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14325 SW 112TH AVENUE ADDRESS: Pot al G n.. F-- Un F— C-0 J Cr.^. la (:lrecordsVnicrofim\target,Y)uiiding.doc i CITY GF TIGARD SIGN PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PE:Rih 17 #: �7,GN9 -016 ;J,25 SAN Nall Blvd.Tigard,Oregon 97223.8199 (503)539-4171 DATE_ ISSUE"D. . . . : 11/17/9; EXPIRATION DAI C: PARCEL.. . . . . . . . . . E'S 1 .1 ZONE. . . . . . . . ... . .. H-4. S BUSINE.GoS NAME— FIRST CHURCH OF CHRISTIAN SC i EN r I ST , IGN L.00ATION. . 14325 SW 112TH A'IE gPPI-I CANT/AGENT: FIRST CH. OF CHRIST, SCIENTIST BUSINESS TAX NO: SION; PERMANENT FREESTANDING ( ) FREEWAY ( ) 1*01PORARY (X) WAIL ( ) ELECTRONIC ( ) OMER ( ) BILLBOARD ( ) BALLOON ( > G I G7 - D I MENS I ONS. . . . . . : 21 X 3' TOTAL SIGN ARE=A. . . . . . ; 12 sq. ft. WALL AREA. . . . . . . . . . . . . IA sq. ft. WAIL. FACE (DIRECTION) : N SIGN l-17IGHT. . . . . . . . . . : 17.1 ft. PROJECTION FROM WALL. : 0 in. ILL.UMINAT ION. . . . . . . . . : NON DESCRIPTION OF SIGN- Temporary sign permit MATERIAL . . . . . . . . . . . . : EXIS71NG SIGNS. . . . . . . : 0 ELE=CTRICAL PERMIT REQUIRED: N BUILL)ING PERMIT REQUIRED. . : N ADMINISTRATIVE (:_XCEPIIONS. : N/A PERMIT FEE: i 0. 00 APPROVED BY: r•- PE.RMI IT SI AT - -� DALE r 11 /17,195 J JPvptIN TUALATIN VALLEV FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE 4R gGO�' r (503) 526-2469 POSTED OCCUPANT I $ �' �bl v� v� o { ` I:� (� �► C I lr1 � CONTRACTOR BLDG. PERMIT d6 PROJEC'" NAME _ _ PLAN REVIEW d� LOCATION JURISDICTION: 1= Be. 2= Du. 3= R\. . 4= T . 5= Tu. 6= Sh. 7-= Wi. R= CC 9= WC 0= MC COVER FNA ' (r'SPE AL ) FOLLOW-UPIREINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Undergrourid) El r Alarm System ❑ Hood' Extug Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other j I .. ILI, 4 rV S ' _J Date: Inspector; �/ •� 1 k ;�is CERTIFICATE OF CITY O F T I GAR[ PERM I T OCCUPANCY BUP)I COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard,Oregon 97223e81199 (503)639.417, DATE 1SSUEI1ii 04/13/93 I:- i�!DDRE5:�). . . : 4.,`;325 325 SW I I-C'TH AVE PARCF. VISOIZIOXX0000' 3UBIIIIJISION. . . . : ZONING: iiL.OiCK. . . . . . . . . . 3 LOT. . . . . . . . . J --ASS OF WORK. vALT TYPE OF USE. . . : REL OCCUPANCY GRP. zA3 OCCUPANCY LOAD: 218 rT-r-l(1,rJT NAME. . . IFIRST CHURCH OF CHRIST SIC ENT. m,_;kr i(F,: F i n i s h interior w it I I si r)av,t it ions, t .1 t rms exits aii per Owner: l:' fRST CH. or., CHR ls-f, SCIENTIST 1.4325 SW 1.12TH ()VENUE r1GARD OR 97224 F)hcine #: 244-259P '-FINTI�ACTOR NOT ON FII-E !.-4hone Reg #. Occup,-Ancy of the above refer- enced building is hereby given, ,and c=ertifies :17rA .1 n n qv compliaw-e with thp A' e Of Orel; Specialty Uodes for the group, iccupancy /all . use Und V'5�Zich the referenc:ed permit was issued. F'I E �IEPARTME N1DING AINGI.-)E T' BUILDING OFFICIAL f-IOST IN CONSPICUOUS PL()CF trl n INSPECTION NOTICE / e� 3 7 S Citi of Tigard Buildinq Departatlpt 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Lire (Rec-O-•Phone): 639-4175 Business Phone:(;�4CM Impactions Footing Plbg. Underalab Mech. Rough-tn Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. P.bg. Underfloor Water Line Gyp. Rd. -Neth. Date Requested: I/_124 ._113 _Time: AM _._PM Address: Builder: _ THE FOLLOWING CORRECTIONS REQUIRED: ly Of) - 2/ - 7 Inspecto Date: �- APPROVED DISAPPROVED APPROVPn SURJP.CT TO ABOVE Call For Reinsp. ir /t� �sE—�c-_roIrSiaric City of Tigard Building Department Inspection Line (?ec-0-Phone): 639-4175 Bueineon Phone •-4171 Inspections Footing Plbg. lfhaerslab Mech. Rough-in Appr/Sdwlk Found. Plby. Top Out Gan fine FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Wate Lino Gyp. Bd. �,�-Mech. Date Requested: 7 Time: i�^r'!1H PH Address: ] / / 'L Permit 1 Builder: THE FOLLOWING CORRECTIONS AR? REQUIRED: Inspector: _ Date: 10 - -- -_ —_-- _ �- APPROVED DISAPPROVED APPROVED CUB cr .'O A Call For Reinsp. Q ter; r��A'llat i TUALA'TIN VALLEY FIRE & RESCUE AND REAV ERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 525-2469 RS POSTED: 1r� _ / t OCC'JPA:+IT �7 ��I�� i �., l 1 A6 v1 �l (,tel�h I`� , �+ '��C;Jz-njT1S CONTRACTOR BLDG, PERMIT Ik PROJECT NAdE 7 PLAN REVIEW I6 LOCATION _ l c� l7� t j r0� 1 JURISDICTION: 1= Be, 2- Du, 3= I:.C(7= n� 5= Tu. 6= Sh. 7= Wi. 8= CC = WC 0= MC COVER XINALY SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL El Framing 11 Separation Walls D Sprinkler System 1-1 Shaft El Fire Dampers (Overheadlilnderground) E CJ Alarm System 0 Hood' Extag Systems El Conference Spray Booth Ceiling Cover Other LrI J m CD Lw r TZlu t:-e, Date: - l Inspector: I ,� 14 aw INSPEC^ION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection ne (Rec-O-Phone): 639-4175 Bunineas Phone: 639-4171 Inspection• �_L7�� • Footing Plbg. Undorelab Mech. gh-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: Port/Beam suruct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. �`y[/ Date Requested: Time: _ _ —AM /\PM Address: /% �� // = Permit #-.A71 "�' Builder:__��__,�___� TRT' FOLLOWING CORRECTIONS ARE REQUIRED: J Inspectors Date: A�PROVFn 1)1 SArPROVRD APPROVF.n SUB.IRCT ABOVE r7i11 For Reins, . INSPECTION NOTICE; - n Citi. of Tigard Building Departsaent 13125 SW Hall Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-43.71 Inspection- Footing nspection-Footing tlbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALr. Poet/team Struct. San. Sewer Fram ng -Bldg. Post; INSPECTION NOTICE City of Tigard Building Department 1312F, SW Ball Blvd. Tigard, Oregon 97223 Inspection Lino (Rec-o-Phones 639-4175 Buoinee^ Phone: 639--4171 Inspections_ Vc—ing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. jlbg� Top Out \ Can Line FINAL% Poet./Beam Strurt. San. Sewer Framing -Bldg. Pont/Beam :+ech. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd. -Mech. Date Request-4d: _ 2. Time: AH /, PH Addrene: ��S J C� �� rh P,L� Permit ft ?1'0y,93 Builder: THh FOLLOWING CORRECTIONS ARE REQUIRED: IV i l ' 7 J Inepa:ctor ' DAt% s —?� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call Far Rninan. INSPECTION NOTICE City of Tigard Building Department 13125 861 Ball Bled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phune)z 639-4175 Business Phone: 639-4111 Inspections__ Footing Plba. Undsrslab Mech. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Post/Beam Struct. So . Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain ` u.aron -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Requeeted/s ev/ 1% TLmet AN Address:R Permit 1 Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Zzx 41 Z,L't Ad l-' ' r ft -� 1-- V) H J w. J InftpocEort .�L--� — ---__� nate: 3 _2�v APPROVED DISAPPROVED v APPROVED SUBJECT TO ABOVE Call For Reinsp. INSPECTION NOTICE City of Tigard Building Department 13125 SW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rae.-O-Phone): 639•-4175 Business Phone: 639-4171 Inspections_^ _ Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer ram,_._ -Bldg. Poet/Beam ::ech. Rain Drain Insuiation -Plusssb. Plbg. Unlerfloor Water Line Gyp. ed. -Mach. Date Requested: �/. / /r� AN PH Address: [ f2ra:it'!r ? r THE FOLLOWING CO:t"CTIONS ARE REQUIRED: Inspectors_ ✓ `_ __-- Dates APPROI'ED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rainap. CITY OF TIGARD OREGON December 9, 1991 Mr. Charles Henry First Church of Christ, Scientist 14325 SW 112th Aye Tigard, Or 97224 Re: BUP91-0120, PLM91-0083 , SWR91-0114 Dear Mr. Henry, This letter is to inform you that the validity for the above referenced permits have been extended for an period o: 180 days from today's date. If you have any further ,�,uestions, please call me at 639-4171. Sincerely Brad Roast Building Official fY t-- N J C, 11: J 13125 SW Hall Blvd.,P.O.Box 23397,)Igord,Oregon 97223 (503)639-4171 C17Y(`)FT1GrARD BLJII-DI..G PERMIT � COMMUNITY DEVELOPMENT DEPARTMENT CrTYrrrvOFTWARD, ERMIT LAIJP91-0120 13125 SW HRJI BW. RO B-23397.TVvd,Or"m 97223(SM)&W417F,, )(Yrr— ISSUED: 011101191 R C K L.: 0 1"0 0 V)X X—0 0 Q71 0 1, SW L EUBDIVISION. . . . : ZONING: PLOCI... . . . . . . . . . .I LOT,. . . . . . RE'ISS'UE: FL13OR EYTERIOR WALL CONSTRUCTION - CLASS OF' WOitK. ALT FIRST. . . . : 3730 s N:114R S:NR E:NR W:NR TYPE OF . . :REL SECOND. . . : S f PROTECT OPI=NIN(r TYPE OF CUNST. :5N THI RD. . . . of N:114 S-N E.-N W.N OCCUPONC",2 GRP. '.A3 TOTAL-- ---. 3730 5 ROOF CONST:C FIRE RE7 .1� OCCUPANCY LOAD: 218 BASEMENT. 1@90 sf AREA SEP. RATED- STOR. t 2 H1% - 24 ft GARAGE. . . : s-F OCCU SEP. RATED. BBMT?.- Y MEZZ?:N REDD SETBACRS-------- REPUIRED--------------------- Fi-QDR LOAD. . . . . 100 P15f- Ll�F I : ft HUH I . fit 1- IR SPKL:N SMOK .DET. . * T)W1-'L:-IN(--3 UNITS' FRNT.- ft REAR: ft FIR ALRM-. HNDICP ACC• ",' DEDRMSr BATHS : IMP SURFACE-. PRO CORP: PARKING: VPL UE. $ - 90000 F,',c, n A r k s-, -. Finish interio',- Walls, nartitions, tlt rms, e><its as per revised plan, Owner-: FEES FIRST CH. Ul- �HRIS-J, SCIENTIST type amrLlnt by date reupt 14�,:':'5 SW 11�'TH AVENUE PRMI 403. 1110 JUH 07/01/91 Vie, $ dbl. 9b JLH Ob/e9/9k e I /vIk' TI(3RPD OR FIRE 1; 161. 21P JI-1-4 0:',/1-2 9/9 1 21 F,hune #.- 244-2592 5FICT $ 20. 1E JLH 07/01/91 CAA OWNER Phone 046. -�O -IOTAL. This olormit is issued sub 40 to the regulations containeo in the r a in i n rj Insp Tigard Municipal Code, State of Ore. Specialty pecialty Codes and all other Insulation Insp applicarle laws. All work mill be done in accords, F with byp 8oat,cj Insp ar-preved plans. This pernit will expire it work is not started Sl.tsp Cei Irty Insp within 190 days of issuance, or If work is iusoended for eare Final Inspection 'lar 180 days, Ln .lod Bv.- ---------- Call for inspection �-,39-4175 -� SE=WER CONNECTION C11TOF TIGARD r-z� GERMI-r G1YOf 11MRD PERMIT �!. . . . SWI791 -0 1 1":. . . COMMUNITY DEVELOPMENT DEPARTMENT aaooN 13126 8W HWI Blv& P.O.Boer 23397,Tipped,Orepon 41223(603)WA141'16 DATE I�-,S U EF D: 07/01/1)l ODDRESS,. . . : +��`� SW i I 'T H AVE PARCEL : r�1E�e71iZr6ZIXX-rT�[111�41i DIVISION. . . . : ZONING: ,LUCK. . . . . . . . . . • LO_(. . . . . . . . . . . . . . I L.I`'if=1N I NOME. . . . . ..FIRST CH. OF CHRIST, SCIENTIST USA NO. . . . . . . . . . . f=I XTURF UNITS. . . :32 r..LASS OF WORK. . . :(1L T ;DWEL.L.I NO UN ITS. , :2 -"YPE OF USF. . . . . : REL NO. OF BUILDINGS- 1 NSTALL TYPE. . . . :NUSWR IMPERV SURFACE. . : : sf -'ra-ks : Finish interior walls, partitions, •tlt rms, exits as per revised plan),: er : -------------------------------------- _.______, __—•_--_--- FEES ,ST CH. OF CHRIST, SCIENTIST type amar.rnt by date recpF 1 125 5W 112TH AVENUE= PRMT $ 3000. 00 JLH 07/01/91 0z viRl) CIR 97224 ne #k: 244-2592 tractor. —__—________..___--_.____--_---- i',JTR-")CTOR NOT ON 1=lL c ##: x 3000. 00 I t.11 FIL REQUIRED INSPECTIONS ------ - -1_. Applicant agrees to comply with all the rules and regulations Sewer Inspection f the Unified Sewage Agency. The Permit expires 120 dbys from :,e gate issued. The total amount paid will be forfeited if the ermit expi-vs. The Agency does not guarartee the accuracy of the ide sewer laterals. If the sewer is nut located at the eeasw•_aent -iven, the irstaller shall prospect 3 feet in all directions from ,.he distance given. If not to located. the installer shah purchase _�______ ___„� __ ___ T____ _ _ ____•_____ _,.,.__ "Tap and Side Sewer” Permit and the Acencv ill a lateral. 'ermittee Si.gnat'-rr•e : ued lea%, Call far insncyction - 639-4175 F 7 CITYOFTIGARD Ai� CFTYOF TMRD .COMMUNITY DEVELOPMENT DEPARTMENT �soN 13126 SW HWI Blvd. P.O.Boot 23377,Tigad,Oregon 97223(5W)63964175 -- -- — -'L. t..r I - %'i: #. . . . . . . . PLM91. Q117J13 635-4171 DATE ISSUED: 07/01./91 ITE ADDRESS. . . : 14325 SW 112Thi AVE PARCEL: OS000XX•-•00000 UBDIVISION. . . . : ZONING: :;LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . LASS OFIWORK. . :ALT GARBAGE DI SPOSAL_ . . a MOBILE HOME ,SPACES. : rYPE. OF USE.. . . . : REL WASHING MACH. . . . . . . . BACKFLOW PREVNTRS. . : ?CCUPANC;Y GRP— :A.3 FLOOR DRAINS. . . . . . . .I I 'T R(APS. . . . . . . . . . . . . . . i1ORIES. . . . . . . . : 2 WATER HEATERS. . . . . . . CATCH BASINS. . . . . . . : IXTURES--._ -----_ -- - L.(-'?LJNDF4Y TRAYS. . . . . . : SF RAIN DRAINS.. . . . . : INKr. . . . . . . . . . . 1 URINALS. . . . . . . . . . . . . GREASE "RAPS. . . . . . . : LAV ATOP I E5. . . . . :5 OTHER FIXTURES. . . . . : SUB/SHOWE"RS. . . . : SEWER LINE (ft ) . . . . : 4ATER C:,LOSETS. . :` WATER LINE (ft ) . . . . : )ISHWPSHERS. . . . : RAIN DRAIN (ft ) . . . . : Remarks : Finish interior malls, partitions, tlt r^msr exits as f!pr- revised plays 1wner: -------------------------------------- ----------------- FEES 'IRST CH. OF CHRIST, SCIENTIST type amui- by date rec))t ! 4325 SW 112TH AVENUE PRM'! $ 82. 50 JLH 07/01/91 02 PLCK $ 20. 63 JL.H 017/01/91 0,=: T IGARD OR 97e. ,4 5P(7T $ 4. 13 .TL.IA 07/01/91 01:" -`lone #: 244-2592 ...)ntractor,: 'ONTRAf_.TOP NOT OiV FTI-_E ...._____....__.....__.---_-_--_---...--_--_-. . 'hone #: $ 107. 26 TOTAL_ ------- REOU I RED I N SPECT I OMS -------- -his perait is issued subject to the regulations contained in the Ror.tgh.-in Insp Tigard Municipal Cede, State of Dre. Specialty Codes and all ether PLM/Unciprf 1 oor avolicable laws, All work will be done in accordance with Top—c,ut Insp r_•oroved glans. This perait will expire if work is not started Final Inspection within 188 days of issuance, or if work is sascended for, eore -har 188 days. 'er'mittee Signatu1' -+R—1 I s s;i.ted By : Call for inspection - 2.39--4175 OaBUILDING • :BUP91-0120: PROJECT:IST CH.OF CHRIST,SC. : STATUS:R : UPD:06/07/91: :JHJ:• ° PERMITTEE:FIRST CH, OF CHRIST, SCIENTIST PRIM. . :BUP91-0120: ° SITE ADDRESS:14325 SW 112TH AVE ° UADESCRIPTION OF Finish interior walls, partitions, tlt rms, exits as per i:evised plans. . ° �i5a$£$$$$$$$$$!$$$$$$$$$$$$$$a$Ahb.MA$$$$ULA Ali Aia$$a$$$a$$$a$$$$fiF:aSAW1$A&A$$4 REISSUE: FLOOR AREAS----------- EXTERIOR 'HALL CONSTRUCTION- CLASS OF WORK. :ALT: FIRST. . . . : 3730:sf N:NR : S:NR : E:NR : W:NR -. ° TYPE OF USE. . . :REL: SECOND. . : :sf PROTECT OPENINGS?---------- ° ° TYPE OF CONST. :5N . . . . :sf N:N: S:N: E:N: W:N: ° OCCUPANCY GRP. :A3 : TOTAL------: 3730:sf ROOF CONST*C: FIRE RET?: OCCUPANCY LOAD: 218: BASEMENT. : 1090: AREA SEP. RATED: ° STOR. : 2: HT. . : 24:ft GARAGE. . . : OCCU SEP., RATED: BSMT?:Y: MEZZ?:11s REQD SETBACKS-------- REQUIRED------------------- ° FLOOR LOAD. . . . : L00:psf LEFT: :ft RGHT: :ft FIR SPKL:N: SMOK DET. . : % DWELLING UNITS: : FRNT: :ft REAR: :ft FIR ALRM: HNDICP ACC:Y: BEDRMS: BATHS: IMP SURFACE: s PRO CORR: : PARKINC: ° VALU $: 90000: NOTES: ° aaaaaa$a$aaa$$$$,3$$$$$$$$ti$i6$$bi$a$$$$$M.$$$$$$$$$$$a$$$$$$$a$$$$$$a$$$$$$a$$$$i Project description Finish interior walls, partitions, tlt rms, exits as per revised plans. Project location None Commento, notes, etc. None ------ Casae summary report completed ------ CITY OF T I GARD - RECEIPT OF PAYMENT RECF I PT NO. :9 1—2`13700 CHEGV, AMOUNT a 423. 15 NOME : DONADUR 12, Rill-PH CoSli AMOUNT a 0. AI)I. PES'S a PAYMENT DA"f E: SURD I V.I S I ON PURP",C]SE OF PAYMENT OMr UNT PAID PURPOESE 017 PAYMI-..N T AMOUNT PAID I�L-nN CHECK�FF 5 47C 261. 95 TUAL_AT I N VAL..I_ 16 1. 00 i 14.*jc'5 SW II2TH AVE: F'IPST CHURCH OF CHRIST SCIENTIST TOTAL AMOUNT PAID — _ — —> 423. 15 ti M CITY OF 'T I GARD — RECEIPT PT CSF PAYMENT RECEIPT NO. 3 9 1—P 1 489 5 CHECK AMOUNT 3531A. 41 NAME: z FIRST CHURCH OF CHRIST CASI-! AMOUNT 0. 00 ADDRLSS s 14325 SW 118TH AVENUE PAYME=NT DATES a 07/01 /91 SUBDIVISION i TIGARD9 OR 9'7224••- SAME AC, CHE.Ct< a PURVIOSE OF PAYMENT AMOUNT PAID VIURPOSE OF PAYME NT AMOUNT PA It C) PERM SUP91-120 403. 00 PLUMPING PERM PLM91-d3 Eii'. 50 ►'- I 57'. BUILD PER PA. 28 PLAN CHECK FE 5-47C 20. 63 `' WE-R USA SWR91--1 14 3000. 00 a� TOTAL AMOUNT PAID - - -> ,3930. 41 13M SW Hall 'Blvd. PLNCK/RECT # S- 7 CITY OF TI GARD PO Box 23397 PERM IT # oao COMMUNITY DEVELOPMENT'DEPARTMENT Tprd,Oregon 971T3 (503)639-4171 DATE ISSUED 4JOB ADDRESS: _ 14 Z 5 Uf /l Z / ,�Uc TAX MAP/LOT ZS,/ SUB: �_ ,�,z _ LOT: LAND USE: VALUATION: D — OWNER SPECIAL NOTES NAME: T G?gvvlcrr 57e, Sere wr,(�r REISSUE OF: �IADDRESS: --IQZ S u�, !/Z �/` �' LAST REISSUE: i –/-,/C, ' 0 Ic FLOOD PLAIN/ PHONE: Q 4+ - 2 5 `/ SENSITIVE LAND: _ CONTRACTOR APPROVALS REQUIRED r f NAME: /.r_/�L-�' PLANNING: ADDRE'qS• _ Z 2 S i� –.IL rN41 L' ENGINEERING: �- ��, 41?o FIRE DEFT: ._ PHONE: _ �'z; L+- q `L _ OTHER: CONTR. BOARD #: EXP DATE: / ITEMS REQUIRED SUBCONTRACTORS:( PLUMB:_--',�� -72,6G �' LIST/SUBCONTRACTORS: �MECm r BUS TAX: f1RCHfflJCHEE ( CALCULATIONS: NAME: ,Pwt'OH ,.4z=, TRUSS DETAILS: ^4ADDRESS: ��'y-� - S_aWy,26' ��L U�� OTHER: PHONE: PROPOSED BLDG. USE: Ny�e't4 COMMENTS: �"l�U'�C A-4456 f, i,b 7C2'Z LZ LUO/2(S. t)C) y Tc 4L LiJ�1��K APPL'ICANT SIGNATURE Received By: `-'`-' _ Date Received: 15 :;NO �l 1/ r PERMIT # ACCT # VECCRIPTION AMOUNT AMOUNT PD. BAL. DUE ±i— In 10-432 00 Building Permit Fees ` .�, C� y0� ULA �l•h+ 91-0082,10-431 00 Plumbing Permit Fees _ a*� 10-431 01 Mechanical Permit Fees _ 10-230 01 State Building Tax (5q) Building Plumbing . l Mechanical 10-433 00 Plans Check Fee Building2rc% ci S Plumbing .�O. Mechanical 10-230 06 Fire r u 4/4 30-202 00 Sewer Connection _ Jon 30-444 00 Sewer Inspection _ 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees _ 25-448-03 Office TIF Fees 25-448-0: Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg `i (S SDC) 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) (l� \ TOTAL nm/3587P.WPF UN 1 F 1 ED SEWERAGE A6ENCY OF 1lASH 1 NG j NV COUNTY FIXTUge UNIT RAT1i& T" TOTAL. F 1 XTRE VALUE r j,� ,; NUMBER NUMBER IJ nAPT I ST RY7/FONT 4 BATH - TUB/SHOWER 4 - JACUZ/KHPL 4 CUSP I DOR/WATER ASP I DISHWASHER T OOMMER 4 DOhEST 2 DRINKING FCXJTTAIN 1 i FLDOR DRAIN - 2 INCH 2 7 INCH 5 4 INCH 6 GARBAGE DISPOSAL - DOM (TO 3/4 FIP) 16 - ccmm (TO 5 lip) 32 -- IND (CrVER 5 HP) 48 OIL SEP (GAS STA) 6 SHOVER - GANG 1 - STALL 2 S I I*C - BAR 2 - BRADLEY'• 5 - COM.ERC I AL. 3 - SERVICE 3 WASHER, CLATHES 6 NATER EXT 6 WATER CLOSET 6 i URINAL 6 n: F-- V) F- J 1c ID W 16 ZL _1 NIP TOTAL •� DA7'1... EDU Otis 1 NESS - (r�i/I'"1✓ _. (_ , PERMIT NO. --- ADDRESS COUNTED FROM TAX MAP/LUT 73. 25 R63 7/2,/�i/ i TUALATIN VALLEY FIRE & RESCUE AND BEAVERT ON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469 FAX 526-2538 June 20, 1991 Ralph C. Bonadurer 8040 N.E. Sandy Blvd. Portland, Oregon 97213 Re: First Church of Christ Scientist 14 ,25 S. W. 112tH Avenue 6188B-241-000 .Dear Mr. Bonadurer: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to requirements of the Tigard Building Department and the following: This plan review covers finishing the area on the main floor south of the main foyer, and entry area of the building. 1 . Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet . UFC .Sec. 10.303 (*) 2AIOB:C - Light and Ordinary Hazard 4AlOB:C - Extra Hazard (**) 3,000 - Light Hazard r� : ,500 - Ordinary Hazard 1 ,000 - Extra Hazard J Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. .See requirements in National Fire Protection Association Standard 10-1 . "Working"Smoke Detenors Save Lives 1 Ralph C. Bonadurer June 20, 1991 Page 2 2. Firestopping: in all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials muse be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 3. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 4. Required Occ_pang_Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit,. UBC Sec. 307 _f I can be of any further assistance to you, please feel free to contact me at: 526-2502. Sincerely, L Gene Birchill Deputy Fire Marshal GB:kw cc: gard Buildii.g Department ✓ CITY OF TIGARD OREGON June 7, 1991 Ralph C. Bonadurer Architects 8040 NE Sandy Blvd. Portland, OR 9721:1 Project: First Church, BUP91-0120 14325 SW 112th Avenue Dear ter. Bonadurer: The revised plans for the interior phase of this project were revieirerd for conformity w' 'i applicable codes and are conditionally approved. If any revisions or additions are to be made to the mechanical system, please submit plans. Separate permits are required for any such work. There are additional USA surer connection fees in the amount of $3,000.00. Two units have been paid to date, and the finished building will contain a total of four.. In our previous reviews of the project we have not completely euvered some of the interior requirements. Of concern is the floor and wall finish in toilet rooms. The plans do not appear to meet the requirements of Oregon Structural Specialty Code Sec. 510(c), copy enclosed. A tote detailing the material to be used will be adequate. Other interior items, such as doors end hardware, will be checked during the construction inspections. You may get the building permit for the project at your convenience. If you have questions, or if we may be of assistance, please contact us. rti Sincerely, N J 'Jim Jaqu4� Plane Examiner LL FAX (503)684-7297 J 13125 SW Hall Blvd,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 INSP&CTION NOTICE City of Tigard Building Department P.O. Box 23397 i Tigard, Oragon 97223 Phone: 639-4175 Type, of Inspection Ij�.__--__- Date Requested � Time - A.M. P.M. Address � _._�.�� Permit Owner G'I Builder ` / (1-� ' / The following Building Code deficiencies are required to be corrected: r_ 41 Presented to _ _ [ /Approved Inspector !� r�1 Disapproved Date CALL FOR REINSPECTION &"YES ID NO INSPECTION NOTICE J. of Tigard Building Departmeni P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested O Time — A.M._ P.M. 7 Address L-S` S4/_ �� Z ` Permit # '�51 Z�3 � Owner __ � Lot BuilderThe following Building Code deficiencies are required to be corrected: N N Y F- J G] -- -------- - -------._..____ - r. C7 J Presented to _ A Approved Inspector Disapproved Date --- 'e ,2 CALL FOR REINSPECTION [] YES I7 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time 7X-- A.M. P.M. Address /Permit OwnerLot ——-------- Builder - The following Building Code deficiencies are required to be corrected: cc LD Presented to Q Approved Inspector Disapprov-1 Date CALL FOR REINSPECTION ❑ YES F-1 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 ^� ' Tigard, Oregon 97223 Phone: 639-4175 Type of inspection /� J�I?/1.P.� Date Requested �—� Time A.M. .P.M. Address Permit Owner__�— ____ — Lot # BuilderThe following Building Code deficiencies are required to be corrected: 2 N co LD - LL1 Presented to __— — __ 19 Appr--ved Inspector /,1-J - --.. I I Disapprovsd � a 21' Date ___ ---- —— CALL FOR REINSPECTION Cl YES 0 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 .\ Type of Inspection - --.--..-- -- — - Vf Date Requested Time i P.M. Address >L Z __—.— Permit # Jwner �y C;2- Lot #_, Builder — -The following Building Code deficiencies are required to be corrected: - KI Presented to _ --w ❑ Approved Inspector T,_ _ —__ -- - ---- — -- [t} Disapproved Date CALL FOR REINSPECTION Ea-YES IA NO INSPECTION NOTICE 1 City of Tigard Building Department / \, P.O. Dox 2:,397 Tigard, w; Tigard, Oregon 97223 Phone: 639-4175 r-/,-1= C4 pCr 3U Type of Inspection _C�11_�7_ // -r 3l Date Requested ��i Time A.M.-P.M. Address 1��-� s �`L'� ��,7/a_ Permit #,5;,2C � Owner�ir� P1CLot # Builder_�,�'Z/e� 7!T/ ThP following Building Code deficiencies are required to be corrected: n. Ln F- J G] U) U) J Presented to proved Inspector — ❑ 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 Date Requested rime- P.M. Address Owner Lot # Builder The following Building Code deficiencies are required to be cortected: V) cc Presented to Approved Inspector ❑ Disapproved Date CALL FOR REINSPECTION F-1 YES [A NO INSPEC:•IQIW';IOTICE City of Tigard Boilding Department P.O. Box 23397 -� Tigard, Oregon 97223 Phone: 6C9-4175 Type of Inspection AA Date Requested Time_� A.M. P.M. Address Q-_ �1_sr/9� p Permit # Owner�a,�C-: —_Q � �' a�„t� Lot # BuilderThe following Building Code deficiencies are required to be corrected: F- LDN H - J W J Presented to _ ❑ Approved Inspector Disapproved Date CALL FOR REINSPECTION H7 YES ❑ NO 2� INSPECTION NOTICE _ tA-f14 City of Tigard Building Department (/ P,O. Box 23397 C, /1 1�� Tigard, Oregon 97223 /VL�` Phone: 639-4175 . Type of Inspection Date Requested ®�'JL/ Time�� .P,�. P..,M. Address �_J1' �� v `� Permit Owner ._ — Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector _ _. Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department 1 �!► P.O. Box 23397 (� �� Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time M. P.M. Address T�°2� — — Permit Owner_ Lot # Builder ' y l .< .Q t; 1L�_ _ zq (11 — SJ The ¢ollowing Building Code deficiencies are required to be corrected: Presented to __ __ --_ I" A roved Inspector -- _-- -----.---__. proved Date CALL, FOR REINSPECTION ❑ YES I�1 NO TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503)526r7A69• FAX 526-2538 January 8, 1990 Ralph C. Bonadurer Architects 8040 N.E. Sandy Blvd. Portland, Oregon 97213 Re: First Church of Christ, Scientist 14325 S.W. 112th Avenue Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Unitorm Fire Code (UFC) , and other local ordinances and regulations. Plans submitted for the above captioned address are approved, subject to the following items, with the Inclusion of. sheet. A-3A as amended. 1. Firestopping: In all wood framed walls and partitions, firest.opping consisting of 2-4-nch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestoppi.ng to accommodate wiring, 1'Iwabing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as Lo prevent the passage of flame. UBC Sec:. 2516 2. Landings at Doors: There must 1 a floor or landing on each side of all doors. The floor or landing must not be more than one-inch lower than the threshold of the doorway unless serving access for the physically handicapped. URC Sec. 3304(h) 3. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher s) with rating of not less than 2A10B:C shall be provided for each 1.,500 square feet of floor area or fraction thereof. The travel distance t:) an extinguisher from any portion of the building shall not exceed 75 feet. t1FC Standard. 10-1 4 . Approved Plaits on Job Site: One set cif approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 Smoke Detectors Save Lives Ralph c. Bonadurer January 8, 1990 Page 2 5. Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec, 307 If I can be of any further assistance to you, please feel free to contact me at. 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ►/ F V G1 W J �pSIN Vq� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT F[RE MARSHALS OFFICE q (503) 526-2469 POSTED: F� OCCUPANT CONTRACTOR BLDG. PERMIT dkYI-26-0 PROJECT NAME PLAN REVIEW It LOCATION JURISDICTION: 1=, /I�e.` = Du. 3= R.C. 4= Ti. 5= Tu. 5= Sh, 7= Wi. 8= CC 9= WC 0= PIC COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extag Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other 106 _ i,► I w► L1,U"- I't s s l � - W J Date: Inspector: `%a+�V/.�". \�.____� �/\/\/ NOM�i�.\/�✓'_�� b�� Jiy,V��Hbi�/ gg ` � �'^ wr �+ 'IM,' _• Stu�� _,. ` , .+ ''T,'t•�„�tT ��.. �1 r r ' r'+ '.Fi'F'fw, ..:....^.hS.'.^ 01 Elf Cd 00 cd 04 co (d _ �' ► .� v h t y r ro . s3 anRIM, 4-4 / IJti cd cad w ,. rN iLn tko to 0 a CD Er Lr) KIC I \' rl OD a ^ to to w o� H a cd LL) _ jf' r t -- - — - - -- - --J A 1 �]i • rr +aO' � �.�: .t't' y:a ss �•.w j. 2�Cw s < >_ j�'�. }3• +ys n; •sp �..w ' "� _��r-�-.� �Yv�'6++�F.��ry �� dF3�!� ...�_ rti.. ♦ �r^s ..,{. ��♦,:. ar -tor T:s-. :,t'ri�"4.M. .. r•! �ptIN vq� TUALATIN VALLEY FIRE & RESCUE �� ►� AND BEAVERYON FIRE DEPARTMENT V FIRE MARSHALS OFFICE (503) 526-2469 POSTED: \AFBRE OCCUPANT / �,,�1 T ��-,2 CONTRACTOR BLDG. PERMIT I� PROJECT NAME i �/J.; i { //' <o PLAN REVIEW it LOCATION �/_ `� r1r JURISDICTION: 1= Be. 2= Du. 3= I:.Cs 4= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER,/ FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL 0 Framing El Separation Walls Sprinkler System Shaft Fire Dampers (Overhead/Underground) 0 Alarm System Hood' Extng Systems ❑ Conference Spray Booth El Ceiling Cover El Other ; r 2 m LD — - — — — w Date: - y - Inspector: RALPH C. BONAJURER, ARCHITEarS DESIGN FCR THE PACIFIC RIM RAFFLES PROFESSIONAL CENTER 8040 N.E.SANDY SLVO, PORTLAND.OREGON 1217213 903/284-6360 FIRST CHURCH OF CHRIST, SCIENTIST August 14, 1989 TIGARD, OREGON PHASE TWOi INTERIOR CONSTRUCTION The previous Work completed under the initial building permit includeds The total site development consisting of construction of the entry drive, parking area, suh-•surface storm water retention, final finish grading, lighting, fencing and landscaping. The entire struc;:;aral framing of the total building, including foundations, structural walls, roof trusses and roof and wall sheathing, nailed for seismic requirements. Future door and window headers and jambs have been framed. The interior completed area is the lower daylight area shown on Sheet A-2 dated Nov. 9, 1987. The .new Work to be completed under PRASE TWO is illustrated on Sheet A-3 A, Dated .'August 14, 1989. The Work includes the finishing of floors, walls and ceilings as scheduled. All walls and ceilings shall receive 5/8 Type-X, 1-Hr. U.L. Rated Gypsum Board. The previously framed-in windows, il, J, K, L are to be installed. The Architect will revise the window details. The heating and ventilating system is to be installed -- Furnace #4. Lighting is to be installed. I; ,I' li�%�1\l%I% li/;�;'.11'2Gi J1•!. .II11�1:'1) )t'(1)j �i/Ii�,11 �Slfll �i/;I�f��',<% d R Continued Page Two r H r-. n L 1l LLI `�,� ' RALPH C. BONADURER PORTLAND. OREGON' ' REGISTERED ARCHITECT (:)RFGON • WASHINGTON • IDAHO L f-<-_bAONTANA • WYOMING • COLORADO NEVADA • CALIFORNIA • UTAH ALASKA • HAWAII • U.S. VIRGIN ISLANDS RAr.A)H C. BONAOURER, ARCHITECT DESIGN FOR THE PACIFIC RIM RAFFLES PROFESSIONAL CENTER 8040 N.E.SANDY EILVO..SUITE 200 PORTLANO,OREGON 5721 3 503/284-8380 First Church of Christ, Scientist Tigard, Oregon Attns Charles Henry Proposed Phase Three of Constructiont 1. Construct a wall from the Lihtry .o the Committee Room, which will form the back wall of the Auditorium. Frame-in for Doors #10 and install Door #11. 2. Frame-in the Committee Room and the small Children's Room and install their related doors 6, 7, 8, h 22. 3. Out of this framing the Foyer and Entry will be formed. 4. The wall framing and rough-in plumbing for the Men's Room is in place. 5- Between the Foyer and the Men's Room construct a temporar gall with a 3/0x6/8 door as penciled on Sheet A-3 in red. 6. Door #3 was not installed, but will be installed in the new location as noted in Item-5- 7. Construct coat hanging rod and shelf in the Entry. 8. Install Windows D do E. The rough opening has been provided. 9. The rough-in plumbing in the Children's Room was not provided within the previous Work. Rough-in for the Water Closet and Hand Sink and install the fixtures. 10. All partitions are to have R-11 rated insulating batt s, including the wall separating the Foyer and future Auditorium. 11. All partitions to be finished with 5/8" Type-X Gypsum Board. The Foyer Auditorium wall shall be finished on the Foyer side. 12. The furnace for this area has been installed and the thermostats is roughed in, but will need to be relocated. Floor grilles will be requir6d. 13. The lighting plan should be reviewed prior to construction. a 14. Finishes "'cells and ceilings to be textured and painted. N Sheet vinyl and rubber base in the lavatory. Carpet installed by Owner. J G7 LL Fromt Ralph Bonadurer March 20, 1991 J REGISTEREO ARCHITECT OREGOPJ •WASHIN[3TON e IOAHO MONTANA •WYOMINC • COLORADO NEVADA • CALIFOI:1N1A • UTAH ALASKA • HAWAII . U.S.VIRGIN ISLANDS FEDERATED STATES OF MICRONESIA INSPECTION NOTICE City of Tigard Building Department P.O, Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested J Time A.M. P.M. Address Permit Owner 1.4 l'� �tie-'t o/ r'Fc' .a � t c-- cy Lot # Builder — The following Building Code deficiencies are required to be corrected: J Presented to Ft Approved Inspector le-J, _ _� [_� Disapproved Date �– --- --- CALL, FOR REINSPECTION YES FJ NO INSPECTION NOTICE vY` City of Tigard Building Denartment IZ," P.O. Box 23397 Tigard, Oregon 972.2.3 Phone: 639-4175 �� Type of Inspection Date Requested 2- — Time _ A.M. P.M. ti Address /913 4_ I -- Permit # U I to Owner 15 f `(�r V1 G _ Lot #_ BuilderThe following Building Code deficiencies are required to be corrected: F-- C/1 H J J Presented to kKApproved Insrerlor —_ L] Disapproved Date CALL FOR REINSP:.^TION ❑ YES I-A NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 �- Phone: 639-4175 l Type of Inspection _ L. Cy/ Date Requested T9me fC '� A.M. P.M. Address C/j Z Permit #�4� Owner 11 > Lot # Builder The following Building Code deficiencies are required to be corrected: 7 7 '' Illy -J LL) J CV Presented to j� Approved Inspector ✓- __--- ] ] Disapproved Onto CALL FOR REINSPECTION C7 YES ❑ NO INSPECTION NOTICE I City of Tigard Building Department 2l�" P.O. Box 23397 Tigard, Oregon 97223 'Phone: 639-4175 Type of Inspection Date R3quested 7_ `b�� Time_?`� A.M.-. P.M. Address �� I 1-2 Permit * Owner_ Lot # Builder — The following Building •Code deficiencies are required to b corrected: n J Presented to Approved Inspector ,zj�Ll _ Disapproved Date CALL FOR REINSPECTION LES ❑ NO INSPECTION NOTICE City of Tigard 8uiliring Department P.O. Box 23397 Tigard, r:egon 97223 Phone: 639-4175 Type of Inspection 1 — -- ---.— Date Requested Time __ A.M.-----P.M. Address y.� Z�� t�l�, � — Permit # Owner /��lil.��X/-t.t-G� e��4 � e� �.e.ef*_ Lot #__ The following Building Code deficiencies are required to be corrected: / Aar r- ft' V) Y CD C7 lil Presented to —__ �_] Approved iy F,�% Inspector isapproved Date --- CALL FOR REINSPECTION (;}''FES ❑ NO INSPECTION NOTICE City of Tigard Building Department [ 1 P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested,x_)��"l ' Time--- A.M. P.M. Address �� J�i��` �/� Permit #...(11L_� Owner /, // Lot # r 6 4 Builder �% -6- ,;' The following Building Code deficiencies are required�o bec orreccted?7 G - / AA r iL F-y )1) J Presented to Approved Inspector _�__ ❑ Disapproved Date CALL FOR REINSPECTION D YES LINO INSPECTION NOTICE City of Tigard Building Department P.O. Box 2.3397 Tigard, Oregon 97223 ) Phone: 839-417:3 Type of Inspection Date Requested r l' t Time A.M. _P.M. Address >✓ Permit #--- Owner Lot # r Builder _ The following Building Code deficiencies are required to be cc-rected: a CY H N Y H .J �-r ca U-) Presented to __--- { pproved Inspector ._ � I D\1 sapproved Date f / �L i s CALL FOR REINSPECTION 0 YES 0 NO ,�J . a... 'k� .. 'Q'v, ,,. k iai�'' Yyl'nt rF t cIN4 ar - +'11 ,y�P•..; �`. ,~ .. "yh3 ii �`Kk •^ ��Nt^' � aIIP' j H1111A�tlM" orf pf ll�6rlf{pt .:MNA mNN hq`` rtlP' drip}3 "Mb �d Vit', 4% 3 �l'' Al �,•. millaj PIIh lN`n J1� � ✓?> t q'•,dt1 r! �\(j��)` t+ �1t �' 5 S�4� t •t t I :� y c,i co Cd s, 00 44 to 03 sf�, 4.3� LLe Ohl W � += � °�° a � •. ��w� f 2741 SI,S `v14 ' tl1 N to } c Q tko u �` CJ 44 x�• r ij ' ' im `ht ftp' ro� U t04w t� fj 41. (1 fil'i�� ''•�.. U N� ��1t U � � 1�r Y�t�ji<`'�II �`'r C,.�lll,-f,J I /��"f' .�1,, t�/�,t`'�� ' ;`; . J��lt,i,S�'•1,. SII � •.�iLw{��11�1��1�..�"� 1�1hfl��y,�} +/��`,�IIw,�y J ,�IIM,l1��1171!1�!t dli-��,��:vRA,tipls'yj�f/r I1�;�N� II n n �'' qN .;: �,.: �' .,.j gip.' � � It •�.T`x an �{ Iw }. �' ''* � ' t, ti► ...•tY �5 d�t�p � tiv/r R ti �y l•. ° ' ~�/ Y��• f � ' � ?moi... •tx�;.•�v,!Yrt� .�+''%w'.�.: � .tt. ��•_..��` 'L• N.rh. t b ii}r�I`Ny. ♦- � L".w"Yi ��^ii/..•.r�` K CITYOF TIGARD OREGON December 8, 1989 Ralph C. Bonadurer Architects -- Site Planners 8040 N.B. Sandy Blvd. Portland, OR 97213 Projects First Floor Addition, BP 892631 First Church Of Christ, Scientist Dear Mr. Bonadurer: The revised plans for this project appear to resolve our exit concerns for the first floor area. The added exit from the unfinished area will. provide a solution which we can accept. The plans are aproved subject to the following items. 1. The grade level landing for the new exit stairway shall extend a minimum of 44 inches in the direction of travel. 2. The stair railings shall extend 6 inches past the bottom riser and shall be returned or terminate in newel posts or safety terminals. 3. A temporary barricade shall be constructed to prevent the placing or storing of construction materials in the area between Door 9 and the new exit. The exit path shall be kept clear at all. times. You may obtain the building permit at your convenience. if you have questions, or if we may be of assistance, please contact us at any time. Sincerely, Jim Ja -' Plans Examiner FAX (503)684-7297 13125 SW Hall Blvd.,P.O.Bax 23397,Tigard,Oreg,.,n;7223 (,503)639-41 • RALPH C. BONAOLIRERm ARCHITECTS ARCHITECTS - S ITE P L A N N E R S 8040 N.E.NANCY BLVD. opricics mo:ii/msoi. ,daso PORTLAND,OREGON 27213 FAX 503/E84-0471 1) 1. N F 0 R T H F r-' A C: I F I C R I M DATE: TO: . . ........... ........_.GAF. . ........ ............... ........... ............................... .................................. ...... ........ . ......................................................... ....................... ............ .................. ............ ........... FIEF: ......................................... ................ ........... .............-.................................... ...... ............ ........... TRANSMITTED: 2L�--(2-cti i s 0 va 1 "-k-)4, r 1z*4 .......... ............. .................. ............. .......... ........... ........... ...................... MEMORANDUM: Ac— -r BON .............. .......... BY: Uri NEW VIAS __j >41AIL COPIES: r 1 IIIXPRES8 MAIL OIN W CJ V-1-i c-T 10 ti 11 AIR FREIGHT ri Bus C)HAND OPLIVERSO 1-1 PAX 0 OTHER TRANSMITTAL • RALPH C. BONADURER, ARCHITECTS T E C T S - SITE R U A N N E FjS v 0040 N.E.GANOV ELVD. OFFICE 503/111184. afto PORTLAND.OREGON 87SIM FAX 503/111104.0471 0 E S I G N r- Cl R T H E RACIF IC RIM .JATr=: TO: ...... ............. ............. -r .............. e k�r ........................ ....................... ..................................................... ........... ........... ........... REFo C-Aew 0%-J-r( .......... -T(&fN#"44-.-C-)fC.9-A-............................. ........................ ........... ................................ ...................... ............. ............... TRANSMITTECh ............. ........... ............... --------.................. ............... ................. ............. .......... ............... ............... .............. ....................................... ....................... ...... .......... ................... .............. ........... ................ MEMORANDUM: IN C_ C3 V_x Vj C, I g,,-%f-i jr- .................... F........ .............. ........................ .......... ...... BY: SENT VIAS 0 MAIL COPIES- 0 EXPPENM MAIL F1 AIR rPFI0HT I'l sun kHANO DELIVERED FAX 071-45pi TRANSMITTAL C17YOF TIFARDMOFTWAND PLAN CHECK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT PLAN CHECK N 19125 S.W.HA Blvd_P.O.Bot 23397,Tigard,Oregon g7223,(503)6394175 PERMIT N , DATE ISSUED k JOB ADDRESS: / 3Z 5 $r G✓, 117 `T/<i A to TAX MAP/LOT SUR: LOT: _ _ LAND USE: OWNER - ,� SPECIAL NOTES \C NAME: _ iciLs��r✓�£cL DF ✓1J 5 Z .SC-� N?�I x REISSUE OF: ADDRESS: _/ 4-:� W- I l_2?N •A-1 LL LAST REISSUE: 'T!G va kz r7 FLOOD PLAIN/ SENSITIVE LAND: PHONE: APPROVALS REQUIRED CONTRACTOR PLANNING: NAME: P(Z;5 ti Ave V Y - ENGINEERING: ADDRESS: FIRE DEPT OTHER: _ PHONE: _ ITEMS REQUIRED BUILDERS BOARD N: EXP DATE. _ LIST/SUBCONTRACTORS: _ BUS TAX: ARCH/ENGINEER CALCULATIONS: y NAME: _ ^ A[ rn u C" , f720N r7✓� V R TRUSS DETAILS ADDRESS: P),rj� r> k.: L'7�'j OTHER: - �� Y2 X97 Zi � PHONF: Com v COMMENTS: SUBCONTRACTORS. PLUMB: MECH: PEOMTT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE q2 31 10-432 00 Building 0ermit Fees U _ 10-431 )0 Plumbing Permit Fees 10-431 )1 Mechanical Permit Fees 10-230 ,31 State Building Tax (5X) Building _ Plumbing Mech _ 10-433 'JO Plans Check Fee Building Plumbing r Mech _ 30--202 00 Sewer Connection L)_ c� 30-444 CO Sewer Inspection — 51-448 00 Street System Dev Charge (SOC) _ � 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) _- 10-230 Od Fire TOTAL. �7, �- RLC N ZZ)6 ( 3 V 7 APDL ICANI SIGNAIURF Received By: _ Date Received: // /-d 1. cn/3587P/18P �-�_-- CITYOF TIIFARD OREGON November 22, 1989 Ralph C. Bonadurer Architects - Site Planners 8040 N.R. Sandy Blvd. Portland, OR 97213 Project: First Floor.- Building Addition First Church Of Christ, Scientist Dear Mr. Bonadurer: The plans for this project were reviewed for conformity with applicable codes, and are not approved. The new construction will require that two exits be provided. One exit is allowed through an adjacent room, except that the second exit proposed will enter an infinished area, which will not proviue a complying exit when finished. When we first reviewed plans for this building, an exiting problem was identified and discussed. We feel the problem for the finished building should be addressed now, as a problem faces us with the proposed plans for expanding to the first floor. The balance of the plans, except for details on plumbing and mechanical systems, appear to be acceptable. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, Jim Jaqua Plans Examiner FAX (503)684-7297 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — C11YOFT11FARDPLAN CHECK APPLICATION CRYOF RD / COMMUNITY DEVELOPMENT DEPARTMENT 0414M PLAN CHECK _ 1 a,25 SW HO sMd P.O.n«27397,npd.Orpa,9; (5W)630.4176 PERMIT #_ i7 02 y DATE ISSUED JOB ADDRESS: / 417 _ TAX MAP/LOT_ SUB: LOT: LAND USE: VALUATION: /py . U C> O SETBACKS: FRONT: REAR: LEFT: RIGHT: WORK CLASS: HEIGHT: %�'_ TOTAL AREA: ., , USE TYPE: FLOOR LOAD: 1ST: CONSTR TYPE: HEAT TYPE: 2ND: OCCUP GROUP: z- DWELL/UNITS: 3RD OCCUP LOAD: NO BEDROOMS:_ BASEMENT: I NO STORIES: NO BATHS: GARAGE: IMP SURFACE: APPROVALS REQ'D SPECIAL NOTES ITEMS REQUIRED J PLANNING: REISSUE OF: LIST SUBCONTRACTORS:__ ENGINEERING: LAST REISSUE: BUS TAX: FIRE DEPT. : _ FLOOD PLAIN/ CALCULATIONS: OTHER: SEN LND.: _ TRUSS DETAILS: PARKING PIAN: LANDSCAPE PLAN: PLAN CHECK BY:� OTHER: COMMENTS: — i V _ ACCT DESCRIPTION AMOUNT OWNER C �Ni-r h u 10-432 Building Permit Fees NAME: C /��;ffSr��.��i.i 7L 10-431-600 Plumbing Permit Fees = ADDRESS: 10-431-601 Mechanical Permit Fees _ 10-230•-501 State Building Tax (5X1 S 10-433 Plans Check Fee ' PHONE: 30-443 Sewer Connection (21X) 30-202 Sewer Connection (80%) azv, _ CONTRACTOR / 30-444 Sewer Inspection t_=1.>. (A) NAME: C-7 51-448 Street System Dev. Charge (SDC) _ //;_'e-0o ADDRESS: 52-449-610 Parke I System Dev. Charge (PDC) s 1 52-449-620 Parks II System Dev. Charge (PDC) S r 31-450 Storm Drainage Syst Dev Chrg(SSDC) ,ZS�LQ D PHONE: 10-230-505 TRFD (95x) 10-435 TRFD (5X) 3 ARCH/ENGINEER 10-230-506 Washington County Fire 11 (95X) NAME: 10-435 Washington County Fire #1 (5%) n ADDRESS: 10-220 Amart/Wedgewood LiLi TOTAL 3q�4• �U PHONE: PREPAID 454,(x5 RFC BALANCE DUE ��i%6IiV S APPLICANT SIGNATURE �Ceived By: Date Received: / ++w.+.s. - w tis.- - ti / �. �� ✓+ �ry ..it� . .: at•�r°•�y:.`,Kh�. � 4.:,.x`^ ." k�, P� .Y ,+..nt"-�' -'.: ! .wt+;.� yj al� i ��yY�d— ;t - _, ,. �, :•� ,A}}} 8 lap'. ` dAlla,Nj13 i.,�il�r� 'IdIR 111Th r°'^'► .)u,, �� !;.r{D.4�trmmr ' �' i r >P •k: 5�.;+� 04 04 C Lr �� Cd 41 r tj t14 ,to A' N 4.) 0 V... ncd ;, . co aj cd Ls $t ` �► a1) rrt) ci t.0 " 11 _ If) 04 44 .401 ° ~ 5 r+ a V to N 04Cdro N I rr, c IC.7G1RC'OSYAfit�7h� $1'�Yl�-- •a.., & gra �ti a —err .w "T -•z r + ,`,' i i$ A j} l i}�}�y {�"f�� f Ma. � April 6, 1989 Mr. Charles Henry First Church of Christ Scientist 14325 SW 112th Avenue Tigard, OR 97224 RE: Park-ng lot fence (--LI 7-86) .ear Mr. Henry: nave tried unsuc esfully to contact yov by phone regarding the fence that has been installed along the south side of th packing lot for the First Church of Christ Scientist. The fence as presently i.netalled is unacceptahle because it does r.ot meet Community Development Code standards or its purpose as we discussed in late January and early February. As I am sure you recall, we agreed to substitute the fence for the arborvitae hedge to provide suitable b,;:-eening between the lot and the adjoining residence and because the slope <,djacent to the lot was not well suited for planting and maintaining the hedge. The fence has been constructed with as much as two to three feet between it and ground level. AP a result, it does not servo the purpose that we discussed and it dies not constitute a "eight obscuring" buffer as req-+red by r'_Jde. I will not be able to release the remaining $900.00 cash assurance or permit the Building Inspection Division to issue a permsnent occupancy permit until the fence is lowered to be no more than six inches above grade. Please call Jerry offer or me as soon as possible to resolve this issue. Sincerely, Senior Planner F- v. c: Brad Roast c� w CONSOLIDATED FIRE AND RESCUE ® Washington County Fire District Nu.1 ® o� City at Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR (i ( bit(J�6 j* BLDG. PERMIT 0 PROJECT NAME t l j1 /', �L i ^`Q ('/,,,l I (.N FLAN REVIEW Ik LOCATION JURISDICTION: 1= Be. 2= Du. 3= It,C. 4- Ti, 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER V1NAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL} ❑ Framing � Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Ext:tlg Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other _ i( 1 12(1.1' ,cam�`�` (/�C�T�-•J . �,/�l �(!(i�t�1 r�� u N� — ` r S- C.7 J Date: �_. ;�= �rj � _ Inspector; �' �i�",.+<. '♦"� �'�'.� ♦ ".+�t «. k a,..,R• ,+. �+ys.�•� �• ter- `S".,,,Yo.z 'm,, w � .s,. JJ )�� :J�� r � Y ^•a mp., r.,�„'yl,"�..�, x A +�,•;'p,�Y x � i awr' '� x �. - w +•♦t• i.••.• �C7�`r�� r••; i � 1.�s ..e kir R R '��;'�t* '1NM�AIIM"M �b�� 'MN��%~A111N'• 3 q t�,/ s,+'1NA�•1AA�' .,,��NA• •AAT;..;�+ ti�� ,•• �i T,O ;,�``�� 71N.41!'.•�+T. ..__._._ _ �CR!'^.'::.�.7•'."�^..:T _:1., v },• } :� i pgv 'h`u 't r v CDz t� N ji y'1f 104 CD in 00 M `U 00 ($ G. O W u Y3 !to Y ol 1— H N cd F 4w6 't aoi of �� 'd o o :�A No "1 t +1 r I cntn ri f, t (J, tH1 o r1 r C>a 4-0 3p�, taq 9 UNtj r \ in rw M 1yrl >~ O U W Ep a 4Jto A c W Nom, s ' ? � V O N y p1 Lm- LL) f•' = P. • t -_•s 'i,�lll/ J��: 511TJ�ea�t '!i-// „�A _d M y � •” QNt u, }rf�yJycX44^ 4�rx' TC I i {R? Y �cdli�;,7�y;:. `�'..• j J�! "✓,�1.r�,dY.::«:. ♦ �Rw-vyy ,rwMj 3 J + •y y. r `XnY^ _.,; f../� �i�'.....c�3.f•�v� ..•4r�\ ,`��y�" ;a \'•�"'`• A�.r•.i'yO""-•�J��;_-. +r"n,�a+��! :".a't"'-� --.. %i•.r�...�r; RALPH , BONAOURER, ARCHITEi-TS DE SIGN FOR T F PACIFIC RINI RAFFLES {PROFESSIONAL CENTF R 8040 N.E.SANDY BLVD, PORTLAND.OREC30N 87213 503/284-6360 January 18, 1989 First Church of Christ, Scientist Tigard, Oregon CODE REVIEW Building Occupancy A-2 Type of Construction V-n Area of first phase of construction -- 600 sq. ft. Two means of egress - Sec. 604, Ch. 33 600 sq. ft. 1 15 = 40 persons 15 cfm per person = 600 cfm 200 cfm to be fresh air ". . . o natural ventilation by means of openable exterior openings with an area of not _less than one twentieth of the floor area, . , ," Sec. 605 There are two (2) 3'-0"x6'-8" door.s 3x6.6 = 19.8 x 2 =- 39.6 sq. ft. 600 sq. ft. 1 20 = 30 sq. ft. 39.6 sq. ft, > 30 sq, ft. By Ralph Bonadurer REGISTERED ARCHITECT ORFGON • WAStANGTC N • ILIAHO MONTANA • WYOMING . C0LC:-1A[_'0 NEVADA • CALIFORNIA • UTAH ALASKA • HAWAII • U.S VIRUIN ISLANnS PERMIT ICAL CITYOFTIGrARD PERMITTNNO. : ME892717 CITY OF TWAM COMMUNITY DEVELOPMENT DEPARTMENT TE ISSUED: 12/29/89 13125 S.W.Hell BIvA.,P.O.Box 23397,Tigard,Oregon 97223,(503)639-4175 / _ __— __.- --------- — ' • 8926,111 JOB JOB ADUkESS: 14325 SW 112TH AVE TAX MAR/LOT SUB: I-T: BK: I-AND USE: LOT SIZE: ILEM: NO: NO: WORK CLASS: NEW FURNACE 000K 1 AIR HANDLR (10 USE TYPE: RELIGIOUS FURNACE 100K+ AIR HANDLR 10K CONGT.TYPE: IFR FLOOR FURNACE EVAP.CQOLEF" OCCUP.GRP. : HEATER VENT FAN 2 VENT VENT.SYSTEM BLR/COMP QHP HOOD NO.STORIES: BLR/COMP 3-15HP INCINERATOR(DOM DWELL.UNITS: BLR/COMP 15-30HP INCINERATOR(COM FUEL TYPE GAS BLR/COMP 30-5t HP REPAIR UNITS MAX. INPUT BLR/COMP 50+HP OTHER FIRE DMPRS? GAS wIPINO OUTLETS 3 HIGH PRESS? REMARKS: 1st phase of 3 qas flrroartce, ventilation CIUCt system. pressure test; FEES: w church of ch•rist science PERMIT $10.00 F 14325 sw 112th ave PLAN REVIEW Ft tigard of, 97223 FIXTURES $18.00 STATE TAX $1.40 — -- ---- -- - -- OTHER c r HOLSCHER MICHAEL COLUMBIA HEALING A 213089W 90TH C tuala',irl or 97062 T 0 PHONE (503) 692--4320 R REGISTRATION NO. 38026 TOTAL; $29.40 rz This permit is issued subject to the egulations contained in Title 14 RECEIPT NO. 2 of the TMC, State of Oregon Specialty Codes,toning regulations ----------------.----` N and all other applicable codes ani' ordinances. and it is hereby REQUIRED INSPECTIONS 71- agreed that the work will be done in i ccordance with the plans and GAS LINE F- specifications and In compliance wt h all applicable codes and ordinances The issuance of this perm t does not waive restrictive ME CHANCL.SYSTEM J •-+ covenants. Contractor and subcontractors shall have current city INSULATION D00 business 13X permits. This permit will expire and become null and FINAL 1 void if Work Is not started within 180 days,or If work is suspended or OTHER* abandoned for a period of 180 days any time after work tins commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved. PF rrndtee Signature Issued By - - --..� IT75T'ECTILTR-b,49=�f`I c--- -i.r SEPARATE PERMITS REOUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF TIGARD MECHANICAL PERMIT Receipt# 13.:25 SW IiALL BLVD. Permit # P. 0. BOX 23397 Description — T I GARD, OR 97223 Table?A Mechanical Code QTY PRICE AMT (503)639-4175 1) Permit Fee -0- -0- 10.00 Name of Development 2) Supplemental Permit - 3.00 Job Address tti I 11 Furnace to 100,000 BTU 6.00 Address /41-4,Z S- 4'u l/ Z - -_incl.ducts&vents Tax Lot Map No. ) Furnace 100,000 BTU + 7.�0 Lot Block Subdivision 2 incl.ducts&vents u _ Name(or name c.business) 3) Floor Furnace 6.00 cam` incl.vent Mailing Address PlaneSuspended heater,wall heater 6.00 Owner - ) or floor mounted heater City/State Zip — I 5) Vent not incl.in 3.00 appliance permit _ Name m name of bus:ness) 6) P,apairofheating,refrig., 6.00 — cooling,absorption unit _ Mailing Address Phone 7) Boiler or comp to 3 HP 6.00 Occupant absorp.unit to 100,000 BTU _ City/State — ZIP --�— 8) Boiler or comp to 3 HP- 15 HP 11.00 _ absorp.unit to 500,000 BTU _ _ NaTq9) Boiler or comp 15-30 HP - 15.00 absorp.unit'/2_1 million Mailing Address Phone 10) Boiler or comp to 30-50 HP 22.50 4;�0'7 absorp.unit 1 -1.75 million - <:ontractor c�tyist Zip 11) Boiler or comp to 50 HP 31.50 absorp.unit 1,150,000 BTU _ stRegistration No. City Bus.Tax No. 12) Air handling unit to 4.50 10,000 CFM Air handling unit I hereby acknowledge that I have read this application that the information given is 13) 10,000 CFM + 7.50 correct,that I am the owner or authorized agent of the owner,that plans submitted are In -- — axnpllance with State laws,that I am registered with the State Builders'Board,that the 14) Non portable 4.50 number given Is correct.(If exempt from State registration please give reason t•^low). evaporate cooler 1 J Vent fan connected-` 3.00 to a single duct 16) Ventilation system not 4.50 -2c_ 7Sr included in appliance permit 99 Hood served by 17) mechanical exhaust 4.50 Signature(owner or agent) __ Date 1 A) Domestic type 7.50 Describe work ❑ addition ❑ alteration El repair El incinerator _to be done residential ❑ non-residentialCommercial or industrial 1 g) 30.00 Existing use of _ type incinerator - l_ building or properly C/�G/7G/4— ?0) Other i.e.,woodstove,water 4.50 v Proposed use of heater,solar,clothes dryers,etc. v -- ----- -- - 1-- building or property_. ----- 21) Gas piping one to four outlets 2.00 ( r -Type of fuel- oil O natural gas'a LPG (-1 electric C1 — 22) More than 4-per outlet LD - J NOTICE SUB-TOTAL THIS PERMIT BECOMES NULL. AND VOID IF WORK OR CON- - — STRUCI ION AUTHORIZED IS NOT COMMENCED WITHIN 180 5%SURC"ARGE �. DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25°x.+OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER —�-- — WORK IS COMMENCED. TOTAL =Z Special Conditions Dale issued by DING C17YOFTIGARD P RMITLNO. : BUB92631 crrroF ncatm COMMUNITY DEVELOPMENT DEPARITMENT 13125 S.W Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97 223,(503)6394175 TF ISSUED: 12/13/89 PMI* WU A91016 JOE{ ADDRESS: 14325 SW 1.12TH AVE TAX MAP/LOT SUB: COLES ACRES LT: BK: LAND USE: LOT SIZE: VALUATION: $ 20,000 SETBACKS FRONT: REAR: WORK CLASS: ADDITION DWELL..UNITS: LEFT: RIGHT: USE TYPE: RELIGIOUS NO.BEDROOMS: EXT.WALt.. CONST: CONST.TYPE: VN NO.BATHS: N:NR S: r::NR W:NR OCCUF'.GRP. : A3 PROT.OPENINGS: OCCUP.LOAD 218 N:NR S:NR E:NR W:NR TOTAL. AREA: 4820 NO.STORIES: c 1ST: 3730 ROOF CONST: C FIRE RET':' YES HEIGHT: 24 2ND: AREA SEPAR? NO RATED: BASEMENT? YES ?RD: OCCUP.SFPAR? NO RATED: MEZZANINE? NO BASEM'T 1090 FLOOR LOAD: 100 GARAGE: FIRE SPRKL-R•? NO ALARM? FLOW(GT'M) DFTECT? ��-- — PLAN CHECK BY: ih i — -- REMARKS: Add new classrm, lest �m on main floor, REISSUE OF 140. add new exterior dr R strwy, to grade. LAST REISSUE p E EES: N First Church of Christ, Sr_ient PERMIT $140.50 E 12450 SW Fisher FLAN REVIEW $91.33 P Tiqard OR 97224 FIRE DEPT $50.20 PHONE (503) 620-7084 STATE TAX $''.02 OTHER C DEVELOPMENT CHARGES: N CLOSE JE:F F SDC(STORM) T CLOSE CONSTRUCTION SDC(STREET) R A POBox7112 PDC(4 ) C A1011a OR 97307 7112 PREPAID ( $147.53N T O PHONE (503) 649-7977 R REGISTRATION NO. Close TOTAL: $147.52 p This permit is issued subject to the regulations contained in Title 14 RECEIPT NO. rJf�,.c-7) of the TMC, State of Oregon Specialty Codes,zoning regulations -•- ----___________ ..__. J1 7L Land all other applicable codes and ordinances, and It is hereby REQUIRED INSPECTIONS > agreed that the work will be done In arc 7rdance with the plans and FRAMING ~ specifications and In compliance with all applicable codes and —j ordinances. The Issuance of this permit does not waive restrictive INSULATION ca covenants. Contractor and subcontractors shall have current city GYP. BOARD business tax permits. This permit will expire and become null and OTHER* LL� void if work Is not started within 180 days,or If work Is suspended or FINAL abandoned for a pericd of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved. Y ' Pertee Signature *i f cert'd Issued By: __/f'S 'Mt- FOPTRtTFCTTOTT-9-4175- - `-�'/ SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE C11YOFTIFARD SEWER PERMIT T RMIT NO. : SE89265r� �np PERMIT COMMUNITY DEVELOPMENT DEPARTMENT 7E ISSUED: 12/13/89 13125 SM Hall Blvd.,P.O.Box 23397.Tigard,Oregon;7223,(503)639-4175 I M.PMT.NO. 881016 JOB ADDRESS: 14325 SW 112TH AVE USA NUMBER: 39142 TAX MAP/LOT SUB: COLES ACRES LT: BK: LAND USE: LOT SIZE: SECTION: TWP: RNG: WORK CLASS: ADDITION LISE TYPE: RELIGIOUS The applicant agrees to comply with all rules and regulations of the Unified Sewerage Agency. The permit expires 120 days from the data issued. The total aniOUnt paid will be forfeited if the permit; expires. The Agency does not quar- antee the accuracy of the location of the st.de sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located. the installer shall purchase a "Tap avid Side Sewer" Permit and the Agency will install a lateral. INSTALL. TYPE: IMPERVIOUS AREA: FIXTURE UNITS: 14 TENANT IMPROVEMENT: YES DWFLL..ING UNITS: 1 N0. OF BLDGS. : 1 FEES: W First Church of Christ, Scient PERMIT N 12450 SW Fisher CONNECTION CHARGE $1,250.00 Tigard OR 97224 LINE TAP INSTALL. PHONIw (503) 620-7084 OTHER CI (1 OSE JErF r CLOSE CONSTRUCTION A POBox7112 G Aloha OR 9700" i11P T PHONE (503) 649-797- R REGISTRATION NO. r.lose TOTAL: $1.250.00 ' RECEIPT NO. t This permit is issu.d subject to the requlations contained In Title 14 _ __ _____________ of the TMC. State of Oregon SpeJalty Codes,zoning regulations REQUIRED INSPECTIONS and all other applicable codes and ordinances, and It is hereby - agreed that the work will be done in accordance with the plans and SEWER specifications and in rompl`ance with all applicabl( codes and n ordinances. The Issuance of this permit does not wO P�dstrictive covenants Contractor and subcontractors shall have current city 0 business tax permits. This permit will expire and become null and void if wurk is not started within 180 days.or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required Inspections are requested and approved. Permi ee Signature *i f req'd Issued By, ral I FOR TNV-Prr1 ELW (.aa_a1 7s ---- --- - -- ---SEPARATE PERMITS PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE P.O.Boot 2339"1 CITY OF TIGARD PLUMBING 1A25 SW ea11 Blvd. 2� C m223 � Applicants must hold Oregon Registration to conduct a plumbing PERMIT rAg d business or must be property owner/operator not hiring outside help. 175 Name of Develog nenf �fI - t,. i i JC�/C 7 J Plumbing Permit No. Address Description f 1 JobORS 614-21.610 bVAN. PRICE AMT. Tax Lot Map.No. Address Lot BoFIXTURES Sink Subdivision _--- T- Sink Name or name of business) Lavatory M �— - 7,5L Sdo - Tub or Tub/Shower Comb. 7.50 Mailing Address ShowerOnly -' 7.50 Owner City/ tate Zip Water Closet -._�' - -- - 7.50 Dishwasher 7.50 Phone Garbage Disposal-- ---- - - 7.50 - Name -Washing Machine _ 7.50.. _ Floor Drain r _ _ 7.50 �S- ai mg res%— Phone Water Heater _--_ -f 7.50 Occupant City/state ZLaundry Room Tray 7.50 Urinal - - ---- - - Urinal 7.50 ams Pwe Other Fixtures(Specify) 7.50 7.50 Mailing Address - phpM t f Lr t _ � -- 7.50- -.-- Contractor City/state ZIP �._ 7.5e - — _ MISCELLANEOUS City Bus Tax No Sewer 1st 100' 30.00---- 15.00 (Residential) 0.0015-00(Residential) Water Service 1 st 100' 20.00 , 1 hereby acknowledge that I have read this application,that the Information Water Service ea.Addit_200r 15.00 t given is correct.that I am reglsfared with the Ste,*Builders Board.and also Storm&Resin Drain 1 at.100' 1A 30.00 j*i/. have a State Plumbing license that the numbers given aro oormcf,thal all -- - - Oumtm;g wok will be done in aeoardanos with applicants provisions of Ore- ' Storm&Pr4n Drain AddN.ICO' - 15.00 gore Revised Strtutes Chapters 447 and 693 aryr appllcat.te codes and thet Mobile Horne Sp" 25.00 no help will be ernpbyed unless licensed under ORS 803-(M exempt from ---- -- --- - Stals registration,please give reason below). Back Flow Prevention HOMEOWNERS--1 hereby oeMrfy Crab I am the owner of Mie properly de- Device or Mtl-Pollution Device 7.50 --- acribed above,at which location 1 propose to malas a pkimbing Installation for Any Trap rx waste Not my own use and this property Is not being co►atrucled for aab,lease or ren. Connected to a Fixture 7.50 Gakx1 Basic. _-`. - - -- 7.50 -- -- Insp.of Exits.Plumbinig u - 40.00 Per Hr. Specially ReWaated Inspections 40.00 Per Hr F- AIMr.of Pkmbktg WW* ars Exl.µ;ti=;I. 15.00 min, �- AUTHORIZED SIGNATURE Date New Bldg.or Build.Ad~ -�-- - - 26.00 min, - Fail► LXain, e faftdl _ co Describe work flew 0 addition Q altereton❑ repair❑ q,e114 -15.00 CM be done residential r1 non-residential -_ Existing use o1 btAidktg or property__- -- -..- —__- -- _ •IJFTOTAL bi rip "o --- ----_-^,___-T-. ar fry- -- TOTAL Thlia pe<nnM i>wxxnaa r"I and void M woo;or ooneftcoon au thortite+d is not con- rnentoed vr06 1100 dayaw M oendruo11bn or workls slalpartd w or abardoned for a period of 190 days of any time after work is oornmsnced. IMCGAL o01AfTf101t1! -_- Date Issued -------_ by -- --- Out)ae%1111 les�» CITY OF TIGA RD RI_T NO. : PERMIT 1 P RMIT NO. : PL892591 C17 iICAM COMMUNITY DEVELOPMENT DEPARTMENT °a1°°" 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223.(503)639.4175 TE ISSUED: 12/ 6/89 JOB ADDI;ESS: 14325 SW 112TH AVE TAX MA''/LOT' SUB: !.T: BK o I-ANUSE: LOT SIZE: ITEM: NO... NOe WORK CLASS: NEW WATER CLOSET 2 TRAP USE TYPE: RELIGIOUS URINAL BKFLOW PRVNTR CONST.TYPE: I_AVORATORY 1 TRAP PRIMER OCCUP.GRP. : TUB SHOWER GRFASF TRAPS DISHWASHER GARBAGE DISPOSAL NO.STORIE3: WASHING MACHINE DWELL.UNiTS: LAUNDRY 1RAY BLDG.DRAIN (DIA FLGOR DRAIN 1 SINK SEWFR (FT) WATER HEATER STORM/RAIN (FT OTHER REMARKS: O FEES: yy First Church of Christ Scierlcp PERMIT $30.00 N 14325 Fw 112th ave E R Tigard OR 97224 FIXTURES STATE TAX $1.50 ---- - ----_-- OTHER $7.50 C 0 N T NO!"111WEST CENTRAL PLUMBING R 19645SW BLANTON RD C Aloha OR 97007 1 O PHONE, (503) 591--8911. R REGISTRATION NO. 56393 i01AL: 5:19. 10 d RECEIPI NO. a This permit Is issued subject to the regulations contained in Title 14 of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby REQUIRED INSPECTIONS -- agreed that the work will be done in accordance with the plans and PLB.TOPOUT specifications and in compliance with all applicable codes and F'LB.UNDERSLAB m ordinances The issuance of this permit does not waive restrictive POST R BEAM .. covenants. Contractor and subcontractors shall have current city LL1 business tax permits. This permit will expire and become null and F INAL. _J void if work is not started within 180 days.or If work Is suspended or abandoned for a period of 180 days any time after work has commenced. It shall be the responsibility of the permittee to assurn all required inspections are requested and approved. P / tee Signature Issued By I � If Rtt �f Tt'tSf`FCTtif_fi34="tT.r-- - _`. — SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY OF TIGARD MECHANICAL PERMIT Receipt # e:A 13125 SW HALL BLVD. Permit P. O. BOX 23397 Description T I GARD, OR 97223 Table]A Mechanical Code OTY PRICE AMT (503)639--4175 1) Permit Fee -0- -0- 10.00 Name of Deve opment 2.) Supplemental Permit 3.00 Add Furnace to 100,000 BTU 6.00 Job �� 7�/ EI 1 in,;I.ducts&vents Address �/, `�/- -�� ` /�i<. /, ax Lot Map No. 2) Furnace 100,000 BTU + 7.5n incl.ducts&vents d Block Subdivision — Name(or name of business) 3) Fluor Furnace 6.00 incl.vent Mailing Address - Phone J Suspended heater,wall heater 4 6.00 Owner ) or floor mounted heater City/State Zip - Vent not incl.in 5) 3.00 appliance permit Name r wr name of business) 6) Repairof heating,refrig., 6.00 ( / cooling,absorption unit Mailing Address Phone 7) Boiler or comp to 3 HP 6.00 Occupant absorp.unit to 100,000 BTU City/State — 7ip 8) Boiler or comp to 3 HP-15 HP 11,00 absorp.unit to 50_0,000 BTU Name 9) Boiler or comp 15-30 HP 15.00 _ absorp.unit 112-1 million Mailing Address Phone 10) Boiler or comp to 30-50 HP 22.50 _ absorp.unit 1 -1.75 million _ Contractor -- — -lip I t) Boiler or comp to 50 HP �^ CityrState 31. 0 absorp.unit 1,750,000 BTU _ State Registration No. CityBus.Tax No. 1 2) Air handling unit to 4.50 0,000 CFM Air handling unit � I herby ack.towlodge tha. I have read this applicat-on trial the information given is 13) 7.50 10,000 CFM � � .,ect,that I a i the owner or authorized agent at it,,o�are(,that plans submitted ain in -----�- — -� monpliance with.Mate laws,that I am register 9d with the State Builders'Board,that the 14) Non portable 4.50 number given is coned.(It exempt from State n-istraiion please give reason below). evaporate Cooler 15) Vent tan connected 3.00 to a single duct -- - 16) Ventilation system not i 4.511 included in appliance permit -_ --------- t 7) Flood served by 4,50 _mechanical exhi.-St Signature(own±r or agent) _ Date 16) Domestic type 7.50 Describe work ❑ addition ❑ alteration epair ❑ _ _incinerator _ to be done residential U nori-residen lal I9) Commercial or industrial ?x.00 - ---`_. --- type incinerator Existing use of — _ ___ _ Other i.e.,woodstove,water building or properly 20) 4.50 'L heater,solar,clothes dryers,etc. w Proposed use of — - -- �' buildingor property _ _� _ 2 p p Y 21) Gas pia'ng one to four outlets .00 ~� Type of fuel- oil ❑ natural gas C1 LPG ❑ electric ❑ -t -- 22) More than 4-p�r outlet C° NOTICE � SUS-TOTAL - LLi THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- STRUCTION ON STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 5%SURCHARGE DAYS, OR IF COt,4STRI":TION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL A13ANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER --- - -` tNORK IS COMMENCED. TOTAL Special Conditions _ ____ Date issued. .by — CITY OF TIGARD PLUMBING PERMIT 13125 SW HALL BLVD. P. O. BOX 23397 Applicants must twkl Oregon Registration to conduct a plumbing TIGARD, OR 97223 business or must be property owncdoperator not hiring outride help. (503)639-4175 Narrme of DevelopmerA Plumbing Permit No_ Addross ORS 1LZ1 610 QUAN. PRICE MAT. Job Tax Loot Mop No Addrwss FIXTURES Lot flbcit- StAodivisbn Sink _ ---T- 7.50 ' are or name lavatory Ttb or Tutu'Sha er Comb. 7.S0 s .Shower Only 7.50 Ow~ City/Stele zipWatarClasat 750 Distmtvasfmor 7.50 Phone Garbag,,Disposal 7-50 wasiming Madwme 7.50 - . Floor Dain f 7.50 Ma"Address Phone Water Heater 7.50 • Laundry Room Tray 750 _ Occupant t;ity/State zipLaundry 7.50 Name Other Fork res(Specify) 7.50 7.50 mmkv ass- Phone -- - 7.50 Gantractor City/State A 21p _ 7'50 MISCELLANEOUS _ -- City 0(m.Tax No- Seww 1st tar 30-00 State JO:.B&A No. State Pkmiws 134n.Lic.NO. Sawe.-ea-Adan 100' 15.00 (Rksidaw'ap water Service 1st 100" _ 20.00 I hereby aclaxr+todas dud I hr".red this wppRC&&w%!haft the kdonnatitxm water Basica et Addrt2M' 15.00 given is cwrect,that 1 am registered.eith the State Duider's board,and also Symm b Rain Drain t st.100' 30.00 have a Stale Pkxtbkmg bane Ihat the mxnbsm grmn aro cared.that as - - t*m*k+0 wmk wit be don♦in itirmcdence with appf WA@ txovkio-0(0- -Storm b P-in Drain Addit.100' 15.00 gory Revised Statutes Chapters 447 and 693 and spplfr]rds codes and drat m��S� 25.00 no hekm veal be mMk"j unless licensed under ORS(Al(11 exempt from --- State registration,ptease giro cru an b4m). tacit Flow Prevenbon 1 RICO NERC-I hereby oat 1. Cad I am the owner of 910 Property ds- Device or Ante PontAion Osvioa -- 7.50 acv>tned afwvs,al wtmtdm k�eatlae 1 prr,rmwe b nuke•pkxntmfry7 kmeda Yetkmn for Any Trap or Waste Not my own use and this property Is riot bekq c onstrvdsd for tulle,leas.4 m real. Carrs t fed b a FaAtxa 7.50 Catch basin 7.50 t1 ___-- __-� -------- kw.d Eidd.Pk"hin0 10.00 Per fir. F~rc- - _ --- ---.-_� ___ afFy fteQuested Inspectloru _ 40.00 Per Hr. _- t1) Akw-of Pkxnbkq wtd Jn an I-xteting flldp. 15.00 mki. .~. AfI1?/gf1lZF.0SIl3NATURE_- _- ----. Date New 06dg or&dict.Ad tdon 25-00 mkm. - - m -- - _-- Rain DLain,suule fallil . _ 0 Describe work new[] addition(7 afterntion r r) Clp- Lirg _ 15.E w t4 tie dome r6sidential(7 non"s al L --- f:3dstkV use of UAMV orpropeety -__ - $25. 70 minimum S(T3--TOTAL prupoeod U"of tat SURCHARGE , r' buWhig or pl0()-v ty ------ - 25% PLAN REVIEW r Thta perm!!bfvomom nLA rnd void N work a oarctrudlon stAtrorlred M clot Com TOTAL avenoed wAhin 110 dayanor N oenQnrdbn or work is onpe dod or dmandoned f- a pwW rA 180 days of any tlrt»adte+wa k M oamrninoed. WGCLAt.OOM MOMS.-_- CITY OF TIGA RD cmc CARD COMMUNITY DEVELOPMENT DEPARTMENT ON 115F-F1,111y NO SI:A30-i.(,'19 13125 S.W.Hall Blvd..P.O.Box 23397,Tigard,Oregon 97223,(503)6394175 1'.) "T 1 1.S 5 1.J 9 i81 / VIR'.M . NO . 061.016 JOB ADI)PIESS : 1/1'325 5W 1:U.*-2TI--I o--Vl::,. U5A N1.1MBE:'11: 35900 TAX t1AI'/I-.0'T' SkIF-1 : C'01-1:%!5 AGA"F.. .) I-T : I.-(-ND USE : I.01* GJ:Zr.:..: t7 SEN-VEON: '11U.." : PNG : WORK CL.Atifi : NE-V USE 'T*Yl.-.,I-': : tc) C-'I:JInPJl.y W:il'll R.J.1 11kricl c)-F I'l-le) Sc.�wc.)i-agc.� Agency . rl'1(-2 piviIr-nlit vi-X0.1--olin 1.20 (inty% chiii '111-11F.1 t(:)tflkJ. 06111101.1111. la in.a.ca W1.1.1 bei J.-F VI c.a P(ii)r,in:1.1, X 1:):1.1-$.-..1% "I I-I(,-a A c)(-o I I c.y d C I se III I-Icit, Uk.IIILI atrit-fQe t[le') atc:c!mr-Inc^y c)-F tl-t4;± 04: ti-I(io IRJ.(Jov:l lot.-Well., 1.aL t(4?1*1 di,1.111 . J.-11 tltrw lac?wel-' J.18 licit, 011e Limfic.,e U:LVC-111 . 14? illill '11.11cl 51 5iclW*11-0, P(..I I-in:1. it, ill.I I(J *t'I-Ic..! at 1Hki,er-P0. . a:NSWTAI...L. . 'FYPE : 1;1I-)I;.J-1V'.I.(XJ5 APEA : 9760 V: IXTUPE k.IN:I''T*S 10 TI'..N6N'Y' 1MPR(.')VF.MI:::N*1- . NO DWEL.L.ING UNI'VS 1 0 W N c)-V ("Vii-itut , E R 1.241150 SW (N)NNEC11:0N Ili 1. 1. 0 .7A.g at r-ri OP 9722-el L.TNE: I*Al:;, TNSTAI.A.— $15 . 00 1-410NE (333) 620- 10113A C H I Z.'A 0 N T (71,.013E JEFF R (N.J.)SI-F. G0Ns'rr;fuc.-T'xr)m A C P (3 X T T Al.(:)I.,hk A 5700'7 0 R PHONE.: (503) 649-7977 An 1,2014 MO. =051111111 '11 OTAL $1. 1415. 00 This permit is issued subject to the regulations contained In Title 14 PE.(.EJ:P'T* NO. /00500 of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and It Is hereby agreed that the work will be done In accordance with the plans and PE.:QUIPIED 1NSPECTY(ING specifications and in compliance with all applic-ible codes and SEWEP -J ordinances. The Issuance of this permit does not welve restrictive covenants. Contractor and subcontractors shill Mr.7 Yoe current city NA business tax permit-t. This permit will expire and become null and vold if work is not started within 180 days,or if work S Suspended or J abandoned for ri period of 180 days any lime offer work has commenced. It shall be the responsibility of the permittee to aesurer all required inspections are requested and apprcved. -ftrmittee Signature Issued By: CAL.l F OW T.N5 PE.'C"T (*)N 639 -1173 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CONSOLIDATEDngtonCounty FIRE AND RESCUE 1 Washington County Fire District No. 1 City of Beaverton Fire Department 'moi`T Tua[Mn Fire District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT Lip ST C/1u.r CONTRACTOR BLDG. PERMIT it PROJECT NAME FLAN REVIEW 4k_ _ LOCATION /,j y .S•i-v, l l�� of _ — JURISDICTION: 1= Be. 2= Du. 3= K.C. i= Ti. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= PIC 'COVER/ FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL ' L Framing IJ Separation Walls Sprinkler System El Shaft Q Fire Dampers (Overhead/Underground) Alarm System El k.00a' Extng Systems El Conference F] Spray Booth El Ceiling Over Other Date: Inspector: �'„� �, 1 �-``� Q P'LUMBING PEnM"I'.'1* CITE`'OFTIFARD -k,..4' PE'Rlilll' NO. : 1:)L881017 —ZT CITYOF WARD COMMUNITY DEVELOPMENT DEPARTMENT OPIGON 13125 S.W.Hall Blvd..P.O.Box 23397.Tigard.Oregon 97223,(503)639-4175 D A 1'r.-: UE D 1.0/,j 1 8(4 'JOR :' "1325 15W AVI::* -rt.)x I V)P 4,1 511.18 ('.'0LE*!:_j ACNEL!i) I-I)ND USI::: . L7 . BK : :C')1::,M: NO: NO : (JC)PI( CL.ASCS : NEW Wo"I f':P CLOSET 1, 1,FIA V, TYPE: : I-M-1-1GTOUS UP.*ENAI G(*.)NS1' .*I'yl:)I:- 113101 OW I-*'PVNT*P : : VN I AVOPATOPY I T PAI::' PI4'EMI:.'.:P GPP : A3 Nil . GoAl"48AGIii: . j 2 WASHTNG MA(:,I`-IJ:NF.-: DWFL.I... .UNT I'S : LAIJNDPY T*PAY BLDG - II)PAIN ( 11)TA FLOOP DPAIN SiTINIK Ski"WEP (F*I') WA'1134 HE.A*TER 5'1OI4M/I4A:I:N (Il"'T :1.00 1::1URIARIC7 : F;:I.djj Seq.j. w/ 17iarr, W 14-N-IM17, IV N :1.;�,e,150 11W FA.Igher' 4r.)0 00 E R 0A VIEN-.114 ILAXI*UPES PI-l(:)Nl'-: (,50*3) S1 All: TAX $3. 00 .:P C Ii 1.5 . 00 0 F;OWLEP N T PAC PI.J-JMF31N(3' R PCaI.I n X es A C Oil 9,71J23 0 T PHONI!': (303) 61113- R NO. 50P31. 7,07'AL $70 00 y:? tThis permit Is issued subluct to the regulations contained in Title 14 M':(XJP'I NOI. 4ML of the TMC, State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinences, and it Is hereby PI:.'QI-)3J4--:0 1INISPLUI tUNS '1greed that the work will be done in accordance with the plans and WA'T*I:!:P 1...:1:N1'- -,Pecifications and In compliance with all applicable codes and PL-11-91 I.1NDIr_:Q51.An ordinances. The Issuance of this pe, nit does not waive restrictive �ovenants. Contractor and subcontractors shall have current city business tax permits This permit will expire and become null and void if work is not started within 1180 days,or if work Is suspended or ,itiandoned for a period of 180 days any time after -Rork has DATN DPAIMS commenced. It shall be the responsibility of the permittee to assure ri'1111:1111`1 DETAIN ail taquired inspections are requested and approved. r'TNAL m 'ip Signature Issued By SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE CITY O T16A RD CrTYOFTWARD NO. : 13I.A38:1.0.1.6 COMMUNITY DEVELOPMENT DEPARTMENT 0RFG*N 13125 S.W.HPD Blvd-P.Q.Bcx 23397.Tigard.Oregon 97223,(503)639-4175 7-7 DAI'E. 15!�;LJED: 9/2:1./ES PAIM NO. PM*T—*6 010 1.6 JOB ADGArE'SS : 1,4325 SW 112TH AVE FAX MAP/1 OT SUB: C'01.-ES AC',Pl:_;:S L AND USE : I Q'11' S'1ZE: VAI I.JA1'1ON: !11 1001000 5CA"BAC,11<5 1-PON U : PEAR: WORK (711-ASS : NEW DWEIL.L..LIN I T 15 I-EFT : RTGI-47* : USE I Yl:)11:: : PEI NO. 8F-DP('.)0MG : V:.Xl* . WAL.L. CONST : CONST . T'YPIc: : VN NO. BA'T'HS : N.Nk' S : E:NA W:NP 0(*.,C,LJI:).OPF' . : A:3 PPO*Y* .,"1P"EN 3:N('.;S : (:)C(:I(jl:) .L.()AD 21f7 N:NR 5 :NPI NF1 W:NP '113TAL. AFIE-.:A: -118i.N) NO. ST01:41ES : 2 37-i0 R(.)(*)I;:' CONG'T*: V.ND: 61:'4E:A SEI:)(-)A'? NO D X. BASEMENT? YU S 3PD: 0(, 'LJP, !5EPAA'? NO 1:*,A- 'IF E--D Ml--7ZAN:ENI---*'? NO HASEM 1 1 11.090 F-1-00A LOAD : 100 F"111E. GPRI(IJQ7 NU A.I..A R M I? P'L.(:)W(GPM) D,E 111:C*1 '? 1146A4Y IAC i-.7 A 6 1 19G11" . YES 11!"IIJ II n-r— F-1-019 C,'I-il:--.(:;K UY : J11-IJ I:4--'MAI--4KS : 1*?:I.(:I(:l Shir,01. w/ 1a)wrt +iiii!sh c)f J.rvi.rer-:h:)r, . RETSSLIEE 01-7 NU. I AST PI:-:*15SLJL 0 FEES : WI'' N $1eI33 . 00 E :12/150 !.-"iW FA.%her, PI AN IQE:V:EF-W NtictEal. . /1.1 R -TA.g a r f.J (117 972241 17 3.2 1�1--IONw: (503) 6VO--70011 !t*I*A'rl'-*: TAX 21 . 65 C 0 r)EVEL0PMI::-'N'T CI-4APGE:S : N U.-OSE JFFF SDC(S*T'(:1nM) IUP 50 . 00 T R CA.0SE (:.('.)N sn:;tuc-l'i:ON 5 10111( 51,PCX:T 1 $1 , I.PO . 00 C A p(3 9 a X'/1.1.5' p0c,11# T A1.01`191, OP 97007 '71.1p PPEPAID < /I"1/1. 6::1: 0 PHONE (.503) 6419-797 7 I R I wEc I 1:1,1m 6--1,10tq Nn ("I riptry TOTAL. 1111111. 82 4. 6."' :71 rX This permit is issued subject to the regulations contained in Title 14 PEKCAUPT N. 001-0() of the TMC. State of Oregon Specialty Codes. zoning regulations ....... and all other applicable codes and ordinances, and It is hereby NEQUIP114-17 INSF-11ECTIONS agreed that the work will be done In accordance with the plans and specifications and In compliance with all applicable codes and ("A'TY F)PPr4C'I--I/SW cil'OPM DRATIN ordinances. The issuance of this permit does not waive restrictive F00"I'l NG OTHEIZI111111 cc covenants Contractor and subcontractors shall have current city FLA.JNDA1*.J'.(.X4 WAI I F1:NAL- CM business tax permits. This permit will expire and becomi mull and UJ !if AS void If work Is not started within 180 days,or if work Is suspended or ,abandoned for a period of 180 days any time after work has V*'(*)S*l & REAM commenced. It shall be the responsibility of the permittee to assure FigAM 1:Nf'3 all required inspections are requested and approved. 51-11:.'.AP WAI-1- AnDIF NAII-IN47, 1451JU)I"LRO� GYP . SUA PrnIIieeSitgna Signature 14)14 DPA I.N S Issued By, to i f 1- (11 CAI-I FOP INSPIEC-TJON 6,'P? 41.'7"1 SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE INSPECTION NOTICE City of Tigard Building trtment P.O. Box 231 Tigard, Oregon 97«3 Phone: 539-4175 Type of Inspection --- Date Requested_— Time____�,L_A.M. P.M. -�C �� _ Permit # (, /0 Address __L��sU� �/� Owner ` hC C Lot Builder The following Building Code deficiencies are required to be corrected: i t- Presented to -- -- Approved Inspector Disapproved Date �' ��- U --- s CALL FOR REINSPECTION ❑ VES ❑ NO INSPECTION NOTICE �,✓ City of Tigard Building Department , P.O. Box 23397 Tigard, Oregon 97223 \� Phone:,,639-4�175� Type of Inspection ��.l1J.dLL1S�-1-1' C Date Requested___ ` /91 �/, Time _ A.M. P.M. Address / q 3 z //c2i' Permit # Q� Owner 1 G.L t Lot # Builder The following Building Code deficiencies are required to be corrected: ;7z5 14f R V, - - - -- co w Presented to It n-'Approved Inspector _ 0 Disanproved Date CALL FOR REINSPECTIOPI 0 YES P1 NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time A.M —P.M. Address Permit # Owner Lot .1 Builder The following Building Code deficiencies are required to be corrected: L17 Presented to 11-Approved Inspector Disapproved Date CALL FOR REINSPFCTION ❑ YE3 ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection d f�f ir r Date Requested A.M. P.M. AJdress Permit Owner Lot * 6d 2 Builder The following Building Code deficiencies are required to be corrected'. Approved Presented to Inspector Disapproved Datp 2- CALL FOR REINSPFC77ON ❑ YES El NO INSPECTION NOTICE City of Tigard Building Department C P.O. Box 23397 jTigard, Oregon 9722.3 ` Phone 639-41^75 Type of Inspection ° ' Date Requested - Time--A.M. P.M. Address 1 S Permit # Owner Lot L # Builder C4�-�-- _ -�c f-AC- The following Building Code deficiencies are required to be corrected: Presented to _ _ ' Poroved Inspector ❑ Disapproved Date CALL FOR REINSPECTION 0 YES ❑ NO a•�as�elase! 13125 SW HALL BLVD. PLUMBING PERMIT p., O. BOX 23397 npplicaots must hold Oregon Reglstrat;on to conduct a plumbing i 13AF(D r OR 97223 business or must be prop--ay owner/operator nM hiring outside heli-,)- Jt U3, 639-4175 Name of Deve n1 Plumbing Permit No, Address Description Z ORS 814-21-810 ,-- DUAN. - PRICE AMT. .11 Job Tax Lot Map.No. Address _ FIXTURES l.�l Block Srrtdivlsla� - -- 7.50 S!nk — t.avato�y 7.50 s Bole(O(name U Snn04S — — _ I ub or Tub/Shower Comb. 7.50 ar r.-g nu 1gess - Showor Onty 7.50 WatorCYnet i_--- k� 7.50 Owner Coy/State ZP - 7. Dishwasher 50_ YGarbage Disposal -_- _--- _--7_50 Washing Machine 7.50 Nemo Fbor Drain v•Y7 v _- 7'5 ung 3dreSs Water Healer - laurxlry Room Trey _ V - 7.50 Occupant City/State zip Urinal -� --- 7.50 -game \, ` Other Fixtures(Specify) 7.50 1� �`� 7.50 Maiw v MNess_ f'fara+ MISCELLANEOUS 7.50 v µ'tv� l2_�.. - 7.50 Contractor ChY/Stat ZIP ` - City Bus.Tax tio. Sower 1 st 100' , - _ 30,(,0 3 Sewer-ea.Addit.100' — 15.00- - - tate s, o. tate s.1W. o. -- 20.0 (Residential) Water Service 1 st 100' --- Water Service es.Addit�r 15.0 _ 1 heretr/acknowledge that I have read this application.that the kdOr-tion --- given is correct.Ilial l am rogisiered with the State BuAddrs Board.and also Storm 8 ficin Orem 1St.100' --,- 30.OJ _have a Stale Pkrnbkq%Corse that the n m l)em given am coned,that an1 S.tX7 _ plumtwV work will be done in accordance Pr with applicable VWA3ns CA Ore- Storm b P:in Drain Addit.100' _ - pon Revised Statutes Chapters 447 and b93 and r>ppilcable codes and that Mobile Horne Space 25.00 no help will be employed unless W erreed under(NIS 693-111 eKempl born Bade ,Prevention - --- Slate repistratirxr.Blease give reason belaw). Device or Ano-Polkrtion Device 7_50 HOMEOWNERS -I t,ereby cert%ry dud I am the owner of the property do- - ocnbed above.at wtr•,s lorAdon i pi opose tunuke•pkm>t*Y7 kl&ULKnlion for Any Trap or Waste Not my own use and Ibis I(sporty is nN,bekv uct xtstrued for sale.{ease or ren( Connected In u Fixture 7.50 n Catch Basin 7.50 - -- -------- ----- - kup.of ExMt.Pknnbenp _ 40.00 Per Hr. - -- - ------------ -- `-- S�lally Requested lospocti- _ 40.Ib Per Hn. R (Ja i-- Alter.01 PkxhVk�q wtthln 2 S N --- --- ---- --- ---- - sn E!ds*V BId9 --- `ISt1�714tt- Lam- ---- --- - -- - ----- -Oefo New Blip.or Build.Addtdw 25.00 min. AUTt4onVEO SIGNATURE F+ ri a-ain,s e tanil 15.00 I Dea«it)e work new❑ addition( 1 albmstion(I rnpa r — txf done residential(-] non-reaklenliel I I - J - Extsting uta r f SUES-TOTAL D. txAk1!ktq«pr0(wrty - ----- 1 aIle of 5% SURCHARGE 5a ----- Ix�orpr,(,erty -- 25% PTS REVIEW TOTAL Tt*porn*bem moo ndl and void^f work or oonatruAm wAho:iiad Is not cops monood wkhIn 100 4",or It rxwwh,lxx,* Or wrxtt is*"Wwwwl or abandoned ler a lfarkxl of 1110 flays d anv Ikea rfkw work is ocxrnrar%awl t!'71CIAf_(�UIiO(TlC?N9 - - ------ - Data bsuacl by P.O.Box 23397 ITY OF T'-GARD PLUMBING 1315 Sd Hall E,1v1 Applicants must hold Oregon Registration to conduct a plumbing Ticprd CR 97223 PERMIT 639- 175 business or must be property owner/operator not hiring outside help. Name of t7vmkVment Fi r Plumbing Permit N.?wit ',��}} ^ Address Description 14325 SVI 112th, Jjgar-d Or, ORS 814-21.610 DUAN. PRICE AMT. Job Address Tax Loi Map.No FIXTURES Lot Block Subdivision - Sink 7.50 ane or nameofsiness Lavatory Same as above Tub or Tub/Shower Comb. 7.50 Mailing Addres Shower Only I 7.50 Owner City/ tate Zip - WalorClosel- .. _-_ 7.50 -7 Dishwasher 7.50_ Phono Garbage Disposal - - - - 7.50 Name Washing Machine 7.50 _- Floor Drain 7.50Sane as above _ Mailing Address Phone_ -- v.- l Water Healer l 7.50 7,56) Occupant - __ - Laundry Room Tray --^ -----7.50 p City/Stale ---zip Urinal 7.50 eme Phone Other Fixtures(Specify) _ 7.50 4L. WWT PLUME NG E,A8-(,441 --7.50 01ailing Address Pion 7.50 IP 111116 i t ip, PO Box 1056 -� ��---- - 7.50 -- Contractor Cty/State Zip Hillsboro, Or 9712 _- MISCELLANEOUS City Bus.1 tw.No. Sewer 1 st 100' 30.0 j 50231 Sewer-ea Addit.loo'- ---- _ 15.00 State s.Boardo. tate Plumbers us. lc. o. - (Residential) WaterSerikxr 1st 100' 20.00 34-181 PIA - _ --- I hereby w*-Dwledge that I have read this appllcabon,C1st the informarion Water Service ea.Addit.W- 15.00 given is cored,that I am reglslered with the State Builder's Board,and also Storm 6 Rain Drain 1 st.100' 1001 30.00 h=.o;. .ale Plumb,4V license that the numbers given are cortect,ft all - plumbing work will be done in accordance with applicable provisions of Ore- Storrs d Pain Drain Addit.100' / 15.00 gon Revised Statutes Chapters 447 and 693 and opplleatk codes and that Mobile Home Space 25.00 no help will be employed unless licensed under ORS 683.! oxempl from --- -- Slats registration,please give reason below). Bade Flo,*Prevention HOMEOWNERS-1 hereby certify Clad I am the owner of the property de- flevkb or Anti-Pollution Device 7.50 -� scribed above,at which location 1 propos to make a plurnbinp lmtaltatlon for Any Trap or Waste Not my own use and dila property Is not being constructed for Gala.lease or rem. Crxr»cled to a Fixture 7.50 _ Calch Basin 7.50 Inap.-f Exist.Pkxnbing - 40.00 Per Hr. Specialty Requestwd Inspections 40.00 Par Hr Alter,of Plumbing V*id* -- -- �^ U 31 Y -1 Exdeting Bldgs 15.00 min. wins AU ED VMNA' RE` Date Now Bldg.or Build.,64WIon _ 25.00 min. Drain e farni1 F Describe work new addition afteratbn re air - J ® O O p ct d.>el.li_r1� ,- 15.00 _ 12 be done residential n non-residential Extstlnp the of -� NAdIrlp or p-operty ---------- - fil/d-TDTA_ 2 2- UI»of -.` WRhVi110EWhatig r . txpapa'y`--- TItM Pwrr*bsoornes J1 .m void M wrrk or oo.,strmtlon suCrort>tad U not con- ��• Q� rrwwod wk0 iii 190 days o,N om a*ucMon or work r sUspery ad or stwdorwd ler a Period d 190 clays all ul dmo adwr work la oorrxwsnosd. ttl1101111ClA11ooli0ITloNs Date issued by ,_ _ CITY OF TIGARD MECHANICAL PERMIT Receipts Permit# Description City of Tigard Table 3A Mechanical Code QTY_ PAICE AMT -- 13125 S.W. Hal! Blvd. 1) Permit Fee -0- T-0- 10.00 P.O. Box 23397 — —— — Tigar-i, OR 97223 2) Supplemental Permit 3.00 639-4175 Furnace to 100,000 BTU 1) incl.ducts&vents l 6.00 Furnace 100,000 BTU + 2) incl.ducts&vents 7.50 rName of Development — Floor Furnace I / _ 3) incl.vent 6.00 Job Address Suspended heater,w311 heater Address //"' / 4) or floor mounted heater 6.00 lax i-ot Map No. Vent not incl.in bit elock Subdivision 5) appliance per lit 3.00 Name(or name of business) Repair of heating,refr ig., 6) cooling,absorp!ion unit _ 6.00 ailing Addross phone 7 Boiler or comp to 3 HP — Owner M ) absorp.unit to 100,000 BTU 6.00 6tyrstate Zip Boiler or comp to 3 HP-15 HP 8) absorp.unit to 500,000 BTU 11'00 Name 9) Boiler or comp 15-30 HP absorp.unit 112-1 million 15.00 Maiin.g A.'dreas Phone Boiler or comp to 30-50 HP 10) absorp.unit 1-1.75 million 22.50 Contractor Cllyrstate - p 11)Zip Boiler or comp to 50 HP absorp.unit 1,750,000 BTU 31'50 Slate FiagislreNon No, ) -- City Bus.Tax No 12 Air handling unit to I 10,000 CFM � 4.50 I twreby acknowledge that I have reed this application that the inl�xrneti+xi given is 13) Air handling unit 10,000 CFM F 7.50er correct,that I am the owner or authorized agent of the own ,that plans submitted art.In -- compliance with State laws,that I am registered with the State Builders'Board,that the 14) Non portable 4.50 number given is coned (It exempt from State registration please give reason below; evaporate CooIP Vent fan connected 5 to a single duct 3.00 -_ —-— Ventilation system not _ - 16) included in appliance permit 4.50 Hood served by — 17) mechanical exhaust 4.50 Signature(curter or egenq - _ . — _� — Date Domestic type -------- —� -' - � Describe work O addition U alteration [ l repair [1 18) incinerator 7.50 R to be done residential p non residential [A Commercial or industrial - N Existing use of type incinerator `-' 30.00 building or properly __-- 20) Other i.e.,woodstove,water he4.50 ~ heater,solar,clothes dryers,etc. J Proposed use of �' building or property— co - 21) Gas piping one to four outlets 2.00 w Type of fuel- oil l] natural gas 171 LPG Cl electric Cl - --- -� 22) More than 1-per outlet SUB-TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- •--- STRUCTION AU i'HORIZED IS NOT CO'AMENCED WITHIN 1;30S&10 46 SURCHARGE DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR - PLAN REVIEW 25%OF SUB-TOTAL— ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER - - WORK IS COMMENCED. TOTAL Special Conditions __-- -_- ---- _— Date issued by _—_-- RALPH C. BONADURER, ARCHITECTS D E S I G N F O R T H E P A C I F I C RIM RAFFLES PROFESS10.vAL CENTER 9040 N.E.SANDY BLVD. PORTLAND,OREGON 97293 303/294-63e] FIRST CHURCH OF CHRIST SCIENTIST TIGARD, OREGON Revised Scope of Work Sheet A-B The Site Work will remain as previously described on the Plans and Specifications. TF_is includes the surface storm water containment. Several trees along 112th Street will have to be removed with the construction of the required 5' wide sidewalk as the new sidewalk will cut into the center of the root structure. Sheet, A-1 1. Delete the large 310 x 8/8 x 10" footing and replace with a 'B' pier. 2. Delete the 'B' pier on the exterior south wall. Use regular wall footing as per Det. 6/A-1. 3. Square off the S.E. corner of the foundatlon. Sheet A 1 . Floor framing to remain the same. 2.. Roof framing to be changed to trusses in all areas. a. This would eliminate all ridge beams as well as any dummy beams. b. See special trusses diagram providing vaulted ceilings in the eaditorium and the Sunday School. c. See truss diagram for flat bottom chord trusses in foyer, committee rm. , children's room, and restrooms, with 8'-4-1/2" plate height. d. The trusses eliminate the "Ceiling Frardrig Plan". 3. Basement Floor Plan (this area will be ur:Zinished and not occupied -= for any use at this time.) 1 a. Delete stair to the Main Floor. However, frame for the stair- well and Door #33. b. Cover entire ba;; 1•,liling wish a layer of 516" Type X, 1-hr. U.L. rated Gypsum Board and fire tape. • 1 c. Frame Lav-4, Furnace Room, and Elactric Room and their doors. J d. Rough-in plumbing lines for fixtures in Lav-4. e. Delete doors 31, 32, 35- f. Change Door 30 to exterior solid core. Paint grade door. REGISTERED ARCHITECT OREGON • WASHINGTON • IDAHO MONTANA • WYOMING • COLORAUG NEVADA • CALIFORNIA • UTAH ALASKA • HAWAII • U.S. VIRGIN ISLANDS Pa-c Two g. Delete furring of all concrete walls. h. Install Viking windows of the extrusion as shown on details 2/A-9, 3/A-9, fixed sash in the window areas, noted as 3/Ox5/0 and 3/0x3/0. Glaze with 5/8" insulated solar bronze glass. 4. Sheet A-3 Grcand Floor Plan a. Frame the entire area South of the South wall of the Fo7er. b. Do drame the two hall (#102) walls to their proper height, in- cluding roughing in for doors #11 through #17. c. Delete the other framing fcu. the Lav's 2 & 3, Service Rooms 1 through 4 tear platform area, and the wall separating the Auditorium from the Rear Platform Area. d. Install exit door #2. e. Delete the Exit Concrete Walk. f. Delete platform framing. g. Rough frame for ('oorq r#10 & #11. h. Bring sanitary waste line for Lav's #2 & #3 to floor line and cap. Extend vent lines through roof. i. Install windows 'F" j. Rough in for windows A,B, C, then stud in to receive exterior sheathing and siding. k. r' , gypsum board in this area on walls or. ceilings. 1. Nail and glue the 5/8" CDX plywood to floor joist in this area. m. Urle+.e approximately 22' of the covered porch concrete slab, and the North steps, including hand rails. Do install porch column footings with concrete piers brought up to finish slab grade. See Detail A/A-3. n. In Sunday School ( Rm. 1.10) cover the stair well with : ib-floor and 5/8" p��.rticle board. o. In Committee Rm. (107) rough In for counter sink. Delete all cabinet work. See elevation 7, on Sheet A-7. p. Delete doors 10 & 11, but frame for their future installation. Delete window 'D' , but frame rough opening and cover. 5. Sheet A-4 a. Wall Types: Install required insulation batts in exterior walls, i/A4, even though the wall may not be finished on the interior side. b. Trusses will change profile of ceilings on Sections A/A-4, B/A-4 6. Sheet A-5 a. Stair well +.o be framed in, but main floor to cover opening. Page Three 7. 1h t A-6 a. The n,�w roof trusses are to be desitTned to take the 10#/Sq, ft. load. of the proposed TDYO glazed ceramio tili3 roofing, b. A composition shingle or a two-ply built-up roof will be used. as -the current roofing material. 8. Sheet A-7 a. Delete cabinets in Elevation-7. b. Delete all rostrum Desk and Screen Details. 9. Sheet A-8 a. Detail 1/A-8 will remain similar. b. Detail 4/A-8 deleted because ase of trusses. c. Detail. 7/A-8 of shear wall at roof between rafters will be be- tween trusses. d. Framing Section F/A-8, change header to 6x8. e. Delete on Detail. 8/A-8 the 6xE3 column and solid joist blocking. f. Delete Detail 9/A--8. 10. Sheet A9 a. Delete window patterns A,B,C,D. 11. Sheet A-10 a. Delete spire. 12. Sheet A-11 Note deleted doors, frames and related hardware. 13. Heating M-3, M-4, M-5 Install the heating units as indicated on the Drawings and specified for the original Sunday School, and for the foyer, meeting room, children's room and restrooms. .- Install the main flue and manifold to the flue. N 14. Electrical (to follow _J .-r W J By Ralph Bonadurer May 2, 1988 C17YOFTIVARD- PLAN CHECK APPLICATION PLAN CHECK # 5 -� v C CMOFTIGARD J PERMIT 0 eg P-/7,.f1 YY 11 f! COMMUNITY DEVELOPMENT DEPARTMENT OREGON DATE ISSUED 19125 SW Hall Blvd. P.O.Box 23397,TOW,Oregon 97223(609)6394176 JOB ADDRESS: 143AS S �r ' /f Z T4, 5 TAX MAP/LOT SUB: _ LOT: _ _ LAND USE: VALUATION: / I O , 0l'0 ^ OWNER SPECIAL_ NOTES NAME: SC/E•sVTcST' REISSUE OF: ADDRESS: LAST REISSUE: _ FLOOD PLAIN/ Z /r Aez- .1d_ SENSITIVE LAND: PHONE: l� i�-0- --lee- —7 0 _ APPROVALS REQUIRED CONTRACTOR PLANNING: ✓ C� � 7- a NAME: J AFF CCU 5 v �r�r�6t�_��n.� ENGINEERING: y ADDRESS: _ C /��[ 7// i FIRE 07PT y OTHER. L c4 ?977 PHONE' _ ITEMS REQUIRED LIST/SUBCONTRACTORS: _ �Q6� ARCH/LNGINEE BUS TAX: _ /NAME: CALCULATIONS: ADDRESS: n _l? ,IJc`;• '54A_)kQ('1 UIO TRUSS DETAILS: 'j , 0ef'-w 2?✓�' �L ,4tlJG), el z Z/�, PARKING PLAN: _ LANDSCAPE PLAN__ PHONEOTHER: COMMENTS: fAtA c) A-1,,Yg - J At t 4ie f�01ate1,c.. . f- 5�/ L*e 4 It ji, -e 4th f, PERMIT # ACCT It DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10---431 01 Mechanical Permit Fees 10--230 01 State Buildir "ax (5%) BUi.lding Plumbing Mech 10-433 00 Plans Check Fee 2E-/. Building Plumbing _ Mch 30--443 00 Sewer Connection (20%) _ 30-2.02. 00 Sewer Connection (80X) - 30-444 00 Sewer Inspection 51--448 00 Stroot System Dev Charge (FDC) //,l41%,_L� 52---449 Ul Parki I System Dev Charg+= (PD( ) ,`1-', 52-449 02 Parks II System Dev Charge (PDC) J 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) _/_4.u S ! G y. 5y 10--230 09 TRFD (95%) �. �,6 b b L _ 10•-435 00 TRFD (596) 31-� 10-230 06 Washington County Fire N1 (95X) 10-435 00 Washington County Fire #1 (576) 10-22.0 00 Oma r•L/Wedgewood TOTAL. _ y5 n i REC 11 _3/4 5 b' — APpI...'tC T SIGNATURE Receivocl By: 1 _ Date Received: _S�//p /&, ht/3587P - 4 i i"II} 1 "^• t t %12-T. I�JAFTJ. S MA(.L r Cine) • (4, _ � p r 1 MEck.,, rZ.M. (20() s► N v J � C.7 _ w L'O My C 2 ((4 t -0 RALPH C 80 NnDURER ARG'HF'ECTS BpgU N.E. SANDY r_ s .. A- m � � • 2' • ,�4@ _' ,. - PORTt ANU. ORE(-ION 97213 RALPH C. BONADURER, ARCHITECTS DE SIGN FDR THE PACIFIC RI N,1 I RAFFLES PROFESSIONAL CENTER 8040 N.E.SANDY BLVD. PORTLAND,OREGON 97213 503/284-6360 September 12, 1988 City of Tigard Mr. Jim Jaqua, Building Official Y. 0. Box 23397 Tigard, OR 97223 Ret First Church of Christ, Scientist CU 7-86 Dear Mr. Jaqua: Enclosed is a revised print locating an additional exit door from the committee room. Also, there is a Note 1/A3 describing the construction of the basement ceiling. Door #11 will be left in place to provide access to the un- finished area. When the building is constructed, 5/8" Type-X gypsum board will be used on all walls and ceilings. These were comments I reviewed with Gene Birchill, Deputy Fire Marshal. Very 1 Ralph C. Bonadurer Z �i ccs Chas. Henry, Church Rep. L Jeff Close, Cont _actor Gene Birc.hill, D.F.M. J C] L7 Encl. RCB/ab REGISTERED ARCHITECT OREGON • WA`I--IINGTON • IDAH0 MONTANA • WYOMING • COLORADO NEVADA • CALIFORNIA • UTAH ALASKA • HAWAII • U.S. VIRGIN ISLANnS A RALPH C. BONAOURER, ARCHITECT DFSIGN FOR THE PACIFIC RIM 97iAFFLES PROFESSIONAL CENTER 6040 N.E.9ANOY SLVO.,SUITE 200 PORTLAND,OREGON 97213 503/254-6360 FAX 303/2540471 August 29, 1988 City of Tigard Mr. Jim Jaqua, Building Official P. 0. Box 23397 Tigard., OR 97223 Res First Church of Christ, Scientist Cu 7-86 Dear Mr. Jaquas This letter and attached drawing is in response to Ger- Birchill, Deputy Fire Marshal'o .letter to me of June 21, 1988. I will make comments on the numbered paragraphs of his letter: 1. This will be complied with. 2. The ceiling and wood framed bearing walls will have: 5/8" ;'ype-X 1-hr. Rated Gypsum Board, fire taped. There will be 1-hr. Fire Dampers installed in ducts when elver they penetra-Ln a 1-hr. rated wall. There is a, mechanical shaft proposed from the furnace room up between the Sunday School Room (111) and the Small Children Room (108) to house ducts and flues. This shaft will be of 1-hr. construction. 3. Second Exit. See attached drawing A-A. All exterior doors will have panic hardware. 4. Roof Coverings, The composition roof shingles will be a Class 'A' . I will submit a Label to your office. 5. Each side of corridor rsalls, that is the corridor side and the parallel room on the opposite side will each have 5/8-X, 1-hr- Rated Gypsum Board, 6. Door #11 will 'be installed to provide access to the unoccupied area. v7. Any work done in expanding the facility beyond its initial Permit, �- as Architect for the Church, I will secure additional Permits. 8. As Architect working with the Contractor, I will check all block- ing requirements. CD I�1 REGISTERED ARCHITECT OREGON .WASHINGTON .IDAHO MONTANA .WYOMING • COLORA00 NEVADA .CALIFORNIA . UTAH ALASKA •HAWAII •U.S VIRGIN ISLANDS FEDERATED STATES OF=MICRONESIA i Page Two Comments on numbered paragraphs continued: 9. The insulation specified will have a flame spread rating of not to exceed 25 and a smoke development class of nct greater than 450- 10. This will be complied with as the building program expands. 11. I will secure an address and post on the property. 12. The permit set will be in the construction office. 13. The job superintendent will call for all. inspections. 14. Certificate of occupancy for each space will be requested as necessary. .--7 Very tr 3(6urs, Ralpi-, �nadurer l cc: Uhas. Henry, Church Rep. Jeff Close, Contractor Gene Birchill, D.F.M. File: 8702 Encl. drawing RCB/a.b TRANSMITTAL }ATE. 11/O3/88 ATTN: .Jim JacQua. CLOSE CONSTRUCTION COMPANY PO Box 7112 Aloha, Oregon 97007-7112 (503) 649-7977 JOS NO: 00.27 i0: Bualding Department PROJECT: First Church of Christ City of I`i g and PO Sox 23397 14325 SW 112th Tigard, Oregon 97223 Tigard, Oregon Number- Date Description 1 10/20/80 i Roof truss shop drawinrs r r , e r , e r , e e , e e _ , (X) FOR APPROVAL < > APPROVED ( ) APPROVED AS NOTED ' ( ) FOR YOUR USE (X) To replace set apparently lost in the mail ! rL r- Very truly yours, w CLOSE CONSTRUCTION J CC. 1 ICBG Evaluation Service, Inc . A subsidiaryccrporaliori of the International Conference of I3uildin6 Officials Report ko. 211 E ALU ION REPORTApril, IV6 6 F%j CSI*M:FASTENERS—Steel Gumm:Flillra — &.►MP'UI'RUS TRUSS PLATT-S - rrPort comply with the 1095 Uniform iiullding Code,subject to the COMPLiTRUS IPC. followh!k conrfltlont: 171/74 WFST SIXTH STREET,5U1'r F:114 1. Thr connector►art Indalled its sol forth in 1hI1 report. l OR0NA,CALIFORNIA 9172n 7. A!lowshie Inadc are as set forth In Tahoe No.1. I. SatM,jeett Computrus Thos Plates C. The allorrab!r mads may be inciresowd for duration r orad I,% ire IX'escriplMn:The Comptrtnns'rnns:•ilacca art l+urrhet!fn>m Mrs. IA4. arrorder a whir Stttion 2Sts4 tc)4. marl 20 grerge gslvwnIze4 sheet steel mceti; mech,nical rttc,uirements Connectors aur intlalitd In pTl►v on oppea{er faces of the mem- rrtnbtiahed Stmvtard No.27.1 for A 44b(lrs,ie A o h;aaher steel. herA c mritcied and are not installed at locatlons whore knots Toe±PIN"hwr.9.•1 teeth per tyruwr inch of pine,each a{Trroxlmstely 45 occur. irrh Ia le ph and afTmotimetel7.106 inch in wi th.The teeth arc itched 51 Appilsslirm or truvi plater to wood members with a mteWorr M pain,sr,th each Pair spacetd Y.inch on r_r_osier along the wk th of the plate, ef",Irnt eztv"linR 1't``MrcYnt requlrey tbat only go prres, of the r*4 .95 inch ori venter along the length Alternating ►oris of teeth are 10*1 value la 1hhle No.1 banted,d,P1aan snbto o the Wild- 1"XR0r*4,10 Inch from odjnctm—1.The-CN-sores pipes are irtenti• In±t eMcial for approval must :,tdk'Ate a maslms to ssaitture "110 the"C"Mics,CXCgM that every third rrrw of teeth is omitted.Plates conte"i for the word at ibe lime of pshtc h+etallatlon. W svalirW .in incrtmenh of 45 troch in width,up to 12 inches,and.RJ inch 6. Slrrssrt a!the Pel sectktn of strvfi pls!rs ness are toot In extof low in k•nfti,as tepirro by the design.The plates our..sM ied to trees memhers r Mors permilyd In t:hapler 27 of iha rnete.'I1rr mattimum tettuit. &r pairs on era:in fr._x of each fvim with n power Icess eonstcuc.-tcd to lore.!,4'et.-rmined- multiplying tic virItkisc•y ratio JMrs tIM sresrrd/irne with the ntisriu/acturrr'a tltxifxaticvia. Ames area of the plete times thealt,rl dreign strew. Itlatlklcatlaat Thr Ct ,crus A".WA Crlate is emtx%wd wi•h the.leper 7. Where tone-hour rite-+•►•optive tmnstrwclltm Is rtgslred, Pet• "•C"forth►No.20 gouge plateand'CIO' for the No.IR gauge;^'ate,TTx F,voluation Relx+rtc Nos. 1152 and Ib111l. No.20&s"FC CN series u identified by the leltrts"CN"embo"W on the r. The allowable ineA+•slots ore rr^nenmrvAM only when plan9 plass,ted'CNIB"fcxtheNo. IRgueeplate. truerderlpnsandcalrulatlnnesee,nthm!ltrvlandscrry+ted ►the Ili. RrideLulldlnxnlfir{slsoshnwMltelMtl+Ianrewith the tlnl'%,rmRtr{id- + toce Srbmlttetlr Ckscriptivc literarute. detaip, calculationsj and load teats are stohmilted in compliance with U.R.C. Standard No Ing Code and gwclf;Ing Ihnt fahrication irrcperUnr,will iw pro jl vldrd In accordance itlih tin-tion 7!.go chi or the Inde. 9. TYum"are{ndiviAoallo,drslRned In smirdanre oIlh r rngnlrortd Flnd'ngt2 engliterr{ng prin.•Iples. i IV. Fledrnsa:That the Computrus Troia Post" dwcribtd in this this report Is subject to re-etnminalinn In ori►rear. ! TABLE NO.I--ALLOYWI9LE LOAD IN POIJNDS PER SOUARE INCH OF PLATE CONTACT ApEA plata%IIRN^K6 _— f1RlCntrKtrarq 1 t►oVn+CrotveLLosrrrtNe 3urM"aT"ti+i ot►enre►., y Ow+cMs.d It nue+nn i+'r:++en ar 1ee a,qn -Dlr.ei+en et i oia.rMt arwetisn�.t i esu -�ttlrwlien w iii:ltli 1 Mpms M tit.LwVillh soap.N b esu tAnph Il+.rort to nw L:"ggh As+ew ti ttw,,insist aa.lret+b•M LWq" _ p tt..suer at stn rho. _d the►ais M ins►lots _ et wa suss vn TE Cb4r N'bMI' Ybse' N Mev r is1!• — s!bt+e trMa! ff— loaT atp, i_..---C 146 165 Yu 110 9 I10 q iiiim iiai_ " _ 4 2 J TUALATIN VALLEY BUILDERS SUPPLY LAKE OSWFGO, UR pr/%, Ito U. B. C. S 7 ANDAR0 25-17 SECT. '5. 1738 & 39 QUALITY AUDITED F+rhlntion reporl ,fWNO realua►iers Sep 4r• f•,, err i••,,rd roil+ Mpessside iryfarrha11dt1 to f+ 1 lnembtrx oJ►('ef' atr(NJaR fAe rnr!r►pea .hir.4 the repnrl it hared F rofaarirn rrpn►r eve nvllo be rnnrhnrAe prrrrnli�� 0,10A•Hes orae,rnherfit frihutH not fHr(nrellr addrrasnt nor as� ON endr.rtemrnt Or rersnemth/erien jot use fifth-rL'sitett"Port Of#report is hot ed apo"indrprnden/Irr11 or when►t chorltal a-td NVII,m-►fed Ar theoretic el,rhe ic'so F lluoNan St►rter.t at.,fetAsi,d n f bet rovie%rd rhe frit It tufts and/or alAer stain, hue Ae.•t .rN pns,r•l+fruj 411i*,to ohnAt fadrpendrn►we, firnrion. Then to as wanner►A• CFO 6retualion Stn•irr, flit., express ar impho hoin �•fyhlfinR"a nfArr mor. r!K o r npn►r or as It am errAur►t neer•4 by floor rer,,r, rhb LNsrlaittter includes,Ant b iter limited to,meo,+loom►. ,v. SENT HY:CCMPUTFUS INC :10_cEO__ee 2:12FM 71473406074 503 636 62"'!17;# 1 �1 Ln W Vj !•< i r w w V 6p ,7�" r r 1 1 � uHu y i VVII C4 N' I•r• N�� cn OI :Q� s r-7ntA Ina Raa 7� • : 71 pt _n � w 61 10-4't o $a� 6e ov aa��v•u nim �1� � " �j �H �� 0. .� � r� ■ 1 1 c trip 775 3 1' t�S � �� rn � l • d" � > N } ; a n tp f 6 q [� k Ln �9 rt 6 n 8 tl � • C y t.71 7 J IV Ap W 1 11 r / _ Rfi Trt rte !T P',':CCOMPUTf't_+5 IMC ;iQ-ir-> < S:? F'tt 71,473406074 503 7_6 6277;4 5 to ,'� Ci •+y n "" 0 0 CR w in t*! r i r• r+ •n v M +• n rh N W 91 c ;"r 't7 cn w 00 W r., Co ! 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LL O •�` a _y{/b� Ii M . . w ww q I-M v_ N .� ►. 111 ♦M N rn� dd syn st T� w ; � l�'� OY P 1/1►V •V� 1 n� �� y 40 •`I� CJ M O"r 19Aa " g 1 CL 1 Ylf� r Kif �1 kQ �! r r r n � itIg , f1 12 1 .4 w/N 4 w1 1 `n! y 1 1 Y ssa• tyr o � or, IRW �> i � 1 R1R R ! ! t r,AIM',�,,.,rw.w,rare ,�11rl1r+�11w� Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Rural F=ire Protection District June 21, 1988 Ralph C. Bonadurer 804D N.E. Sandy Blvd. Portland, iregon 97213 RE: First Church of Christ Scientist 14305 S.W. 112 Avenue Tigard, Oregon 97224 342B-241-000 Dear Mr. Bonadurer: A fire and life safety plan review was conducted on the above captioned project for compliance with the 1985 editions of the Uniform Building Code (UBC), Uniform Mechanical Code (UMC) , and Uniform Fire Code MIC) as amended by Tualatin Rural Fire Protection District's Ordinance 86-5. Plans are approved subject to the following conditions: Plans that were submitted were fairly complete, however, it is the understanding of this Plans Examiner that all the red lines added to the plans show deleted items from scope of the project. Basically the building will be a shell building with approximately one-half of the north end of the first floor completed for occupancy. Sanctuary and basement and rooms along the west wall of the first floor will be studded in but not finished. It is assumed that as the building is finished, it will be in accordance with the plans that have been submitted as space is needed and funding is available. 1. Basement Area: Basement area shall not be used other than to serve the building until the second exit is provided. UBC Sec. 3303(a) Para. 5 2. Separation of Basement and First Floor: "Usable space wiener the first floor shall be enclosed . . . and such enclosure, when constructed of metal or wood, shall be protected on the side of the usable space as required for one-hour fire resistive construction". UBC Sec. 1703 As heat ducts and vents for furnace system will penetrate this required fire resistive membrane between the basement and the first floor, it is the opinion of this Plans Examiner that a one-hour fire resistive mechanical shaft should be built through to the roof deck from the basement level above the mechanical room (furnaces). This will allow for un-dampered make-up air and vent ducts or chimneys to be installed Ralph C. Bonadurer June 21, 1988 Page 2 while at the same time allowing heat transporting ducts to be installed leading to the first floor. Where the heat ducts penetrate the shaft wall at the first floor, additional fire dampers shall be installed, thus maintaining the integrity of the fire resistive ceiling membrane of the basement. UBC Sec. 4306(j)3 UBC 103 3. Second Exit Required: It is the opinion of this Plans Examiner that a second exit be required from the assembly area on the first floor. It has been assumed that since the auditorium area will not be completed that as a result folding chairs will be utilized in the Sunday School room, 110, thus allowing for an occupancy of 95 people at 7 square .feet per person. When the sum of 50 people or more are located in an assembly area, not less than 2 exits shall be provided. As this will be a temporary situation, this Plans Examiner is willing to accept one exit leading through door #3 and 111, the secondary exit may lead through the small children's room, 0103, and committee room, 0107, to an outside door of the committee room door (not shown on plans) adjacent auditorium room 0104. Panic hardware will be required on doors, 7, 8, 9 and the additional outside door. Swing of door 8 shall be in the opposite direction. 4. Roof: Roof covering shall be fire retardant covering. Composition shingles were indicated on modified plans. They will meet- the requirements if of the proper weight and installed properly. Please verify these two items with this office. 5. Corridor Construction: Foyer 103, entry 103 and hall 101 shall. be one-hour fire resistive construction. Plans indicate that this requirement is being complied with. The area of concern is that the 5/8-inch type x gypsum board be installed as required for the �;re resistive construction on the room side of the wall for lav-2 and auditorium 104. 6. Access to Unfinished Areas: This Plans Examiner would suggest that door 411 be installed for access to the unfinished area unless door 02 j is installed. This suggestion is made in that access may need to be made to the area for emergency reasons. If door 4111 is installed, it may be locked from the foyer 100 side to provide security and control. v of use of the unfinished area. The unfinished area should not be used > until such time as all code requirements have been complied with and a certificate of occupancy is issued by Che City and Fire District . J 7. Continuing Work: Both Building Department and Fire Department shall be notified as to any :ontfnuing work that is performed in the unfinished portion of the structure after the original occupancy certificate is issued. This work would include, but is not limited to additional walls and other structural work, mechanical systems installation, plumbing work, etc. Repair and general maintenance work would be excluded from this requirement with the exception f re- roofing. Ralph C. Bonadurer .Tune 21, 1988 Page 3 8. Firestopping: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed Firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. (UBC Sec. 2516) 9. Insulation Flame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, must have a flame spread rating of not to exceed 25 and a smoke development classification of not greater than 450 as measured on the Steiner Tunnel Test scale referred to as UBC Standard No. 42-1. (USC Sec. 1713) 10. Landings at Doors: There must be a floor or landing on each side of all drers. The fioor or landing must not be more than one-inch lower than the threshold of the doorway unless serving access for the physically handicapped. (UBC Sec. 3304(h)) 11. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. (UEC Sec. 10.208) 12. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintained oti the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. (UBC Sec. 303) 13. In::;.,!ctions Required: Inspection and approval of construction by a representative of this office is required: (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed within wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. (UBC Sec. 305) 14. Certificate of Occupancy Required: Prior to the use and occupancy of the project (space), a certificate of occupancy or other wriLti:n instrument of approval must be obtained from the City of Tigard �? Building Department. (UBC Sec. 307) LL SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTED AND HEREBY. CONDITION,#i,LY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FTRF SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. Ralph C. Bonadurer June 21, 1988 Page 4 If I can be of any further assistance to yo,s, please feel free to contact me at 649-8577. Sincerely, TUALATIN FIRE AISTRICT Gene Birchill Deputy Fire Ma :"hal 20665 S.W. Blanton Street Aloha, Oregon. 97007 GB:kv cc: Tigard Building Dept. ✓' District Inspectors Jeff Close Charles Henry A a. m W J z9'-o" Ito'-a" r - id- T O 0 I c,DA.(iA(C o cn�P i I'_ 'T V(�T1J G TJ O IJ- �E►2.F� i 1 ---- I o►ca _v A lis � t-•r:..ass,-: - 1 � I I I ---- - - - - - I I - - -- - -� I Ir- rvlj 2O L a m , ' 1 RALPH C. 9ONADURE9 , P PCHITECTS 2040 N.E. SANDY P O'*ITLAND, OREGON 97213 AA FoT ro iii Z j �. E 2'r App - C21Z4, I tJ GMI� AffPnGc G�•o 'C C X T I 11� 1=�'�_r✓ �1 G;'T2 C v 12A IL & � EEC � I �� 1`) K1 PIPE I - 0 .- JN i �L� IJ c.� " 4" 2' 4" Q r n� t C. �ory DUf R C.:N-Tc k� I�A C� I N "c e„ ARCHITECT'S 6 8040 N.E. SANDY BB PCR i AND, OREGON 97213 13125 S.W. HALL BLVD. T r, P.O. BOX 23397 CITYOFTIFAPD TIGARD, OR 97223 (503) 639-4171 OREGON TO: LJ�M JA — _ FROM: 441i,D1NG l�,✓�s�pN MESSAGE.— �(�� 64W& �0� _ 1(2D -J' #�toclveL, Ac SIGNED _ � DATE cn REPLY ---- -- -------- - G7 Ur Il! J S I G N E D----------- --—- - -- --- DATE PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS. �� ORIGINAL CITYOFTIGARD' ,� PLAN CHECK APPLICATION PIAN CHECK N -` --� 0 C CIiyOFTIG4RD PERMIT N COMMUNITY DEVELOPMENT DEPARTMENT one" DATE ISSUED 13126 SW I-W BArd P.O.Bare 23397,Tiprd,Onpon 97223(Sall 0304176 JOB ADDRESS: 14305 3',c!J /,(Z 7N, n TAX MAP/LOT _ SUB: LOT: LAND USE: VALUATION: / 0 `000 ` OWNER SPECIAL NOTES NAME: F/,QSTax j( O F �'.&'ac S'e. Sc/E**Aj-n.5r REISSUE OF: ADDRESS: - LAST REISSUE_ FLOOD PLAIN/ •4/4 !!X•7Z,7t- SENSITIVE LAND: I Ascap�• (-'� PHONE: ��o� ¢ 7 C� 5 - oc> J APPROVALS REQUIRED CONTRACTOR ^D PLANNING: 117 —Cxl? 7- 8- NAME: ,�EFF CLOS-5 /CA'V.� 'Gs�w ENGINEERING: ADDRESS: pr�) '9.,z 7zz FIRE DEPT o` 0,'& Q7ao?- 7iiz OTHER 7977 PHONE: _ ITEMS REQUIRED LIST/SUBCONTRACTORS: BUS TAX: A CALCULATIONS: u ADDRESS: O _ TRUSS DETAILS: P2 PARKING PLAN: LANDSCAPE PLAN: PHONE: Z Ss 4- G ?G 0 OTHER: _,a aeQ.<<,:�2 G1_1,•� COMMENTSAHQ - rAX4Aa� Ms'sc lz_ 4V ele 04�_ PERMIT N ACCT N DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees _ 10-230 01 StatQ Building Tax (5X) Building _ Plumbing Mech 10--433 00 Plans Check Fee _ 2$/. 4/S _ Building .26). Plumbing Mech c~n 30-443 00 Sewer Connection (20X) > 30-202 00 Sewer Connection (BOX) _ ~ 30-444 00 Sewer .inspection _ -' 51.-448 00 Street System Dev Charge (SDC) _ 52-449 01 Parks I System Dev Charge (PUC) �Uj 52-449 02 Parks II System Dev Charge (PDC) J 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) / 4.5� l6q. Sq 10-230 09 1RFD (95X) — 8• GG �. �s 10-435 00 TRFD (5X) 10-230 06 Washington County Fire N1 (95X) 10•-435 00 Washington County Fire NI (5X) 10-220 00 Amar•t/Wedgewood TOTAL 7y L REC N 3/458' AP I_IC T SIGNATURE Received By : Date Received: -S�//0 �8X R RALPH C. BONAOURER,ARCHITEC:TS D E S I G N F O R T H E P A C I F I C RIM RAFFLES PROFESSIONAL CENTER 6040 N.E.SANDY BLVD. PORTLAND.OREGON 97213 503/264-6360 FIRST CHURCH OF CHRIST SCIENTIST TIGARD, OREGON Revised Scope of Work Sheet A-B The Site Work will remain as previously described on the Plans and Specifications. This includes the surface storm water containment. Several trees along 112th Street will have to be removed with the construction of the required 5' wide sidewalk as the new sidewalk will cut into the center of the i-oot structure. Sheet A-1 1. Delete the large 3/0 x 8/8 x 10" footing and replace with a 'B' pier. 2. Delete the 'B' pier on the exterior south wall. Use regular wall footing as per Det. 6,/A-1. 3. Square off the S.E. corner of the foundation. Sheet !1-2 1 . Floo, framing to remain the same. 2. Roof framing to bf changed to trusses in all areas. a. This would eliminate all ridge beams as well as any dummy beams. b. See special trusses diagram providing vaulted ceilings in the auditorium and the Sunday School. c. See truss diagram for flat bottom chord trusses in foyer, committee rm. , children's room, and restrooms, with 8'-4-1/2" plate height. d. The trusses eliminate the "Ceiling Framing Plan". 3. Basement Floor Plan (this area will be unfinished and not occupied for any use at this time. vi a. Delete stair to the Main Floor. However, frame for the stair- well and Door #33• b. Cover entire basement ceiling with a layer of 5/8" Type X, 1-hr. U.L. rated Gypsum Board and fire tape. c. Frame Lav-4, Furnace Room, and Electric Room and their doors. J d. Rough-in plumbing lines for fixtures in Lav-4. e. Delete doors 31, 32, 35- f. Change Door 30 to exterior solid core. Paint grade door. RFGIEREO ARCHITECT OREGON . WASHINGTON . IDAHO MONTANA • WYOMING • COLORADO NEVADA • CALIFORNIA 41 UTAH ALASKA . HAWAII • U.S. VIRGIN ISLANDS Page Two g. Delete furring of all concrete walls. h. Install Viking windows of the extrusion as shown on details 2/A-9, 3/A-9, fixed sash in the window areas, noted as 3/0x5/0 and 3/0x3/0. Glaze with 5/8" insulated solar bronze glass. 4. Sheet A-3 Ground Floor Plan a. Frame the entire area South of the South wall of the Foyer. b. Do drame the two hall (#102) walls to their proper height, in- cluding roughing in for doors #11 through #17. c.. Delete the other framing for the Lav's 2 & 3, Service Rooms 1 through 4, rear platform area, and the wall separating the Auditorium from the Rear Platform Area. d. Install exit door #2. e. Delete the Exit Concrete Walk. f„ Delete platform framing. g. Rough frame for. doors #10 & #11. h. Bring sanitary waste line for Lav's #2 & #3 to floor line and cap. Extend vent lines through roof. I. Install windows 'F' j. Rough in for windows A,B, C, then stud in to receive exterior sheathing and siding. k. No gypsum board it this area on walls or ceilings. 1. Nail and glue the 5/8" CDX plywood to floor joist in this area. m. Delete approximately 22' of the covered porch concrete slab, and the North steps, including hand rails. Do install porch column footings with concrete piers brought up to finish slab grrade. See Detail A/A•-3. n. In Sunday School ( Rm. 110) cover the stair well with sub-floor and 5/8" particle board. o. In Committee Rm. (107) rough in for counter sink. Delete all cabinet work. See elevation 7, on Sheet A-7. p. Delete doors 10 & 11, but frame for their future installation. Delete window 'D' , but frame rough opening and cover. 5. Sheet A-4 a. Wall Types: Install required insulation batts in exterior walls, 1/04, even though the wall may not be finished on the interior side. b. Trusses will change profile of ceilings on Sections A/L-4, B/A-4 6. Sheet A-5 a. Stair well to be framed in, but main floor to cover opening. Page Three 7. Sheet A-6 a. The new roof trusses are to be designed to take the 10#/Sq. ft. load of the proposed TOYO glaz A ceramic tile roofing. b. A composition shingle or a two-ply built-up roof will be used as the current roofing material. 8. Sheet A- a. Delete cabinets in Elevation-7- b. Delete all rostrum Desk and Screen Details. 9. Sheet A-8 a. Detail 1,/A-8 will remain similar. b. Detail 4/A-8 deleted because use of trus:3es. c. Detail 7/A-8 of: shear wall at, roof between rafters will be be- tween trusses. d. Framing Section. F/A-8, change header to 6x8. e. Delete on Detail 8/A-8 the 6x8 column and solid joist blocking. f. Delete Detail 9/A-8. 10. Sheet A- a. Delete window patterns A,B,C,D. 11. Sheet A-10 a. Delete spire. 12. Sheet A-11 Note deleted doors, frames and related hardware. 13. Heating M-),- M-4, M-5 Install the heating units as inOlcated on the Drawings and specified for the original Sunday School, and for the foyer, meeting room, children's room and restrooms. Install the main flue and manifold to the flue. 14. Electrical (to follow) 4` By Ralph Bonadurer May 2, 1988 11 • I I I ; 1� �I 1 1 I I � K-3,e,c. ��T o 2 A� G � ..� 0 III�Ia . 6 0 �� .Z94,O E �o¢nrCr cMP 294, I M I I 4" UTA . D2AIV3 PIP, 4 DIA. AVS -- - - - - --- .. — TOGIK36 Nou- PErr.F- i .I I 1 I 1 1 I I 1 I 1 I I 1 I I I I 1 I I I I 1 I I JCoWfL01_I e- (55 U L l m Lig ' RALPH C. BONADURER ARCHITECTS i P-040 N.E. SANDY PO'ITLAND, OREGON 972'i J AA i OCT roM, L_ \� �-�� I✓�ll�� C�ir2FUIZA�"�,D � �o�� f71/a., �Ec'FU(LAT� � AD brzAlN GMS ,4r��Go C v I ZA x �f�U��l�c-�►.�D '' � I IZS NO-T / Illy /8" 3/=+" " - 5 0 J 4- o1 r.� „ 1� 3 ACNTCtA FAsIN R.�I� C. BOr�1�tDUF�ftR g � APCHITECTS 80,110 N.E. SANDY B B PCRT�AND, OHEGCN 97213 I 1 I I 1 I I --. E7 C/y c -- - -- _� - - -f _ 1-7 cow PUTATldKI S ! I i C,INp �� I I -� I ORE N I S�pT Z � 9 OgVID F P�'� I I � j •� ENO BERRY/FALLER lcllent —t.---- ! INN ENGINEERING Job` "'T, .,,: Glr1� 1= Job No, INCORPORATED I,, •: Date. �� ;�g . ipr�.�M411a�1Ita�ll+,P t...►ar wry\ud , �hr� .�.K. i •• +"� 7n1 ti E'MiLLER ST POPTLAND,'OR 9720 v -231.0717't?� F,.,-' ( rJ C? A 77P gr I 7,47' 1 i , -- — _ --- 37.7i 9.83 �S•U s•S I �,f- — ZO.S _ . : .....�_.._1. I- i IJP TI le r-T- - f i r ti -fi i , _ , ; mot S7 5 r MAIC S, �9r/ - 2�. G�r. �✓, P.A? F=: 41 or (/. /S - -- .!7 IY'Iq �C�rR1I'`:F�: �'i'�t+r:• e 7t ' 1 ®®� BERRY/FALLER, Client ' >�ayre�, �7 ��ti1�`t,� •Vir �t. ',�f�� ENCtNEERING lob>+ alr `�`� •FT1. !'oVor ® INCORPORATED '$ ,DRte /' `k,��•,JnJ 1 d -1 M! T r. [_�r7 -IrM.+I r �1�r .r � �"irluri'ir r:w .171 w...niW 7m c r'iultt•T.FR ST PnRTi:AND.OR v72o2 503=33I-0717Q "'^'�riI' _ Z � _ owV9�4 , T i I spy oe _ , �Y3 �20) /g = ¢�,lr 1 J3fs I I ' r9 ■O!®* BERRY/FALLLR Clieiitj ' ry'a��%r27yy�]✓'> ;��>+ � �� ,��tia ,� ENGINEERING- .lob •�'`�9,0,- OWE ,0%OWE'` E INCORPORATED;,y, :D9165°. Shee o,�Z.; 1wM.' i J 'r4to��.uf[N^.f� ...01L.4 Y.wa .l WII' I 1WY 1'.i.1l.i 7n1 S F. M1L1.FR ST PORTLAND:01 X7262,50i`931k-0717 C // 2- ,.,q F74Vii = 3.3 1 12 I -2R_ TL G-- I L �- 1 12,5. _ 9� (13)X 0.sl - F z T. 57 ti S� h ? �GoL Z TL _ . 3 t 4l=Ll J Li 1 . M® BERRY/FALLER Cllen , a ® � ENGINEE^RING Job' ® INCrJRF?ORATEDw � Date tT i iii+, �'�y.y 'ty S 1 �r� "1 .1�'.y►glIr+ 7m c 1 MtT tFT7 S tiAT1.AND OR 97202',503-231 0717 �� I .._� t_ ..._�.._.—.' ...._� � .. I ' 1. I. ..! ' ..._. .. I .. I ._�- �..... ... I• .—�� I _ _.. . .. _..� i _ •. 12.5 1...� rr- � � - - - — -- 'Y t Ick 7T �d,� _ Dww� a r I u 7F-diu,!1 sT' -r - tuse. I I �} i cJ _ -T- E--� ,�� 1 i ,. .� 8 5 � �v 7� Pt`. r. .� �._ T - - - - -- I pproNe L. 2 _ , 1 I � ¢y* 1IJ�} fj�] [[[ qqq�{ .7y '�ry'`'(��^s♦ ,`�f��^2Jj}.�i I � _��.]i��- �..L� ��'�� r��i}:� N�41� ��♦.�:} iM1l��r�t+w 7'M'>]�IFIr/f �CrJAi3f4.ti+M _ i/1r..l.nrtl•�M 111 +h. t � �BERRY f FAL{LRJCife` �' ', Ri1 ...'r� �l 'ffl +►J•If►Y.rF•NRirLn+c.Yaw .:�r ✓^.aanYi w.w.N:Y.WY4aWilxAalrlY[' : ® ENGINEERING f'?b ?w tt "" r' OW f—w y1k � .a },,,r Job r ..1.W11. J Yti/ J i rr� W.I1f1�h."' 1}«. ^iw�rMY Kf.+[� �� ® INCORPORA�TED ;�ale ,' ,:; 1hph�a+' �r + 11.«. ... sW x):.:n�' rwt►w. .N w.x.awir xWr¢wJ MO even* o '�a►mWrRne11@aF.}ar.�,rrfry r . ,�t��l� llYl�xitlCq�,iCtp;lf�.'n 1p MfMA b� i",- 177141 0, i�� . � - .... r... nnnTr }*rte 1n n^� '1 r/l'i_7'I1_(1^ 7 I i i } Loa = 12 5 Y 6 S,ns el Ar- 1 . = 33, 7/¢ - - - LL G 5- i G (Wes% Gn. �/�/hS r X Z i Aver ��s� ),l s�Cfa USc ,3�li� (2; �.S , 71 2,7 r - C'4 ?.„ �� AFP A/ti W7,1 t__.f_ BERRY/FALLER• '`,',Client x'` 3re-.�a • 1vN�.uu+ , ENGINEERING �90� �r ,�i� � �'� , ' �`J�bro ��•Sz'� M.4.i•v:hY us r ® INCORPORATE)~ 'ate ` I 'ay l Kos Sh e w Y ry ul •/.w1.N.Y N.•...W\ .. V)\`IfN �?..I.V a• .1i 1� TATT T FA STS PnRANTJ�'OTt�07202.503-291 1 � , II 11__x�,,11 ^ v'' ,• _ ! .,.. _. �/(J��"� �,✓ ,vJ Y -� 2— / �` /� )✓L '� /�If� I !/�i'O ._D..4_-..-1 , 1/el All 3/9 tA ,ne••�� _ %, l3• � U��o�- l4,3� �. � - l37_��-;= Sl, G - 1174_ � L. 1 1 i J _ co f-7 r . J � ' t ' BERRY/FALLER � Client. � �%� '-„� 1��r �� t,�,, Y�•5�,,;�lY �,.� ••'� ®�®® ® ENGINEERIIW'' 'wi •�4 Y- �Ya.a�l ♦M. PYA• !I INCORYPORATDat4MT ,_� vni a c{MTT T Fq CT PRT AN .OR 0 20 ,503=230717 _ �� Oj. I � /R!it C•C�.� C Ve�f r Un- �i'� Ir.3" _� .r......_. '` ...._�...— - -... . ..f _. !f I I 16r 6 PT P0575; l . .. oIez z 14 i G 0 N C r W Q 2 Sid � . t i i a- i _4—. .._._L._...a_. l.. -- :� cIN, , ® ® BERRY/FALLER Client �rr`�c`' v��:%icd►irr +t;i,;?:`f '�' � +nuai�} �1, �, lka ?s ® 1 .ENGINEERING Job{"�` '� als's�i► JobT �' ,,Ng RP03A.TED,y s eFr O arm _ •}, l7 r `''1 I ffYl ,NwINf :• >•MN•Cr f.�iW Mia 1• .Nu+i ♦ •4f fi~a'f ,�� "� �,nr "r�cT `r�u�T'�.'Axn�o�9��a�'�d�•�s"�'o�" �� 1 ?�'�I��iw: ii �a��b� /VO so> ,750 ls �P' �✓T, � :v��c �r = JSc�J�'� I 4• s i _.... C) L - � sY _ 1 /i i 57 all_A M r FB � 4, 75 Roo 0 16 �•f � '�i0 vi moi) QS � � l u } �—� G� . S�(�7� � 1t.�aEG� � a /G/N� y R BERRY/FALLER Client ®�®®® -L2:22 ENGINEERING ` Job INCORPORAT' DI ye Date C ,. �!>` 0 �� Pr), r�s ....1 Yrs 'i lR4lrfyM��+W.. JI�1ltiM . YY✓ +Ai�..Y' ,?m s r MT1'.1,RASr Pr),RTL' NDf� V7zea.503-231 0717 1 11 i$T9 ,tl:� � ili ► U�IIZE�O f- , 7-6 4-5 I ' l 701 X 7 r/d I d G 17, G -3 r 9 -- m ED ►r t"Y: ;Cl � ' :� .I ya: ,j? ,fl�.:.(�.t� ��f.� .w!!t. rol, •�T}�;'i' ! �' ,.t� �,��,, Mat,1BERRY/FALLER _ ®�►®® ® ENGINEERING glob, k INCOlZP(jRATEDI .� ^') t'X 9 '07t7 I%A� 7n, c r runt r ra sr'cnRTt'ANN o!t 972b:t" 03•?,�l 07i7 — - 74 17 1 1- 15-- 4- 2 vyr�E-arc= .a. . .t t 4— J N W J t — __. ...-L Ur`+`: ��,�,�1_ O -P,- RAW1 �':�®® BERRY/FALLER client ,. :. ,.. M 4 ® ® ENGINEERING Job r Irv ' �' Jol��No.� - D date M INCORPORATE 7ni c F MTTTi . ST PORTLAND OR 972011 �03w� �17p � Ro11Gi �l Wr 1�!i �iKi llDt°il�R ------------------------------- 1='tk:l'f-a 1:1"11 h1G WOL.!.. C)I 'ci l:f5N -•------------------------ !CIL! NAhll::: 1=I I75 1' l l flJ1=iL;I i L?f ( 1 it JS f, I- 1:EN 1-1::;I'S WALL DESCR I F'T'1 GN SOUTH W04- OF FURNACE RIO()M a 1. . 5011. rr=taine d - 1t�7 f.r , 1•'. F' Slope = 1 toot rise in 6 ft. run 14• Fv = 60 ksi L15. Stem th:i c_k:n 2S 6 i n. a. Acid P horn . = 0 kips 16. F0LAndation thickness = 8 in, `;. Add F' vert. -: c:r. 1:-5 I•1::ip is -j;-tem C. L. Vi Depth over tore •ft. b. EFF = 4O ).ba/ft"2/ft 18. Too length = 0. 667 ft. /. �Inar-:lnr.J .lb!a/•f: t; 2 1Y. Max . key . !3. Na increase for snail removed �?0T.U. W. above soi 1 = 2 f t. :•'. rr 1his% ft'''2—Ft :•'.7`, :i n. Soil wt. 1.bs/ , t-- ��'. Cover toe3 in. J. 1. . Cneff . caF friction = c:r. _`; - . Cover heP- 2). '._'. Tension crack O. k::. 214. F. S. over turning y'5. F. S. sliding HEEL LLNGTH FEET ,', .,v FOUNDATION LENGTH = 1 . 5 feet. CONTROLLED BY O. T. MOMENT 1'I-1E k:E 1 S 0 F EL- V TOL: PRG = 1 . 1.31 k:;JF THE 0. T. F. T E 1 . 1+` HEEL ZARG = i i F::SF 1-HE SLIDING 1=. ;J. 1S I . ib(J r MOMENT STEEL (g cit E'11 1+,�R # 4 @ 18 IN. U. C. TEMPERATURZE S TEI=L @ S i EI`1 DAR # 4 @ 113 IN. IJ. C;. MOMENT STEEL @ TOE BOR # 4 @ 18 IN. U. C. I`ll:?I`1EIV I' S'1'1:-:EI- 01 HE.-EL. :4 :.1 rd 10 IN. TEMPERATURE S'IEE-L @ F0UI'IDA'I IQN BAF; # 4 w IN. O. C. .STEM MOMENT SUMMARY D fsTANCE FROM _- _--ULT I MATE= REGIU I F'E D HOR I:'.ONTAL TOP OF SL)11- (FI-) MOMENT (k;•-FT) S rEEL ( IN•`,2/F'r) 1:701=�CE (KIP1:0 1 1 E-.3 0, 0 r r, r rca 1 7E O. 03 Vit. 18 R: H N Y r. J CD C� W l CANTILEVER RETAINING WALL CALCULATIONS JOB NAME: FIRST CHURCH OF CHRIST, SCIENTISTS - R. B. - 87-527 WALL DESCRIPTION: 'SOUTH WALL OF FURNACE ROOM P = (0.04*.3. S_4'' ) /2 = 0. 294 KIP`3 O. r, MOMENT _ 0. 294*3. 834/3 _ 0. 376 KIP-FT MOMENT RESISTING WEIGHT ARM MOMENT f:::I PS FEET KIP-FT _ 0. 105 :K 1 .'4 = (). 14 SO I L 0. 1=5 _ O. I 5 * 0. 917 = (). 124 F-VERT 0. 15*1 . 5*0. 667 = 0. 15 K 0. 75 = 113 F'NGT 0. 15*5. 167*0. 5 = 0. 788 * (..). 917 = 0. Z56 STEM TOTAL WEIGHT = 0. 46 TOTAL MOMENT = O. i . FACTOR OF SAFETY = 0. 7:_'_/0. _76 = 1 . Y49 SLIDING RESISTANCE 1 R1.0" 1-IUN 0 �J*0. 77!J = 0. 2&". PASSIVE ( 1 . _34'.'2) *0. '25/'2 = 0. 222 TOTAL = 0. 494 SLIDING FACTOR OF SAFETY = 0. 494/0. 294 = 1 . bpi REOU1RED Mu 0. .36 F::-F1 a =0. 2* ( 12/ 18) *60/ ( . 85*3*12) _ 0. 261 IN:HEl:i Z = 7- (('-'). 261/2) _ 2. 87 INCHES PROVIDED Mu =• . 9* ('2. 07/ I2) *60*0. 2* ( 1';' % 1!9) 1 . 722 KWrT t-- r • lam-�7 C 2 L DS J , K Z 71 . i f 76 Nj 1 1 - 1 I ave l7� - /S� . . . !,J ; r � r 'V r I ALL. � �� = 7 ,37 �,7 1a7, 2- �r ��• e YS/f��4.�_-�C,m��' IOP2 O �IAJ S/LL Q F jr �7 �.4tIL� .yi�.,.s;�,�i'�; Y� t;^.�.- ,., T ,•+11f11 a. �1:'.',�"j '+��."�'��:y.' � � ®®�®� BERRY/FALLER Ciler. ENGINEERING INCURPURATSPD it ef � ,��;.SK�e' - ,..nr.a,nOH�n��r�+�•,a..�x�r rer.� t�ln wr..wrr ,. w. hvwY.ra �nl ; r MIT I FR ST' PORTLAND��OR ice Z l4--1jo g-0,?3 j = AS f ,.tr & .�. 3tus ,.. , i ;ril. r�:.►.�.w,j^BERRY/iFALLERClient or�r, '. i� ..a. i.M. •VNO G L�LWJI I,KBiMi .0 I• ENGINEERING `Job_ �S® W IN'COO EDj, Dated/ � , ;-'• 1�', "3 hee`ta1K °GRl ' I M4 f JM�Chok;TW�¢M�M MMI{iu�1 n•}�'M rlMk��Y N'w/ i4 - . O .�_ ' ,: '1'lifiP ;�!�i � M '�,,. T` r41TS.T'A RT PnRTLANLt'OR 07202 so3=a3f•o�� ICRO Evaluation Service, Inc . A subsidiary corporation of the International Conference of Building Officials 211 EVALUATION REPORT RepofApril,t No.4956 FMV CstatM:FASTENERS--Steel Gusset Plates — -- --- -- COMPUTRUS TRUSS PLATES report comply with the 1985 Uniform Building Code, subject to the COMPUTRUS I14C. following conditions: 1307-8 WEST SIXTH S7 REET,SUITE 114 I. The connectors are Installed as set forth In this report. CORONA,CA1,11FO tN1A 91720 2. Allowable loads are as set forth In Tahle No.I. 1. Sel►ject:Computrus Tivas Plates 3. The allowable Inads may be increased for duration of bad In accordance with Seciton 2504(c)4. Il. Descrip6m:The Computrus Truss Plates are punched from Nos. 18 4, Connectors are installed In pairs on optx►slte faces of the mem- and 20 gmgc galvaniz:d shoot steel meeting mechanical requirements tars connected and are not Installed at locations where knots established in U.B.C.StmxleM No.27-1 for A 446Crrade A or hillier steel. occur, The t�k have 9.4 teeth per equate inch of plate,each approximately 4i _ _ Mach to hh and arTmximt�ly.106 inch in width.The teeth arc punched S. Application of truss percent t o woods ve aI R(rl{+heree wW the In pain,w tach pair rpo r+d 4 inch on center slonf ;ie width M the plate, Toad values In Thee pe 1 en used.resae tiubmltted percent tete build- and .95 inch tort center along the length. Alternat,nf rows of teeth arc stsartrtd.10 inch from adjacent rows.The"CN"smes plates ate identi• Ing offirial for approval must Indicate a maximum moisture Cal b the"C"%erica,except that every third mw of teeth is omittal.Plates content for the wood at the tine of plate Installation. are availettle in increments of'A irx:h in width,up to 12 inches,and.A5 inch 6. Stresses at the net section of%feel plates are not In excess of alar in length,at m Aired by the tktign.The plates err,appliad to truss members values permlted In Chapter 27 of the case.The maximum 1trIs1M is pain on each fax of ear n joint with a power press constructed in load Is determined by multiplying the eMciettcy ratio tinars the amordarm with the manufacturer's spcciFwations. groes area of the plate first"the steel design stress. IdaaaYkatfon:The Com��tru%rtAr. C plate is erviNmwd with the letter 7. Where one-hour flre•resistive constr ocilon is required, sae "C"f w the No.20 gauge plate and 1L I A' for the No.18 gauge plate.The Evaluation Reports Nos. 1351 and 1632. No.20 gauge CN series iA identified by the letters"CN"emboned on the S. The allowable load values are recommertded only when plata, plate,card"CN I8"for the No. I A gauge plate, truss dni8ns and calculations are submitted and accepted by the 111. ?►rklerxe Suhmldtd: [kacriptive literature. details, calculations building official■s showing compliance with the Uniform Rulld- and load t.-sls art submitted it compliance with U.R.C, Standard No. Ind('cede and danced Ing that ion 21alloe Inspection well be pro. 25-17. aided In accordance with Section 25101h1ofthe code. 9. 1Fusu%are indiv iduall.�de%lgncd In accordance with:-cognized Findings engineering principles. r IV. FhadhW:That (be Computrus TFsua Plates described In lhls This report Is subject to re•exnminalion In one year. TABLE NO.I—•ALLOWANLE LOAD IN POUNDS PER SOUAnE INCH OF PLATE CONTACT AREA 1 _—._____------------_ fPPICIl11C7MT0 aPIttlCt MM'-- NrK-FI11 __ aOUT"FM YILLOw PINE DOUGLAS FIR-LARCH^ *1 Pt!IIrYr►rT Circ, on d Lord Witt 01M.tlrn o1 Load allh Dteaellen of Lord w1M Dlrractlen et Lues Wttttdr.rtlen a l ens Wm Mobs%l to the Lwrgth Rweroo t b Ire laryM MrPO to Pe_olith__ Mrpatlto tPhNe tLaorWft Type or M of the KAT! rloMrprditi IMb UPtYe MLt xl�ar N'toW _rhea'- anions rtors' 4vtow O'to49' 4s'toq' C_'- C_ C I6S 146 AI6S 146- 2114 I61 - I61� 59 42 — CN 1111 97 110 97 116 107 111) 107 74 42 TUALATIIN VALLEY BUILDERS SUPPLY LAKE OSWEGO. OR U. B. C. STANDARD 25-17 �ht SECT. 25.1738 & 39 QUALITY AUDITED Fl situation reports of WNO Evaluation Service,Inc..ON its urd%a/elr to pet)ride irrfarpnatian to Clot A members of IC'RO,rrtililing the code nyraw which the report it bared.F.tvtluarion rerorls are not to he construed at rcprrsenting aetthetirt or am other artribure.t not specij carona addrnted over as (_ an endorivenrent or rrconrmrndodo v for u.sp of the subject apart. U This report is boded upon independent cors or other technical data submitted by the applicant The IC'RO E, Seri-ice.lar.,fechniral staff hot r*vitwed the lest rut tiffs and/or other darn,but drier roar porfetr rest facilitirt to make an independent rrrifiratinn. Thrrr it wo r4,arranry by 1CB0 No-aluarion Se vire, Inc., esprers or inti+lied, es to arts- "F•indinR"or other matter in the report or at to arty product coverrd by the report. This ditclainrrr includes,but is not 11mittd tri,merY 14otttobllil r. _ Page i of i i G ml .m p �4A4 0 i I I I rrrr �- of G � �c rn to co 8 _ PW o _� a = a r� �a 8� gyp- r o 1 1 Ls 1h a a Jill,; I in � M Z 10 Inti f m rO yy77 I �•/ IL v m IY I tq T ISO m T "!LLc9 929 £0S FL080L£LbTL lJd2S :Z 99-02-011 Dm snhalAioD;,1.6 .IN3S N Qi v m w dl n L n .+NaN Lj xxxxaxxxx + [�� 1� Ut r'/ inC 4 Nvmn IO v U1 in + rt O P v v < nn o�i�ol`� p N i ry/�- �� c U Y invnnn cc ti .. 7 V I I I < pp q + m 7 o = V A .1 nIt U. rr- r-rrr J C" i U b ! 'O�"�oH cv K 5 � n 4m~ N 3>ak GAY P L.Cs - m }a�f3��" a .�y1 n lbv y{ , iv iJyy^,, vs / U �• 3��0, 5 Y��CC 8 W o 1 1 ,1 QQ� qQ ♦ In f Z N iDW OD� O W ..a Pp ON U O � � + a �aaa ► a a. d i Y7 Qp:! ife Lw a o F rj � v a u-1 ,rat 0 - u `� U u �ZzP`.9' �ra t •�� «. J 11-4 .4 _ rn OJ u 91) ax C7 Q WT cm WI� O .--1 QJ P• U `7 J 4 S �• N ., . Z N N fY1 V O 2 r-1 F C v `-' CO W < 7 •H M W n, r'1 00 p yU,1+ U NUN wplr P� O R O U � w • In W 41 g H CL 0 r U O f`J L1 ►+ 00 'n C14 Q. y p L W In to a v • L R g z LLI N N N fx (V O O 17 C! ►.1 C. W y W 4 S H:ZL=9 9- 9 20S FL00t ELt7T2, ! l ldi2:S B9-6T-QT: DM Sf1..1inato):,',H 11.135 to e U g G E n n n n 1qy G) LL UI N M N h U mmmm a N OI ru �. o, \ � CoQ � e r r• �•- r J � 1 U y� y t�S y h: s C- Re P LL a fV Ln o00 '- i, 'JR a w a � fcY � a a 1 U )y 7Qv C ix !)f_7 fir` y,4 r t 6 3cY ;' F llypto I- LR c F r.i 1-, la J rt ca Y M . 1 LL V) yyyfff „ w )ID � uNl/Ir A c0 ION Q Uy 8 \ .. pp yy®®�� ypp�� yy 44 �LLy y4, OOl I O ~ M S PahGO O O O K '� Y 1 - N h N p,, �•. V W v w a N 9 #!L[.39 9G9 EOC3 FLOSOh£LbTL : bldh :S 29- =,T'-OT : DI11 11,13S r yp� r srts >. k i U s uCt .L WV` j do AD CP Ui Aj tj w y $ k e p a V u Ai r �fit73 y 1f� O po a G.1 Ln �M Col." g o 1 du j�/ w � bsl!ypt I A ~ s ■ '^y��t� F 4 �� •N I�r V� N w0 4�1 ^ r ,-.4 114♦ 14 d �. J It u � � � Ip N • nl � C.7 C ~ Ic .-I o BRACING WOOD TRUSSES: " � TRUSS PLATE INSTITUTE 583 D'COMMENTARY AND RECOMMENDATIONS M dison,�frio W15 719e,Suite zoo I IIII'i`,fol All IN',TITI.ITI..INI'.1476 TM d.g+of wood howl In un111-M.TPI d.Wp vlw,y Howwlr-I.IIV wood,wwl N•dlllgmd nlO flMbnl.,.11 told. 1 I,-mm,Wrt n1,n1111111 Ilr.,gM1l,un'Idm In non wchOrl, N•1 INk.m IM Ilml wKllm fund b'W-00'.1.0 w floor Iwhi m.11 It'd umlOrm rn it-,Woryr lin N.1 dinWInOd mw of tar,se1111,On,Mt,bony 01 IM N`"'r9elllam dnlpn Nf.m,"...w.th.fulfilled w IV. .Il Nner•d, 7.Trutw wI PNM Nucturll.minwml,mnllNd wr11WN, INTROOUCTIOM IM canto.--"100Vnwlt In I mlyM of IM"I%jo l�w,whleh 11 er..In pl.rw+I Iltnll morrm.I.Ind Iwlll•1,a-h alit Nn if.wnnnlul Ion DI 11-11.mo-1.11.find which It tYw11 mold n IN dnpn MKnp. mull In•bis of lila. 7,1'-,nwnbnr r•Oin-II p,nl1 Io,d•wrmlhnn of wwj In rnop'pfuh w iM of I ml tuffinoul" of 1.whom, WK..1. -C True►I.. d I,, " .. Bptdlatbm In,Lent MetII Ior-only trminionNn,IN.Pry1mt IKk of.t.lh h c new,w.,.n,IM win a PMN Con w..Wood thl . 1 o-uN,,"W In,IM M..01 C.17fil ultu Malp,and m IM Intrad-.!outA,c rytr,IM Trutt ,MNlduw woad truest•r prytlurll tanpon.ttonh_ �.TMn it cOnllnu,ly O!cna,d mamhwt 1I Yxm,1n,dnwmlM PNI•InnHut.IM.,rn canwllninn ml "t ComIIOn.nI MMOIKIY'Mt Iron 01 mem.l Itr.w,. G+um'1 mgmMrrN10. No u.M,.km IN p,.-..-of Ih•w 1•mm Lo1•,ll Muln 1 ,-d.,,- brplh of ndNq.1 I—mNhMlf,,.pN Of IM woodulwn d.tlN 8.ComWl.on.-Nn In,Mlnllly rMwrNd n oph"I c'op Ind w Int Oil W.on IMI MII M ural d mimNN. Y q Iryclll.m Iles,1„N di Subnn.Hw.ncmlwl.hydY.M d111bnitly.rnlNY by th.1DI W.wlnp.L.NI•I hruirp it to W wppuM,n IM Fr1 tryc'1,.o. 0 SOlwlmp,trd d..d Iles la.t wt NrIIWIy,wrM b.,N.w TKhmul AdYMory CammntN ImmWInn91 m•mbrMlp of tN.I.f inHnl•d.IM Ioullom"Idl1d on Ino IrW1 A1ypn tlwrNrNt by IM to llnl nwmn to IM pulm of IM top Chad,.rod a1N•ntwl.d It'.Iunl mpmNt A m,mM-phis m1nufacwti p mmp•mn,ej r. bulk'" w w.",c*n:,.,.,TM bu,Idmq doing-.m m,mot fold....WhIld n 1 poral trot.'-OI IN Indoo , ,uNnmmnY.IM InapnNbnl .ronin IMI IM"i..it NnNI W."I,oO.-N,On"oh!and IMI " o ll Mw hwn rNrpl•d le now 011011 Cmwll•Hpn with IN TPf I'll hr.v g w oui-IIV omlmr.or rnlrhM,l by 01p0M1 bKlp b 7 In Idd.l.1 IO IM Innis Ml ,q_,IM by IM Iru,dwiv,w, Co..-,WM.nulMu,w,Coll NY IMull.In blrN,p WNfltll w--n;mo,Nm.l. IN.bulldlnq dn.gnN will-,f,wMN1.,Wu of r*. fllld Mndllp I.N-.n probllmt M..p,.,p.(bout Iml.o n Of Ipb,10 IN pbnt W,n.11.tt to hold.vNY Iron -ba,In II, b.nnllw-.m bobom Id on it.Nndl,p.d nKllon Brytwl dnpn rpu,r.m.tt.wch n wx.d WonM,por111 Wuirp, IIN poi •on"W"'d Id p In dmV Woad.-N eM di 1 1-11 Of IM mnwlt nohwr It N pNnmd le nitmlt br.„p,..Mu..,d'Nr MII,or pilo b.twmlw Il.m.11 foody Iu"WNq.1.19•upon'h•r Nnnhw r•mmm•.111nn1 OM thnr I nWbont la I.wood „utln Atilt M tt.tglr. B Th•h0chh;p d..N !MI 1M Ir n tllNgn•r1 will 1ry11fr WPM Mo b tow bull. tl wlhc,.1 MKIm IM mnMttwm Io wl,hnlW 4-.1 kMl Y Y r!P Islpm, N.1MI1 d.iNmlM till,oull"'d OI IM mInl 14 io . A WAIN IN,NOmmNg11'nm for WKlnq mntlin.d MrIIn 1rI 0 mwhod OI amu mm fo.d,powwl bNnnq n rwwW M,11 tuhn1u11Y.urq,It 11 not Inllnd.INI IMY M mnudw.IM mlY Ihw Iwtn DNgoMI or trot WKInq N rKammmd.In IM.1..t TM,Misr of bK' to IMIY.rlhtnn!wnM11•I r 1 M ""thud Iw bO`".roar ollub m N,,M1 d+u.k1 rant-,ill l lermN!by IM 100 chwdl,In IM Obi Idm.by IM bottom chwdl Y p 11 ,Eh wed Ilam N In. .1Z n wW.O,to •II.n&,d IMI world Mt d, 1.twMndkull,to Ow Iron wed IAN" 01 nwW11 for IM owrwl to in•OINK of M•trot In hold-Y Ir mchbol In IM Mptlu. M w.INI.In Iia of id anMlf-'I Or mo,nwr't Oww,,Id Wlc.rrq In, noblhlY.!IN•n11w.ru.luw Trun i lnq qM mnn0,IN d•Init .wow.ler II In d.W TNl l wt h,un M•pl,on •prlNuNr tool 1WIem thould M drown on tM budtfiM dwp w't Iwmmq yl.n.l d of IM BT AGE ONE:Dur, Budd,n ONI Ind Trun,O ndNldwl eon Thor r•mmmlrq.imM Int WK, Mn.dr•wmw Brnlp--roll m net uwwly IurnlM.n ryrt of m M 0 In Non M wood,rune dpl,Ml,Iwm 1M IM-.1 Trun ryckoge,.nd should M Worq.by IM Wildw w qrI omch'i for bdkllrN,.M skim,n-,hq N IpK qN,,w mllVlw hoofs.Of b.m9 I.cnnrcll Moon" In I,N wood Iron wK„On c Nficlpr. rpulr.for.uh Ion mwnbn.TM bundlnq mrgmr mon gwil ,nduley,but mull,,t.la th.On.w,.1 n ponwbll'II.Ihoil.,be bow INN"Itho l MKInq N to M INhor.d rNtwlrwd n,Wwlnt prnMl.Only n o Fuld•to,In.ur OI I gWlif,.bulkh,doll", The bulldet w Nulim em nrld it_NbII Ior nOPn-'d 41nn mewmml sn0uld III trues-b-11 w b,..d,w to thwhN Wildn,d I-tion tmlrKlnr Thu,tM Trun/ln1 Ino."e.p,n'IV nun hindlln9 and 1v no-I-fmw bru1n9. H.mutt own IM, IOq.tMr.,mmYn in Flquw 11b1 TnI1 moor les c -„pod M t„ublml..Y r.IMnyb111Iy Ior dlrnlght NNlnq n IM un,.pph. IM n,0.Iluwn wI n011tweNlwly it.n•q.ddn,wico anal Ih11 1.Anna 9,nf Mn,01 r.•m•on IM rwo.."Od" fol Ind Inlwmof..ran d thou In,momnlNd In•Ilgnmmt Mfw•,durinq,Ind win IMUII.11. .p N w.d Nod wwlh IF, I lcl l hwwnbYb ildln9dOfpn.nwhr NlClmh, I,utw, Tim-,,W Nwllon burl"m.,follow,bill MI wow llY M 7.Dlpuml b,Nlry In IM PNM of w•b mnnlwl IF pun loll I11Clan.N,th•bulldlnq d"IWw,'I NWnlnq pl..II 4IKO hdoc ti 7 DIhN mom n d•INmIMd hY th•bulltlllp dlflgr'Ir br.lnq M IMII11d in nth lrur 11 diad In Pwlllm 2 3 rrnrwwwwwl rw.t,nl w wwd ��Nww wIIw llrl �~�• � r„w.w•wx.«s.••...mi� .��._ _ cnx.•Nr..x.w res w ,/ PFM tlEl Nw." b, fp.N 1101 fp.w EIII 11 o•.w.wrw• .IN eN wr.rYwl I, III 11 rum.. Ilrw.rr.rNMI.YNN twrx•.mrx.Ymn rw.ry n rare« xmr I rt+.ri.rirur�xy o•rw.x u,«www. l.,w« Mxgttinal ' 1 I 'n tF 11 Ar'w1xN -.m•. r..xw Fillw 1U1 o- Ir _1+•w.m. mwttww Ft".116) Flo.tib) I IIAOF TIgG:Dunn9 trot E1KIbn 1bl bra Lr or w.clmn tmnb•mor 111, --m~IMC d.gonal tr 4 bora.-.-2hINet mull bit..6till W...Mori,10 oW,.11.t IN wo ll 1r W1.t n,1 MI b-inq-V--MpIM1 to I qww 1l 1 On how MII 1 M fl,Hyo I1 m.,zhootI W,nn.lW 11.0-11-holy a 16 d19tw.xpb to IM titdlmptl.PI.-Hgflry,,Wining Ih.M o1 www"Mss NK.. tion,blit.DbyNlll Wool should M.Moth.In,Ito on~ Ild1 1.mul1IPl.pilk m 1,11,who,.IIrH11,.,rt;-., ,.t roof nI Ih1 rm.,n,n+tw wgVlHrp bin.l br.nq do.."dump h""t•nll,iw,.dnm.ndlbiant••.Owsm1.In OM rllw.ttoll mesh d N las IM fin Irur Ip Nwd b b Wlwd tow Appmdl.own" 10 I food•r61wn rote IIN Wound IM fol•ran xld TM round Th,,bwn.1 rap M cmlrnumO or'nlNmrllml.1 IN building 11 II mol br.a,1111"Old W wopol.I,drown In Flown 7 d,N W ro d.4- 112.N-.,I It-p d.thkl Inlnmdlml lrye,rN ,mpononl IO W...m,NH nu.of In.fro of IM butkl•Add1HaNI goi b,.-,In HN apMNn e.rK11On,I.id.,,. MI 1K..d 70 fN1,w Iwo.IM honlmbr run n nw NWO.1 f,,hin,. bu'ubr q He owl. All air Iruf,N 11,1,.IO In.11tH trn1,I1V IN bo.ld,p...lm.K ,m nd. 4 e 8 The W-nd bl-.mould M 1. tool duMlr„+hN win Illmho l whom.nkl•d INI mnhnuovl bowl on tiro N-1111.wlhln a JI cmnd W OUON,bnr.WK,nE l Clnennw,IM top cold, d n1 th. .,14%of IM w tido,I,dp bra o,Ira .w•. gFWoumnllr B I.I.1 ID JI iron Nn=toldhnw W ilio.IN bows 11 11•.11 Th"'Not. f..1 m1.N11 MtwNn IN,rdq.I.n1 OI kni 1,.-w-1.IIM OI hDNMr non,pit 1"•..boom thole m.CmMCT-.114 1111 bion not IM n- on,duoul nu .•Hobs mbIh,1 grt'rq 1 I,:�'^'„w I•"'� brill IY1tw,'.,tM wol of IM ROAM wuut.Ihwr r nodal to bolwwn IIII .- N rMrNwd IO 17 INI to 14 INI.D'pw,h + my wind tor,-d-o lmn krld-h.ImIdin Of on,rood d mod tont.Mlwln.IN I---- W1nnq.1q 1st o1 gpWWlmgwlr Ie dhow • - x mr...r.x.n thin*.Ilndlp leIM Hufn1 OYw 1N W.form IM IrwpNf rp,rn.Ipr 1IIMI,tY'n IM 01.M 01 IM Ior, - .m chOd NOTE '-f u•rN w holy MW,m.y'Wow ek.w gtic,ry - rMw^ew•+w AlIn Ilrrpp el MK,N 1Mwld M tbM w IMI If IM e.1w".W No-wins Wlforp•rho rinwr lnnrvgM'Mtwwn d,.gOn. - - - _ ••.•w urq l01bue1N d III h.. 'x111 will M b.lnd 41n.1Y.MI,n 1br1r boo, wlhd,nnl -11 w Jill IPWIr•-wow y p IN Ih.pl M of IM lop mord IN IglllN lrutw r I,r1 nn,wFwnnwq.to Mil x161 t0 IM Intl of IM h ddlp lto •• IIS/ WM IN Mn Ir Th-r.h,un e-k alt d pull out,1hu.Ilbw,rp If M.ybN.Ih.1.111m.'N I.wll hrKlnq In,tM top%,d mould 111y1 otlenw. M Fluid on IM Nggrhd. M of, too chord n'I crd to Ihwill hot N M N to wmawd It ump IN FIVwend dlIN O uOl ml TM hull wI town Al b •M .IK.,MI bun lldw w ulbn M wtol Nl loli Ion dIMK dtmIwo q WrNw. bolt :n~low Nm I.M-.y brKnp to hold INI .u1w PNM,In .1,9rrm.1•rq,n 1 YNFardllhm C.'IN,Nr1,v.Nn+..•tr,p,dlckirlq, It N•Foully rmporwn,Ior tM Mndw n,NMI-NnIwclOr 1. II .tllw,Iw.ti 1m 6.In t.11.T.mWxlr 1'nKlp fomVld N MI. -Hill WKInq In th.lll.N.1 IM:OF"hold Id Illi not W floor Own 7.1 d„nmNrn-u l.M rrxrr.',,i W n"n p,thon r'n tlulw TM-01.oral.,thool.1l. r,wn...w%Nd Id 111 flit Inndhm TM a 101 1MMI til.tw porn Of I.".twtwwn q�W. I to.- PYtrcuyr lllmh,h 0 tl'wtl.In Noting in IM.nd Of Ion /Ips.3161 HUM N MI--ins hal..4N Owd Ilmpw.N rn Ohn-IOb1 M nuWl n ooh-In F,9ur.JIM 'mwWun InHliblmn OI k T olio mol bo,q Ie nin rail-.- 0..n,h1 Mm•bnhml 1 Nrylhl fwnper.rY Mgc1p lu,4.,Mull M NiW wOh two bUhl. 7 WO II-Il PNM, ft N.M NCNYry ro lnnwl tNnMrnv ryrmw,ml M.t,n IOIw M wMlwndgl Fyn 1. wrl.led N'N on-,InlwtK,bI won IM MKwI m N, MKlnq.,.IM pNM 01 IM mil wi bon,.This M.vr x u nilly _ t Ind ANY bo-Cwt M 1M p.lr,nr'Inl b.NrlE.11 Is n'.•q,d INI el.pnN WNlr,q to,Id11r111 II.re6 nlrltlrr pw infolh Y If Would into HrutluwIl rpunlp t it I*-an bowl luill If NIN 1, fltl, II A FMA fol Irutwt.Ona1M r.tpm,Mnd.d IMI d to nbMc.w M oft MNK.until trhrcn.n I-hfl.'m ob n onw'wWN1 n -,«,• •xx.n. .x r.. r na'y IM hon In'gN Id 1 tru11.1 Irld (wt IntINwN b�ber 1.hi Int MI.roIM ery..Im.mon. +•wxwr.w+,.r.. Ir11n.1. Eidol.atop Iwf~Illusion,emuld M-.multi.a br rq I, ••�• �--1.«worn.• «...N nm h N MI gmwwlr wK•wrY les e,.gnNl In1111W 101.9 IM NNnbw 7r.tt•t.OI wohni b,•.nq on 4W -/ • ..,.rr.Yw' W11Y for IM lull Nnglh OI IM,1.d,Mrl"11,I.om�IItII low aur"•Iw'rNI m. Iq•bob. Th KI of".dta'irp NNtllp"t. II NN..»w. Ipinp Mlwwn wn of duo l b.c 1 not N iN f}11 N.,w Mw I m. I,u to,nwW II I NY Mnnsrtrnn N Nn,tw.II IM wrOr,q IM Imromn'run O IN.dnpM,A,Krnq gown,M l.g i n.rNlrckt ,MY.In,N trial N biles now rrr.wn win d,*,hul bI..," iron bK.nq mon N•MIM m IMN pbnM of rl,wM•in IN ( ImWKlb1 Fpuw qNl Illunr•-d.1mNl MKnp m IM Wild o1 IN ,Mf IYn•m to inw,.14bd11Y I TOO ch.M I+MnN.1 Ir1IN.7 wIb F.IN w+, M? 1!nl Mon n fro blow•.tMrMnl dw1 rap mwnWr ON d-1-1 -..rte J bollnm w NnNI hr.ary PMM pwp•Mrtubr ro Irww, f word Itwangl OWN - I'Yr'N J Bsnan CMN w,. ddb,n MM Wooers wwt'ry 0,1111 1 TN CArd IIM. bowl,--tool N IN M..Idw W NMI. `n'"r •• , bon'"" nod,wmpwwr b-1nq II wcwnmw,d.tl w dmf or 1M .w~• }.�_.� bottom-Mrd Cmlmuo.l umw brMnq on M Er..11r mm a Nin b dmirKtw n ttwtmq il H•..bA MIM wed thud T,ON mp rImI1NY• «r.rr n.xw Irl..m.'1 IO Iwo On-W,Ibry'M AOM Neth M r.mM,wold hill bwi p,.1 N,rp1.M1N la blow 6uNIIp Ml.......W.,.x'ry tMIMd It N Fplw.JNl IIII build,rp NIW n.11..nn n,tM bottom clwtl o,W_l 6r.n 1 e R `nr.,nr'.n..r•.`.«.-:r;'w�1:r:.�:."�' r-'"N.r.....r IIsi.•r,..... r.. _ II 1 1 1 I fl I rl r Fgpr AL1 ..i•Ilii, r ....1. tirww lne.n I l l l i l i i i' it ii ii Al m FIgoN b1A f Baro 6 Pnma of n.P must porde wlhuml wppdt h uEnl Ile ro IM PNM of IM Ind to 1 rwY.run r ntani .n IM intioo ,MuM M pler Aon IM nu„n�n ..fey wi, M WPM NwmAd lar n d.,i In Mwl.on,pwmanMt Wenng tows M Flgoee Efb! Ml xMlr o+n•Ina m•on.,10 Aloin oxrleAdlng MY nM rtW1 An drl,nad tp npu IaLal Corti impard on IM complied budmng by =11.1 aq--,laidM IMAM wife on in.nuiM,1-01.111 an M w.Alpe¢ban -Val le1H.la UI.Ad•1 aPwonmllalY ab dko.-I.Wn.mendtd dWgrwd Io$.Pmol it 11 Nnad not M cropped or•een.11-1-fa lly Int stabltity el the bottom Coad.thownO brxrng.n IM plrM o11M In any ethr an uhl-VN.burn an adpWNly",ad All Ibw Pnm•Mn1 Mating may W wMIrMM min IMN Ing.ul Iwnip Wrmm,".,ginheall,MI rpuired IhnuoMM IM length Alf ted ficin dlwld M M•gY•IeIY hwad it pilin of mN,wy mhNl.l1 w Mnn WIM.".bat it.,r.ammwMNd IMl It be btAtedal 11.1 11 exn and to M,Ad tanni n f,until the MW hghn with an flnithM. 01 IM Willing In milt u,r.,elbrxrnr.n IM plana.11N I Top CAdd PNM. Th.,M..ng n dN.goad p min le1w11 Wpmm rWd a installed.1 the limminnl w.clllM M I"mch.lxlutal STAGE THREE: Pnm mmt III—,.1 dMEMd AM p.Idlad by ted me_1 M IW IOP thwd II plrwMd flow w rMf,h«thimf IC plan low pw-id bia-g,and I,Ilt-lwn,1.11.n pta..1 W.-I wthll..or enQ..-Noted 111.11 A.1.11 01 IN hulMlrg 11 i,IM wally MphM win,toned pmn aha adpu.t•nailing,a wil .ung F.q.. dlwml.Man"on the 04r.•of rN bollen dtoed relpflnllMlitr.I IM Wddong dN.Ene,Iw hot.,.I-m-1.h.aha ou,dr.Vhrxm.11un 11 ilea •M adddmNl lou:.in IN q•M It sttatMnMN ler all pNm.tem brxlnE.1 retuned by d.tgn wAlWn.In g.nertl.y not lan.n. full bund- of pl„NM IN.M MI W piled I,-Th', S1. r•,.l.t dit,.ble to M,.go.M 1-1.all W..".tl.l it may _,uumn lead,Mold W li.'IM:e E I1.«n of dVwowd wI MY ail work 1ogNMr wile wIN,,I,uct.,.l Wrl,.1 IN build."bath n~ So-mN11 ree11M mm-1,m M d•p.t upon W NI n• of nu.h aha should M bated adtetent.o ted wool No eeeah wales,Venal InmN,ba in,nth,Cph hm bNnnl etc t to xhl- d,eph,aEm~woxrly lapped AM.•.led 1n.rll.n and 110 01 tMN Wnw1.r.I ren I Ally'-w-en m.lerlal,I-It N W-1 w 11111gINl IOtr oil inlaw.ly m•.nd14 n 11 the wlclhmn of IM b ldlnE whaVr 10 11 12 rr F,wrr,. length All•web ,.bar.At dNwlbod mol.n IM d-lon of •^"•+"r'a^'^^1'e'•""••'• build,"d..pn and I—dhow.(STAGE ONE I,diagonal hr..ng d.M Mthanp.1 anal to,nb111,•1n,WNW pnunq. Mac..,In ted pia,.of In.wed mPrMers.s alp urd In -' dnmbul.un.gwl IMdmg to MIPCMI burn and to W.ad b,nA male 1. ;11 Alamll of uta of diagonal Whlng e..r m IM plana of IM webs n.matter ill Iud"I to be mad•be 1M °O Wiling dol aha will dadnd upon ina 11116 ton,liUA Wn1iQUn- I.on.IVp of build.",aha Inc IMdlng Owt.r.l.y,Igor r0pf numem,the sil ani,Irom It IN•In IE feel def-d-1E uMn how 11 nd,las to the braang In IN pnM at IM APPINDIX .4••^. top town Fw nod tris,m.rpt MmnE,naum W.pwe.ImnnY JI --- __ _.. .__._.._... _. S fief,on CM 1 W-1 t.E IllontWCk1.nay alp M urd IM eemP It d Intended that IM,apwnd,n.nlAln only-flit M r.On lbw lyst.mt 'o looped IMI may be urrl N a garde Igor en Me handling M nxtwn until.mile Mntplate,lot-.,CM W p.Wm Th..me, ilgon I.M Flwwe d dlpinr Mal.,1st the plana of the w.W, he--or.n whlth Additional dNay.bN Vi ll be n..teny r.w.a n.wwr t Soleem Chid Nur, Th,,Wx.ng I,r.quh d.o himah-.n IM UNLOADING. 1f poN'ble.I,u ,,hall W unwl loadon nlal.nly •.n,1�,.lion pun dPugn all and to wn lethal.,pp-n In.Mltom,hod M h w M iNV,NII MI W unleaded ars iou.h 11 n In•1 to rMtl bu,kh.1.f to".In I1..anent of I.r.rl 01 W-di,,.1.wind AnDuld 411N 11MMMahal town INI mghI n 1 In dn-Ti..ul min uplltl d uNil 1001 d Ibd badrng, Io.nit Dumping a1 fru..Is an NMt bi.wxlld wbrided INI IM gowns.e nal damagod er"Coo Mly attested.n 1M act of dump" kjtj�jFd.nunlp.e bW.nQ iruNn Vr untllxn ewntllllon,,pwnont ill 1M Nnwm endtl b.1om.tmmproN.on mambrl aha should W WwM The Wilda,shall word.pre.xtbn ham d.Mw INI may W le1nA1,•n...1 buckllNg In ted tents-.-w.he I.P Codd 01 C.UYd 6Y On,q.WnNrMlbn.IlydY ilgoee NAl 11.04 town u ,N STORAGE.Can shelled laked p.I owl to all�w.nluW Wow"OI Ir purllnl.r.ung,paled not lu iced IM butki.ng IMgIM1 011M EIKIM In.'w lied el the boltdm Chad...ho dial.tnmf.r l'u IM WMIb;OWN pdr Itifel.rg wMl.IN it.-tae MMad.1 IOV Chad.and AdegWtely mafhed to IM tap ehoM it 1,raWm lelr.l.-d. IP MM w Ylpnk IMM Into aha•NI.,.,hili MII1 w " mw led that diagonal Mx.ng be spelled In IM.bdin ide of IM IM olhr ,,I ling 1lruto 1, hot the "incMotional,Mlwurl MnllnueW Il I,'Nam Nbn W Mlh Iwe nlwOMl lreeted wow)mal M aid,. mord to Proyenl 1.1.11,hitting al IM pwlim Wr.l Mxlng teed 10 Ili Ila.the be"in CM1wd II..regom.rwMad that old-,&to We All.Nal W.ring be In 11.1 A"an and of pbr to..lion.Ihr,O-W ben v d.n a red 1 pM.I.M I.Pa- Fill-bol illutp.th one nx.NltV Iwt NpIY.nE it' .1 Mxi".n M,building•M eddlh..l tu,h WYt he I..ted N-01.11.1-0, at.Wnl.n."1''Ull lexh d hem lh1 wwtal Ira.11•MIn9 0 r.PNM of in•Ino algid M,pd.than.of clna lY 4.c it pu,hN MI to e.nnd 70 1x1 F.Wn,S.Ilustnlh 1M uN of We IM.n IM IM pN.n.A Iurl hN nreNuli .Ny be taken be pared,"•toyer 1. plane al IM bmlam Chord Ihe ft~IMI wn11 IwNM1 mpHlun Irom Comm rn dn.1 Willa II.1 r(COmm.M.tl IMI tuit dlegoNl hrxlng,.t down.n Socia w1In red Pumpt aha wh.h an W xntinlM to ptNnl tenMnaalio SIb1.IM rn.lallod on be h move of IM rWp H..n all arld W W II IM Th.x r.mmmaM."M Ion W.Ng woad Ir.-hea been of NH d Wid",htPadl SS Ixt.n length,IN,hl.1a.,.d be labNled.1 Irom the tw.l.lrN eelrMrde of leading txh al P.1onnel In IN SAWING TRUSSES. The our n.Aw w r lld.dN11 take II n -.t M pnA.r then 70 feel wend huh IMuply bul man,dna to IM Ntule ill r.Ipanl.b,11- natN1rV w-u1.M,10 1-.that NMling.,.it wxlbn aratMW Inwhad.W w•tenhd -IV.1 A Nidi for ted ur of a qu•hlNd Wlkl.N do Mt reduce IM IOM v,vaVj Collin of Ina I.u. t N!MrnM PnM TM""a1 tell Waiting H 1.hold ted d"W.,builder,d creta I ee cnnmcror vu1N,In. i.ul poweat aha to-Inla.n the weaken In Tnmh A.11W..nplumb -1 ailed ,.1 IM.0-11.9 aha.n pow addwnn.1M,IA..I Mw"may be•ewled to,Mr1M the bU011" lie."Utak.11 be 01.1.1y.hanedi 13 6 16 .wilt.err 1 :- --_ ^L� 4b. r•twr antaloatio-wel age� J IJNV p. r" fig..Aill / Z Fin 1.11,1E ll"':;.d1.o w.1st. of ED.NI..1 r.rwem mantled he,. bol M tooted.,morphed,1 equate AIL TM 14-Aft!• ilio"bxk r,MM be e,.had le the tap,_4 AM web nrmWr,.t slain All) Ir•r - mlrr.n of.pwo W,IS led fnl-,tee tom,tal wmr,M W F.I,-teens hw-30 1-aha SP 1x1 a w'VW d11 w abate IM mad he*,.1 In.Ir .A.la wer«I nr.t N The panned-1,mown in F.wNa Alt1 II thould be rated that IM I.- Nrwgbxk Nn be of any m.ln.al All In win�......"h 10.I.1, A r.ggaalad ort caking/0r I.NIng ft~i,d.usteefed In Ffgda Altl Ited r,d.of.he glaw.'w"roe In II INN had mlald Wry It.s.pv of ted I'-.M."I"ien.rjal In SANAl lV mon A the pule SSM dee,nel.naed td that Is out."1MY AlaiNM to aisle ,Ck1.N0fled- bard."01 IN hu. & FIRST CHURCH of CHRIST, SCIENTIST Tigard, Oregon 1 Ralph C. Bonadurer Architect ' Dave Fal:-ar, P.E. Structural Engineer Interface Engineering Mechanical, Electrical INSTRUCTIONS AND SPECIFICATIONS 1 N ' FIRST CHURCH OF CHRIST, SCIENTIST T IGARD. ORECON Gr L7 ' I.0 J INDEX TO SPECIAL NOTES, INSTRUCTIONS, SPECIFICATIONS 1. BID PROPOSAL ' 2. SPECIAL INSTRUCTIONS 3. INDEX TO DRAWINGS ' ' 4. EXCAVATION 5• CONCRE'T'E 6. RESILIENT FLOOR COVERING 7. DAMPPROOFINGr CAULKING, LAVATORY #4 8. CABINETS ' 9. READERS DESK & SCREEN RAIL 10. ATTIC ACCESS ' 11. ROOFING TILE 12. FIRE EXTINGUISHERS & CABINET 13. PLASTIC LAMINATE TOILET PARTITIONS A14. REST ROOM ACCESSORIES 15. LAMINATED PLASTIC 16. FINISHED HARDWARE 17. PAINTING a ' � 1 y F- J rr 1 i BID PROPOSAL FORM First Church of Christ, Scientist i Tigard, Oregon Board of Directors Having examined the Drawings, Specifications, General Conditions, Special Instructions all dated 11/9/87, and having also checked with the Architect's office for all addendums, and having visited the Building Sites I the undersigned will furnish all labor and materials called for and indicates'. on the previously mentioned docu- ments for the sum ofs iContract Sums Contractors i Alternates s iMechanical H'lACs 1 . Alternate #I: Install pulse combustion type furnaces in place of standard gas furnaces. 2. Alternate #2: i a. Provide cooling by split system direct, expansion units for Base Bid furnaces. b. Provide cooling by split -,ystem direct expansion units for iAlternate #1 furnaces. Add for Alternate #1 Add for Alternate #2 Un 1 fi J 1 1 SPECIAL INSTRUCTIONS: The following instructions shall apply to the General Contractor, sub- contractors and all others engaged in the work under this contract inso- far as these inst--actions apply. 1 . The A.I.A. General Conditions found herein, shall apply in fu-11 or in 1 relative part to alta trades. 2. The General Contractor will pay for the building permit and subcontr- actors will pay for their required permits. 1 3. Bids will be received and opened publicly at 1 Dates Time: 4. The Owners reserve the right to reject any sub-contractor or any & all 1 bids. 5. The Architect in an effort to establish the period of Warranty will write the Owner and the General Contractor a notarized letter establish- ing the completion date of the building. 6. All que -.tions as to the intent of the Drawings or Specifications or the site situation shall be answered by the Architect. The Architect will 1 issue any necessary addendums or letters of explanation as questions or changes arise, to all plan holders. 7. Each Contractor is asked to review the Plans h Specifications early dur- ing the period of bidding so that the Architect can get answers to the Contractor in sufficient time prior to bid opening. 1 8. The General Contractor shall provide sanitary facilities for the workmen that meets local requirements and such conditions shall be satisfactory to the Owner. 1 9. The General Contrar+.or shall be responsible for any damage to the exist- ing street, neihboring facilities, and all ether existing improvements due to the work being done under this contract. 1 10. Insurancet In addition to carrying the insurance required by the State, the Contrac- tor shall carry Public Liability, Bodily Injury, and Property Damage to the following extents 1, Injury or death of one person. . . . . . . . . . . . . . . . . . . . . . . . . 1 2. Injury to more than one person in single accident . . . . . 3. Property damage . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . .. . . . . . 1 The General Contractor shall show proof of the above requirements prior to starting the work. 1 1 r SPECIAL INSTRUCTIONS: Page Two ' 11. The General Contractor shall include in his bid an amount to provide for a Performance Bond to cover the cost of the Work should he be selected to do the Work. The A.I.A. Bid Bond Form A-310 attached herein shall be completed and accompany the Bid Proposal Sheet. The bid bond shall be approximately 5% of the bid. 12. Prior -to final payment the Architect will furnish to the General Contractor sufficient affidavit forms (typical form attached herein) so that each sub-contractor may sign the fore and have it returned to the Owner prior to final payment. 13. The General Contractor shall be responsible for the final clean-up of the building and the surrounding property. This shall include 1 sweeping, brushing, washing of windows, removal of all trash caused by the construction. 14. At the time of the project close-out the General Contractor shall furnish to the owner in a single folder or binder all guarantees, maintenance manuals, bonds or other data that may be required. 15. Approval of Substitution: Approval shall be requested through the Architect's office in writing five days prior to the bid opening. If changes are required in the building to accommodate a substitution, the contractor shall be res- ponsible for that cost. 16. The Owner will carry fire insurance on all of the construction, as well as necessary liability policies. The Owner will post "No Tres- passing" signs. 17. Once the new structure has been enclosed, the Architect will post ' "No Smoking" signs and it is expected that the Contractor will make an effort to enforce the request. 18. Attached to the Working Drawings is a "Sidewalk Plan" .by Thomas H. Burton, Surveyor-Engineer. This Drawing shows the exact location of the required sidewalk and curb. Drawing A-B also indicates this work, plus a cu-b cut, on the Buiding Site Plan. This sidewaikand curb cut, for the entry driveway, are a part of the Construction Work. 19. Carpet Allowance: The General Contractor shall allow $3,800 for purchase of carpet and Installation. 'The Owner will select and purchase the carpet for the ' building. 20. p peecial Fabric: On Section A/A4 a fabric is noted on the wall behind the platform. On Sheet A-7 the desk and railing are detailed and fabric is noted on ' these Details. This fabric is to be purchased and installed by the Owner. 1 1 INDEX TO DRAWINGS A-A Cover Sheet - Picture A-B Building Site Plan & Grading Key Entry & Grading Plan Code & Site Information A-1 Foundation Plan & Details 1 A-2 Basement Plan Floor Framing Roof Framing Ceiling Framing Pier Detail A-3 Ground Floor Plan Misc. Details A-4 Sections A & B ' Wall Types Porch Steps 1 A-5 Sections C & D Stair Details A-6 Building Elevations ' A-7 Key Restroom Plan Elevations ' Readers Desk & Details A-8 Section - E, Structural Details ' A-9 Window Schedule Window Details Glazing Schedule ' A-10 Structural Spncifica.tion Notes Spire Details A-11 Door Schedule A-12 Room Finish Schedule M-1 Site Plan Mechanical M-2 Main Floor Plans Plumbing M-3 Main. Floor Plans HVAC M-4 Basement Floor Plant Plumbing & HVAC M-5 Mechanical Schedule & Detail E-1 Site Flan E1Pctrical E-2 Floor Plans Electrical, Panel Diagram i 1 [47 E CCAVATION Extents All the work described herein is subJect to the forgoing "General Conditions" and "Special Conditions" which become a part of the specification and all work shall be carried on in accordance therewith. 1. Scope: Areas to be removed and areas to receive fill, building area to be ex- cava•ted,, parking areas and driveways involved in excavation ar3 shown on `,he Drawings. Cost of any and all tests should they be needed for the completion of this section shall be borne by the Owner.. Should the excavating contractor find during the excavating rocks 1-1/2 cu/yd in size or greater he shall notify the Architect so that negotiations with the Owner may be started to cover the additional cost of the er-•-..vation. All soil shall be relocated on the site, in the filled areas as indicated on the Drawings. Any excess top soil will be distributed along the east front t of the building at the direction of the Architect. Protections See notes on the Plot Plan covering the protection of existing trees and ' shrubs. Parking and Asphaltic Driveway: a The excavating also covers the grading of the parking area and asphaltic driveway below the finish grades shown on the Drawings. Concrete Walks and Terraces: The excavating also covers the grading of the concrete walks and terraces or exteryor concrete slabs to a• point 8" below the finish grades shown on the Drawings. ' Building Area: Excavate over the entire area of the building most of which is below exist- ing grade and for a distance of three feet ,,eyond outside edge of walls to permit erection and removal of forms, dampproofing and installation cf sub- drainage system, This excavation should not be below the elevation of the top o'. footing since all footings where possible, are to be poured against natural undisturbed soil. 2. Back Fillings Against perimeter footing walls if footing drain tile are d?tailed on the Drawings pour 18" to 24" of 3/4" to 1-1/2" rock over and around the drain tile. The fill above the gravel shall be free of organic matter and of - rocks in excess of 4" in diameter. This fill material shall be placed In horizontal lifts of uniform thickness to a depth not in excess of 12" and then tamped. In areas wo-re there is no drain tile called for the same re- quirements shall apply less than initial 3/4" to 1-112 rock fill. 3. Borrowed Fills If requiiei, the borrowed fill shall conform to AASHO (American Asso. of Stats Highway Officials) Spec. M-145, A-1-A, A-1-B, A-3, Granular, non- plastic material. i Haul.-A, y Excess: Debris and material not necessary for the project shall be disposed of in a manner meeting local requirements. Burning of brush and trash to be approved by local Fire Marshal or Chief. 5. Fine Grading: In the final fine grading around the building and other Bite improvements tho grade shall be brought to 2" to 4" of the final grades shown on the ' Drawings. :he 'On-Site' top soil may be used in the defined planter areas. 6. Special Site Condition: On the Site Plan, Sheet A-B, the shaded area at parking stalls 21,22,23, there is an existing structure. This structure belongs to the adjacent neighbor, to the West. The present agreement between the Owner and the Neighbor is that the structure is to remain until the neighbors house is sold. This requires adjusting the grading to suit the site conditions. The Architect will work with the Contractor to resolve this condition. 7. Special care shall be taken not to damage the existing trees along the Street property line. rz• J t� 111 -J CONCRr,TF Extent: All of the work described herein as governed by the foregoing "General Conditions" . and "Special Conditions" which become a part of this Rpecification, arra all supple- mentary docuzr nts insofar as conditions apply. The contrcctor shall furnish all labor and material to complete all plain and re- inforced conc:st.e, steel reinforcement, forms, anchor slots reglets. and miscell- &neous items in connection therewith, as shown on the drawings or val.led for in the specifications. The Owner reserves the right to have tests made when deemed necessary. Tests will be paid for by Oirner. Tests will be made in accordance with recognized standards ' and by a competent irzlependent testing laboratory. Any materials found defoctive or non-conforming to specifioation standards shall be replaced or repaired at the expense of this Contractor. 1. Materials: a. Portland Cement: Portlaz)d cement shall conform to the ;standard specifications of the A.S.T.M. C 150, type 1, latest Editions. b. Fine Age^-'e gate: Fine Aggregate shall consist of sand, having strong, clean, hard durable uncoated grains, free from injw..•ious amounts of dust, lumps. soft or flaky particles, shale, organic matter, loam or other deleterious substances. Fine aggrega*e shall be well graded from fine to coarse with the coarser Darticles predominating, within the limits established in A.S.T.M. Spec. for Concrete Aggregate C-33. a. Coars" Aggregate: Coarse aggregate shall consist of washed, clean. hard. strong, durable un- c,.nted grains, free from dirt, scales and other deleterious matter. ' Coarse aggregate shall be well gra,cl +d from fine to coarse. The maximum size shall be 1-1/211 for walls. beams. ordinary slabs arra columns. 100% shall pass the maximum size sieve and not more than 5% shall pass f4 sieve. ' d. WatTr: Water shall b, clsan ani frets from deleterious amounts of acids. alkalis or organ!z matter. e. Reinforcing Steel and Wire Mesh: Reinforcing s+,eel bars shall be manufactured from new billet steel, in accord- ance with the Std. Sp--,c. of the A.S.T.M. The sizes shall be noted on Drawings. f. Reinforcing Steel Mesh: Shall be a welded 10 gauge each way wire fabric 5" `..t;. , electric,slly welded. ' Reinforcement shall be free from paint., oil, scale or any coatings that will tend to reduce the bond value of the reinforcement. g. Fill. Under Slabs: 1/411 to 1" gravel or crusheei rook placed a minimum of Q" in depth when ' compactod. When the Details on the Drawings indicate sand fill under the slabs t,* sand is to be liver tank sand. i I CONCRETE Continued 2. Concrete Proportions and Consistency r The proportions of aggregate to cement shall produce a mixture which will work readily into the corners and angles os the forms and around the roin- forcement without; permitting the materials to segregate or excess free rwater to collect on the surface. The mix shall not exceed 5f gal. of water to each bag of cement with a maximum slump of 411. All concrete shall come from an approved "Ready-Mix" batching plant. of concrete from "Ready-M,ix" plant shall teat at a minimum of 3000 p.s.i. in r28 days or as scheduled on the Drawings. All concrdte exposed to the weather such as sidewalks, porch slabs ani wall and pier footings shall be of air entrained conorets, 3% to 6%. The entrain- Ing agent to be Vin3u l Resin or EOOON WR. Current ASTM GZ60. 3. Forms: rForms shall be substantially built and erected, 'sight enough to prevent leaking of mortar, of ample strength to sustain the weight likely to come upon them. r They shall be properly braced to maintain position arra shape, and conform to the designed dimensions. Forms shall be of fir plywood 3/,w" ` .'^k. Form Lies shall be snap-in style. Rmmove in minimum of four days and fill Lie hole with 1:3 dry Portland cema nt mortar rammed solid. 4. Placing Rpinforcemint: rMetal reinforcement, befora placing shall be thoroughly cleaned of mill and rust scala or any coating that will tend to rc-!• ca or destroy the bond. Rein- forcing appreciably reduced in section shall be ,-ejected. rMetal reinforcement shall be accurately placed .n aecoH_&.ica with the drawings, adequately secured in poaition against displacement, and supported by concrete ror metal chairs and spacers. All steel chkirs s►,all be galvanized. Splines where required shall provide sufficient lap to transfer the stress between the bars by bond and shear. F r The metal reinforcement shall be protected by the thickness of concrete ind i- Ln cated on the drawings. Where not otherwise iryiicated, the thickness of con- r crete over the :4inforeement shall be as follows: -- a. Where concrete is deposited against the ground, without the use of J forms, rot less than 3 inches. cc b. Where concrete may be exposed to thy, ground but is placed in forms not less than 2 inches. ' J o. Walls, not less than 1-1/2 inches. 5. Mixing an: Pla,.inF Concrete: ' a. All uor:_rete sr,u be plant mixed and delivered to the job by truck. b. Before depositing concrete. debris shall be reproved from the space to be occ-spied by the concrete and forms shall be thoroughly we,;,ted. Water shall be removed from the of deposit befrre ooncrety is placed. 1 . • �m V, - A. ' CONCRETE Continued o. This contractor is to cooperate with all other trades as necessary to secure all reinforcing. blocking, anchors, pipes, wood grounds, sleeves, hangmrs, chases, conduits, opemings, etc. ,, for heating and ventilating ducts, all of which shall be properly placed and inspected before the pouring of concrete. d. Concrete shall be handled {'-nom the tracks to the place of final deposit as rapidly a- practicable, by methods which will prevent the separation or loss of ingredients. Concrete shall be deposited in horizontal layers andas nee.rly as practicable in its find position to avoid segregation due to rehandling of flowing. When concreteing is once started, it shall be carried on as a continuous operation until the placing of the panel or section is completed. The top surface shall be generally level. e. Concrete shall not be dumped from such a height or in such a manner that the aggregates will separate. Baffle plates or openings in the side of the forms through which the concrete may be placed is recommended for such places. f. All concrete sh •11 be thoroughly tamped, rodded and vibrated during the operation of placing and shall be thoroughly worked around reinforcement. embedded fixtures and !nto the corners of the forms. g. If upon removal of the forms, agJ-egate pockets, honeycomb or other defects occur due to improper placement of the concrete, the architect shall have the right to require their correction. 6. Cold Weather Requirements: ' a. Adequate equipment s'aall be provided for heating the concrete materials and protecting the concrete during freezing or near freezing weather. No frozen materia L�, containing ice shall be used. b. All concrete materials and all reinforcement. forms fillers, and ground 4 with which the concrete is to come in contact ;shall be free from frost. When ever the temperature of the surrounding r►ir is below 40* F. , all concrete placed In the forms shall have a temperature of between 70*F. . and 100*F. . and adequate means shall be provided for maintaining a temp— erature of between nbt less Baan 70*. , for thr6e days, or for as much more time as is necessary to insure proper ou.ring ui the concrete. f- ` 7. Construction Joints_: Joints not indicated on the drawings shall be so made and lr^ate3 as to least impair the strength of the structure. Where a joint 'o be made. L ' the surface of the concrete shall be thomughly cleaned and awl .laitance 11 removed, and slushed with a coat of neat cement grout immediately before the placing of new concrete. ' 8. Grade Floors: Level gravel fill and cover with a membrane vapor seal. Lap joints minimum ox' 4". See membrane notes on Drawings. i I CONCRETE Continued 9• Concrete Finish: All concrete floors shall havf a monolithic finish. All surfaces to be evenly floated arra steel tro•aelee. twice to be hardened smooth surface, free from trowel marks. All exposed exterior cnnorete walls shall be finished as follows 1. Clean surface of all loose particles and apply coating of bonding inaterial. 2. Apply a cement finish composed of: 100 lbs. Portland Cement 250 lbs. White sand, 20 mesh 50 lbs. Hydrated lime. 1 1 qt. Anti-Hydro Mix anti-hydro with water before adding to sand and cement. 3. Trowel on wall in uniform thickness, leaving surface smooth, xs moisture ' leaves finish coat - float to a true even surface using a rubber bloat. 10. Concrete Walks & Terraces: The walks and terraces shall have a light broom finish and scored approxi- mately as indicated on the Drawings. In cases of slight variation in verti- cal height all risers shall be of the same dimension. The tooled joints; and expansion joints shown on the Drawings for walks, terraces, patios, etc., though not dimensioned in every instance, shall i be followed as shown for design effect. Broom Finish-Surfaces t ' Where broom finish is indicated on the Drawings use a clean uniform thatch broom. The finish on the concrete surface shall be continuous from one ' joint to another. Continuous squares or rectangles may be broom finished at right angles to each other. Each edge ,joint shall be tooled following the broom finishing. ' Exposed APQregate Surfaces: Placement and Embedment: After placing and screedi:ig of concret6 the selected aggregate shall be uniformly seeded so that the entire surface is completely covered with a layer of stone. Excess sLo:-e shall be removed at this time. w > Surface aggregate shall be embedded into the roft concrete by a tamping ►- t method. Care shall bn taken not to overembed. J AgKregate Exposure: LL ' When the concrete is hard enough to re-�ain the exposed aggregate and. the -, mortar is still soft enough to be removed by brushing, the surface can be brushed and flushed with water. Final washing operation can osase when ' the flush water is clear and there is ro notioable cement film on the aggregate. ' 1 1 • - 1 RFSILI NT FLOOR*COVrRING Fxtent: The flooring oontractor shall be governed by the General Conditions and all supplementary documents insofar as the conditions apply. The work includes all labor. material;. services and equipment to lay the finish resilient floor and re..-ted items as shown on the Drawings and herein. specified, 1. Materials: A. Sheet Vinyl Linoleum: Congoleum, Profile, Amberly, White-7209 B. 4" top-set brown or tan rubber or vinyl base. Exterior corners are to be bent or wrapped around corners. Interior corners are to be mitered, 181, thick. c. Adhesives and other application materials shall be those as re- commended by marmfactiirers of the material used on the job. DAMPPROOFING: a. Materials: Minwax black dampproofing #300 N.I.W. Marine water proof cement, Cabot's "Flexiblack" 1 Pioneer-Flintkote, C-13c. b. Appli:ations Thoroughly coat surface with strong impenetrable body of the paint used. Apply one heavy coat . Where surfaces absorb the the paint, recoat until the necessary body is obtained. c. Location: All exterior surfaces of concrete walls, from the top of the footings to within six inches of the grade, around the lower level portion of building. I .7 CAULKINGi .L The caulking as noted on the Drawings around windows, doors and other openings uhall be non-hardening Thiokol base ready :nixed material equal to 3-M Weather- ban 101. Color Gray. Around various openings and flashing details as shown use followina� Presstite Productst 750.3 Ropax, 576.1 Permagum, 1177 St..rucsur- ' seal. LAVATORY #4 This room in the basement is to be left unfinished. The plumbing, waste linee, supply lines are to be roughed in and c:Apped. Install the electrical junction boxes for light fixture, fan and switch. The walls to be sheetroeked, but not painted. The future venttlatin; fan will be a through-wall unit to the crawl space and the duct may bi added later in the crawl space. 1 CABINETS Cabinets shown on Sheet A-7, elevation 5 & 7 are Merillat, Omni Series. Feathuring self-closing concealed hinges, sculpture oak pulls, solid oak frames and reinforced corner gussets, melamine urface, smooth on back side, textured on fronts. READER DESK AND SCREEN RAIL Details shown on Sheet A-7, Plan view on Sheet A-3 The fabric to be purchased and installed by Owner. ATTIC ACCESS (in ceilings) Attic access doors to be 22"x30" to fit between framing. Doors 14 Ga. Steel Frames 16 Ga. Steel with a continuous flange door stop. 1 Hinge: Concealed spring. Locke Screwdriver activated cam. Finishi Baked enamel primed. Painter to finish to match ceiling. As manufactured by Milcor Model DB. Doors by other manufacturers, that meet the Specification will be accepted. � I ROOFING TILEi e This material and work of application will be ender a separate contract. The execution of this work is to be coordinated with the General Contractor. ' The glazed roofing tile is "Toyo Roofing Tiles Industry Co. , Ltd. of Japan. The Roofing Contractor will take the roofing work from the 3/4" plywood roof' sheathing up, including* the felt dry sheet, wood stripping, lead flashing, ' and wire ties. Work of Roofers 1. Apply two (2) layers of 30# base felts over the plywood sheathing. Lap ' felts to the second line, to achieve an 18" lap. 2. Apply cedar lath over the line of each rafter. Nail by hand with 8d ' galvanized nail. 0 3. Apply 1x2_ cedar stripping at right angles to the roof rafters 2 r 9-1/4" o/c (236 mm) . Nail by hand with 8d galvanized nail. n ' 4. All flashings to be 16# lead. 5. Cut. square holes in deck for vents etc. Use galvanized iron roof jacks flashed with 16# lead. 6. This roof assembly weighs 1,000#/square or 10# per sq. ft. AiJ 1 i Z FIRE EXTINGUISHER AND CABINET PRODUCTS CABINETS A. Where shown on the Drawings, and as directed by the local Fire Marshal , provide recess mounted, factory pre-finished steel ' cabinets. B. Style to have vertical, off-center, slot window glazed with clear, double strength glass, and flat trir,. C. Approved manufacturers: 1. J. L. Industries #2035 V10. 2. Larsen #V-2409. 3. Equal products of other manufacture::z when app.L,vod in advance e by the Architect. FIRE EXTINGUISHER ' A. Each fire extinguisher cabinet shall be provided with on multi- purpose 10 lb. dry chemical extinguisher. B. Extinguisher to have a U.L. Rating of. 4A-60B:C. C. Service, charge and try each fire extinguisher not more than 60 days prior to the date of Substantial Completion of the Work. D. Fire extinguisher and cabinet to be supplied by the same manufacturer. EXECUTION SURFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. B. 5/8" type "X" gypsum board enclosures at cabinet recess, as detailed Non the Drawings, is part of required conditions. INSTALLATION J A. Install cabinets at the helght directed by the local Fire Marshal. -' B. Install the work of this Section in strict accordance with the original design, the approved Shop Drawings, pertinent requirements of govern- mental agencies having jurisdiction and the manufacturer's recorrunended installatlon procedures as approved by the Architect, anchoring all components firmly into position for long life under hard use. ur I� PLASTIC LAMINATE TOILET COMPARTMENTS PRODUGTS LAMINATED PLASTIC TOILET PARTITIONS A. Provide plastic laminate plastic toilet compartments, floor mounted, overhead braced, in the dimensions and arrangements shown on the Drawings, and in colors and finishes selected by the Architect from standard colors and finishes of the approved manufacturer. B. Particle board core minimum ] " thick, pa, ls, doors and stiles. ' ACCEPTABLE PRODUCTS A. Bobrick 1042 series. B. Knickerbocker "Metropolitian" series. C. Global "Embassy" series. OTHER MATERIALS ' A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contr- actor subject to the approval of the Architect. EXECUTION STJRFACE CONDITIONS ' A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and -roper completion of the work. Do not proceed until unsatisfactory 1 conditions are corrected. I14S TALLATION ' A. Coordinate as required with other trades to assure proper and ade- quate provision in the work of those trades for interface with the work of this Section. B. Install the work of this Section in strict accordance with the original design, the approvea Shop Drawings, pertinent requirements of govern- mental agencies having jurisdiction, and the manufacturer's recommended ' installation procedures as approved by the Architect, anchoring all components .firmly into position for long life under hard use. C. Adjust doors except doors to handicapped compartments, to remain at ' a uniformly partially open position when unlocked. J D. Touch up scratches and abrasions to be completely invisible to the unaided eye from a distance of five feet. J 1 �4 ACCESSORIES 1. Paper Towel Dispenser & Waste Receptacle: 1 a. Fully recessed b. Size: 17-3,/16" x 56" c. Rough opening: 16'"x 54-3/4" x 4" deep. d. Borrick B-3944 2. Feminine Napk_i.n-Tampon Vendors a. Partially recessed 1 b. Size: 13-7/8" x 27-7/8" c. Rough opening: 12-1/2" x 26-3/8" x 4" deep. d. Bobrick: B-352-104 3. Liquid Soap Dispenser: a. Counter Top b. Hole 1" dia. c. Bobrick: B-822 4. Toilet Tissue Dispenser with Utility Shelf: a. partition mounted b. Size: 5" x 16" c. Bobrick B-2840 ' 5. Feminine Napkin Disposal - for servicing two toilet compartments a. Let in partition b. Size: 11-3/4" x 15-3/16„ ' c. Bobrick: B-354 6. Toilet Seat Cover Dispenser: ' a. Surface mounted b. Size: 15-3/16"x 10-3/4" c. Finish to match Bobrick items ' 7. Horizontal Grab Bars: a. Concealed mounting b. Size: 36" x 1-1/4" Dia. 24" x 1-1/4" Dia. c. Bobrick B-5507 x 36 8. Robe Hook: ' a. Surface mounted rt b. Double hook c. Hall-Mack Hm-685 J VANITIES CLO Details shown on Sheet A-7, and located in Men Women Rest Room and 0 Lay. 2,394. The wall brace on the open end is to be painted on all �j exposed surfaces to match the adjacent wall. Color of laminate to be selected by Architect. FLAMINATFD FLASTICS Extent: plastic counter Includes all labor and materials to install the lp tops and splash backs as shown in detail on the Drawings. This contractor- will he governed by the General Conditions. and all supplementary documents insofar as the conditions apply. Materials: The surface material shall be 1/16" high pressure laminated plastic sheet (Melamine resin surfaced) conforming to the performance standards of the National Flectric Manufacturer's Asso. (NENA). for Class I high pressure lamin.ted in resistance to dimensional change, moistur3. water. wear. stains and burns. 1 Such manufacturers are: Westinghouse' - "Micarts" G. E. - "Textolite'l ' Natn'l Plastic Products - "Nevamar" The adhesive used shall be one approved by the manufacturer of the laminate plastic. Note special detailing of splash backs and office countsr. FINISHED HARDWARE I� Workmanship and finish of hardware shall be clear from blemishes and defects. Each item shall he properly wrapped in a separate package distinctly laveled and numbered for each and every opening for which it is intended and in accord- ance with the hardware schedule. The Hardware Supplier shall be, or have in h1s employ, an Architectural Hardware Consultant with technical experience who can correctly and efficiently service r 1 this hardware contract. This individual shall be available to the Architect R or his Representative for consultation at all times. r Architectural hardware shall be furnished with all necessary screws, bolts, or other fastenings of suitable size and type to anchor the hardware in pcsition for heavy use and long life, and shall harmonize with the hardware as to material C, and finish. These fastenings shall be furnished where necessary with expansion shields, sex bolts, toggle bolts, or other approved anchors according to the material to which it is applied and as recommended by the Manufacturer. All hardware shall be factory guaranteed, free from defc�.;Ls In workmanship ' and material for a period of one year after acceptance of the building. First Church of Christ, Scientist, Tigard. Oregon pop 1 HW ,I DOOR NO. 1 3 pr Hinge 681 199, 4.5 x 4.5, NRP 613 HA 1 ea Three point lock MS 1837 x 4089 x 4001 613 AR 2 st Cylinder Type as Required 613 SC 2 st Pull 97048, 61-B Mtd 613 BB 2 ea Closer KP2820B 690 RU 2 ea Kick Plate 37, 12" x 1" LDW 613 66 I ea Threshold 1716 --- PE 2 ea Door Bottom 3156N --- PE t I st Weatherstrip 305BR --- PE I pc Astragal Seal 376AW - PE 2 ea Stop F9078X 613 BB HW 2 DOORS NO. 2, 30 t1 .5 pr Hinge BB 1 191 , 4.5 x 4.5, NRP 613 HA 1 ea Exit Device 99NL 313 VD 1 ea Cylinder Type as Required 513 Sc I ea Closer KP2820B 69u RU 1 ea Threshold 1 71 B --- PE 1 I ea Door Bottom 315BN --- PE 1 st Weatherstrip 30568 - PE I ea Stop F9078X 613 BB ' HW 3 DOORS NO. 3, 6, 7, 8, 9, 23 1 .5 pr Hinge BB 1279, 4.5 x 4.5 641 HA I ea Latch A I OS Orbit 613 SC I ea Closer KP2820 690 RU ' I st Gasketing S88D --- PE I ea Stop W179T 613 BB Pacific Hdwe. & Spec. November 13, 1987 1 First Church of Christ, Scientist, Tigard, Oregon page 2 HW 4 DOORS NO. 4, 5, 32 1 .5 pr Hinge BB 1279, 4.5 x 4.5 641 HA 1 ea Latch D 10'3 Olympiad 613 SC ' 1 ea C I oser K2820 690 RU 1 st Gasketing S88D --- PE I ea Kick Plate 37, 12" x 2" LDW 613 BB 1 ea Stop WC9T 613 BB HW S DOOR NO. 10 i 3 pr Hinge BB 1279, 4.5 x 4.5 641 HA 2 ea Exit Device 0-9927L-BE-F x 20 lever 313 VD 1 ea Closer/Holder/Detector 721OMPDS x 120VAC. 690 NO 1 ea CloFer/Holder 721 OMPSS x 120VAC 690 NO I st Gasketing S88D - PE 2 pc Astragal Seal 293DS --- PE 2 ea Stop W9T 613 BB HW 6 DOORS NO. 1 1 , 19, 22, 31 , 33, 35 1 .5 pr Hinge BB 1279, 4.5 x 4.5 641 HA I ea Latch A 105 Orb'I t 613 SC I ea Closer K2820 690 RU I st Gasketing 588D --- PE I ea Stop WC9T 613 BB .t Y 1) J Pacific Hdws. & Spar.. November 13, 1967 1 First Church of Christ, Scientist, Tigard, QreW, page 3 HW 7 DOORS NO, 12, 13 t 1 .5 pr Hinge BB 1279, 4.5 x 4.5 641 HA I ea Latch A40S Orbit 613 SC 1 ea Closer K2820 690 RU 3 ea Silencers --- -- I ea Stop WC9T 613 8B HW 8 DOORS NO. 14, 15, 16 1 .5 pr Hinge BB 1279, 4.5 x 4.5 641 HA 1 ea Latch A40S Orbit 613 SC 3 ea Silencers --- -- i ea Stop WC9T 613 BB HW 9 DOOR NO. 17 1 .5 pr Hinge BB 1279, 4.5 x 4.5 641 HA 1 ea Latch A405 Orbit 613 SC 1 ea Closer K2820 690 RU I s Gasketing 588D --- PE 1 ea Stop WC91, 613 BB HW 10 DOOR N0, 18 1 5 pr Hinge BB 1279, 4.5 x 4.5 641 HA 1 ea Exit Device 0-99L-F-BE x 20 Lever 313 '.`D I ea Closer K2820 690 RU I st Gasketing S88D --- PE ' I ea Stop WC9T 613 BB Pacific Hdwe. & Spec. November 13, 1987 1 First Church of Christ. Scientist. Tigard. Oregon pegs 4 Hw 11 DOOR NO. 20 1 1.5Hin BB 1 .r 79 4,`i x p Hinge 2 4.5 641 IIA 1 ea Latch AIOS Orbit 613 SC 3 ea Silencers 1 ea Stop WC9T 613 BB HW 12 DOORS N0, 21 , 34 ALL HARDWARE BY DOOR SUPPLIER/MANUFACTURER ~ 1 Pacific Hdwe. & Spec. November 13. 1967 .� FAINTING Extent: ' The painting contractor shall be governed by the General Corditions and all supplementary documents insofar as the conditions apply. It is the intent of the following specifications to cover the compete painting arra finishinF, of all surfaces throughout the interior and exterior of the building. The con- tractor shall provide all labor, tools, and materials to do the work. The contractor shall be held responsible for inspecting the work of others prior to the application of his materials. I. Storarp: All materials and equipment shall be storod in one area and all precautions 'taken to prevert fire. Said materials to be stored in an approved area. 2. Materials: All materials required for painting shall be the brand specified or an equal products. i-.aterials shall be delivered to the job site in original container,;, with label and seals unbroken. Colors to be selected by the Architect and Owner. All unspecified materials such as shellac, turpentine or linseed oil shall ' be made by a reputable manufacturer. 3• Worknanshiu: All work shall be done by skilled mechanics in workmanlike manner. No runs, etc. All coats shall be thoroughly dry before applying succeeding coats. No work shall b�_ done in the evenings under artificial lighting without the ' personal approval of the Architect. Ex teriur surfaces shall be thoroughly dry before painting. No Painting and finishing shall be done on exterior work during damp weather. Interior paint- ing and finishing shall not be started until the building is thoroughly dry. All primers and undercoats shall be tinted to approximate the finish coat of ' color. All adjacent work and materials must be protected with suitable covers during the progress of the work. All hardware items, switch covers, etc, shall be either removed or covered prior to painting. Failure to thoroughly protect such items from being painted ' may cause the architect to require replacement of any tarnished items. Upon completion of work, the painting contractor shall remove from the build- ; : ' ing all surplus materials, scaffolds and debris created by him. He shall clean off all misplaced paint and varnish so as to leave his part of the work in a clean arra finished condition. 1 Y PAINTING Page Two Exterior Woods: Plywood Siding, Battens, Trim, Columns Glidden Laytex Stain, No. 9400 Series. Solid Color Apply two coats by brush and or roller. Exterior Galvanized Metal: Gutters and Downspouts Assumed shop primed. Finish Coat: Glidden VJ.nyl Y-5500 Series Interior Gypsum Board: ' First Coat.: Glidden, Laytex Primer Y-5019 Finish Coats Glidden, Low Lustre Y-5800 Interior Wood Trim: Door Frames & Trim, Window Wood Trim First Coat: Stain one coat Glidden Y-2t8 Interior Stain Finish Coat: Satin, Modified Polyurethane Two Coats Y-10 Urethane Varnish N J CO C7 111 J 1 SECTION 15010 GENERAL PROVISIONS i t PART 1 GENERAL 1.1 GENERAL DOCUMENTS ' A. Ganeral Conditions and General Requirements apply to work of this Section. ' 1 .2 CODES, RULES AND DOCUMENTS A. All work and materials shall conform to the local and State Codes, tand all State and other applicable laws and regulations. C. Whenever indicted material , workmanship, arrangement or construction is of higher quality or capacity than that required by the above Codes, the Drawings and/or Specifications shall govern. B. Should there be any direct conflict between Codes and the Drawings 1 and/or Specifications, the Codes, rules and regulations shall govern. t1 .2 WORKING DRAWINGS A. ThL working diagrams are generally diagrammatic. They do not show every offset, bend, or elbow required for installation in the space provided. All locations for mechanical work shall be checked and coordinated with the Arch-itectur;il , Structural and Electrical Drawings. ' B. Where equipment is shown, dimensions have been taken from typical equipment of the class indicated. Carefully check the Drawings to see that the equipment under consideration for installation will fit the space provided and that all connections may be made thereto without impairment of area and height requirements and of Code required clearances. 1 C. Substitutions: " 1 . The materials, prods,-+s and equipment descr-ibed in the Bidding �I Documents establishe.. , standard of required function, dimension, appearance and quality to be met by any proposed substitution. 2. No substitution will be considered unless written request for ' approval has been submitted by the Bidder and has been received by the Architect no later than 10 calendar days before bid N opening date. > ' 3. Each such request shall include the name o` the material or equipment for which it is to be substituted and a complete mdescription of the proposed substitute including drawings, cuts, - ' performance and test data and any other information necessary for w an evaluation. J 4. A statement setting forth any changes in other materials, equipment or work that incorporation of the substitute would require shall be included. The burden of proof of the merit of the proposed substitute is upon the proposer. The Architect's decision of approval or disapproval of a proposed substitution shall be final . 15000-1 D. Shop Drawings and Samples: 1. Unless .otherwise approved, all Mechanical Shop Drawings shall be provided at one time in a vinyl covered three-ring loose-leaf binder. 2. Each item shall be clearly referenced by page and paragraph to t the applicable portion of the Specifications. Where equipment is designated by number or symbol on the Prawings, the submittal shall also show this number or symbol . 3. All specified features and performance data must be specifically noted on the submittal . 4. The .Contractor shall check Shop Drawings for space requirements and conformance with the Specifications and shall mark his corrections and approval on all Snap Drawings prior to submittal to the Architect. E. Record Drawings: Contractor shall maintain an up-to-date set of prints for recording "Record" conditions. At the end of the job all "record" information shall be transferred to a clean set of prints. 1 The Drawings shall record all deviations from the Contract Documents. I These changes shall be accurately dimensioned from the building lines and reflect the depth from finish grade or finished floor. F. Guarantees: Furnish written guarantee to Owner for period of one year covering all defects in material and workmanship. Should any trouble develop during this period due to defective materials or faulty workmanship, the Contractor shall furnish all necessary labor and material and correct the trouble promptly and without any additional cost to the Owner. G. Permits: Unless otherwise distinctly herein speciFied, this Contractor shall apply and pay for all necessary permits, fees and inspections required by any public authority having jurisdiction over his work. 1 .4 VISITING THE PREMISES ' A. The Contractor, before submitting a Bid on the work, must visit the site and familiarize himself with all visible existing conditions. ' As a result of having visited the premises, the Contractor shall• be responsible for the installation of the work as it relates to such visible existing conditions. B. The submission of a bid will be considered an acknowledgement on the part of the Bidder of his visitation to the site. 1 .5 ALTERNATES A. Provide in an appropriate, clearly marked space on the Bid Sheet a LL ' price for the following additive Alternates: J 1 . Alternate #1 : Install pulse combustion type furnaces in place of ' standard gas furnaces. 2. Alternate #2: a. Provide cooling by split system direct expansion units for Base Bid furnaces. b. Provide cooling by split system direct expansion units for Alternate #1 furnaces. 15000-2 PART 2 PRODUCTS 2.1 MATERIAL A. All materials and products used for construction shall be new, of the best grade, and the latest products as listed in printed catalog data. All articles of a kind shall be the standard product of a single manufacturer. Trade names and manufacturers names denote the character and quality of equipment dsired and shall not be construed as limiting competition. PART 3 EXECUTION 1 3.1 INSPECTION A. All work and materials subject to field observation at any and all times by Architect and/or Owner's representative. B. Contractor shall notify the Architect a minimum of 2 days prior to testing any piping system which must be witnessed and approved before it is covered up or enclosed. C. If observer finds any material or work not conforming to these Speci- fications, within 3 days after being notified, remove materials from premises and replace with approved material . If material has heen installed, entire expense of removing and replacing borne by Contrac- tor. 3.2 COMPLETION REQUIREMENTS ' A. Upon completion of the work and adjustment of all equipment, all systems shall be tested by the Contractor to demonstrate to the Owner's Representative that all equipment furnished and installed or connected under the provision of these Specifications functions mechanically in the manner required. At the time of this demonstration, the Contractor shall deliver to the Owner's ARepresentative four bound copies of the following material : 1. Catalog description of each fixture and item of equipment actually installed on the job. 2. Spare parts list of manufacturer's recommended replacement parts for each fixture and item of equipment. 3. Operating and maintenance instructions for each item of equipment a ' requiring inspection, lubrication or service, describing and rc scheduling the performance of such maintenance. N 4. Valve list in triplicate with valve location, normal position and ' function. 5. List of service abbreviations used in piping identification. 6. Adjustment, Operation, Etc. : Adjust all controls for proper cc ' operation. Adjust all regulators, faucets, etc. Open and close w all shutoff and cont -ol valves several times to insure tight glands. Furnish they services of a qualified person for a period ' of not less than one day, at a time approved by the Owner, to instruct the maintenance personnel , correct any defects or deficiencies, and demonstrate to the satisfaction of the Owner, ' that the entire system is operating in a satisfactory manner and complies with all requirements. 15000-3 eB. Complete this operation tes', prior to request for final inspection.7 3.3 WORK BY OTHERS A. Chases, framed openings and roof curbs other than for roof mounted air conditioning equipment, are by the General Contractor. This Contractor is responsible for coordination with the General Contractor to assure proper layout, size and location of the above items. tEND OF SECTION 1 t t n J J 7 ' 1 J 1 15000-4 15050 BASIC MATERIALS AND METHODS PART 1 GENERAL 1.1 GENERAL DOCUMENTS 1 A. General Conditions and General Requirements apply to work of this Section. ' PART 2 PRODUCTS 2.1 PIPING MATERIALS ' A. Concrete Pipe: Nonreinforced Bell and Spigot extra strength pipe conforming to ASTM Standard Specification C-14. Rubber ring pressure type joints or caulked oakum with nonshrinking grout. B. Cast Iron Soil Pipe: Service weight Hub and Spigot cast iron pipe and fittings conforming to ANSI Standard A-112.5.2 or No-Hub cast iron pipe conforming to ANSI Standard A-112.5.2 or cast iron pipe with compression type gasket fittings. C. Steel Pipe: Schedule 40 pipe, black or galvanized. Size 4" and smaller conform to ASTM A120. Size larger than 4" conform to ASTM A53. D. Copper Tube: Hard drawn copper, Types K, L and M conforming to ANSI H23. 1 . Fittings shall be wrought copper solder joint fittings conforming to ANSI B16.22. 2.2 VALVES A. General : Valves manufactured by Jenkins, Kennedy, Powell , Walworth, Crane, Nibco, Stockham, Hammond or Lunkenheimer, Red & White are approved. B. Gate Valves: Bronze body, 125 psi working pressure, non-rising stem, threaded or solder joint end connections. C. Check Valves: 1 . Swing Check: Bronze body, 125 psi working pressure, threaded or ' solder joint end connections. 2. Non-slam Check Valve: Bronze body, 125 psi working pressure, bronze plug, stainless steel spring. ' D. Butterfly Valves: Steel or iron body. 150 psi working pressure. Lever handle with position indicator and mechanical stops. Aluminum bronze disc. Wafer or flanged body. Ethylene propylene seat. ' Crane, Pratt, Fisher, Worcester, Keystone. LLJ E. Ball Valves: Size 2" and Smaller: Bronze body, 200 psi working t pressure, lever handle with stops, threaded or soldered ends to match pipe and bronze stem and ball . Seats and seal shall be Buna-N for service of maximum 150°F. For water service over 150°F or gas service, seat and seal shall be ethylene propylene or Teflon. Valve ' seat replaceable without disturbing piping either by swing away or top entry method. 15000-5 F. Relief Valve: Pressure Relief Valve: ASME construction. Set for pressure specified. Bi-metallic thermostat element. Size to meek equipment capacity. McDonnell -Miller, Watts, Bell and Gossett, Cash- Acme. G. Gas Cocks: ' I . Inside Service: Brass or bronze body, plug cock type, 125-150 psi working pressure. Flat head, square head, lever handle type. Hays, Lunkenheimer, Mueller. 2. Outside Service: Cast iron or semi-steel body. Brass or bronze trim end plug cock type, 125-150 psi working, pressure. Flat head, square head, lever handle type. DeZurik, Hays, McDonald, Mueller. 2.3 UNIONS A. Steel Pipe Union: 150 pound malleable iron, brass to iron seat, ground joint, black or galvanized to match pipe. B. Copper Pipe Union: 200 psi working pressure. Bronze body, solder ends. Pipes 2" and under use ground joint, pipes 2-1/2" and larger ' use flanged face. C. Insulating Unions: 250 psi working pressure. Pipe ends and material to match piping. Electric current below i% of galvanic current. ' Gasket material as recommended by manufacturer. Epco or approved substitution. 2.4 PIPE SLEEVES A. Minimum 20 gauge galvanized steel in concrete, 18 gauge in all other construction. 1/2" clearance around pipe or insulation. 2.5 ESCUTCHEONS 1 A. Brass material , chrome plated finish. Size sufficient to cover all pipe openings through wall , floor or ceiling. Set screw or spring to secure to pipe. Mechanical Contractor to coordinate all opening sizes with General Contractor. 2.6 HANGERS ' A. General : Fee and Mason figure numbers are indicated but comparable products manufactured by Elcen, Kinline, F&S Central , Super Strut and N Grinnell are acceptable. B. For All Piping 2" and Lar Provide p 9 ger: galvanized steel insulation protection shields inside hangers, at least three times longer than diameter of pipe. C. Pipe Hanger Size 3" and Smaller: Adjustable malleable iron, split ring hanger, black, U.L. listed. Fee and Mason No. 199. D. Pipe Hanger Larger than Size 3": Adjustable steel clevis type hanger, black, U.L. listed. Fee and Mason No. 239 or 103. E. Copper Tubing: Fee and Mason No. 500 or No. 368. Hangers and riser clamps. ' 15000-6 F. Insulation Protection Shield: Galvanized steel , 18 gauge. Minimum length 12". Fee and Mason No. 81. 2.7 ELECTRIC MOTORS A. Motors shall meet NEMA standards, aod shall be suitable for the service and location shown or required. Motors shall be drip-proof induction type with ball bearings unless otherwise specified and shall be suitable for voltage variations of plus or minus 10% ')f t rated voltage. 2.8 STARTERS ' A. Starters for equipment shall be furnished by the equipment supplier suitable for performing the control function required. Starters shall have thermal overload protection devices on all "line" legs. Size all overload heaters as recommended by motor or equipment manufacturer for service and location. 1 2.9 ACCESS PANELS A. Steel , 24" x 24" (or approved size) complete with steel frame, hinged locking door and prime coat finish. Milcor )r approved. Provide fire rated type where required. PART 3 EXECUTION 3. 1 PIPE AND PIPE FITTINGS A. Install unions in non-flanged pipe connections to apparatus and adjacent to all screwed control valves, traps and appurtenances requiring removal for servicing, so located that piping may be dis- connected without disturbing the general system. 1 . Run all piping parallel to the building structure and support it sufficiently to prevent sagging. ' 2. Install all piping where possible so as to vent and drain. 3. Support all piping independently so that its weight is not carried by the equipment. ' 4. Screwed joints shall have the pipe ends reamed, dope or tape applied to male threads only, with the exception of brass to brass joints which shall be made with Teflon tape only. After jointing, no more than 2 threads shall remain exposed. 5. No-Hub Cast Iron Pipe: Conform with local Plumbing Law: and Cast Iron Soil Pipe Institute recommendations. 6. Copper Tubing: Clean outer surface of tube ends and inner surface of fittings. Apply flux as recommended by manufacturer. All domestic hot and cold water and condensate pipe shall be soldered with 95% tin and 5% antimony or Allstate Silver Bearing 1 Solder #430. All other copper lines including underground water service shall be brazed with Code approved filler materials. Remove bonnets and non-metallic seats on all valves and cool body with damp cloth while soldering or brazing. Remove excess flux ' and residues in accordance with manufacturer's instructions and Code "Standards" or requirements. Use of "tee" forming socket tools is prohibited. ' 15000-7 7. Welded: a. For pipe 4" and smaller, welding shall be performed either by means of gas welding (Oxy-Acetylene) process, or by manual 1metallic shielded arc process. Welders shall be certified. b. Electrodes for welding shall conform to ASTM A-233 and shall be one of the following classes: E6010, E6011, E6016, and E6020. c. Gas welding rods shall conform to ASTM A-251-GA-60. d. Al pipe line welding shall conform to local , area or State 1 regulations in accordance with provisions relevant to system service. (E.G. , natural gas piping, L.P.G. fuel gas piping, etc. ) 8. Expansion and Flexibility: Install all work with due regard for expansion and contraction to prevent damage to the piping, ductwork, equipment and the building and its contents. Provide piping offsets, loops, approved type expansion joints, anchors or other means to control pipe movement and to minimize pipe forces. 3.2 VALVES ' A. Install valves on each side of all equipment and where shown on Drawings. Full size of pipe unless otherwise indicated. B. Provide neat appearance and easy grouping with all parts easily accessible. Valve stems shall be installed in a horizontal or upright position. 1 3.3 PIPE SLEEVES A. Lay out work in advance of pouring concrete and furnish and set sleeves necessary to complete the work. B. Floor and Wall Sleeves: Provide sleeve on pipes passing through concrete floors or wall . Extend sleeve 1" above finished floor or face of wall . Caulk all pipes passing through floor with asbestos rope and mortar or approved caulking compound. Insulation for piping ' through walls shall be continuous through walls. 3.4 UNIONS ' A. Pipe Unions: Install where indicated on Drawings and on each side of 311 pieces of equipment to permit easy removal of the equipment. B. Insulating Union: Place in line ;;i piping systems where 2 dissimilar metals come in contact. 3.5 ESCUTCHEONS 7 _.' A. Install at all exposed pipes passing through walls, ceilings or floors, and on fixture stops and waste connections to the wall . a ' 3.6 PIPE HANGERS AND SUPPORTS t A. General : Provide adjustable hangers on all pipes, complete w;fh adjusters, swivels, rods, etc. ' B. On hot pipe lines where expansion and contraction occurs, provide swivel joint at top or bottom of hanger rod. ' 15000-8 iC. Provide hanger within 3' of all changes in direction. D. Branches 6' or longer shall have separate hanger. E. Plumbers Tape: Not permitted as pipe hangers. F. Hanger Spacing: Pine Spacing Cast Iron Soil Pipe - At each joint and at intervals not to exceed 8 Feet ' Steel Pipe 1" and Smaller 7 Feet Steel Pipe 1-1/4" and Larger 10 Feet Copper Tubing 1- 1/4" and Smaller 6 Feet Copper Tubing 1-1/2" and Larger 10 Feet G. HRnger Rod Sizes: ' Pipe Sizes Rod Sizes 1/2" to 7." 3/8" 2-1/2" to 3" 1/2" 4" to 5" 5/8" 6" and Larger 3/4" 3.7 CUTTING AND PATCHING A. Cutting, patching and repairing required for the proper installation ' and completion of the work specified in this Division, including plastering, masonry work, concrete work, carpentry work and painting shall be performed by skilled craftsmen in these respective trades, ' all at the expense of this Sub-Contractor. Holes which are cut oversize shall be filled back in so that a tight fit is obtained around the pipe, duct or object passing through the penetration. 1 3.8 PIPING SPECIALTIES A. Thermometers: Install thermometers at water heaters and at other equipment where required by provisions of Health and Sanitation Regul?.ions or local Codes. 3.9 PIPE AND EQUIPMENT IDENTIFICATION A. Each new piece of equipment shall bear a permanently attached iden- tification plate, listing the manufacturer's name, capacities, sizes ti 1 and characteristics. 3. 10 ACCESS PANELS A. Install access panels to provide access to all concealed valves fans, motors, fire dampers, coils and all items needing service. See Section 15050, 2.9. ' END OF SECTION 15000-9 15250 INSULATION PART I GENERAL 1.1 GENERAL DOCUMENTS A. General Conditions and General Requirements in Table of Contents apply to work of this Section. 1.2 QUALITY ASSURANCE A. Qualification of Workmen: 'Jse sufficient Journeyman Insulators and Supervisors in the execution of this portion of the work to insure ' proper and adequate installation of insulation throughout. 1.3 SUBMITTALS ' A. Product Data: Before insulating materials are delivered to the job site, submit complete data in accordance with Section 15010 showing insulation materials proposed to be furnished and installed. B. Where local or State Regulations are in variance with specified products or materials, submittals shall conform to those regulations. Copies of such regulations shall accompany submittals. 1 .4 PRODUCT HANDLING A. Protection: Use all means necessary to protect insulation materials before, during and after installation. B. Replacement: In the event of damage, immediately make all repairs and replacements necessary. t1 .5 FIRE HAZARD CLASSIFICATION A. Maximum fire hazard classification of the composite insulation con- struction as installed shall be not more than a flame spread of 25, fuel contributed of 50 and smoke developed of 50. 1 B. Pipe insulation shall be tested in accordance with the requirements of U.L. "Pipe and Equipment Coverings R5583 400 8. 15". C. Duct insulation shall be tested in accordance with ASTM E-84 and bear a ' the U.L. label . i� N 1 .6 ACCEPTABLE MANUFACTURERS A. Owens-Corning, Johns-Manville, PPG, Armstrong, Certain-Teed or ca approved. U ' 111 J 1 1 ' 15000-10 PART 2 PRODUCTS 2.1 MATERIAL tA. Fiberglass Sectional Pipe Installation: Thermal conductivity of 0.24 BTU-in. per square foot per hour per OF at 75°F mean 1 temperature. Minimum density of 1.5 pounds per cubic foot. Jacketed with white barrier laminated of aluminum foil and white Kraft reinforced with glass fiber strands. Jacket shall have factory ' applied self-sealing lap. 2.2 FOAM PLASTIC INSULATION A. 1" thick, flexible elastomeric closed cell pipe insulation. Thermal conductivity of 0.27 BTU-in. per square foot per hour per of at 75°C. 2" thick on pipe below grade. ' 2.3 DUCT WRAP A. Fiberglass duct insulation with thermal conductivity of 0.23 BTU-in. per square foot per hour per OF at 75°F mean temperature. Minimum density of 1.5 pounds per cubic foot. Factory applied flame retardant foil reinforced Kraft vapor barrier facing, 2.4 DUCT LINING ' A. Acoustical duct liner with thermal conductivity of 0.26 BTU-in. per square foot per hour per °F at 75°F mean temperature. Minimum density of 1.5 pounds per cubic foot. 1 B. Based on a No. 6 mounting in accordance with Test Method ASTM-423 liner shall have sound absorption coefficients as follows: Thickness Sound Absorption Coefficients at Inches Frequencies of: 125 250 500 1000 2000 4000 NBC 1 . 18 .54 .58 .80 .86 .83 .70 2.5 PIPE FITTING 'INSULATION COVERS A. PVC performed molded insulation covers. Zeston or approved. ' PART 3 EXECUTION 3. 1 INSULATION THICKNESS A. Domestic Cold Water Pipe: Cover with 1/2" fiberglass sectional pipe covering. B. Domestic Hot Water Pipe: Cover with 1" fiberglass sectional pipe covering. C. Refrigerant Suction Piping: Cover with 1" foamed plastic. D. Supply and Outside Air Duct. ' 1 . Cover with I" duct wrap except where noted on the Drawir►g for duct to be lined, or where fiberglass ductboard is used. 2. Line with I" duct liger as noted on the Drawings. 15000-11 3.2 INSTALLATION A. Installation shall be continuous through walls, floors, partitions 1 and sleeves except where noted otherwise. B. Fiberglass Sectional Pipe Insulation: Apply insulation to pipe and seal with self-sealing lap. Use self-sealing butt strips to seal butt joints. Insulate all fittings, valves and unions with single or multiple layers of insulation and cover to match pipe or use ' preformed PVC molded insulation covers. C. Foamed Plastic Insulation: Insulation shall be slipped on the pipe prior to connection. Butt joints sealed with manufacturer's adhesive. Fitting shall be insulated with miter-out pieces. All insulation exposed to the weather and under-grade shall be covered with 2 coats of finish as recommended by manufacturer. D. Duct Liners: Apply to ducts indicated by note on the Drawings. Apply with fire resistant adhesive to flat sheet with 100% coverage, For w4dths over 20", additionally secure the liner with mechanical tfasteners at 15" centers. Coat exposed and leading edges of trans- verse joints with suitable fire resistant adhesive. END OF SECTION 1 1 t15000-12 15400 PLUMBING 1 PART 1 GENERAL 1.1 GENERAL DOCUMENTS A. General Conditions and General Requirements in Table of Contents apply to work of this Section. 1.2 SHOP DRAWINGS A. Provide Shop Drawings for plumbing items and equipment indicated on ' the Drawings and identified in the Schedules. Submittals shall include any additional equipment items which are incorporated as an option or variation to the basic design and specific devices required by local Code Regulations. B. Basic equipment and fixtures: 1. Plumbing Fixtures. 2. Drains. 3. Plumbing Specialties. 4. Plumbing Cleanouts. 5. Water Heater Equipment. PART 2 PRODUCTS 2. 1 PIPING A. Soil , Waste, Storm Drain. and Vent Piping: 1 . Piping above and below ground within the building and to a point 5' outside the building line: Refer to Section 15050-2.2B. 2. Piping below ground beyond 5' outside building line: Refer to Section 15050-2. 1A. B. Domestic Water Piping: 1 . Piping Above Ground or Floor: Type "M" copper tubing with wrought copper or cast bronze fittings and soldered joints. Refer to Section 15050-3. 1G. 2. Piping Below Grade or Slab: Type "L" copper tubing with wrought copper or cast bronze fittings and soldered joints. Refer to Section 15050-3. 1G. 3. Contractor's Option: Subject to approval by Architect and local authority having jurisdiction, on-site water service piping to within 5' of the building line may be PVC pipe and fittings of type approved by Code. J C. Gas Piping: Refer to Section 15050-2. 1C. ' 1 . Above Grade: Black steel pipe and threaded malleable iron fittings. ' 15000-13 2. Below Grade: Black steel pipe and butt welded fittings. Pips below grade wrapped with double thickness Scotchwrap No. 51 applied over Scotchwrap pipe primer. Factory applied epoxy coating to equivalent thickness with field wrapped or epoxied joints approved. No "holidays" permitted. 2.2 PLUMBING FIXTURES A. General : Provide new plumbing fixtures of the type herein specified and of the quantity shown with all fixtures of one manufacturer. 1. Fixtures: Complete with fittings, supports, fastening devices, faucets, valves, traps, stops and appurtenances required. 2. Exposed IPS Piping and Tubing: Brass, chrome plated. 3. Escutcheons: Brass, chrome plated. 4. Warranty: All fixtures warranted not to craze, color or scale. 5. Fixtures Set and Connected: To soil , waste, vent and water supplies in neat, finished and uniform manner. 6. Connections: Equal height, plumb and set at right angles to floor, wall or both unless otherwise required or specified. 7. Fixture Locations: As shown on Architectural Drawings. 8. Stops: Stops installed in each supply pipe at each fixture accessibly located with stops of loose key type or screwdriver type with wall escutcheons in public use areas. Wheel handle type may be used in non-p,,blic areas. B. Manufacturers: 1 . China,Cast Iron or Stainless Steel Fixtures: American-S+nndard, 1 Eljer, Elkay, haws, Sunroc or Kohler. 2. Fittings: American-Standard. C. Plumbing Trim: t1 . Traps: Provide traps on all fixtures except fixtures with integral traps. Exposed traps chromium plated cast brass or 17 ' gauge chromium plated brass tubing. 2. Supplies and Stops: First quality brass, chrome plated. American-Standard, Kohler or Chicago Faucet. ' 3. Closet Seats: Solid white reinforced plastic, open front, hinge with insert integrally in seat, concealed check. Olsonite, Church or Beneke. a ' D. Fixture Schedule: See Schedule on Drawings. 2.3 FLOOR DRAINS A. Coated cast iron body, double drainage flange with weep ho'.es, primer connection, vandalproof screws,flashing clamp device, adjustable LL ' strainer. Smith, Josam, Wade or Zurn. See Drawings for Lype. 2.4 ACCESS COVERS A. Furnish and install access covers in walls to service shock absorbers and shut-off valves as manufactured by Josam, Wade, Zurn, J. R. Smith or approved. Smith No. 4750. 1 15000-14 ' 2.5 HOSE BIBB 1 A. Cast brass non-freeze heavy duty wall hydrant with 1" brass casing, polished brass face, brass operating parts, adjustment locknut, renewable nylon seat, 3/4" hose outlet, vacuum breaker, removable "T" handle. Woodford, Josam, Zurn, J. R. Smith or Wade. See Drawings for types. 2.6 PLUMBING SPECIALTIES SA. Shock Absorbers: Precharged bellows type, with integral flow orifice. Josam Series 75000. Zurn, Wade, J. R. Smith, PPP approved. Provide access panels as required for removal . It is mandatory that shock absorbers be provided at all equipment and fixtures with fast- closing valves and on all branch lines were flush valves are used. B. Trap Primers: Trap seal primer valve with automatic vacuum breaker. Josam 88250. Wade, Zurn, J. R. Smith or E & S Valve Company, PPP approved. C. Backflow Preventers: Reduced pressure backflow preventer type, bronze body complete with shutoff valves, test cocks. Automatic t protection against back pressure and back siphonage. 150 psi working pressure, Code approved. Febco 825Y. Watts, Hersey, Clayton approved. 1 2.7 PLUMBING CL�ANOUTS A. Cleanouts shall be located as shown on Drawings and as required by the Administrative Authority. Cleanouts shall be the same as the pipe except that greater than 4" will not be required. Inside floor type shall have polished nickel bronze tops, and wall type shall have 1 stainless steel cover;. Ceramic tiled floors shall have square frames, all others shall be round. All Cleanouts shall be Jo�am, Wade, Zurn, Smith. Smith numbers used as a basis of selection. Outside Cleanouts to grade shall be adjustable and vandalproof. 1 . Tile Floor Cleanouts: Smith 4023 or 4033. 2. Wall Cleanout: Smith 4427 C. I . ferrule with raised head bronze plug and stainless steel covor. ' 3. Carpeted Floor Cleanout: Smith 4023X or 4033X with carpet clamping device. 4. Outside Concrete, Paved Areas: Smith 4253 or 4263 cast iron ' flanged body and cover. Install in 18" x 18" x 6" deep concrete pad flush to surface. a 2.8 DOMESTIC WATER HEATER EQUIPMENT �- A. General : Water heaters shall meet current Code and energy regulations in accordance with State and/or local requirements and applicable standards. A. 0. Smith, Rheem, State. 2.9 BACKWATER VALVE A. Inline: Cast iron body, bronze flapper valve, bolted cover. Smith 7012. Josam, Wade, Zurn approved. Provide service access to cover. t15000-15 B. Inline with Shutoff Valve: Similar to "A" except with internal bronze gate shutoff feature and removable wheel handle. Provide extension to finish grade for service access. Smith 7150. Josam, Wade, Zurn approved. 2.10 PRESSURE REGULATING VALVES 1 A. Natural Gas: Diaphragm and spring actuated type, with ventless or vented relief feature. Construction, pressure range and venting features suitable for intended service. Regulator shall meet Code and/or serving utility requirements. Vented type shall be piped to atmosphere in approved location. American Singer, Maxitrol , Rockwell approved. ' 2.11 EXTERIOR SITE ACCESSORIES A. Catch basins, manholes, meters, meter vaults, etc. , shall meet 1 requirements and approval of local authorities having jurisdiction. Shop Drawings shall be submitted for those items which are indicated on the Drawings or required by local authorities. PART 3 EXECUTION 3. 1 EXCAVATION AND BACKFILL A. General : Perform all necessary excavation and backfill required for the installation of mechanical work. Any piping or other work damaged during excavation and backfilling shall be repaired at Contractor's expense. 1 B. Water: Keep all excavations free of standing water. Excavations damaged or softened by water or frost shall be re-excavated and filled back to original level with sand, pea gravel or other approved material by the Contractor at his own expense. C. Tests: During the progress of the work for compacted fill , the ' Architect or Owner reserves the right to request compaction tests made under the direction of a testing laboratory. ' D. Excavation: Excavate trenches to the necessary depth and width, removing rocks, roots and stumps . Cost of additional excavation to facilitate utility crossovers, additional offsets, etc. , shall be borni by the Contractor. Excalation material is unclassified. Width of trench shall be adequate for proper installation of piping or conduit. ' E. Bedding: All cast iron, PVC and cement-asbestos piping shall be full bedded on sand or 3/4" minus crushed rock. A minimum 4" deep layer shall be placed on the leveled trench bottom for this purpose. The fill shall be removed to the' necess-_. , depth for piping bells and couplings to maintain contact of the pipe on the bed material for its entire length. All other piping and conduit may be laid on a smoothed, leveled trench bottom, so that contact is made for its 1 entire length. ' 15000-16 tF. Backfill : Native excavation material may be used for backfill subject to approval by Architect and/or Owner. Where required, t import backfill shall be sand, 3/4 minus crushed rock, pea gravel or approved material . All backfill shall be placed in layers not exceeding 8" deep and compacted to 95% of maximum density at optimum moisture content to preclude subsequent settlement. "Water-puddling" to obtain compaction is not permitted. In landscaped areas, height of backfill material in trenches, etc. , shall be determined by Architect and/or Owner. G. Excess materials shall be disposed in accordance with applicable Sections of the Specifications or as directed by the Architect and/or Owner. 3.2 CUTTING, PATCHING, REPAIRING N. Cutting, patching and repairing required for the proper installation and completion of the work specified in each Division, including plastering, masonry work, concrete work, carpentry work and painting ' shell be performed by skilled craftsmen in these respective trades, all at the expense of this Contractor. 3.3 PIPE INSTALLATION A. General : Install unions in all non-flanged pipe connections to apparatus and adjacent to all screwed control valves, traps and appurtenances requiring removal for servicing, so located that piping may be disconnected without disturbing the general system. Provide dielectric couplings, unions or flanges between galvanized steel and copper pipe or tubing. B. Provide accessible drain valves at low points on Mater piping. C. Run all piping parallel to the building structure and support it sufficiently to prevent sagging. ' D. Sanitary Waste and Storm Piping: Slope at uniform grade of 1/4" per foot unless noted othPr��,ise. Make changes in size with reducing and wye fittings. Run exposed piping parallel or perpendicular to ' building structure. E. Vent Piping: Venting where indicated shall be installed in ' accordance with local Codes. Vent penetrations through the roof shall be sized to meet "frost-free" provisions where required. Provide Code approved lead flashing and counterflashing on vents through roof. F. "Combination Waste and Vent" systems indicated on Drawings are designed in ac,.ordance with provisions contained in the '79 Edition ' of the Uniform Plumbing Code. G. Gas Pipi„,• Fuel gas piping installations shall conform to the local Code requi, ements. Solenoid operated safety shutoff valves shall be provided in piping to cooking areas and wired interlocked with fire control equipment serving hoods. i ' 15000-17 3.4 FIXTURE INSTALLATION A. Fixtures supported on stud partitions, unless specified with chair carriers, shall be supported on heavy concealed brackets or carrier arms attached to 1/4" x 5" steel plate supports fastened to studs with bolts. Plates shall be welded to steel studs. Plate shall extend one stud beyond fixture mounting point. 3.5 FLOOR DRAIN INSTALLATION A. Install flush with finished floor. Prime all floor drain traps from nearest water closet or primer valve. Primer connection to flush valve tailpiece shall connect to rear of pipe and exposed materials shall be chrome plated. 3.6 PIPE TESTS AND INSPECTIONS A. Notify Architect or Owner and local Plumbing or Mechanical Inspector 2 days before test. B. Drainage, Waste and Vent and Storm Drainage Piping: Test in accordance with Local Plumbing Code Provisions or local Code requirements. C. Water Piping: Eliminate air from system. Fill and test at 125 psig for a period of 6 hours with no loss in pressure. D. Gas Piping: 100 psig, 2 hour duration with no pressure loss. Use oil free compressed air or nitrogen for test medium. Check joints for leakage with soap and water or approved liquid leak detector. E. Certification: Provide written verification for all piping systems ' test acceptances and installation inspections. 3.7 CHLORINATION ' A. General : Upon completion of all tests and necessary replacements, all domestic wager piping shall be disinfected as herein specified. B. Treatment shall be conduc+ed in accordance with the local or State Health Board Requirements. Upon completion, a Certificate of Compliance shall be presented to the Architect or Owner. t3.8 EQUIPMENT PROTECTION R N A. Keep all pipe openings closed b,; means of plugs or caps to prevent ' the entrance of foreign matter. Protect all piping, ductwork, fixtures, equipment and apparatus against dirty water, chemical or mechanical damage both before and after installation. Any such fixture, equipment or apparatus damaged prior to final acceptance of ,U) I the Work shall be restored to its original condition or replaced at -J the expense of the Contractor. ' 15000-18 ® B. Protect all bright finished shafts, bearing housings and similar 1� items, until in service; no rust will be permitted. C. Equipment and materials stored on the Job Site shall be covered or otherwise suitably protected at the direction of, and to the satisfaction of the Architect. If coverings become torn, they shall be replaced until the equipment is connected and operating. END OF SECTION e _. t R' F-- N Y J r-r G] Ill J ' 15000-19 15880 AIR DISTRIBUTION PART 1 GENERAL 1.1 GENERAL DOCUMENTS A. General Conditions and General Requirements in Table of Contents apply to work of this Section. 1 .2 SHOP DFAWINGS A. Provide Shop Drawings for the following equipment: 1. Exhaust Fans Alternates: 2. Diffusers and Grilles 1. Furnaces. 3. Dampers 2. Evaporator Coils. A. Furnaces. 3. Condensing Units. PART 2 PRODUCTS 2.1 EXHAUST FANS A. Roof Exhaust Fan: Centrifugal roof type for curb mounting. Weatherproof housing. Motor mounted out of airstream. Bronze or nylon ball bearings with lube fitting. Far and motor isolated. Disconnect switch in housing. Backdraft damper. Birdscreen. V belt drive with adjustable sheave on motor or direct drive. U.L. listed. See Schedule for fans that are to be epoxy coated. Galvanized sheet metal with enamel finish (color by Architect) or fiberglass hood. Backward inclined or forward curve fan wheel . Pace, Carnes, Greenheck, Cook, Penn, Breidert/Exitaire or approved. B. Ceiling Exhaust Fans and In-Line Fans: 1 . Direct Drive: Ceiling mounted centrifugal type with direct drive motor, insulated cabinet, vibration isolators, backdraft damper ' and disconnect switch. Pace DD, Penn Zephyr, Greenheck SP or approved. 2. Belt Drive: Blow-through with the following features as manufactured by Pace or approved. Unit Casing: Fabricated of heavy gauge steel , reinforced and braced with steel framework, for maximum rigidity and as follows: Removable panels in fan and coil sections. Provide gasketed acci•ss to all internal parts. All hanger or bolt holes in unit casing prepunclied at factory. N Casings and all accessories, with exception of coil , given a ' protective enamel finish. All metal parts of units chemically cleaned, phosphatized and coated with baked enamel finish. cc Duct collars at fan discharge as integral part and extension of cz ' fan housing. 3. Fan: Fans shall be AMCA rated double width, double inlet, )r.- overloading, forward curved centrifugal type and as follows: Fan bearings shall be grease lubricated ball bearings selected for 2300,000 hours average life and shall have extended grease lines where not readily accessible from ceiling access pane]F or other points of access. ' Internal bearings shall have extended grease lines. ' 15000-20 Fan motor shall be internal or external to unit and provided with adjustable V-belt drive. Entire fan and motor of internal units shall be mounted inside fan housing on a base with vibration isolators. 4. Vibration Isolation: The snit manufacturer shall provide spring type vibration isolators for the entire unit, installed internally within cabinet. 2.2 DIFFUSERS AND GRILLES e A. General : Diffuser sizing based on air being introduced at 20°F temperature differential , and air being diffused at the 5' level to a velocity not greater than 50 FPM. Diffusers selected so as not to 1 exceed the NC-33 curve when the volume damper is 50% open. Manufac- turer shall guarantee to meet the above performance factors or replace all diffusers where required. B. Manufacturers: Tuttle and Bailey, Carnes, Krueger, Agitair, Titus, Barber-Colman, Anemostat or approved. C. Types: See Schedule on Drawings for types. 2.3 DAMPERS A. Splitter Dampers (SD) : Provide where required; constructed of galva- nized sheets not lighter than 18 gauge, reinforced to prevent vibra- tion, equipped at both ends with brass bearing mounts and of sufficient length to provide complete shutoff branch duct. B. Extractors (EX) : Provide at all right angle supply branches, behind grilles by the same manufacturer as the supply grilles. Each unit shall be the same size as the grille face. ' C. Volume Dampers (VD) : Provide in supply, exhaust and return ducts as required for balancing and construct of galvanized sheets not lighter than 18 gauge, reinforced to prevent vibration, equipped at both ends 1 with brass bearing mounts and of sufficient length to provide a complete shut-off of the duct. D. Provide each damper with an adjustment and locking quadrant device as ' manufactured by Young Regulator Co. , No. 403 operator for accessible locations, or No. 315 for non-accessible locations. Ventlock or approved. Provide operating rod and attaching devices as required for No. 315 operator. N E. Fire Dampers (FD) : Provide with sleeves in accordance with NFPA Pamphlet No. 90 and local Code, complete with damper blades, fusible links, linkage and stops. U.L. labeled dampers are to have near 00% free area. Advanced Air, Ruskin, Tuttle and Bailey, Action Air, Phillips or approved. LL 2.4 AIR SYSTEM SPECIALTIES A. Standard Turn Vanes: Non-adjustable 900 air turn, 26 gauge galvanized double wall steel blade, 24 gauge galvanized steel side rail . Vanes 21/2" on center. H-E-P High Efficiency Profile as ' manufactured by AeroDyne Co. 15000-21 B. Standard Flexible Connection: Waterproof, fire resistant canvas. Allow minimum 1" slack and 1/2" minimum between metal ports. Ventfab or approved. t2.5 GAS FURNACE UNITS A. General : Furnish and install natural gas-fired, horizontal furnace in the location shown on the Plans. Total heating capacity shall be as noted in Schedules. 1 B. Heating Section: AGA approved gas heater with aluminized heat exchanger, spark ignition, gas pressure regulator and all safety controls required by Code. 1 C. Fan Section: Shall have forward-curved fan. Fan motor shall have built-in overload protection. D. Casing: Shall be of welded angular frames supporting the major components as well as the panels. Casing shall be made of zinc-coated steel , finished with baked enamel . E. Filters: 1" thick throwaway filters with filter rack. F. Manufacturers: Lennox, Day and Night, Carrier, Trane or approved. 2.6 FURNACE UNIT (ALTERNATE #1) iA. Forced air natural gas-fired pulse combustion furnace piped and wired internally for single point field connection. Direct drive centrifugal blo.ver for upflow type discharge. AGA certified heater. Up to 96% efficient burner with gas valve, gas expansion tank, gas intake flopper valve, air intake flopper valve, finned cast iron combustion chamber and stainless steel tube coil . Provide fan and limit control , blower cooled delay and magnetic starters. Lennox or approved . Install furnace per manufacturer's installation instructions. B. Manufacturer: Lennox or approved. 2.7 CONDENSING UNIT (ALTERNATE #2) A. General design: r, .;kage unit consisting of compressor, condenser coil and fan, refrigerant receiver, sight glass, filter drier, ' charging valve, unit controls and holding charge of refrigerant. B. Compressor motor: Direct drive, constant speed 1750 RPM. Compressor enclosed in sound attenuating compartment on vibration isolators. Thermal overload protection in motor windings. C. Condenser: Copper tubes, aluminum finned coil . Propeller fans with fan guard. Weatherproof motor with thermal overload protection. D. Controls: Control box with all controls mounted on unit. Wired complete with magnetic contactor for both compressor and condenser, overload protection; high and low pressure cutouts, oil pressure switch and non-recycling pumpdown control relay. Low ambient ' operation down to 30° outside. E. Capacity: See Schedule for capacity. 15000-22 F. Manufacturer: Carrier, Lennox, Day and Night or approved. 2.8 COOLING COILS (ALTERNATE #2) A. Direct expansion evaporator coils to be of same manufactured grade and quality as condensing units. B. Manufacturer: Lennox, Carrier, Day & Night orapproved. 2.9 DUCT CONSTRUCTION A. Low Pressure Duct Work: Constructed from galvanized sheet metal to conform to Chapter 10, Uniform Mechanical Code, Volume II, latest edition, or 1983 ASHRAE Guide Table. B. Flexible Ducts: Galvanized spring steel wire helix covered with con- tinuous liner and attached to liner with spray coating, 1" thickness of fiberglass insulation, plastic vapor barrier jacket sealed at both ends. 0.25 K factor at 75°F mean temperature, rated for continuous ' service at 1.5" S.P. All joints made with 1/2" wide positive locking steel straps. U.L. approved per U.L. 181 . Maximum length of 5' . Genflex, Thermaflex, Cleavaflex or approved. C. Fiber Glass Duct Board: At Contractor's option, all concealed ductwork may be constructed of fiberglass ductboard. Fiberglass 1" ' thick Type 475 ductboard which meets the requirements of NFFA 90A and 90B; has a factory applied Underwrite-'s Laboratories UL 181, Class 1 Air Duct listing label ; has double density molded M/F slip joint edges, or plain edge when utilizing the Fiber Grip closure system; 1 has a FSK (foil , scrim, Kraft) facing; has a thermal conductance factor of C = 0.23 at 75°F mean; has a noise reduction coefficient (NRC) of 0.70 as per ASTM C423-60T using a #6 mounting; and has an ' air friction correction factor of 1. maximum at 2,000 FPM. Manville Co. or approved. Duct board approved on concealed ducts , return ductwork and transfer ducts, unless noted or specified otherwise. tDuctboard not approved for exposed ductwork. 2. 10 FLUE VENT PIPE A. Furnish and install Metalbestos double wall Type "B" or approved gas vent. Vent piping must be U.L. labeled and be rated for 1" clearance to combustibles. Roof cap to match flue type and be approved and sui �able for application. See Drawings for sizes. PART 3 EXECUTION e3. 1 FILTERS J A. Install complete sets of filters before operation of the units. Fans w shall not be operated without filters installed. Remove coils from units and clean if units are run without filters. ' B. Provide two sets of filter cartridges for each unit. Clean filters to be installed by Mechanical Contractor prior to system balancing. 15000-23 3.2 DUCTWORK A. Erect all ductwork in a first-class and workmanlike manner, true to dimensions indicated, strLight and smooth on inside with neatly finished joints lapped in the direction of air travel . Properly brace and reinforce all ducts with steel angles or other members. B. Elbows: Standard centerline radius shall equal 1-1/2 times the width of the duct. C. Square turns shall be provided with air foil type turn vanes. D. Duct sizes shown on the Drawings are the net inside dimensions. E. Access doors in ductwork shall be located as required for service of fire dampers, automatic dampers and other items requiring maintenance ' or inspection. Provide Ventlock No. 100 latch with No. 150 hinges and felt gaskets. Minimum size 12x12 or equivalent area. F. Duct Hangers and Supports: Hang ducts under 20" diameter or maximum side dimension with galvanized strips of No. 16 U.S.S. gauge steel 1" wide and all larger ducts with steel angles and adjustable hanger rods similar to piping hangers. Anchor all ducts securely to t building in such manner as to prevent transmission of vibration to structure. G. Seal all joints in ducts with 3M Co. or Manville Co. industrial grade pressure sensitive tape or 6" width of 6 ounce canvas pasted on with Arabol . Ray Chem Shrink tape approved. 3.3 FIBERGLASS DUCT CONSTRUCTION A. fill fabrication shall either be in accordance with the latest ' editions of the J-M Fabrication Manual and/or the SMACNA Fibrous Glass Manual , Duct Construction Standards, or shall be Fabricated by a J--M Factory Qualified Fabricator. 1. . Grooving: All grooves shall be modified shiplap and shall be machine fabricated, except field fabricated modifications, which may be done with hand tools. �'.. Stapling: All traverse and longitudinal seams shall be stapled with 1/2" minimum outward clinch steel staples approximately 2" on center. Staples on longitudinal seam may be omitted if i.ierm- N ' Lok-R closure material is used in conjunction with Glassmaster's Foldmaster machine, or approved. B. Closure System: All traverse and longitudinal seams shall be sealed El with either Therm-Lok-R closure material or a glass fab and mastic LL closure system, consisting of one layer of open mesh glass tape, J-M Type GT or equal , embedded in a coating of duct mastic, J-M Type M or equal , over the stapled flap on the duct joint. Where inaccessibility and safety in the field dictate otherwise, a SMACNA registered pressure sensitive tape as approved by the duct board manufacturer may be used. ' 15000-24 C. As a Contractor's option, Fiber Grip extruded aluminum channels sealed with Fasson 0805 SMACNA registered tape, or approved, as required by U.L. to meet leakage requirements, may be used as a 1 closure, reinforcing and hanging system. D. All fittings with butt joints or without staple flaps shall be closed ' with 8" strips of closure material 12" on center across the joint prior to sealing over the joint with identical closure material , except where Fiber Grip is used. E. Hanging: Ductwork shall be supported at all fittings and changes in direction. For straight runs support every 48" where duct span is 24" or more and every 96" where duct span is less than 24". Hanger t strips shall be 1" x 22 gauge sheet metal to 60" span and 1" x 18 gauge wire. Suspend in trapeTe fashion with 22 gauge 1" x 2" x 1" channels. Fiber Grip channels may utilize the pre-punched slots in the vertical portions of the FG-3 and FG-6 members with 12 gauge wire for hangers. F. Reinforcement: Reinforcement shall be installed on upstream side of fan d'Ischarge. Method of reinforcement shall be either the Tie-Rod Reinforcement System or Schedule for Reinforcement, Table 1, SMACNA Fibrous Glass Manual . END OF SECTION 1 Ct F-- N F- M1 _J Z] C.� W _J 1 ' 15000-25 i 15950 AUTOMATIC TEMPERATURE CONTROL PART 1 GENERAL 1 1.1 SCOPE A. Furnishing and installing of automatic temperature control system specified below and consisting of the following: 1. System components consisting of room thermostats, dampers and accessory equipment needed for time clock, bypass timer desacribed in this Section. 2. All system controls shall be a single manufacturer's products. 1.2 SHOP DRAWINGS AND SUBMITTALS A. Provide three copies of Shop Drawing submittal data for approval . I' B. Upon completion of the work of this Section and prior to final inspection, provide two copies of "as-built" ATC diagrams, schematics, catalog oucs, maintenance instructions and a written operating sequence for each furnace system to be included in I' Operation and Maintenance Manual specified in Section 15010. 1 .3 INSTRUCTION OF OWNER A. See Section 15010. PART 2 PRODUCTS 2.1 TIME CLOCK A. Four circuit 24-hour 7-day programmable electronic time clock. B. Manufacturer: Paragon or approved. 2.2 THERMOSTAT A. Low voltage electric thermostat with night setback. B. Manufacturer. Honeywell or approved. 2.3 THERMOSTAT (ALTERNATE #2) A. voltage heating/cooling deadband thermostat with night heating ick. B. Mar •!acturer: Hur,eywell or approved. 2.4 BY-PASS TIMER A. Minimum 4 hour by-pass timer to be located adjacent to each thermostat. r15000-26 PART 3 EXECUTION 3.1 FURNACE CONTROL A. Room thermostat to operate furnace (and cooling Alternate #2) to maintain setpoint. By-pass timer shall bypass time clock for each tfurnace individually. 3.2 EF-1 CONTROL A. To be connected to same time clock circuit and bypass time as F-3. 3.3 EF-F2 AND EF-3 CONTROL A. To be switched with lights. END OF SECTION 15000-27 t15990 SYSTEM BALANCING PART 1 GENERAL t1.1 GENERAL DOCUMENTS A. Adjustment and balancing of the air distribution system shall be included in the Mechanical Contract and performed by an independent test and balance agency. PART 2 PRODUCTS 2.1 REPORTS AND RECORDS A. Submit four copies of complete balancing report on forms which have been approved by the Architect. Provide with each report a complete set of marked balancing drawings showing air opening numbers that correspond to the numbering system in the balancing logs. PART 3 EXECUTION 3. 1 TESTING PROCEDURES - AIR SYSTEMS A. Identify and list size, type and mar, �iacturer of all air handling equipment and air distribution devices. Manufacturer's published ratings on all equipment shall be used to make required calculations. B. Test, adjust and record fan RPM to deliver within + 5% of air quantity specified. Make pitot traverse of each zone of supply ducts. C. Record nameplate data and actual running amperes for each fan motor. D. Test and record system static pressure, suction and discharge. E. Test and adjust system for design outside air and return air. OF. Test and record entering and leaving air drybulb temperature for heating and cooling. ' G. Test, adjust and record each diffuser, grille and register to within 5% of design requirements. Each supply zone, grille, diffuser and register shall be identified as marked on the balancing drawings. y- END OF SECTION 15000-28 t e 1 1 1 1 1 1 W 1 1 1 SECTION 16010 GENERAL PROVISIONS PART I GENERAL 1.1 DESCRIPTION A. Work Included: 1. Electrical systems required for this work includes all labor, materials, equipment, and services necessary to complete installa- tion of electrical work shown on Drawings, specified herein or required for a complete operable facility and not specifically described in other Sections of these Specifications. Among the items required are: a. Service- and distribution equipment shown on Drawings. b. Power feeders to branch panels, HVAC equipriient and specific equipment as indicated on Drawings. c. Branch circuit panels where shown on Drawings. d. Necessary branch circuit wiring from the branch circuit panels for lighting, receptacles, junction boxes, motors, signal systems and other indicated circuits wiring. e. Lighting fixtures, control switches, receptacles, relays, supports and other accessory items. f. Wiring and final power connections for motors installed for heating, cooling and ventilation. B. Identification: t 1 . Provide individual engraved, laminated, bakelite signs for feeder and distribution switches or breakers to clearly indicate load served and equipment voltage. 2. Install similar signs on each new panel . ' 3. Securely fasten signs. (No Dymo tape labels accepted. ) 4. Identify safety switches, relays, contactors, override switches, etc. , with engraved bakelite signs. ' 5. Identifying nameplate on surface equipment and device covers to be engraved, laminated plastic, black on white, with 3/16 inch letters. 6. Indicate fuse amperage ratings at each fused switch. C. Tests: 1 . Provide one (1) journeyman, tools, meters, instruments and other test equipment required by Architect. Remove and replace trims, Un covers, fixtures, etc. , for inspection and testing of materials, systems, method and workmanship. 2. Test conductor and equipment insulation for conformity with 1000 volt megger. Minimum insulation resistance acceptable is 1000 ohm Cz per applicable system volt. L', 3. See other Sections of this Division relating to tests. D. Electrical Reference Symbols, Drawings: 1 . Electrical Drawings are diagrammatic with symbols representing electrical equipment, outlets and wiring. 1 ' 16010-1 2. Drawings indicate general directions and routes of feeders and service conductor systems. Determine exact route and installa- tion of electrical wiring and equipment with conditions of construction and acceptance of Architect. 3. Data given herein and shown on Electrical Drawings is as exact as could be secured but its absolute accuracy is not guaranteed. Visit the site and inspect existing conditions for his own determination of work involved. 1.2 QUALITY ASSURANCE A. Substitutions: 1 . Submit in accordance with Instructions to Bidders. Attach items of like nature to one substitution Form. B. Wiring Methods: 1 . Wiring throughout in concealed metallic raceway system except where indicated otherwise. 7.. Execute work in professional manner presenting a neat appearance upon completion. 3. Consult Architect before notching or cutting construction. 4 . For cutting in finished surface, repair and recondition as acceptable to Architect. 5. Recondition or replace damage to work of other crafts. 6. Special features, finishes, requirements or deviations from standard products described or called for in these Contract Documents to be included and provided as part of Contract work. 1 7. Provide all backing and mounting hardware required to complete electrical systems in a safe, working condition as part of Contract work. 8. Wet, Damp and Hazardous Locations: Comply with requirements of the National Electrical Code, 1984 Edition, for wiring and equipment installation. t1 .3 SUBMITTALS A. Record Drawings: 1 . On completion of work, deliver to Architect one set of accurately marked Sepia Drawings. Show all change and variations from Design Hy Drawings and exact routes of all feeders, service conduits and 71 location of all conduits stubbed out for future continuation with definite dimensions and burial depths. N 2. Drawings and lettering, neat, clean and legible. ' 3. Order and pay for required sepias from original tracings provided �- by Architect at start of project. 4 . Maintain one "work" set on project site at all times. Work set =' subject to inspection by Architect. LLI B. Samples: t1 . Submit samples as requested by Architect. ' 16010-2 C. Shop Drawings and/or Brochures: I . Submit in accordance with Section 01340. Include physical and electrical characteristics; i .e. dimensions, materials, voltage, phase, etc. , of all nerd equipment except basic wiring materials. 1 .4 WARRANTY AND CLEAN UP A. Leave entire electrical system installed in clean, dust-free and proper working order. B. Lamp warranty is from date of Owner occupancy or acceptance: thirty (30) days for incandescent, six (6) months for fluorescent and HID lamps. C. Provide labor for lamp installation for thirty (30) days after final acceptance. D. Keep tools and materials in an orderly manner throughout construction ' peric),i. Upon completion of work, remove all supplies, materials, tools, etc. Remove from job site dirt and debris of whatever nature caused by execution of electrical work. aEND OF SECTION 1 1 1 ' 16010-3 1 SECTION 16109 EQUIPMENT CONNECTIONS PART 1 GENERAL- 1.1 OWNER'S EQUIPMENT 1 A. Connect Owner's equipment electrically complete where indicated. Ground all equipment to ground branch circuit equipment. 1 B. Power connections only in Division 16. Power connections are in Division 16000. PART 2 PRODUCTS (Not Used) tPART 3 EXECUTION 3. 1 ELECTRICAL CHARACTERISTICS: A. Verify electrical characteristics of equipment prior to installation of conduits and wiring for equipment. ' B. Unigss otherwise noted in Contract Documents, the following voltage and phase characteristics apply to motors furnished by others: 1/3 HP and under: 120 volts, single (1) phase 1/2 HP and over: 240 volts, single phase C. Motor starters and control devices provided to electrician for installation and connection as required. 3.2 MOTOR AND BRANCH CIRCUIT WIRING A. Make final power connections to equipment. B. Do not install electrical equipment or wiring on mechanical equipment without approval of Architect. C. Equipment wiring and switches in plenums to be moisture tight. D. Connect motor starter branch circuits complete from panel to motor as required by Code and manner herein described. E. Connect each motor with 180° loop of flexible conduit. 3.3 MOTOR STARTERS A. Motor starters for Owner's Equipment, other Equipment, Plumbing, Heating and Ventilation are provided by equipment installer for installation and electrical connections by this Division except where indicated otherwise. ' B. Install motor starters at equipment locations or grouped on fire resistant plywood panel in accessible location in Mechanical Room. 1 ' 16109-1 3.4 CONTROL A. Control wiring not indicated on Electrical Drawings or noted in ' Division 16000, are a part of another Division. END OF SECTION ' 16109-2 SECTION 16110 RACEWAYS PART 1 GENERAL 1.1 DESCRIPTION A. General : 1 . Conduits for use at locations shown as electrical raceways per conditions of National Electrical Code, 1984 Edition. 2. Conduits to be new and U.L. approved. PART 2 PRODUCTS 2.1 CONDUITS tA. Galvanized Rigid Steel Conduit (GRC) : 1. Hot dip galvanized after thread cutting. 2. Manufacture in conformance with Federal Specification WWC581 (latest revision) and ANSI Specification C80.1. 3. Uniform finish coat with chromate for added protection. b Rigid Aluminum Conduit: 1 . Alloy #6063, 'Lnreaded at each connection. C. Intermediate Metal Conduit (IMC) : ' 1 . Hot dip galvanized after thread cutting. 2. Manufacture in conformance with Federal Specification WWC581 (latest revision) . 3. Uniform finish coat with chromate for added protection. D. Electrical Metallic Tubing (E.M.T. ) : 1 . Hot dip galvanized and chromate coated. 2. Manufacture in conformance with Federal Specification WWC563 (latest revision) and ANSI Specification C80.3. E. Flexible Conduit: ' 1 . Reduced wall flexible steel conduit. 2. Hot dip galvanize steel strip prior to forming and ,joining. 3. Manufacture in conformance with Federal Specification WWC566. F F. Flexible Conduit, PVC Coated: 1 . Hot dip galvanize steel strip prior to forming and joining. 2. PVC chemical resistant jacket extruded to core, up to I" trade size. 3. PVC chemical resistant jacket, tubed over core, up to 4" trade size. 16110-1 G. PVC: I . Class 40 heavy wall rigid PVC. 2. Rated for use with 9 C conductors. 3. Manufacture in conformance with Federal SpP,'. ;ication WC1094A and NEMA TC-2. w2.2 CONDUIT FITTINGS 1 A. Bushings: 1. Insulated type for threaded Rigid and IMC conduit. T&B #1222 Series or O-Z Gedney "B Series". 2. Insulated Grounding Type for Threaded Rigid and IMC Conduit: 0-Z Gedney "BLG Series" . B. E.M.T. Connectors and Couplings: 1 . Steel gland, Tomic, Breagle or 0-Z Gedney 7000 ST Series, pre-in- sulated type connectors. C. Set screw type E.M.T. fittings are not acceptable. ' 2.3 FIRE RESISTANT FOAM SEALANT A. Foam sealant for use around conduit penetrations to prevent passage of smoke, fire, toxic gas or water. Maintain seal before, during and after fire. Chase Technology Corp. No. CTC PR-855. ' PART 3 EXECUTION 3. 1 CONDUITS GENERALLY A. Provide conduits shown on Drawings which terminate without box, pane; , cabinet or conduit fitting with not less than five (5) full threads. Bushings and metal washer type sealer between bushing and conduit end. B. Condulets not permitted in feeders. C. Maximum bends permitted in any conduit run between panels, pull boxes, etc. , 270° ; install Code type pull boxes to meet requirements. D. Do not install conduits or other electrical equipment in obvious pas- sages, doorways, scuttles or crawl spaces which would impede or block the area passage's intended usage. E. Provide c;ean tight (metal to metal ) joints in rigid metal conduits. Threadless joints or connections are not permitted for rigid conduit. J F. Use GRC or IMC where subject to mechanical injury. G. EMT conduit acceptable in dry locations for straight runs using factory ells for bends. H. PVC conduit with steel elbows permitted underground. 16110-2 3.2 CONDUIT ON SURFACE A. Install exposed runs at right angles or parallel to structural line of building, hold conduits to ceiling structure to allow maximum clearance under conduits, where possi�le. B. Offset conduits at panels, outlets, switches, junction boxes, etc. 3.3 SLEEVES AND CHASES C A. Provide necessary rigid conduit sleeves, openings and chases where conduits or cables are required to pass through floors, ceiling or walls. B. Prevent unnecessary cutting in connection with finished work. C. Make repairs in a manner satisfactory to Architect. D. Provide fire seals in fire rated wall , ceiling or floor penetrations. ENG OF SECTION 1 a ' Y J m 'W J ' 16110-3 SECTION 16120 WIRES AND CABLES PART I GENERAL ' 1.1 DESCRIPTION A. General : 1 . Protect all wire from damage during handling and storage. Wire sizes shown on Drawings ate based on copper ampacities. 2. Provide conductors with ampacities suitable for loads served. Comply with N.E.0 requirements for conductor insulation unless Specifications call for insulation of better ratings. PART 2 PRODUCTS ' 2.1 MIRES AND CABLES A. Copper, 600 volt rated throughout. B. Conductors No. 14 AWG to No. 10 AWG, solid or stranded. C. Conductors No. 8 AWG and larger, stranded. Color code conductors as follows: PHASE: A - Black B - Red C - Blue Neutral - White Ground - Green 1 D. Conductors No. 3 AWG and larger, minimum insulation rating of 75 degrees Celsius. 2.2 WIRE CONNECTION AND DEVICES A. Provide approved copper pads for multiple conductor terminals. iB. Stranded conductors use indent/compression type lug. C. Comply with manufacturer's recommendations for installation pro- cedures. D. Acceptable Manufacturers: 1 . T&B, Burndy, Ilsco, Anderson. J ' E. Make Splice, McLhanically and Electrically Secure: J 1 . Electrical spring connectors for wire #18 through #8 AWG, Ideal ' and Scotchlok. 16120-1 ' PART 3 EXECUTION 3.1 INSTALLATION A. Install no conductors smaller than No. 12 AWG unless otherwise shown. B. Ni1mber of conductors in a conduit run indicated on Drawings with diagonal hash -larks on conduit run. C. Install conductors in raceways having adequate, Code size cross- sectional area for wires indicated. D. Maintain color coding throughout. 1 E. Cable and tree all wires in panels and cabinets for power and control . Use plastic ties in panels and cabinets. iF. Install conductors with care to avoid damage to insulation. 1 G. Do not apply greater tension on conductors than recommended by manufacturer during installation. eH. Hold conductors away from sharp metal edges. I . Install fish paper insulation between conductors and metal enclosures except in conduit. J. Tie and bundle feeder conductors in wireways of switchboards and panels. K. Re-tighten lugs and connectors for conductors to equipment prior to final acceptance of work. END OF SECTION r e t 1 16120-2 SECTION 16130 OUTLE'r BOXES 1 PART 1 GENERAL 1.1 GENERAL 1 A. Size all equipment in accordance with requirements of the National Electrical Code. PART 2 PRODUCTS 2. 1 ELECTRICAL EQUIPMENT BOXES A. Outlets, junction boxes and pull boxes in dry, non-hazardous areas; galvanized steel with suitable knock-outs for conduits. Raco #681 and #686 Series with raised device covers. ' B. Outlets in damp or hazardous locations; cast metal , galvanized, with threaded hubs, approved for use in these areas. C. Outlet boxes, pull boxes and terminal boxes; new, U.L. approved, havinc ample cuLic volume to suit requirements at each outlet. D. Minimum Size Outlet Box, 4" square, 1-1/2" deep. PART 3 EXECUTION ' 3.1 INSTALLATION A. Exact locations, distances, levels, etc. , governed by building and materials installed by other crafts. Coordinate equipment and outlet locations with crafts and Drawings, on job. B. Refer to Mechanical and Architectural Drawings for equipment, piping, ducts, etc. , locations. C. Install work to avoid conflicts. D. All equipment subject to 10' -0" relocation by Architect prior to ' installation. E. Plus sign before a di,nension, adjacent to symbol , indicates lower edge ' of device plate equipment is installed above finished flour or grade. F. Locate center of outlet boxes, unless otherwise noted, the fallowing cn distance above floor: Control switches: 48" Receptacles: 12" Other outlets, devices or equipment; as directed by Architect. 1.: G. Consult Architect before installing work if no indication is given for ' height or location. Install to avoid conflict with other equipment. H. Install ceiling outlets and fixtures symmetrical with other ceiling materials. 1 ' 16130-1 ' I. Do not install switches behind doors or install surface ceiling fixtures or other electrical equipment in path of door swing (cabinet, etc. ) or in such a way as to reduce head room at low ceiling areas. rJ. Wet, Damp and Hazardous Locations: I. Comply with Code requirements and methods, and as indicated. END OF SECTION r co 1. LD r 1 r r r r r r r . r �L � r LL) r J r ' 16130-2 SECTION 16141 WIRING DEVICES PART 1 GENERAL A. Requirements of the National Electrical Code apply to all equipment and intended usage. ePART 2 PRODUCTS ' 2. 1 SWITCHES A. Lighting control switches, 20 amp. , 277 volt, Federal Specifications WS 896 d. , (typical Hubbell Series 1220) , or Architect approved. Color, ivory. 2.2 RECEPTACLES rA. Match color of switches, or as selected by Architect. ' B. Duplex 20 amp. , 125 volt grounded, Federal Specification WC 596 h. , or Architect approved. Color, ivory. 2.3 FLOOR OUTLETS A. Floor box covers, round brass finish; duplex receptacle, Hubbell No. 5-3925, signal , Hubbell No. S-2525. B. Floor boxes, cast in concrete for duplex receptacle, Hubbell No. B-2529. Floor boxes for telephone and signal , Hubbell No. B2527. C. Provide matching finishes on floor box trims, service fittings and accessories. D. Provide carpet flanges at carpet areas. Clear polycarbonate, Hubbell No. S-3079. ' E. Verify exact location of floor outlets. 2.4 DEVICE PLATES A. Provide suitable device plates at all switches and receptacles. Finish as selected by Architect. Beveled metal , high chromium/nickel , ' non-magnetic, type 302, stainless steel . 2.5 RELAYS AND CONTACTORS tA. Lighting Contactors: 1 . Electrically held and operated type in hinged door cabinet; " Square.-D, 8903. Provide noise isolation mounting. 2.6 PILOT LIGHTS A. Pilot lights Bryant #427 or equal with #3850 plastic jewel mounted on a matching plate with a 6 watt 125 volt lamp. ' B. Provide lamp life extender for pilot and indicating lamps, Leviton #654. ' 16141-1 . . 1 C. Switches with pilot lights, lighted handle, red, neon lamp. Hubbell No. 1200-PL Series. 1 2.7 TIME SWITCHES A. Time Switch Control : i1. 20 amp. , 2 pole with astronomic dial and 10 hour spring reserve power, in NEMA 1 enclosures with hinged doors. Paragon, Sangamo 1 or Tork time switch. P. Photo Electric Control : 1 1. Tork No. 2100 Series. 2.8 DIMMERS iA. Incandescent, 120V, common neutral , soft-st-rt, electronic circuit, adjustable high trim, integral single pole control switch. 1 1 . 600 watt maximum, Prescolite P6H. 1 2. 1000 watt maximum, Prescolite P10H. 3. 1500 watt maximum, Prescolite P15H. 1 B. Tamper-proof light level kit. 1 . 600-1000 watt, Prescolite TPK-1 . 2. 1500 watt, Prescolite TPK-2. END OF SECTION 1 i 1 1 1 16111-2 eSECTION 16170 CIRCUIT AND MOTOR DISCONNECTS PART 1 GENERAL Not Applicable PART 2 PRODUCTS 2.1 SAFETY SWITCHES A. Heavy duty, fused type, dual rated, quick-rake, quick-break with fuse rejection feature for use with Class "R" fuses ordy. tB. Enclosures NEMA 1 indoors and NEMA 3R raintight outdoors. C. Switches clearly marked for maximum voltage, current and horsepower. PART 3 EXECUTION 3.1 INSTALLATION A. Provide disconnect switch at each motor location within 5'-0" unless otherwise noted. B. Motors within sight of and not more than twenty (20) feet from motor branch circuit device do not require a disconnect switch at the motor. Provide locking device on circuit protective device. C. Recessed fractional horsepower exhaust fan units in wall or C_ ;I ing; no disconnect switch required at motor. D. Switches disconnect all phase legs. END OF SECTION ILI ' 16170-1 aSECTION 16190 SUPPORTING DEVICES PART 1 GENERAL ' 1.1 DESCRIPTION A. Safety factor of 4 required for every fastening device or support for electrical equipment installed. (Support to withstand four times weight of equipment it supports) . PART 2 PRODUCTS 2. 1 PRODUCTS A. Hangers: 1 . Kindorf B-905-2A channel , H-119-D washer, C-105 strap, 3/8" rod with ceiling flange. B. Pipe Straps: 1 . Two-hole galvanized or malleable iron. C. Fixture Chain: 1 . Campbell Chain Company #75031, 90-pound test with steel looks. PART 3 EXECUTION 3. 1 INSTALLATION A. Provide all electrical Equipment supports. t B. Verify mounting height of all fixtures or items prior to installation when heights are not indicated. e C. Install vertical support members for equipment and fixtures, straight and parallel to building walls. ' D. Provide independent supports to structural member For electrical fix- tures, materials, or equipment installed in or on ceiling, walls or in void spaces and/or over furred or suspended ceilings. ' E. Do not use other crafts' fastening devices for supporting means of electrical equipment materials or fixtures. ti 1 F. Do not use supports and/or fastening devices to support other than one particular item. G. Support conduits within 18 inches of cutlets, boxes, panels, cabinets and deflections. H. Maximum distance between supports not to exceed eight (8) foot spacing. FNn OF SECTION 16190-1 SECTION 16400 SECONDARY SERVICE AND UISTRIBUTION PART 1 GENERAL 1.1 SCOPE 1 A. Provide trenching and backfill for installation of primary cables. Primary cables provided andinstalled by serving electric utility. B. Pr:vide opening in existing subgrade utility vault wall , as directed by serving electric utility, for installation of primary cable. C. Construct concrete transformer pad to serving electric utility specifications at location shown on Drawinys. D. Provide trenching, complete raceway system and backfill for secondary ' service lateral between pad transformer and metering current trans- formers. E. Provide current transformer cabinet ampacity of distribution panel- board. Install current transformers provided by serving electric utility. 1 F. Establish a new secondary service ground. G. Provide new distribution panelboard and branch circuit panelboards as shown on Drawings. 1 .2 UTILITY COMPANY COORDINATION A. Coordinate all work with utility company as required for best interest of fob. Pay all cost for service not included by the utility company as part of their obligation to `he Owner. PART 2 U.,ODUCTS ' 2.1 CURREN+ TRANSFORMER CABINET A. Sealable steel cabinet (36"W x 48"H x 14"D) complete with current ' transformer mounting base. Secure cabinet to structure at location show- nn Drawings. Circle A.-W. 2.2 GROUND RODS A. Copper clad steel rods, 3/4 inch diameter, 10 feet long. Chamfered top, machined point. Weaver No. W34I0. - RIBUTION PANELBOARDS 2.3 DIS A. Circuit breaker type distribution panelboard. Square-D "I-Line" or equal by General Electric, ITE/Siemens-Allis or Cutler-Hammer. B. Label panel , suitable for use as service equipment. C. Main lugs, indent compression type. ' D. Copper or aluminum bus, ampere rating as indicated on Drawings. i16400-1 ' E. Integrated equipment rating, 25,000 RMS symmetrical amperes at 240V. Rating established in accordance with U.L. Standard UL67. 1 F. Enclose panelboard assembly in steel cabinet. Wiring gutters sized per UL Standard 67. Equip cabinet with latch and tumbler type lock on door of trim, key alike with branch circuit panelboards. G. Provide dead front assembly, with panelboard front removed. Barrier main lugs on five sides, front barrier hinged to fixed part of 1 interior. Provide barriers at end of bus structure opposite mains. H. Permanently identify each circuit breaker pole position with a perma- nently fixed number, either engraved in a bakelite panel front or 1 stamped in a steel panel front. I . Stick-on numbers of any type are not acceptable. Numbers physically attached to the circuit protective device are not acceptable. 2.4 BRANCH CIRCUIT PANELBOARDS A. Square-D "NQOB" or equal by General Electric, ITE/Siemens-Allis or Cutler-Hammer. B. Main lugs, indent compression type. C. Copper or aluminum bus, ampere rating as indicated on Drawings. ' E. Integrated equipment rating, 10,000 RMS symmetrical amperes at 240V. Rating established in accordance with U.L. Standard UL67. F. Minimum of 5" wide side gutters, 6" top and bottom gutters. ' G. Maximum panel depth for flush installation, 5-3/4" unless otherwise indicated. H. Fit panel with flush with latch and lock. I . Permanently identify each circuit breaker pole position with a perma- nently fixed number, either engraved in a bakelite panel front or ' stamped in a steel panel front. J. Stick-on numbers of any type are not acceptable. Numbers physically H ' attached to the circuit protective device are not acceptable. �. 2.5 OVERCURRENT PROTECTIVE DEVICES Un y A. Circuit breakers: 1 . One, two or three pole molded case circuit breakers rated 15 through 800 amperes, 240 VAC, as specified on Drawings. Square-D FA, KA, LA and MA or equal by General Electric, 1TE/Siemens-Allis or Cutler-Hammer. 2. Provide breakers, specified herein, for installation in panel - boards, individual enclosures, motor control centers, combination motor starters or plug-in busway units. 3. Provide molded case circuit breakers with overcenter toggle type ' mechanisms, quick-make, quick-break action. Circuit breaker trip indication is by handle position, trip free. ' 16400-2 4. Calibrate breakers for operation in 40*C ambient temperature. 5. Provide common trip for two and three pole breakers. Each circuit breaker provided with permanent trip unit containing individual thermal and magnetic trip elements in each pole. 6. Circuit breaker frame sizes greater than 100 amperes, provide variable magnetic trip elements set by a single adjustment. 1 Provide a push to trip button on cover for mechanically tripping the circuit breaker. 7. Provide circuit breakers with removable lugs, lugs UL listed for copper conductors only. B. Fuses: 1. Dual element, non-renewable type, with rejection feature. Bussmann or Gould-Shawmut. 2. Combination lighting and appliance branch circuits, Bussmann Type RK1 . 3. Motor loads, Bussmann "Fusetron", Type RKS. PART 3 EXECUTION 3. 1 GROUNDING A. Set tops of driven ground rods 24 inches below grade. B. Ground all etal raceway systems. C, Connect all metal raceways, which terminate within an enclosure but without mechanical connection to the enclosure, by grounding bushings ' and ground wire to the ground bus. D. Raceway provided for mechanical protection and containing only grounding conductor shall be bonded to that conductor 2t entrance and exit from the raceway. E. Bond grounding conductors to each pull box, junction box and enclosure with specified connectors and lugs. Install lugs only on thoroughly cleaned contact surfaces. ' F. Install continuous copper ground conductors in branch circuits with overcurrent protection set at 60A and greater, all motors and motor starters except fractional horsepower, motors and other circuits as indicated on the Drawings or otherwise required. G. Install grounding conductor (Code size minimum) in all nonmetallic raceway systems. H. Unless otherwise indicated, install Code size equipment grounding conductor from metal outlet box to (motor) equipment frame or manufac- turer's designated ground terminal . I , Install Code size equipment ground conductor from metal outlet box to ' receptacle ground terminal except: bond self grounding 125 VAC 20A receptacles with 14 AWG solid, ground isolated ground receptacles with associated isolated ground conductor. r16400-3 3.2 PANELBOARDS A. Permanently identify each circuit breaker pole position with a perma- nently fixed number, either engraved in a bakelite panel front or stamped in a steel panel front. B. Stick-on numbers of any type are not acceptable. Numbers physically attached to the circuit protective device are not acceptable. C. Provide typewritten circuit schedule on inside door in metal frame at each panel . D. Identification cards to be in panel doors, typewritten, filled out clearly to identify circuits. Provide 3/16" x 4" line per circuit. E. Do not install panels more than seven feet to top from floor. F. Provide ground bus with terminals suitable for ground conductor terminating as called out on Drawings. 3.3 OVERCURRENT PROTECTIVE DEVICES A. Provide 100% spare fuses. 1 B. Store spare fuses in metal , hinged door fuse cabinet at "MDP" location. ' END OF SECTION 1 ' 16400-4 iSECTION 16500 LIGHTING PART 1 GENERAL 1.1 GENERAL A. Provide all fixtures, complete with lamps. Fixtures design to govern type of lamp required. B. Supply all light outlets with a fixture. C. Install labeled and approved fixtures in damp or exterior loco,ions. Modify fixtures at factory to comply with damp and/or wet label requirements. D. At outlet symbols on plans without a fixture type shown, install a fixture same as those used in similar or like locations within or on building. E. Capital letter adjacent to outlet symbol indicates fixture type. PART 2 PRODUCTS 2. 1 LAMPS ^t. Fluorescent type lamps conforming to U.S.A.S. I . lamps specifications. B. Incandescent lamps 125 volt, except as noted otherwise; fluorescent type lamps, 40 watt, rapid start, verify color description with Architect. C. Replace defective incandescent lamps for 60 days after final ' acceptance. Replace fluorescent and HID lamps for nine (9) months after final acceptance. 2.2 LENSES A. Plastic lenses molded or extruded of 100% virgin acrylic as man- ufactured by Rohm and Haas Company of Philadelphia, Pennsylvania, Dupont, or American Cyanamid and meet the requirements of Grade 6 or 8 ASTM Specification D788, "Methyl Methacrylate Molding and Extrusion Compound" . 1 B. Lenses and/or diffusers made of approved plastic materials and meet fallout and retention requirements of Chapter 52 of Uniform Building N Code issued by the International Conference of Building Officials. C. New flat prismatic lenses and/or diffusers; maximum thickness 0.156 inch, penetration 0.08 inch, average thickness 0. 116 inch. CZ ' 2.3 LAMP SOCKETS, HOLDERS 41 J ' A. Incandescent lamp sockets, porcelain, ariLi-seizing lamp screw shell . B. Equip lampholders with silver plated spring brass or bronze lamp con- tacts, copper wire leads factory (socket manufacturer) soldered, ' welded or brazed to lamp socket contact or with recessed or binder type #6 terminal screw connections. ' 16500-1 C. Pressure lock sockets with stranded pre-tinned leads (.005 minimum solder deposit) are acceptable in lieu of terminal screw connections on sockets: 1 . G.E. - Pressure lock. 2. Bryant - Pressure lock #4400 and #4000 series. 2.4 BALLASTS A. Ballasts, CBM, Class "P" Advance Mark III, very quiet operation guaranteed not to overheat capacitor insulation oil beyond manu- facturer's warranty limits. H. I.D. ballasts to be encapsulated and potted or otherwise treated to reduce ballast noise below industry standard. B. Ballasts covered by a two-year warranty, based on manufacturer's code dates embossed on ballast cover with installation date. C. Warranty includes nominal payment toward normal cost of labor for replacement of ballast. D. Coordinate ballast primary voltage with branch circuit voltage. Refer to Drawings. E. Bolt ballasts to fixture housing with not less than two bolts, using ballast bolt holes on opposite ends of ballast. 2.5 FIXTURE TYPES A. Refer to Luminaire Schedule on Drawings. PART 3 EXECUTION 3. 1 INSTALLATION A. Provide the additional indicated features specified in the fixture description but not included by the manufacturer's catalog number. B. Coordinate combination emergency lighting and general lighting multiple socket single fixture with an outlet box in compliance with Code. ' C. Leave all fixtures and their diffusers in a clean and non-static condition. D. Tandem or continuous row installation length indicated on plans. Utilize two - lamp ballast where possible for tandem wired 1 and 3 lamp fixtures. E. Suspended fixtures hang parallel to floor, stems parallel with walls. F. Chain suspended fluorescent fixtures, use 90-pound test screw hooks, chain (Campbell Chain Company #75031) and channel clamp. G. Provide surface fixtures approved for mounting on low density type ceilings. Surface fixtures with two or more ballasts and mounted on low density type ceiling, provide radiators with 3/8 inch spacers on back plate. ' 16500-2 H. Install recessed fixtures using flexible metallic conduit with two (2) #14 AWG stranded conductors to branch circuit conductors in a nearby accessible junction box over ceiling. Junction boxes may supply several fixtures. Install fixtures for lift-out and removal from ceiling pattern for easy access to ;function box or other materials and components above fixture without disconnecting conductors or defacing ceiling materials. I. This Division is responsible for compliance with the following requirements at all recessed fixtures: Light leak-proof installatio-;;i. Verify framing and depth requirements with fixture supplier. Fixtures installed with 1/2" clearance from combustible materials. Provide socket extensions as required so that incandescent lamps are in exact locations for intended light distribution. Install plaster or tile type frames for all fixtures. J. Type of frame to be installed for each fixture depends on ceiling materials installed at particular fixture location. Verify with ceiling applicators and provide proper trim, frame and modify fixture to fit location and ceiling material . K. Recessed incandescent fixtures, prewired type with attached junction or splice box, Underwriters' approved for plan indicated quantity of circuit conductors. L. Provide flexible conduit and high temperature type wire for fixtures requiring junction boxes in joist or attic void spaces. M. Fire rated enclosures, required by Code Enforcing Authorities, provided and installed by the ceiling applicator as directed by Architect. N. Provide damp or wet location labels on lighting fixtures installed in such locations. END OF SECTION J 1 t16500-3