be equipped with low temperature starting ballasts. Lamps shall be furnished with each fixture . Incandescent lamps to be inside frosted. or special types required by the fixture . 120 volt rated. Fluorescent lam s shall be 40 watt . .rapid start , un I ergs otherw l se requ i red by thf- f i tune . F1 uorescen t 1 amp col or sha 1 1 be that selected by the Owi;Pr .. FIXTUPE SCHEDJLE NOTE: Provide approved shielding above ceilings for one hour rated ceiling application at all recessed fixtur-s. TYPE DESCRIPTION 'IOTES A Recessed grid troffer fluorescent fixture , 2' x 4 with 2-f40 T- 12 warm white lamps. Thermally protected, resetting class "p" , hpf ballast . 100% UV-stabilized K-12 acrylic . 125" thick lens. Lithonia 2 GT-240 or equal . Simi 1 a to Type "A" except i x 4 1 amp . DI`1 16- --_ C. Llghtol ler NO, 7055 wit,i 200 W A-23 lamp (clea, alzak ) Prescolite No. 1225-462 Kurt Versen No. C7323 D Re_-essea ce 1 1 1 rig f I xture A-21 lamp 150 W Exter 1 or Keene Pointline; LD round controlens ; 1 " , soffits. clear alzak reflector U.L. listed '-or damp location use . (Or approved equal ) E Fluncescent cove lighting. Sed details. F Wall sconce , steel with satin white finish . Three concentric ring StYle ,11th 100 watt, A-19 lamp . Lightolier 40993. Mount 6 -0" above floor . G Porcelain key ' ess lampholder !lith pull chain or switched as indicated. 100 W lamp . H Incandescent ceiling fixture . Lightolier 6626 , 75W lamp , or approved. I Pound rec,�ssed incandescent downlight with specular black alzak cone . Lightolier 7054-A2. J " J" box with white cover plate . K Guardco 250w HPS Type SJ ( Square Dist n ) 10" housing Ballast : 240 v . 1 phase , fused Config. 1 Lamp : 250 watt HPS BPF (or al,,pcoved equa i ) 16 h i gh pole .4" .round conc . oase Fixture mount Height : 18' L Guardco 250 W HPS Same a3 A Type FM ( Isometric ) M Landscape 11p1ights: Allow#'20000 per t: lxt�:re . N Recessed almable for sanctuary , altar, area . Lightol ler #77"6-A0 with 250 PAR '9. TH ! ,:imp Kert Versen #D1424 . ER Self-contained dual head emergency lighting unit . 4U minute recCiargeable maintenance-free bettr,y . Dual Lite EZ-2 . Dayhrite cc Sure-Lite or approvea equal . aa� �■e rwr wr � � �r �r L EX Type E;_ Universal mount exit sign , with self-contained 90 minute battery back-up , maintenance-free lead/a--id gel battery . Green letters on white background w/ directional arrow options . Dual lite E.::-:-GWW- WEP, Daybrite or Sure-Lite or equal . Dimming Prescollte 100-120V incandescent slide , pre- I,.,,ory finish Controls set No. P series or approved equal . Add f : oor fixture . Surface mount corridor fixture . END OF SECTION A R C H I T E C T IY1.1'/N`/'.�iN{'ll•-Mi1.IJ1. IN)\ 1141 k1i 1111ni.1WC-11111JO-123 .>Ila O40 141,71 JOB MEMORANDUM: Project: Our Redeemer Lutheran Church Job No. : OR 8903.6 Subject: Temporary U ;a Application #TR-90-0001 City of Tigard Daae: *larch 26, 1990 Dear Bob: As requested by your office we are submitting a copy of our application to the City of Tigard for a telrporary use permit to facilitate the construction of a smal_I Lutheran church. The permit is needed to temporarily allow RV's vc park on the job smote in order to house the "Laborer, For Christ" construction crew. Please refer to the attached letters frcm the owner which describes their intentions. Your request has come through Mr. Brad Roast at the City of Tigard. if you have any questicns do not hesitate to call . Please copy your response to both our office and to Brad Roast at the City of Tigard. Sincerely, Brad P. Cornwell Office of Roscoe Lawless jct/bcp Enclosure cc: Brad Roast, City of Tigard OR8901.8S 7 NE CITY OF TIGARD Washington County, Oregon NOTIC-E OF FINAL ORDER - BY HEARINGS OFFICER 1. Concer:ii.ng Case Number(s) : CU 89-07 2. Name of Owner: NW District of the Lutheran Church Name of Applicant: Our Redeemer Lutheran Church 3. Address 7100 SW Hampton. St. S-121A City Tigard State OR Zip 97223 4. R-4dress Df Property: __Near the northeast corner of SW 135th Avenue and SW Hart (Franklin) Street Tax Map and Lot No(s� . : _2S1 4AB, tax lot 4700 5. Request: A request for conditional use approval to allow the construction of a church in an R-4.5 units/acre) zoning district. ZONE: R- 4.5 Residential, 4.5 unit acre 6. Action: Approval as requested —X _ Approval with conditions Denial 7. Notice: No•:ice was published in the newspaper, posted at City Hall, and mailed to: _.X The applicant and owner(s) X - Owners of record within the required distance X The affected Neighborhood Planning Organization X Affected governmental agencies 8. Final Decision: THR DECISION SHALL BE FINAL ON Februarl23, 1990 UNLESS AN APPEAL IS FILED. The adopted findings of fact, decision, and statement of conditions can be obtained from the Planning Department, Tigard City Hall, 13125 SW Hall, P.O. Box 23397, Tigard, Oregor 97223. 9. Apeal: Any party to the decision may appeal this decision in accordance with 18.32.290(B) and Section 18.32..370 which provides that it written appeal may be filed within 10 days after notice is given Pnd sent. The appeal. may be submitted on City toms and muot be accompanied by the appeal fee ($315.00) and transcript costs (varies up to a maximum of $500.00) The deadline for fi lf.nq of ar. appeal is 3:30 p.-,3. February 21,__A990 _ 10. Questiona: If you have any questions, please call the City of Tigard Planning Department., 639 -4171. bkm/CU89-07.BKM r I�r BEFORE THE HEARINGS OFFICER FOR THE CITY OF TIGARD IN THE MATTER OF THE APPLICATION) for conditional use approval for) No. CU 39-07 the construction of a church; ) Our Redeemer Lutheran Church, ) applicant. ) The above-entitled matter came before the hearinj s officer at the regularly scheduled meeting of February 1 , 1990 , in the Town Hall Meeting Room for the City of Tigard; and The applicant requests conditional use approval to allow the construction of a church, on property zoned R-4 . 5 ana R-25 , and described as Tax Lots 4700, 12900, 13000, 13100, 13200 , 13300 and 13400, Map 251, Section 4AB, City of Tigard, County of Wash- ington, to of Oregon; and The hearings officer conducted a public hearing on February 1990 , at which time testimony, evidence and the planning department staff report were received; and The hearings officer adopts the findings of fact and conclu cions contained in the staff report, a copy of which is attached hereto, marked "Exhibit All and incorporated by reference herein; -i n d NOW THEREFORE IT IS HEREBY ORDERED that CU 89-07 be and hereby is approved, subject to the following conditions: THE FOLLOWING CONDITIONS SHALL, BE MET rRIOR TO ISSUANCE OF A BUILDING, PERMIT: 1 . A revised plan shall be submitted which provides 1 r W W W W W W sw information on proposed parking area lighting and provides for walkways between abutting public sidewalks and the entrance to the proposed church building. A revised landscaping plan shall be .submitted which provides for additional low level landscaping for the purpose of blocking the effects of automobile lights and which also pro✓ides information on the type of ground cover to be used as a temporary cover for the northern portion of the site . STAFF CONTACT: Jerry Offer, Planning Division (639-4171) . 2 . The applicant shall submit an approved plan and cost estimate to construct a 5 foot sidewalk and the driveway aprons along Franklin Street and 133rd Avenue including the curb return to 135th Avenue. STAFF CONTACT: John Hagman, Engineering Divi- sion (6331-4171) 3 . Construction of proposed public improvements shall not commence until after the Engineering Division has approved public improvement plans . The section will require a 100 percent performance assurance or letter of commitment , a developer- engineer agreement, the pa,,ment of a permit fee and a sign installation/streetlight fee. Also, tie execution of a street opening permit or construction compliance agreement :.,hall occur prior to, or concurrently with the issuance of 3pprnved public: improvement plans. STAFF CONTACT: John dagman, Engineering Division (6.39-41.71) 4 . The applicant shall 1.rovide for connection of proposed buildings to the public sanitary sewerage system. A connection permit is required to connect to the existing public sanitary 2 v�►�' I!E It t � � 1� � sewer. system. STAFF CONTACT: Brad Roast, Building Division (639-4171) 5. The applicant shall provide for roof and pavement rain drainage to the public stormwater drainage system or by an on- site system designed to prevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast, Building Division (639- 41-71) THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PER11IT FOR THE ADDITION: 6 . Proposed landscaping materials and other• site improvements shall be install_d in conformance with the approved site plan and landscaping plan. STAFF CONTACT: Jerry Offer, Planning Division (639-4171) 7 . A sign permit shall be obtained form the Planning Division prior to erecting the proposed freestanding sign. APPROVAL SHALL BE VALID FOR EIGHTEEN MONTHS FROM THE FINAL DECISION DATE. DATED this � _-� day of February, 1990. HEARINGS OFFICER APPROVED;- BETH 3 00-01111 1111111 1 Ff )9c) .2 to cl 1 1 � �-MAAOA r ` 1 t1 ee�v� �►.t�� z. c. � t--'KC-C-V h c0 VAS �W 2A- ` c�C- VC, � �J t kJ 1 of ,n o Lc�p z.v�c� L i v\ti� �ct:�..�.�- t,l h•��`� ��e. v�M�r-cyvc',wtc-��s V\l CAA se e_ U��C - I � 1 N N ■ \ti Com+.\• ?�v\C� �,.0�� ©��t r �j�:��h-d�,� ,� �.. v e `D, 5 `rl-v\ � J �Qk�ldi nRvvt�� 5`�l�,t_\z�G s �""�\i� V U_�,�•2iV\C 1.t,11` 1�j� W t'�ti V�C�.`c3 V.►�\'ri� '�� 1 ` r�PsN 1 �e.w o�- �t�r..e\r � � •�.c,. \ a.\�.�� s \�+n.c� zs -r e. vv1:2 de w\lv�% t)Cr- A- -2AAcQ�) S\no,.�`� 10� w e�d VCAUV%A(� ave o be- �a 1/ CITYOFTIFARDi3125.SSTkxwd 0-0on 97223 m23 97 PIAN CHEXX AFPIICATIOIJa.oo«2�vr PIAN CfT�QC # COMMUNITY DEVELOPMENT DEPARTMENT (55 )639-4171 DAZE IS50111 JOB ADWJESS: i'. '�y'y '. 16u e.— /� TAX MAP/10r 2", i 044,0-0,1,-76 SUB: i0r: LAND USE: - VAI. . ON: Pte? OF: -- AJ)EPESS: LAST REISSUE: FIAOD PIAIN/ — Sk 31TIVE: LAND: PHONE: APPIU7ALS RBZLffQD COMRACrOR PLAPPTM: NAME: ^- _ _ — ArJCPES.S: FBM DEPT PIUNE: _ _ rrEHS_lam BUIMEFS BOARD 1: — _ EXP DATE: LI.S'r/: . BUS TAX: AR(3LEKINEER CAIACUUTIONS: _ — NAME: TRUSS ❑r.-rwrr S: ADUZa;S: T ----- aim: PI ME: CCK4EWS: I PUMM: MrX H: PF14ITr f ACCT f DES21M, ON ANDUffr AMOINF PD. BAL. WE __-- 10-432 00 Bui.ldinrl Permit Fet--. 37S��(� 10-431 00 Plimtbirg Permit Fees 10-431 01 Merlianical Permit Fees 10-230 01 State Building Tax (5%) S Bui ldirxg -- _ Plumbing Mech 10-433 00 Plans Check Fee Building -- Plumbing -- _-- Mcch 30-202 00 Sewer Connection 30--444 00 Sewer IntVectian 51-448 00 Street System Dev O arge (SDC) 52-,449 00 Parr Systr.3o Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (.SDC) 1.0-230 06 Fire REIC A.PPISCANP R xceived By: _-- _ -- _— Date Reoeived: e'/3587P.WPF CITY OF TIGARD PLUMBING PERMII 13125 SW HALL BLVD. F. O. BOX 23397 Applicants must hold Oregon Registration to conduct a plumbing TIGARD, OR 97223 business or must be l .operty owner/operator nun hiring outside help. o Name of Devebprtront ('S 0 3 639-4175 1-i`� o— a9 ry�PPislc /�4f�ie�I2arr C /1 _� - Plumbing Permit No. Address Doscnpbon ORS 814 214310 QUAN. PRICE MAT. Job Tax Lot Map.No. -- - ------- — Address FIXTURES _ Block Subdivision ----- - /r. Sink _l - 7.50 --�- Name or name suness lavatory 7.50 _ Tub or Tub/Shower Comb 7.50_ aurg esu — Shower Only - 7.50 Crtvner Gty/Stele — - Zip -_-- Watergoset _ 7.50 Dishwasher 7.50 Pfhone Garbage Disposal 7.50 Namo - Wasl-Ang Machine -- _- — 7.50 Floor Drain 7.50 rQ ilirgss - J -F'honel WaterHAater --_ 7.50 Laundry Room Tray - — 7.50 Occupant City/Sesta - ----- Zip _ _ -- - Urinal 7.50 �,•,� arae —done -- Other Fixtures(Specify) -' --- 7.50 7.50 ' �G Phone - 7.50 Coctor CltylStele -_ Zip _--- --- - - 750 rttre _ MISCELLANEOUS Tax No sower-I st 100' --- 30.00 State s. a tele - n )of- s IIus�:ic�dn S n+er ea.Addit 100 - 15.00 (Resdenbal) Water Service 1 st 10020.00 1 tW by acknowledge that I have fexd this application,tial the inkwmatkin water See.xx+ea.Addi1"' _ 15.00 given is correct dial l am regictered with the State Builder's Board.aro,also Skim&Rain Drain 1 st.100' 90.00 haw+a State Pitsnblrg Moine that b*,numbers gh'en are corms.that all - phnnbing work will be done in accordance with applicable prchvicirhns of Ofe Storm&P ren Drain AddA.100' - --- 15.00 got Revised Statutes ChkAers 447 and E33 and epokybte codes and thal Mobile Home Space 25.00 no help will be employed unless lienees under ORS 683 (t exempt hofn -- State registration,plea""mason below). Bade FlowPrevariion IK)MLOWNERS-1 hereby oertfy that 1 am to owner of the prOl)CdY d►- Device orAnti-Pollution Dev" ---- 7.50 scribed Ehm",at which location I pfopme W mrke a pbxnbhp 11FMISKAOL-N r fa' Any Trap or Was1a Not my own tae and tib property is not being coresbucled for sale,lease or rent rorrwl:sd M a Fixture 7�a - Glitch Basin —� --- 7.50 - Inap.of Exist.Plu rbnv I 40.00 Per Hr _._. ---- ---- Specially Regw abed Inspections 40.00 Per Hi _ Ahm.of Pkxvt*g wMfnMn -- -- 4 - -- --- an EYdethg Mdf_ 15.00 min - - -- --- --- - -- _ - - New Bldg.or&Nd.Add!ton 25.00 fnln AUTFIORIZED SIOh1ATU7E ()ant .— - .- --- ---------- Il (tidll�r 11JTa1e f�lm-lly --- _ Describe work new'Q addition Q — o tereton E] repalr f 1 dpll wiit3 -- 15.O L t2be done reskhmilial(1 non•rasWentialf-j (xtitf w use o1 txAklklra cx pfofxhrty _- _ _--- __-- SUB-TOTAL �. , Ira ow u"of 5% SURCHARGE _ ,Si fxdlt*Vcxpl0t-1y 25$ PLAN REVIEW S L �r J Tres pwTv*becomlo es rd and veld«work a oonatrtdkrrn arahod"Ofl Y 1101 Com kf ( TOTAL / menced w •Jn 100 4taya�or Mxr rtsbuction a work/t elrapprlad or abrrxkxned kx a pedod el 190 days al any snw ow work b oortrnanmd eftrw.OONO(Txwa ---_-- ORIA lnsirot by - � 'ww w0000 wwwes �r LEE LOEBE h VAC INCORPORATED (503)2394822 y FAX(503)239-6555 k 315 S.E. SHERMAN PORTLAND,OREGON 97214 { d SING 10 ICAT101 ' .yam irMl A lot AMETAf; Vwr� CITY OF TIGARD MECHANICALPERMIT Receipt# Permit#/I��-1��'Lt�� Description City of Tigard ble 3A Mechanical Code 011y PRICE AMT Ta — - 13125 S.W. Hall Blvd. 1) Permit Fee -0- -0- 10.00 P.O. Box 2.3397 PEA0V ✓ AF& — — Tigard, OR 97223 2) Supplemental Permit 300 639-4175 Furnace to 100,000 BTU - 1) incl.ducts&vents - 6.00 Furnace 100,000 BTU + - `�) incl.ducts&vents 7.50 Name of Development 3) Floor Furnace 6 OU f �- 1- (J R-C t-( - incl.vent -- Job Address - Suspended heater,wall heater Address I ?_2 S(o S.W, 13S �' `t M1 4) or floor mounted heater 600 13 as D Tex i-ot 't 700-t a n Map No Vent not incl.in I�too 3.00 -ee-400 Lot Block SubdiviclunAg 5) appliance permit --_ — Name(or name of business) Repair of heating,refrig., 6) cooling,absorption unit 6.00 Melling Address Phone 7 Boiler or comp to 3 HP — Owner VA 6 ) absorp.unit to 100,0_00 BTU 6'00 ctrytstafe Zip Boiler or comp to 3 HP..15 HP 8) absorp.unit to 500,000 BTU 11.()0 Name r Boiler or comp 15-30 HIP �) absorp.unit 112-1 million 15.00 Mailing Address PhoneBoiler or comp to 30-50 HP r- f 2�t�t! 10) absorp.unit I -1.75 million 22.50 Contractor (Ally/slate Zip - Boiler or comp to 50 HP — - I ,Rtr t� t�t� "� )L 11) absorp.unit 1,750,000 BTU 31.50 State Registration No. City Bus.Tax No. 12) Air handling unit to S _ 10,000 CFM 4.50 I hereby acknowledge that I have read tills applicatior that the Informallo^given is 13) Air handling unit 7.50 anryct,filet I am the owner or authorized agent of the owner,that plant.submitted are In _-- 10,000 CFM i — compliance with State laws,that I am registered with the Stale Builders'Board,that the Non portable — - number given Is correct (If exempt from State registration please give reasor below). 14) evaporate cooler 4.50 15) Vent fan connected -----... 3.00 to a single duct - - --_ Ventilation system not 16) inclurl9d I• appliance permit 4.50 Hood:3erved by 17) mechanical exhaust 4.50 Signature(owner or agent) _—_ Dale Domestic type Describe wori, f 1 addition f ) alteration I I repair I ) 18) incinerator 7.50 to be done_ residential [U -non-residential (d_ 19) Commercial or in&.'tial type incinerator 30.00 Existing use _ yp building or prope,. _ _ Other i.e.,woodstove,water — Proposed use of /J 20) heater,solar,clothes dryers,etc, 4.50 building or property_ !1/L//% --i 21) Gas piping one to four outlets 2.00 Type of fuel- oil natural {tas U LPG (-1 electric F1 - -- - 22) More than 4-per outlet NOTICE _-— — — SUB-TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- -- -- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 — S&10 44.SURCHARGE DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL c/ ) ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER - ---- WORK IS COMMENCED `— TOTAL 4; Special Conditions - -- - --- - -- ----- — ----- - Date I&3ued--------- -by