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15670 SW 98TH AVENUE-1 lmzm�Alzmlm 11" 15670 SW 98TH AVENUE R -7 C 4J 03 (Jt rn O tD to .-1 i i' City of Tigard 'INSPECTION REQUEST for INSPECTION TIME : d PERMIT NO.: DATE ISSUED:-_1 /11 OWNERS NAME : � ��'� �'�"'C 1 ° ADDRESS : Ir0NTRACTt7Rs!�..----- rEST* " ;r ❑, Water �Ll , Visual C] , Laboratory [] RESULT . Approved ❑ , Disapproved ❑ , Pending `] SKETCH: 2 I � i INSPECTOR DATE COTE : Attach supplemental test data hieiet:01 I i s DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW 3 Q�tRr1X �(TRJ�I C?�x 1QlQCx1I lEkWR R7C (THIS IS NOT A BUILDING PERM1Ti Building TICIRD ri CIi..OF GOD ___._._..__.. _ 15670 SW 98TH TIGARD .______..__._ No. 75"1692 "• f Building Address 24.00 County WASHINGTON _ Occupancy A".?!1COG4t.____ __—__ _ Sound Valuo 121 OOOe __-Plan Fee Architect � �. �N Lr'+—�S_�N�!_!_.._._� Now Bldg. [J AJdition ❑ Alteration [ Date Received 4/25/79 N .4. �- �.,. tl1 4/30/79 Owner t_...i..-_--...._=_:,-- .- ,r _, � .1�..�.J__.,:,'Addrsiss '.:J:,lii!Np� St30WP1 . ----- Date Reviewed Sforles _.____._.... Area _—__._ / ____._... Attic Fire Walls ________ Fire E,capes ____ __.- Exits Main Flr. Basement Ht p5101+s .._.._/_�Tat.Width RINKLER Vert. Shafts — rinkars /_ _ Man Ala-m S.P Closed ( sed No Yes ArenCovOr.sInt. Sire Ex r. Dat. Floor Cc g Roof _ Str. Member Class No. Type Area C vd. Wall cover __/__ Htr. rm. a Icl. __ ___._._._ iy1;^ flue ____._..___.. Type Htg System _ Fuel Ext. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No, checked on the enclosed list are applicable. These items and any specie ly noted provisions must be incorporated into the project to meet current fire protection regulations, Approval of submitted plans is not an approval of omissions or oversights by this office or of noncompliance with any applicable req dations of local government REMARKS: 1)_THISIS A FIRE AND LIFE-SAFETY PLAN REVIEW COVERING THE INSTALLATION OF AN�_ AUTOMATIC-_FIRE_ SUPPRESSION- SYSIEM IN THE ABOVE FACILITY. _ _ _ _ _ 2) A_FIRE_P_ PARTMRNT_CONNECTION IS REQUIRED_A,ND SttALL BE .APPROVED BY THE APPLICABLEW^� FIREDEPARTMENT. 3) THE_PLANS DO NOT-_SHOW THE-MEZZANINE_ NOR THE MECHANICAL ROOM PIPING Oil HEAD PLACEMENT. SPRINKLERS_ARE REQUIRED IN ANY ENCLOSED USABLE SPACE BELOW OR OVER A STA IRWAYe _ __4)._�HE_I�ISTAI+I�ATI.GIK._. S GTI ONSITE APPRQV _ _ AUTHORITIES PAVING JURISDICTION. Cr Examined PAGE 1 of 2 Copies to: ...APPLICANT#FILELDEPUW'ISFMjO_WNER,BLDG•DEP1..,FIR0��tsp*2658_5. PRS Y _ —' Y, la � a!r'm,.�itasi».mr ::d`.iti�arawMi-rnw.w:.arw•ww.rw�wr rrr�..........� DEPARTMENT Of COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW ar' 7RIIQIACTLfd r^'CAOX7Sil�CYJE�♦CEN(XTTi2(lZKaxllMANX (THIS 15 NCT A BUILDING PERMIT) �a � Bugding TI CARD CHURCH OF GOD — 156'70 SW 98_".��i, TILikRD _-_ - No, 781692 . h�( —M' Budd n9 A Jdress ^�. 1'tiI`; I2EVIEW_1J01;5 NOT COVRR.REQWTIUNS RJR_ N_S1JRHIVCE_.Cn—DIIS•_..._____._..__.._ _ __ ---_ --§1 U1E AVAILABLE WAUIi AFL A1l�kflE ' u Lr2 -. E_�QZ_L.Fxi2i _T�>SL�-- +.MTN7MtiM 11E ��F+11.-I1`�.- . NEPA 13• — _ -- - - �PLANB At2E AGCEPTAf3LE AS 5U13MITZ'EDSI�JE:C 1'0_ _REMA-.. "_ NQ 2_A89Y t1i�I2.7'dli_A�P. -- OP•_I7lE AUTHORITIES t{AVINC JU1tISDICTION _ _ _._PAGE 2 of 2 w � S o GJ P-R r-IIT NO. /73� n A D 0 9 E S5 / �7 P!'R,,1IT CHARGE none OW":�R CONNECTION FEE _ 23 &e), tp OAIO BY TYPE OF BUILOING 6M,4-om—. ___.. DATE CONNECTED _ � \ SERVICE RATE ZZ x7" C) tk, � 'Q ,� JINSPECTION FEE �• CONTRACTOR _ PAID BY _ DATE ._._ SIZE OF CCNrjECTION _ ASSESSMENT _ PAID I� Department of Commerce DUILDING CODES DIVISION :o, h^`•,uAUN 401 LABOR 8 INUUSTR;ES BUILDING, SALEM, OREGON 97310 PHONE 378-4133 American Sprinkler, Inc. November 24 , 1978 6552 SS Lake Rd. Mi_lwaukie, OR 97222 Re: Tigard Churn, or God, Ti(jard, Oregon Our Plans Review Number 78-1692 Dear Gentlemen: Ove received the plans for the referenced sprinkler system on November 14 , 1978. However, since we did not receive the value and fee .for the project, we have not: been able to do a Fire and Life Safety Review. If you wXl l complete the enclosed form and return it to our office with the appropriate f.�!e according to the fee schedule, we will bo able to process your plans. Please note that the fee for Fire and Life Safety review is 40% of the cost of the bui.i.aing permit. Your check should be made payable to the T)epartment of Commerce. Your plans will continue to be held until. the forgoing information is received. If you have any questions , do not hesitate to contact this office. Sincerely i liam F. Anderson ASSISTANT SUPERVISOR WFA:dj enc: declaration of value, fee schedule cc: Building Department Deputy Fire Marshal AN EOUAL OPPORTUNITY FMPI OYF►i RECEIVED NOV a 1978 CITY of TIGARD 15670 SW 06th Avenue Tigard, Uregon 97223 October 26, 1975 CITY of TIGARD City Hall. Tigard,, Oregon 97223 Ret TIGARD CHURCH OF GOD Gentlemen: Recognizing that the temporary permit for use of two mobile classrooms on the site of the Tigard Church of God has expired, these units have be}en disconnected from all services and are no lorger being used. They have been adver.tiged for sale anO. are being shown to prospective buyers. We are making every effort to expedite their sale and removal from the site. We appreciate the aesiTcanee and understanding of the City Council, the Planning Commission, -.ia the very able City staff in responding to our need to meet the challenge of a rApidly growing congregation. eines ely, Delmer 1_.. Kuns, Chairman Building Committee 00 BUILDN11TG PERMIT APPL.ICAT!ON OFY TIGARD DATE 19 THF UNDERSIGNED HEREBY APPLIES FOR AFERMIT FOH THE WORK HEREIN INDICATED BUILDER PHONr OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNERPHONF `..)prinklur LOT NO. 0WNEF§;r,j,,.L'_r_aii f'Irm JOB ADDRESS 1,j 70 I HOME ADDRF-SS ARCHITECT BUILDLR A-DENGINEER DRESS OESIGNER STRUCTURE ONEW 0 RFMODE.L CIADD-TION OREPAIR OFIENIFWAL CIFIRE DAMAGE CIDEMOLITION ORESIDENCE OCOMM (JEDUCA11ONAL 0GOV­ ORFLIGIOUSOPATiO OrARPO--f OGARAGE OSTORAGE OSLAB []FENCE CIBOND OMOVING OCCISIDITIONAL ULi [:]DESIGN REVIFW EICOUNCIL APPROVED OSIGNS OCCUPANCY--LAND USE ZONE--BLDG,TYPE---FIRE ZONE- Pi ,%NCHECK BY-.--.--- HEAT_�� ItIgtal ] Chal2tifir '36 QCS;-LQAD BEUNDMI VALUii I BUILDING DEPARTMENT SET BACKS FRONT REAR , FrTSIDE RIGHT SIDE Permit 6.00 THIS PERMIT IS ISSUED SUBJECT TO TIIF REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND It IS HEREEI f AGREED THAT THE WORK WILL OF DONE IN ACCORDANCE WITH THE PLAN'S ANO SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total ALL APPLICABLE CODES AND ORDINANrEq THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tav, V.24 LICENSE. SEPARATE PERMITS RFC!IJIRED FOR SkNFR, PLUMBING AND HEATING. Total .-.24 By PI Rprpipf No APPLICANI OR Art Nt Approved In I den 3A.DING PERMIT APPL',, 1ITY,,ATION OF %RDDATE N - ­j IiF"((NED HEREBY AP?LIES FOR A PERMIT FOR THE WORK HEREIN INDICt TF-D BUILDER PHON:-:A-"-..? SHC�'."4 aND APPRS JE IN THE ACCOMPANYING PLANS AND SPECIF ICA S. OWNER PHONE---- LOT NO--- 4 S4W HOME ADDRESS Ess CB ADDRESS ARCHITECT ENGINEER UNF —1 PhEMODel. ADDRESi DF_1,tGNER []NEW C ADUI T ION [3 OREPAIR ❑RENEWAL DFIRE DAMAGE OCIEMOLITION 011If.� tljc[ IICI�MM DE DUCAT IONA L (IGOV-1 ORF I IGIOLIS[:]PATIO 0 CAR PORT 0GARAGE CISTORAGEOSLAB CIFIENCE 71RON0 0 MOVING OCCINDITIONAL USE 13DFSIGN REVIEW DCOUNCIL APPROVED OSIGNS -LAND USI Z_CNF _BLDG 'I VPF ____ _l' ZONE-- PLAN CHECK BY— HEAT_ 1 ev A #6 I OAD F.LV_Q9 ---HEIGHT VAL PIJADING UEPAHIMENT .04 SFIEBACKS 1HO14T REAR LEFT SIDE RIGHT SIDE THIS PFRMI1 15 ISSUED %LJUJFCI TO THE REGULATIONS CONTAINEn IN THE BUILDING CODE, ZONING Plan Chuck AFGULATIOKS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HERFOY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH "ut) loial ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITE' BUSINESS TLICENSE. SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING AND HEATING. c jTotal ly 8 y W_pi;_11CAN1 UA AGF N7 p,oved Receipt No oys_5 '_ SOUTEOR LAKE ROAD rte) ,I W MILWAUKI , OREGON 97222 Sprinkler Contractor-s PHONE 653-0056 TRANSMITTAL T O_T�Ss�_a.�_r<1 �r � �o•� D AT E__ZZ? -L = -._-- JOB #-�` 7- a G°�l1 PROJECT — LOCATION GENTLEMEN: WE ARE TRANSMITTING HEREWITH THE FOLLOWING: THESE ITEMS ARE: FOR YOUR INFORMATION L—,—.J- 3ft-APPROVAL OR CORRECTION APPROVED AS NOTED DISAPPROVED -- TO BE RESUBMITTED OH YOUR SIGNATURE - PLEASE RETURN COPY REMARKS: Sincerely, AMFRICAN SPRINKLERQ INC. CC: --- 3y '? T_-------- Construction Inspection & Related Tests Carlson Testing,Inc. P.O. Box 23814 Tigard, Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone 1803► 841.4114 Date Molded: B`" ► 19 Job. No. P--'j31 Client: Project: 2'.igma,d Chu: C11 Cat' (hoc; .1rlji tion, Address: Sn �•, 9ati1 %".irdl:l:r. Contractar: ._—WH 4: A GOnot' G<t` � Sub-Contractor: Concrete Supplier: JIGHS_,F,i.md $'�±'y'";' �; Cast by 1' oudl , Weather. Temp. high: Ilk Temp. low: Location of Concrete Placement: Fntt'Adati.(m n4li sr:ata�hFxere'C ?gulf s: hrinah it'eftsirim•11-ars ..^j40...,4_ ball" Strength Requirement: -- PSI (a — days Slump: c±r Cement Type: _ No. of sacks: Entrained Air Admix, Amount: Brand: Admix, Amount: _Brand: Coarse agg. size: 3i/ TYPe: _ _ _ liTA� .__—Fine Agg. Sise: Spenme.i Specimen Test A y Ree,ster Date Data _ Total Area Unit Load Report No. Type Days Number Ree'd. Tested Load PSI Na. 1A 6 x, i� 26131 �_,9 ., 51 }aq(7 28. 1 1800 •} —. B 8 288894 4XIO hBa27 C 2.139 - f..,•1 9_28 95:000 28 a 27 13360 D E C'M: '�.al1Aa't ldpl.l iii kemarks: ____ �_ _ WdMWJ_ C)nstract.:on Inspection & Rchitc,l Tests Carlson Testing,Inc. P.O. Box 23814 Tigerd, Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (503) 641-4114 Date Molded: 8_31 —, 19 To Job. No. Client: 9 & A (Imastrow-Hain Ca. Project: ollb"Zonk Of Clad AAa i,t-igv. Address: W- 98th VAIMIJ& Contractor: 00- ---Sub-Contractor: Concrete Supplier: RON- 1814" #471527 Cast by: Weather: Temp. high: ----Temp. low: Location of Concrete Placement: ___VouUd&ti*N USI i L% Strength Requirement: :1 PSI @ ---%13—_ days Slump: Cement Type: No. of socks:— 5 Entraineo Air Admix, Amount: Brand Admix, Amount: --Brand: Coarse agg. size:__ -----Type:. .Fine Agg. Slize: sp*cirriom Specimen Toot p Register Date D::: Total mot Load Repo,f No. Type Days Number Recd. Toa Load Am. TU PSI No. 3 A 6 x 12 l 2887 9-11 7 51,000 28-27 '800 a 1 9". C -11 9-20 12 D E F Remarks: DDI GiVr of Tigax-d Construction Inspection&Related 'Tests Carlson Testing,Inc. F.O. Box 23814 Tigard, Oregon A7223 DEPORT OF CONUETE TEST SPECIMENS Fhone 15031 641-4114 Date Molded: 129 192 gg Job. No, _ :"P— 7, Client: Project: ___�'►' � r� ct�,1_ i�c_ii n,? GD4 Aci,rV_r.4mi. --- ----- Address: 15-670 Apse 111 9►3Gh - -- Contractor: Y,* 4, A , Aja_Sub-Contractor: Concrete Supplier: __ NO-441-A 78-13,a-33-4,11. _ Cast by: I Weather: C:utirW Temp. high: Temp. low: Location of Concrete Placement: Falwdsldnn =11 -----.-- Strength Requirement: _ _ •'i0L_—. PSI 0 __ 28 days Slump: Cement Type: ---_.___ .— — No. of sacks: ;j Entrained Air Admix, Amount: —__ Brand: Admix, Amount: . Brand: _�.. Coarse agg. size: .--_Fine Agg. Size: ,c ------ Specimen Specimen Test P Register Dote Data Total Area Unit Load Report No. Type Days Number Rec'd. Tested Load PSI No. C 28 0,0312 ;,fir.,} 9-26 a. init SLS D E T-71 F Remarks: -- Construction hispection & Related Tests Carlson Testing,Inc. P.O. Box 231314 Tigard, Oregon 97223 REPOR' OF !:ONCRETE -ES" SPECIMENS Ohone (503) 541-4114 Date Molded: �. `1�"�% 19 73 Job. No. Client: i'� ' �°+�1E30+�,�'ZJ!t'trr", k11 Cirl s, "i Bard r Project: (Yurt.'h 4."e` God 414L'ditio2'b ---- Address: x.567.3 3% W. 3811) Contractor: A wma*v7"tioU.05x :wb-Contractor: . Concrete Supplier: 1i00.Ci 71J,yL1"+_t'A Cast by: 4f..,:. 11T(Ir 's Weather: 'agility" Temp. h gh: Temp. low: Location of Concrete Placement: f"ICfZ.1[ldb►"dorl Strength Requirement: _____1Z PSI 0 -__ days Slump: Cement Type: 4. _ No. of socks: Entrained Air Admix, Amount: Brand: Admix, Amount: Brand: Coarse agg. size:--_____ �;'r'�� _.Type:__ _ ___ .Fine Agg. Size: 0_4a" Specimen Specimen Test p Register Date Data Tore. Area Unit Load Rep• ' No. Type Days Number Rec'd. Tested Load PSI No. .01 e D E F Remarks: __ -TrI2111-7 Zia `PJA Q1EQJ;0 24419 - -- Construction Inspection&Related Tests Carlson Fasting,Inc. P.Q. Box 23814 Tigerd, Oregon 97223 REPORT OF CONCRETE TEST SPECIMENS Phone (W3) 6414114 Date Molded: 19 :7•E Job. No. _p- a Client: __$ A Project:_ Tigard Vhrirnh of Clod A4dj$4O1i -- Address: Contractor: 11 •b A Cina-%, Ca, Sub-Contractor: Concrete Supplier: — Rose aisIdl361---�'�=jo�9 Cost by: mum— a Weather: 9ys Temp. high: - Temp. low: Location of Concrete Placement: __ Strength Requirement: y" ;2'xyj PSI @ _ 6 days Slump: Cement Type: _ a No. of socks: __ Entrained Air Admix, Amount: Brand: _ Admix, Amount: __Bruno: Coarse ogg. si to:----- ----_Type: �, .�__._�__ - Fine Agg. Size: Specimen Specimen Test P Register Dara Dor• Toto' Area Unit Locd Report A No. Type Days Number Recd. Tested Load PSI No. 1 A 6 x 14 2698 L 6 ,22 Al t Orth 28.2-1 - B .8 26,19n. -1 135.000 X000 CAbo D E F Remarks: clotirge��----- �. �'Att>"LZ Itself Construction Inspection& Relax(] Tests Carlson Vesting,Inc. P.O. Box 23814 REPORT OF CONCRETE TEST SPECIMENS Tigerd, Oregon 97223 Phone (603) 641-4114 Date Molded: Iq A Job. No. -533 Client: Project: Address: --- ''"`- Contractor. _ f _- -^-- Sub-Ccntractor. --- Concrete Supplier: ` 3644-_--_---___--Cast by: — Weather: �--` —"- Temp• high: -- 4b Temp. Location of Concrete Placement: .-jib"+Q0A_0 f Strength Requirement ;^�j� T _- — - days-- Y Slump: Cement Type: �`__-_---- -- --- -- - No. of socks:- ._ Entrained Air Admix, Amount: -- - _ Brand: -____ AJmix, Amount: Coarse ogg, size: 3>`4 Type: _--�- -__ -------Fine Agq. Size: —_.,...,"�—i------- Specimen Specimen Y Teet Register Date _ Date Total �- Ne, Type Dove Number Reed. Tested Arse Unit Load Report _ Load PSI No. ---� A 6 s 12 B28 26�. C-- D -- Remarks: _ --- - ___Oat CiPlr of `P 'gnX.d - —_ w jt BUILDING PERMIT' APPLICATION Coy TIGARD DATE 19 THE UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE Oh AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNEOPHONE —_ LOT NO. OWNER ec flt,tx`1 ft 01 L,:1168 ADDRESSL . b iP �'� �' HOME ADDRESS _ ARCHITECT ENGINEER BUILDER_ ADDRESS DESIGNER_ _ STRUCTURE ❑NEW 0RIMODE L UADDITION C3 REPAIR ❑RENEWAL ❑FIRE DAMAGE ❑DEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB [,FENCE ❑BOND ❑MOVING ❑CONDITIONAL- USE ❑DESIGN RF.VIFW ❑COUNCIL_APPROVED ❑SIGNS OCCUPANCY ('I �' ' "LAND USE ZONE r_7 BLDG.TYPE 'w FIRE ZONE__PLAN CHECK BY_—�� HEAT,,,. inist ruct per `;heel; A-a. Grsdiol ip 5torm Drain and nif uorK OCC,l QAD F_LQQR_LOAD BUILDING DEPARTMENT — SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE PermitTHIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND iT IS HEREDY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total ALL APPLICABLE CODES AND ORDINANCES, THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE - RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax .f,t►C} LICENSE. SFPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HFATING. Total 9",.b By Ni - ---- ---- nnnl it nn n�.t r(, Anrimuoff Pef.Pl of No 5 DATE INSP. TYPE INSPECTI`O,N� REMARKS PLUMBING DATE Contractor — GPermit No. Y —._ ^^_ Rough-in _ — Fixture Froud — —���—�-- ---- HEATING Contractor Permit No. —�-- _---- --- ���--- Ge,or Oil --- .�.® Hough-in Final SEWER — ---- — —_--_._-_ Final DRIVEWAY -- -- Final Storm Drainage (Rain Drain)Final Sidewalk Curb&Street Final 7 Curb -1---- Approach BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OL%: UPANCY Landscaping Zoning Final N? 2135 BUILDING PERMIT APPLICATION cOF ��AR� DATE THE UNDERSIGNED HEREb,' APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE — OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE -- LCT NO. OWNER-�. !) J ! hurCfi LJ )JOBADDRES� � — HOME ADDRESS ARCHITECT ENGINEER HUILDER ADDRESS_ DESIGNER S;IHUCTURE ❑NF.W _❑RfM_nDEL _ [3 ADDITION — C1 REPAIR ❑RENEWAL _❑FIRRE DAMAGE []DEMOLITION❑GOV'T URELIGIOUS❑P�IIJ ❑CARPORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE C1 RESIDENCE ❑COMM ❑EDUCATIONAL ❑BOND [:]MOVING [:]CONDITIONAL USE ❑DESIGN REVIEW nCOUNCIL APPROVED ❑SIGNS OCCUPANCY'i-'t-A.AND USE ZONE BLDG TYPE FIRE ZONE PLAN CHECK BY .cal gen HEAT-_sa6 onstruat addition to sxistin%o building all per planta '' npecce. —':het*t b-1 - A-1 thru A-6j, 5-j. - 5-4 M-1 t-� and [-?. 'To must all cud* require- ments for Fire,Life,5afety. To be campleteiy fire sp.rinklered and maintairteld. - -kjumi t dogaiii sprinkler plans. Sewer Permit i l7390 - 03A*00 _ vAu " ,309 Q_Qr,..LOAQ _.. _ F_L4Q�SAP _ ---1jEl�zfiT _ I�Q IS�B1F�—_ _AF3��_—��ISL�. �8.4QM� ------- BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit �Qi7'.J. �� — --- = --- ----- ----- — —. THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. ZONING Plan Check 202.75 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND 'T IS HEREBY AGRI-ED THAT THE WORK WILT. JF DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub total 60©i2" ALI_ APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE -- RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tav 16,22 LI(ENSE, SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total $624.47 AUC — 132 0*iJ0 By P1 __ APPI..ICANi_OR A(J ri-i '- - Ann.nvorl f' w I A.r.P+ Rorvint Nn i ' DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Q Rough-in Fixture Final HEATING Co,tractor A.-- �— ,-- — -- Permit No. Gas or Oil Rough-in ---- --- --�_.___. ----�-- Final _ ---_---- —�_.—.__ —----- — SEWER �-- --- Final DRIVEWAY W Fina. Storrs Drainage lRain Drain)Final — — —_ ._T---- Sidewalk Curb&Street Final Approach BLDG. DEPT.FINAL TEMPORARY CERTIFICATE OCCUPAI Y Final CERTIFICATE OCCUPANCY 5- 7`77 7-77 /- Landscaping Zoning Final R � • 12 101O I IL �LSOLOII)c -co �.IA�� e FLEMOr!• -.�1� ClJfYIP�-ET,014 OF f- f- ; y �ct�T �- NEW ADOITON_ --w I`�l '`'H M 1" ATOrA&f I tN � 1Mrz �rs7 1 STC H y1 ALL C.FJ t- A,,c THIs I} Marc_H FnJFNCEHT WFly (NoT sUP1=F-)cEs 121�� Duc'� o„FI , __ INDIGhTeD p.o. T,r- oN ,HF-ET A2 NA M^TGH E-' �I.ASS IS L) rELLOL-)SNIP/. � y E Ex� T. 3 1 BELL-T E_'-rAI L 7/N-41 TOP) 14 rp i C-E. �5?.?O AS INUC - - - TO 9 � G�A ms R ct'N1'Z-, OFFIGs�I-�1 i OPFI�r�1�� C,J`�It75� - -Too PZ G. ......,.. .-=T-- STt�1 R r— J V -- UNICK lel — — _ — -- -- —-- tt TU TI-Il` F�CZE �Hb��I NITIo F:X, I CSN PL P, -ii �HEF-7 A2 CF,TEG 1� O0 F- SHE pWe DETyll s Fr-AME. rao Z`f E WIPTH H-T, THIGK. . 7G. 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FOCI"-T WC'. �TOPf, �R�PIFjGE E` IVT, GIA" 1C — ►�,' " WIRED GLAD; �ECUFaFD W/ METr', L 8T0r5 INSr-P-T ca M rH CI DES :5F vl,-,7--z Cf ALL F_V E'_'S� R L F'LP-�– E :c�NGLE;-._� C`t= TAIL Q.:f P,F L1TF_-� (�XIST.7 R.M- (HE� D���F'�M � PG- J BUILDING PERMIT APPLICATION �oF TIC A R.D DATc �— --, ,s_1>� N9� +•IE LINDE RSIGNED HEREBY APPLIES EOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE__ OR AS SADWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPFCIF(CATIONS. OWNER PHONE LOT NO. _ R.. JOB ADDRE:SS11HOME ADDRESS _ ENGINEER jr�C ADDRESSES _ _ DIGNER �Y.a. ARC-�-1 JCTURE ❑'SEW __ REMODEL -ADDITION (3 REPAIR ❑RENEWAL ❑FIRE DAMAGE- ❑DEMOLITION I-L-)F NCE ❑COMM ❑EDUCATIONAL ❑GOV'T 19RF.LIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE[3SLAB ❑FENCE ]RCND� ❑MOVING _ -❑CONDITIONAt USE ❑DLSIGN REVIEW ❑COUNCIL APPROVED ❑SIGNS Ct't ANCY � ,� L AND USE ZQNE .. _ BLDG.TYPE_ _-FIRE LONE•_„? PIAN CHECK _` HEAT- - Jll t-. t:Q9Q,- FLQS2R LQJ�D _-.- -N�G�L----- .NS2_SLQRIFS _ AFLE.A___ NQLB.i< ROOMSVAL P—W, - BUILDING DEPARTMENT SET BACKS FRONT - REAR LETT SIDE— RIGHT SIDE �c-Imlt D U THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN IHE BUILDING CODE, ZONING Man Check REGULATIONS AND ALI. APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE - -----` WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH �UhtUtdl ALL APPLICABLE CODES AND ORDINANCES, THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE -- - RESTRICTIVF COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS `,tete Te LICENSE SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. --- Total by - —- - - _ ---- AL1p/UV� ..CP.ip1 No ,�R�'jl����..�.'_ '� -- PERMIT APPLICATION CIT TIC BUILDING E 4F UNDE RSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE_ _ P AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIF ICATIONS. OWNER PHONE ''ll c/, , Q�i,`� LOT NO BvDDRESS/Tj� )-S / a - HOME ADDR HI _ ARCHITECT ENGINEER {, AODRESS DESIGNER _ GRE [:),YEW _O REMODEL_ADDITIONr❑-REPAIR ❑RENEWAL ❑FIRE DAMAGE []DEMOLITION ❑ IJ pINCF ❑COMM EDUCATIONAL _❑GUY"T ELIf,IOUSP<TIO ❑CARPORT OGARAGE ❑STORAGECSLAS [:]FENCE �� IND ❑MOVING ❑CONDITIONAL USE ODES GN REVIEW ❑COUNCIL APPROVED ❑SIGNS nNCY _,_ tAND SE ZONE— BLDG.TYPE'S - FIRE ZONE PLAN CHECK BY _ HEAT_ c H H N�9�D�OMS VALUE..!7 BUILDING DEPARTME.NTT SET_BACKS FRONT REAR LEFT SIDE RIGHT SIDE THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Ian Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH t uh Intal Q �) ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT VVAIVE '. -- - ---- �— RESTRICTIVE COVENANTS, CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS ' iate Tax LICENSE SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING ANIT HEATING. T oral 4 � AitPl(CANT OR AGENT �I,Ivnved Receipt No k �� 2�-� �Z•�..G+.-c- Com-. ,— � - 7 v g�� TIGARD DESIGN REVIEW June 28, 1978 Tigard City Hall 12420 S.W. Main St. - Tigard, Oregon Site Design Review 34-77 Church of God Applicant : Eldon C. Wilson Request: 'For Site plan and architectural review of. a 12,000 sq. fc-ot addition. Location: 15670 S .W. 98th Avenue Previous Action: CIT 14-77 - on July 19, 1977 the Tigard Planning Commission approved expansion of the Ccnditional Use subject to the following conditions: 1. Five feet dedication along S.w. 98th Avenue. 2. A half street improvement to collector street standards be made on the S.W. 98th Avenue frontage. No building permits will be issued until construction drawings have been approved by the Public Works Department. Site Plan and Architectural Review: The 12, 000 sq. foot addition consists o� additional worship space, classrooms, and offices. The addition will be architecturally compatible with the existing structure. A site plan and landscape plan have been submitted which makes allowance for future phases. The landscape plan is suitable for the residential environment. No irrigation plan has been submitted. An automatic or manual irrigation system with a minimum 90% coverage should be provided for all landscape areas not affected by future phases. Staff Recommendation: Staff recommends approval subject to the following conditions : 1. Manual or automatic irrigation system be provided with a minimum 90% coverage for all landscape beds not affected by future phases (subject to staff approval) . t, ' � • The conditions attachc�cl 1,y the Planninq Commission be fulfil prior to Issuance of d bUil.ding permih . a. rive fee t dedication along S.h7. 99th Avenue. ••'� �; b. A half street improvement to collector street standards be made on the S.W. 98th Avenue frontage. Vo building permits will be issued until construction drawings have / been approved by the Public Works Department. Richard Bo en Planning Director FISHER, WALLIN & LONG Architects-Planners UF +�G�RD 5331 SW Macadam, #220 June 22, 1978 Portland, Oregon 97201 ADDENDUM N0. 1 TIGARD CHURCH of GOD 15670 S.W. 98th, Tigard, Oregon BID DATE: Tuesday, June 27, 1978 TIME: 3:00 P.M. PLACE: The office of Tigard Church of God 15670 S.W. 98th, Tigard, Oregon NOTICE TO ALL BIDDERS: The iollowing changes, additions, and deletions to the Contract Documents hereby become a part of the Contract Documents. Notify all subcontractors affected by this Addendum. SPECIFICATIONS 1 .1 Division 2-25. Omit SOIL POISONING. Omit TERMITE PROTECTION. 1 .2 Division 6-10. Omit Gypsum Sheathing. 1 . 3 Division 10-30. Modern Firescreen Company, Portland, Oregon, is now called Portland Willamette Firescreen. 1 .4 Division 10-_60. Change Divisiflex 301 to "Divisiflex 321". �.���.. Change Moderncote 33 to "Standard Jute" pattern vinyl fabric. Change rubber friction base to "carpet gripper base" . 1 .5 Division 8-20. Add, " Interior Doors: Good Grade, solid core, Type II glue. Face: Birch "Good" select white, U.S. Plywood,Paine, Roddis, B-J. " DRAWINGS 1 .6 Sheet A-1 ,- Site Plan. Reference Note: New gravelled parking at the south parking area. Spray with weed killer. See specification 2-61 . Provide 4" of 1-1/2" minus gravel . 1 . 7 Sheet-A-1 , Site Plan. Reference Detail 1/A1 . The ora,.ing should show 4" —� of 1-1/2" minus crushed rock and, in addition, to show 2" of 3/4" minus crushed rock to correspond with the specification 2-61 . 1 .8 Sheet A-a , Elevations. Reference west elevation, Detail 4/A4. For uniform bidding of the brick assume the following: a) Assume brick can be matched. b) Assume it to be equal unit cost to Autumn Blend, Columbia. June 22, 1978 Addendum #1 Tigard Church of God Page 2 — I APPROVALS Division 8-52, ALUMINUM WINDOWS. Viking, Series 1600. Division 8-70, FINISH HARDWARE. Butts: McKinney Division 16, ELECTRICAL. SEe Sheet E-1 , Fixture Schedule). Type "B". Lithonia LB440A Metalux CC-440A/IDL Type "C". Lithonia 8TLB240A Metalux 8TCC-?-40A Type "C1". Lithonia LB240A Metalux CC-240A Type "D" Metalux SS-116 Type "E" Lithonia ES1G Type "J ' Metalux 8TSN-140-HRS HarolLong, A. I .A. /� DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW PAGE 1 Of 2 ROOM 376,STATE OFFICE.BUILUING,PORTLAND 97201 (THIS IS NOT A BUILDING PERMIT) 1_4 Building TIGARD CHURCH OF GOD 15670 SW 98TH TIGARD.. No. 78.933 _ WASHINGTON Building A-2.1 Add, 275,000• 219.13(? County ... Occupancy Const. Sound Value Plan Fee Architect HAROLD GLENN LONG New Bldg. ❑ Addition [' Alteration ❑ Date Received 621`78 Owner 1IG=ARD CHURCH OF GOD Address —15670 SW 981H TIGARD-- Date Reviewed — 7-18-78 Stories 1 Area 11 1 769/ NONE . Attic VARIES/ NIS Fire Wolls 1-2HPfire Escapes NONE Exits 4 151_ft. Main Fir. Basement Ht. Stops Tot.Width Stairs --L—/ NO Vert. Shafts NIS /�. — Sprinklers X /__,/ NONE Man, Alarm NO— S.P. NO / - / NO Closed Cloyed No Yes Area Covered Int. Size xt. Ext. __ / Ht. Det. _NONE—/, / NONE Floor WOOD_ Ceiling GYP Roof BI+T- Sir. Member WOFOD Class No. Ty g�,pecl* Wall cover isiOOUGYP Htr, rm. encl. XIS'11N(s Type flue MASONRY Type i!iy. System FORCED AIR Fuel ELEC Ear. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. 1_s 2 o 518,10,11,14,15,16,17 .22, 3.24 25m26.2 2.29,35,3 6 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversiqhts by this office or of noncompliance with any applicable regulations of local government. REMARKS; SAFETY PLANREVIE_W_rDWRUNSTHE-LONS_TLtILCT1QLC A YROP08E�ADJ?ITION__Or�PPROX�)�TELY 7]00 SQUARE FEET ZQ- AT;';�C�STING D-UL ING OF APPROXI- MATEEYA4700 SQUARE_FE>-T,__IH.I.S-_f2 VI_EW S BSFJ? ON THE FIAND LIFE SAFETY PORTIONS OF _MME 1976 EDITION_OEME SJA_=_OP 013E0f.__SPEG7AItTY_ E_8 .-A)_EASE.D ON..111Z_N_1, U QF_SQUAIV,--MT--PEI".CLIMNT AS INDICATED IN U.B..TABLE 33-A, FOR, THE_ RiZPNO,. _ ' OAO . --"-AND CLASS _NO,_ 21s THE T-TA:L OCC iUPANT WAD OF THE OPEN AREAS EXCEEDS 00 0 CUPA S NOTE: C SECTION 7019 DIVISION 2.1. Examined by Copies to: _ AYPLICANT,FILE,DEPUTY,SFM90WNER�BLDG•DEPT•9FIRE- DEPT•pELEC• SP126585•814 PAGE 2 of 2 DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW ROOM 376, STATE OFFICE BUILDING,PORTLAND 97201 (THIS IS NOT A BUILUING PERMIT '1+ C OF GOD 15670 SW 98Th TIGARD 78-933 N\ ) Building TIGARD CttUR H — -�� _ _ _ No. — 'Awls' BBuiilldiinqAddress _..JJ.� ALL MAL-0091=13—ON.�11J�_-1!L_+ tJ.ii.�G � W--1L_U.._ r'—•__OF Ar#_110)Mk ONE-HOUR riRE- -RESISTIVE CON5TIZUCTION.__.REFER U-.E.C, 'TABLE 5-C AND U•B._C• C) TiiE IN EXIT-_P0O S_NDJAGENT O �-QUDY 0• 3 ARE r0 BE_U,U,NGEp W_.5W LG N__TTE E D RECTSQ�L 4� X � YEUe� ER IA3C _T70N 3303_!____. - --- - --- _Ja T1jF 1 XJSII�dG_WIND_OWS l�1 T11E.,WAST WALL OF F 1LQW$U PJCLASSROOMS X10!__13 ARE_TO BE OF APP OM_ RE_ A S IN FIXED STEEL FRAMES AND COMPLY WI'1'N__V9 ARE1►__QVIREMEN"-3OF .1loBoGo -'s-sc ,O.N_3304-11s _E' RE 0 CE CENTER/STQRAGE_ROOtt N0�16 IS TO BE SEPARATED_ FROM CORRIDOR_ 22-23 WITH _�PPi;OVED ONE-HOUR IZRE-RESISTIVE_ CORRIDOR WALLCONSTRUCTION AND THE REQUIRED INTERIOR _ _CORRIDOR OPENING PROTECTION* - REFERENCE CHECK LIST 5_AND U•B.C• SECTION .3.30441__ -F] WALL OPENI_.NGS BETWEEN TiIL -_KITCIiE $w2 _OCCUPANCY) AND_THE ASSEMBLY ROOMS SA�2.I.00CUPAN- t U ARE�'0--_llE..pROTECTED WITH LABELED FIRE DOOR ASSEMBLIES• REFER U•BpC• TABLE.5_-B AND _UgRq_C• SECTION,- 503 AND 4306. GZREIACMD -DOOR NP _11 A_ND__ TILE EXISTING. INTERIOR C,ORRIDOR_DOORS ARE TO PROVIDE INTERIOR _CORRIDOR OPENING PROTECTION A3 INDICATED IN CHECKLIST_ ITEM 5• REFER U•B•C• SECTION104-B104-H AND U�(H#Cs SECTION 3304• - H _CLASS AND GLAZING ARE TO BE IN COMPLIANCE WIT11 U•lleC• C11APTER 54 AND THE U•S• _OO�VSUffER PRODUCT SAFETY PtAfI CO55I0N STANDARD I'LRTIkININ�� TO SAFETY_GIAZING• PLANS ARE ACCEPTABLE AS SUBMITTED IE SUBJECT TO TITEMS NOTED ABOVE AND THE APPROVAL OF-ME_AUT11O RI TIES HAVING JURISDICTION...­—­—­- �� WaMWINANNINA STATE OF OREGON. Adopted 1-1-78 DEPARThLF:'lT OF COMMERCE Fire 6 Life Safety PLANS REVIEW SECTION Plan Review Number 78- ?,9r,3 CHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQUIREMENTS AP-EARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCOPPORATE•D INTO THIS PROJECT. Approval of submitted plans does not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. /1. Structure required to be Type throughout due to area, __height, occupancy, Fire Zone. ✓2. One-hour fare resistance ratinq required for all interior construction. 3. All living units required to be completely separated by one-hour fire resistive construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction- Sec. 3304(g) Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of one-hour, two-hour fire resistance. Access ways to such shafts require self- closinc and latching Class B fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1706 r- B. Attic areas require draft barriers as per sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet .here sprinkler protection provided) Sec. 3205 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) X10. Building projections such as balconies, eaves, overhangs, etc., require fire protectit.a as per 1976 State Structural Specialty Code, Section 1710. Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires firestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) 12. Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. Handrails are required on all stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 &/14. Open stair railings and guardraila shall have intermediate rails or closures with no openings large enough to pass a 9" sphere. Sec. 1716 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3303 16. Exit doors from l.)baies, corridors and assembly areae require panic hardware. "'17. Hardware for all r.cors required for egress is required to be of simple type having no pro- visions for locking against egress, with obvious method of operation. Flush bolts other than listed automatic are not acceptable. Sec. 3303 (See exception) 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transporter] in wheelchairs, stretchers or. beds. Sec. 3318 19. Sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not less than 5.7 square feet. The minimum net clear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more then 44" (inches) above the floor. (Over) 6---20. Surface flame spread rates ofwalls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material required to he secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F for one-half hour. Sec. 4202 22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 ,,-123. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see ^ontinental spacing, Sec. 3313 - 3314 „i-24. Standard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(j) 26. Heating, cooking, air conditioning and similar service equipment are required to be approved and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized safe practices. The installation of ventilation systems is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Ccrri.dors are not acceptable for use as supply or rett,rn air plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. ✓28. A.S.M.E. approved pressure relief valves are required fcr all water heaters, installed either in separate water tank port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve, ✓ 29. A firefighting water supply is required within 500 feat of buildinc that is capable of producing 500 gpm (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter Located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where otandpipes are served by sprinkler piping, see 1973 NFPA Pamphlet #13, 3-7.7. Sec. 3804 31. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all alayiliary areas, including dreFaing rooms, storerooms and workshops. (Sec. 3802) 33. stage roof ventilators displacing at least 5% of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-06) 34. An approved fire alarm system conforming to 1972 NFPA Pamphlet N72-A with signals audible throughout building and manual Alarm sending stations adjacent to exits from each floor or area are required. 35. 22" % 30" access to attic spaces is required per Section 3205. 36. All exit doors and Access ways thereto are required to be identified by approved electrically ✓ illuminated signs nerved by two circuits with one separate from all other circuits. (ec. 3312 37. An emergency power system is required for the gymnasium, auditorium, building to maintain exit illuminztion for not less than one-half hour in evei:t of public utility failure. Sec. 3312 38. Fluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., aprroved for such mounting, or installed to provide at least one and one-half inch air space between the fixture housing and combustible material. 39. Conforms-ace with all requirements for the removal of architectural barriers to the handi- capped is required in compliance with Chapter 31. NOTE^: 1. Local regulations of insurance standards for most favorable insurance credit may, and often do, exceed theme minimum State requirem..�nts. 2. This review does not cover o.S.E.A. (O.S.H.A.) regulations. 3. This review does not cover Medicare-Medicaid requlAt ons. 4. Oregon State Health Department. } I 1'AUr, L OI I DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW ROOM 376, STATE OFFICE BUILDING, PORTLAND 97201 \ trhlS IS N,lt 1 tt"t!p,.NG PEgMIT) Building T19iRD CHURC-- H OF GOD 15670 SW C8TH TI GA RD _ No 78-933_ _-- ----. _^ Building Address _ja ALL NESOONSTRUCTION AND E�STING BUILDING ARE TO BE QF E1THQfD�E-HOUR._FIRE- _.$E51,,STTVE CONSTRUCTION. REFER t1.B.Ca TABLE S-C AND U.B.C. E�TION 104-B. r "_U_ZIr�I�DOM&i•ADJACENT TO LOBBY No, AjiEE T4_�E.1iI1L4 SWIM,', 11iE�1 S�TI4IL OF EXI I VEL. REFER. -*,C. SST nN a3.Q3 e ---- D) THE EXISTL.NG WI POWS IN SNE WEST W LL _OF_FEI�.AWSHIP/CLAS_S=MS NO, 13 ARE TO BE OF _ _AP _&Q_UDN�ME_QASS N FI3{ED STEEL FRAIMES_.AND COMPLY WITH ME AMA 'I OF U919Cg E) RESOURCE CENI_ER15ORAGE ROAM NOe 16 IS TO BE SEPARATED FROM CORRIDOR 22-23 WITH APPROVED ONE-HOUR FIRE-RESISTIVE CORRIDOR WALL CONSTRUCTION AND THE REQUIRED INTERIOR CORRIDOR OPENING PROTECTION. REFERENCE CHECK LIST ITEM 5 AND U.BeC. SECTION 3304. -WALL OPENINGS BETWEEN THE KITCHEN (B-2 OCCUPANCY) AND ASSEMBLY ROOMS (_A-2.1 OCCUPAN- C ARE TO BE PROTECTED WITH LABELED FIRE DOOR ASSEMBLIES _REFER UeBnCo TABLE 5-B.AND _ U,B.C. SECTION 503 AND 4306. _ --- G) REIACATED DOOR NO. 13 AND THE EXISTING INTERIOR CORRIDOR DOORS ARE TO PROVIDE INTERIOR_ CORRIDOR OPENING PROTECTION AS INDICATED IN CHECKLIST ITEM 5e REFER U.B.C. SECTION 104-B AND U,B.C� SECTION 3304. - ----- 11 GLASS AND GLAZING ARE TO BE IN COMPLIANCE WITH U.B.C. M.PTER 54 AND THE U.S. `— CONSUMER PRODUCT SAFETY COMMISSION STANDARD PERTAINING TO SAFFTY GLAZING. PLANS ARE ACCEPTABLE AS SUBMITTED SUBJECT TO THE ITEMS NOTED ABOVE AND THE APPROVAL OF UE AUTHORITIES HAVING JURISDICTION. — ; — DE►AhMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW PAGE I of 2 ROOM 776,STATE OFFICE BUILDING, PORTLAND 97201 (TNI!It NOT A BUILDING►!KNIT) Building _ TIGARD CHURCH OF GOD 15670 SW 98TH TIGARD 78-933 Building Addrelt County WASHINGTON Occupancy A-2e1 Conti, y•N Sound Value 275s0000 Olen Fee 2I9o80 Architect HAROLD GLENN LONG New Bldg. ❑ Addition [5 Alteration ❑ Date Received __ 6-2178 Owner _11WARD CHURCH OF GOD Address 15670 SW 98TH TIGARD _ Date Reviewed 7-18-78 Stories 1 Are.111769 / NONE Attic VARIES NIS Fire Wells 1-_20f ire Escapes NONE Exits — 4 151 ft. Mein Flt, Basement Ht. Stops Tor.Width Stairs _ I -_/—NO— Vert. Shafts NIS Sprinklers __2LJ- NONE Man, Alarm NO S,p, NO /___. _NO Closed Closed No yes Area Covered Inn. Site t Ext. NIS / - Ht. Det. NONE �_�_NONE _ Floor WOOD B Ceiling GYP Roo( L - m TStr. Meber WO�SD Class WOOD e. GYP Ty`'XISt11MYd MASONRY FORCED AIR ELEC W.II cover —J Hit. rm. .asci. Type flue - type Htg. System ._—.� Fuel ___ _ Ext. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. 1,2,5.8,10,11,14115,16,17,20,22e 23,24,25�26,28,29,35,36 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project tc meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversights by this office or OF noncompliance with any applicable requlations of local government. REMARKS: .-THIS IS A. FIRE AND_JIFF_-5AnTY_PTAN__RFV1E"YEFIN Bl.LOTION QFes_—, -IRMBED-.ADDITION OF APP$QXIMATELY_7 Q_ r IJARE FEET S4__L�1�__EXISTIPLQ�UILDILI�9N�PRB9X _MATM&:14700_WUhRE FEET. THIS_FzYIEL_1S BASED ON THE IRE_MD JI.nSAFETY-PGR IONS .OF _THE-1926. EDITION OF-MI"TATE--QF OREOON_SPEL"TY.-QQI U L--__.___ -Al._.BA,SED__ON_ E_,NM,FA_OF_5Q_UARE._ff&ZPER_9.0SUI'ANT..A,S_1NDISATE.D__IN_1LPaS.—TARI.F: �Q$ ._THREE OPEN_A21A$j__FELLOW.6UIR,!Q1LASSROOMSe N0 13. t5Jti5HIP_,�0. '18� AND_CLASS, _We 210 .TME TOTAL OOCUPANT IAAD_VL_THE QFEN AREAS EXCEEDS 300 OCCRARTSA NO TEt . UDC SECTION 701, DIVISION 2.1. Examined by t �_ Copies to: _A'PLL(:ANT/FILESDEPUTYjSFM,OWNERBBLDG.DEPT./FIRE DEPT.IELEC. PIS 2 sv•26SBS B t a STATE OF OREGON Adopted 1-1-78 DEPARTMENT OF COMMERCE Fire G Life Safety Plan Review Number78-933 PLANS REVIEW SECTION C}IECK-MARKE() REGULATIONS, IN ADDITION TO ANy REQUIREMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INO_RPORATED INTO THIS PROJECT. Approval of submitted plans does not constitute approval of aciy omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. ✓-1. Structure required to be Type throughout due to __area, height, occupancy, Fire Zone. 4--2. one-hour fire resistance rat.'ng required for all interior construction. 3. All living units required to be completely separated by one-hour fire resistive construction. 4. Exit corridors require sep ration from any other area by one-hour fire resistive construction. Sec. 3304(g) __-5. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6. Storage rooms, closets, laboratories, shops and areas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of one-` ur, two-hour fire resistance. Access ways to such shafts require self- closing and latching Class B fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1706 ✓13. Attic areas require draft barriers as per Sec. 3205, not exceeding etch 3,000 square feet. (9,000 square feet where sprinkler protection provided) Sec. 3205 9. Voids created by ceiling-floor systems require draft barriers not exceeding each 1,000 square ' feet. Sec. 2517(f) �G ✓10. Building projections such as balconies, Elves, overhangs, etc., require fire protection as per ` ) 1976 State Structural Specialty Code, Section 1710. O ✓11. Fire stops, blocking or framinq me.mbera pierced for utility runs require packing to equal fire resistance prior to such piercing. wood frame construction requires firestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) 12. Corridors requr.re at least 6 feet in clear width. Drinking fountains or other equipment may not operate Jr. a manner which would obstruct the minimum 6 foot width. Sec. 3317 11. Handrails a•.e required on all stairways. Stairways over 44" wide need handrails on both sides. Sec. 3305 x/74. Open stair -filings and guardrails shall have intermediate rails or closures with no openings large enough to pass a 9" sphere. Sec. 1716 ✓15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3303 Exit doors from lobbies, curridore and assembly areas require panic hardware. 17. Hardware for all doors required for egress is required to be of simple type having no pro- visions for locking &gains' egress, with obvious method of operation. Flush bolts other than listed automatic are not acceptable. Sec. 3303 (See exception) 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must to transported in wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at least one window readily npenmble from inside without special tools and providing a clear opening of not less than 5.7 square feet. The minimum net clear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have A finished mill height not more than 44" (inches) above the fluor. (crier) -1-� Z M 0. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F for one-half hour. Sec. 4202 .---'22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 ,.,,,'23. with standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 ✓24. Standard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(j) 4,,,'26. Heating, cooking, air conditioning and simila.- service equipment are required to be approved and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled is compliance with agency's specifications and recognized safe practices. "'he installation of ventilation systems is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment. to be located outside of building or in one-hour separated room equipped with automatic sprinklers. A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate water tank port or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. i� 29. A firefighting water supply is required within 500 feet of building that is capable of producing 500 qpm (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped as per Fac. 3bu4 are required. Couplings and connections required to be American National Standard Thread, where standpipes are served by sprinkler piping, see 1973 NEPA Pamphlet 013, 3-7.7, Sec. 3804 31. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all auxiliary areas, including dressing rooms, storerooms and w.rkshops. (sec. 3802) 33. stage r of ventilators displacing at least 5% of stage floor area, openable by hand from stage loor and by fusible link or other hest activated device, are required. (Sec. 3901-06) 34. An approved fire alarm system conforming to 1972 NEPA Pamphlet 072-A with aignals audible throughout building and manual alarm sending stations adjacent to exits from each floor or area are required. "_x"'35. 22" X 30" access to attic spaces is required per Section 3205. 36. All exit doors and access ways thereto are required tn be identified by approved electrically ✓ illuminated signs served by two circuits with one reparaf from a). other circuits. ';P-. 3312 37. An emergency power system is required for the __gyrmiasium, _auditorium, building to maintain exit illumination for not less than one-half hour in event of public utility failure. Sec. 3312 38. Fluorescent light fixtures installed on combustible surfaces are required to be U.1.. , Inc., approved for such mounting, or installed to provide at least one and one-half inch air space between the fixture housing and combustible material. 39. Conformance with all requirements for the removal of architectural barriers to the handi- capped is required in compliance with Chapter 31. I NOTEF.: 1. Local regulations or insurance standards for mM,st favoral,le insurance credit may, and often do, exceed these minimum State requirements. 2. This review does not cover O.S.E.A. (O.S.H.A.) regulations. 3. This review does not cover Medicare-Medicaid regulations. 4. Oregon State Health Department. .. ,u.a,m c rorw+ygr,..Y+�++rt:,µn...ri,yy�,.. ,:..q..r'kFA9:MrfMq'+'.�wwr,.W►�.u.,r+er+r�w».w.w.�. .r.u�..r...., ,..........�,,.++••...n.r.+.►.N�... ro.n"'1�RAA'.?�^»r"Wi`.1'�eryr�iw+'w.n+,+!!,..Nr's�`ww...`w BUILDING PERMIT APPLICATION 1Q Y TIGARD DATE_ "����"" 4 46 77a..1n9 1H UNDERSIGNED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOW': AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNERPHONE__ Lor NO. OWNER _ .1.' i. lOdADDRESS '':i(]/U 5W 98th '"0' HOMEAUDRESS _ ARCHITECT ENGINEER BI:ILD1 ADDRESS _ DESIGNER STRUCTURE. ❑NEW ❑REMODEL ❑ADDITION ❑REPAIR _ ❑RENEWAL. [:]FIRE DAMAGE ❑LIEMOLITION ❑ RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'TRELIGIOUS❑PATIO ❑CAR PORT ❑GARAGE ❑STORAGE❑SLAB ❑FENCE ❑BUND ❑MOV ING ❑CONDITIGNAL.USE ❑DESIGN REVIEW BCOUNCIL APPROVED []SIGNS OCCUPANCY---LAND USE ZONE_ BLDG.TYPE SIRE ZONE_ PLAN CHECK BY-- HEAT _lila units fur use as tomporamry clean units-. -- Au reeds _to palm . ual. and Cgi11nga uitti Cirp rtiat.erda.i6tPaint:. Install langkgi :< and stairs with hand rails at tench rl'lor. at oji all ,ler t1.8.,U.r:ode requirements, OCC..4QAlZ_ __E1 4S?B_1,99f? _—HEIGHT I_Q,,,.$_'ORIES __APES—_--NO,BE12RQOM—S__VALUE 1 9 BUILDING DEPARTMENT SET BACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit 1.1.00 _ — `- THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUII.DING C7DE, ZONING Plan Check REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, ANn IT IS HEREBY AGREED THAT THE WORK WILL BE DONL IN ACCORDANCE. WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH Sub-total ALL APPLICABLE CODES AND ORDINANCES THE ISSUANCE. OF THIS "ERMIT DOES NOT WAIVE RESTRICT'JE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax •30 LICENSE EPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. Total By __- APP ANT Or: AGENT ApprovedReceipt No 1<• ...,,,..».......y.,.,....__..�....,..:.».,..i..,....a...�...o....:...:.un.,w.........,:.��c..»...-..n...a.aorre... .,. ... +.w._...o,...:.w«.....�.,�»...y.»:c�..,�...,.,..r,...w..w».�.....:......w,.ww».+r.�,.�.�.......a.a..,..W.......,...:, ti DATE) INSP. TYPE INSPECTION REMARKS PLUMBING DATE Contractor Permit No. Rough in Fixture Final _ HEATING _ Contractor -_- Permit No. Gas or Oil _ Rou h in -- ——-- - Final --- -- — - SEWER Final DRIVEWAY Final Storm Damage (Rain Drain) Final Sidewalk Curb&Street Final - — _ A poach — BLDG DEPT FINAL TEMPORARY CERTIFICATE OCCUPANCY Final CERTIFICATE OCCUPANC'. ( Landscaping \ Zoning Final EWA MR w I i w caW ; - J �� NxUo� M p WF. z i W '^ OW -'zh O UW NU n � � N uj ' = o z °8pz 1 W ❑ CI ' F Ul wQ = omy ?ohcc a �r,z ILI Ogw Fr Qap M WWWWx ° I I NI >h Q WhNNaQ Q1 LLI p (� w w JQ 3 7 u LL °' 1 w (-1 ppcaihhOp ° R7 p LLI 0.. `' U. dc z L 1 4Q w !� t W aNwwpC7 �', i LLI N ¢ -1 Y O� Z W v°'i U U Z � O U ui N2 Q � Z I c� p V y Z ct 7Q J J 2° p In �3 LL �l w a r` v, ~ � �= � w 2 U ¢ a w g e a r �. a uj o d VI w o Y C \ U w I 4 a uul Z Q Y z y C) > o wprQxa Q ` ¢ W C7 F: 2 I Z O L, O v 1 W F- 2 W Q p Wt� Qucr 4 '�n u. a 3 Q ¢ a ¢ a hm � Oc_ duj u. Q o f a [] C, o l141 wLXz0x n C7 C1 -, - OQUN Q oz °_ Ln :) uNN LL } ¢ U (7 I N 1Qw � 2 lu N III W J ( p .1ZQz W h. a 7 x ° ¢ a ^J F vpiC, WZL, G1 C7 U f W Y t� y20w > �* CW. O d w Cr p j h \_ w OI NdpmvIM C ) Q U Q Q C1 "1 f = uI r7mvwa D• Q [_� ° Z N � J J >y O O w ° a r Z LL a- [ ) was4 �y a W f 7 p m IL J 4 r m NyUjOJiwv CCL a ui vwll n p � 0 u r �� r Lu c v., rz , o171) n 7l 7 -1 ul 0 Cx: o ¢ U.! u, z �� > > ? ,� o a CL Z a 4 w o g Q \-4LL Q v' y � I Cl [ I �G I u a7 O �. ul :1a z V' u u Q °uj cu2 U1 C Q v o ?! I t 3 cr� ° �' W10 o In f c I ' Gird � City of Ti g INSPECTION REQUEST for "3."ECTION TIME '____ PERMIT NO.: ..�._� DATE' ---- .1...L DATE ISSUE'D'..-L--L-- I ^ "'ERS NAME ' ^"TRA '^" ' � u I I I I INSPECTOR DATL L. Attach supplemental test data hereto I r, M11W xw JLWKM I've 2 rI 2 �� U r� I