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9640 SW GREENBURG ROAD-1 aX /L/ I I lexlp SPLC1i?1CAT1L)NS ; 1 ut 1r, f' d , � �c ��IF��S M µi FUR-1 : Modal L�!itNU% C�1b-F2•.`3_12() { ___A _-_.._..- GC X51 12:�,o�oo BTU to - __ __. ru output 81ertric *4park i�;riiti.cn °gu .v(/ph�( N ar vent ;N I ¢ . { i o I �� . � I ; 2 : N!od®l LYNN 1 _._ 1JU JOC C';. G16-RQ4-100 '� 77#000 ,.TU output Electric e E>3rk ignition _._. Sheet O:etlil duct work a; per d5KRAS Guide Insulut i on: f ..�_.- • _.___ i I•___ ._ ,... f Faer? fiurr 91,:sH i4milation x I Grills : R e t e H a rt nC4oley 411 ?1Dor `Air Gnit11 LoA 5��iy�4 ------_•.�_--.� �� u 3 C41 ..1MA+'�xrY�.l�irY�t__'++•w..w_.�r,.. � .. • .' r� �M ' � ,C��'�,, 1 � . 44 k • 1 --- t� � ,QTc, .� ��E �.) Q I ► ��v Icr K1 rGµ N -- ' z C� � I ew 7- I - 1 _ �al rr.� J _N/' V \ r Goo I Al ± .war..�.�r... f - 6 1A1 i , ` 3'd _ 1 �. 1 C I "_ --77 _ FUR I i I N Ll — _ - -- I IL ___..._. A 'PROVED FO COi�,IS T RUCTION { pp CITY OF TIOARD !!I PERMIT NO�?�-3/ SITE ADDRESS O,..w 6--r 1 ' 9 R,A W N (�,"I i B __ TITLE DATE/, L9 • �Il1at1 �� l�' �Q,�J 15 _c__E -0 T I L) fa 9640 SW Greenbury Road Gethsemane Evan. Luth. Church /o f .3 .... .._....-,.....,._ ...ur:s+.use.�H'I.N1AFii�:f:.LCrt.r�MR•11,�# 114!+!? 'lwlf":-,t...pr.bP.M,IM'N.M'NU'r'lvpy/bA/MIMt!M•"•RNw�4'N�n1M•.rlM4rMR...y'yrwtvw00 {s. 7t'F�W7V'�W1lq/ MlwVt"JRf.9• A:'an'.'°N,MN Md^+•lMfrn�rwM.w.v.. `.•'iYr4MFIaR1^K'M1�.�111�9MAT1 1Mq••ARp.111p..A1fW MIR.#UMex NIM,. r. 0 i ,4 k Lj". - ..,........_.... w.. ... rna•r. IRMIMRMIM w� a+M+M!F�. ".'M� .• ,.x .•:T..,r pR.,,m..r.y,;'a,f,+rl ti + ^.++a., ,. !914"MRn.+�^,E..a;d,..,,•sfL..+,.xw.-rt rv_,^. .o. ,?,..-a,,•d'hl%S1i�'4�lMl'�'�A!!Mk`'•'�'4'�N/N''I':�11AiM1MIM a, - If this notice appears clearer 111;111 the i document, (hu doct;n nt is of marginal quality. /27/ 97 � � � I � j{ I ' � � I ! 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Ar t2 1o T ;v t,l ►,a,►►� � Z l ' �i i -- �. 2 I ;/74 , !'r APf 'K amu/ t� � _ �°� C�� ✓� t...� 1-7 �:;1Exrc. �•1ca { �rI � � O« :j QARREl. r l O—C' :7t�-'� W1`Lc. w -'v•KRAXBER. UPS N Oak, -- �' �; ��•�;.r•Q A"�•-ti's .- `��l� �7t� ��,.�. Lp =w- -=---�-'�# - 'Y' lye : J ArN �J1-�k-�C � � , I , CAS 142. ff, My ,.-� DARREL O.W. KRAXBERGER A.I.A. ►.� A; i - �_ 1r�`'�1� "�"' '�-" J ;�) `-:-, 1°=' a yl.....► -�f ,, �'` ARCHITECTURE AND PLANNING 12900 S.W. Hackarnore Court Beaverton, Oregon 9700, 503'611 5299 9640 SW Greenburg Road Gethsemane Evan. Luth. Church c i 3 �!'G-=7J/S�7�1�i�l.'F �.v'��7'7`�Z� ti� C"�•�L•, , c O ' Ti G l�' �l�(r cJC✓I.�/iii If this notice appears clearer than ille document, the document is of marginal qualily. 2/27/97 �f'+I �I � I � I �I �IjI I� I; ! � I � I � I �III I�I�I� III�I�I I I�I�I �III � I�I�I I� I� I�I � I� I� I' I I� I � ! jlllf I� I I I�l�l�lll �l �l I I � I� I�III� I �I I I�I � I � III;i�I I I � I�I� III�I � I�I I I� I � III� I�I�I' i� l �l� llljl�l ' INCN ( MADE IN CHINA24X 1 �m 2 7 4 1 1 1 I 1S 4 IS 11 11 li iiH 24 21 21 2 11 w i lill�ll!Illlll�llll�llll�llllllllljlllllllll�IIIIIIIII�IIIIIIIII�IIIIIIIII�lllllllll�lllllllll�llllllllljlllllllll�lllllllll�lllll!III�IIIII'Ill�lllllllll�lllllllll�llllllllljllllllllljlllllllll�lllllllll�lllllllll�illllllll�lllllllll�lllllllll�lllllllll�lllllllll�lllllllll�lllllllil�lllllllll�llllll�il I i i i i I isoup LANS 1 , 0 , N644 ✓ -. GA'1"G1 {�. ' >J �� y �^N i` �'• �!/�.�' `J,i N'Jh ;..l P,1v ' 1 yP1,Ar✓ -Two w�AT�AP,I'. N Ftt2��r G12�,Y1t}�.V :�1��`•)F-i !' -�7 -r�4$4; tA i/A, I W- Qac ►,�-, ; N V1114 M.A!�'. �ria Irl) '�c1.I7IP� %. �'71✓ 11. �UN �9 � �.Vi!�C'� '�� q'� 'Z �' /// f ''. 'c± ,� � `�l1}, 'D W ►� � .q- T`I r"''r�4.. j%?J UJ Pv �?�"��..; - L, .,�-r�U�J h , _ it / !'►t°'1 A►�G '7G�uv:t =a<',, G�r1'�i_ �;' j 1� 'Z7 f?,;TA I L--o � 'rAIL ..- r / �A• Lr '• � .pi t' f✓ rwo V•'/'�V� �f./C.-w�1��I:.'�:"V -..._._..�____--__-_._. .«� -.._ �._.._ .. - .__ _ _. � 'y • r DARREL O.W. KRAXBERGER A.I A. 1 �- , �,.- +, �:.; ARCHITECRJRE AND PLANNING ?.� 12900 S.W. Hackamore Court s Beaverton, Oregon 9 2005 9640 SW Greenburg Road Gethsemane Evan. L.uth. ,' 503 641-5299 Church 3 e,f 3 • If this notice appears clearer IIIan Ilse 2/27/^ document, tile um e docent is of nlal•ginal quality. l� h'jl � l �i � l �l �l� l I � I ! I � I� I � I �III I�I�I� I� I�I�I i Ijl�l �lll� l�l�l I�I � I�I � i�l� l I I� I �!jlll �l� l I I�I�I �I � I �I�II I � Ijl�lll �l�l I I�I �I � Ill�ijl I I� I�I� III� l� ljl I I�I� III� I� I� I I� I �I� III� I�I' � . • INCH ( MADE IN CHINA i }. I IS 1 1 II�IIIIIIIII�IIIIIIIII�IIIII!III�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIil�lllllllll�lllllllll�lllllllll�lllllllll�llll!IIII�IIIII'III�IIIIIilll�lllllllll�lllllllll�lllllilll�lllllllll�ll!II!III�IIIIIIIII�IIIIIIIIIjlllllllll�ll1111111jlllllllll�lllllllll�lll24 X 111111,111! 111,111,1!1 11 �lllllllll�llll!I 1! I •� , �W�i001'OW'�POMOsOP• VM tF K �, ... p,p rq.xa. i T +�� +•.r„ N'r t i s: L i r' 6. F'- r �r b j Z • � 4� y, 4 � t. 1. � �._ \i �}vnvAr��/'•� �✓�f—.✓lam '."ep,y--- �� v'�v '. xs•� . •�•u'�Y�.�'L'a..'d.�,��sg ar 2:•i' " J �-•Yx� $,� ,.� � } e.�`' i�h•..*. ' �y4n` .. �1��h-'��sy a sF��i ��j, i NX 'will ;;4y I ^' 40 _ U CO 00 rj cd r l } to4-Jo to d, d ( i q j I N = N "� 4-40.4 a 17T1,,d to cd 44 F o +roe � p� y I, �►T OIn .d s W ri O > to u Sh A ; V 154 k4 ,.•F� Q W O U I i.. �•,1 �, I/ �, 5?� ; Ga. .tlh q�`".wy v+r' '*. 06`0 `'•�"1� �/\- •tom .r:. ..j "`� v'+^ _ - f } ,. ..w.t�ar��.,ygnsrP �.+��.............n+. ��••'� �t \t y�.f t•ip� tt,,,, yrs� E� � u �s �Fi i$r�, o,� �•r ,-, :+� �l�i�,��d"GF , � 5�S�' �i�t♦r '� - F 15< ; �b "t ,r, r' J •,us 13125 S.W. HALL Bl- D. lrz P.O. BOX 23397 C''�`�i�� '�'�� TIGARD, OR 97223 (503) 639-4171 OREGON o. TO: FROM: 4w L' MESSAGE—i4-tf L WA I VIL 'To �kv. cyfy ik 8CDC,, A(\jr) -,Iq c- Imp ,()Ijc- m ic. Acpkp-VAL WA (-'got t&- (-' (.u4-- C)I\J '--71 A i TTc m-� -Tc� C c"ev)(De c oll)A)CY LUA � c.c LA tz coj lo I i1 f")D Is I A SIGNED___. DATE_— RFPLY A/jpkovEMtz,6jT s M u �--T It )r `,LL`. 7(1 oc c L4. �2- T I (-11 w UL TkI( L 7/c/tij of 71& V&-,.4 6A-'r-,) y -Fro d f( V. SIGNED.___ DATE-- PLEASE RETURN ORIGINAL COPY WITH REPLY. KEEP PINK COPY FOR YOUR RECORDS FILE COPY L �i • ASSIGNMENT OF LOAN PROCEEDS THIS ASSIGNMENT is for the purpose of securing completion of 1 landscaping and paving improvements which are a condition of conditional use No . CU 88-05 . THE UNDERSIGNED do hereby assign , transfer and set over unto • tie City of Tigard , all right , title and interest in and to t Eleven Thousand Five Hundred and no/ 100 ( $ 11 , 500 . 00) of an undispersed loan no . 055-2437723-019001 in the Key Bank of Oregon, Washington County Commercial Banking Center in the name of Gethsemane Evangelical Lutheran Church with full power and authority of demand , collect and receive said loan proceeds and to gi% e receipt and acquittance therefor , for the uses and purposes as described in the NOTICE OF DECISION in File No . CU 88-05 . It is understood and agreed that the Key Bank of Oregon - WCCBC will hold $ 11 , 500. 00 until such time as a final inspection 1 and a derermiration that the assignors have fully performed all the conditions as described in the NOTICE OF DECISION in File No . CU 88-0.5 approved by the City therefor . It is agreed that the Key Bank of Oregon - WCCBC will hold the above stated funds of said undispersed loan no . 055-2437723-19001 in trust for the use , and purposes stated herein. It is further understood that this Assignment is subject to judgments which may be rendered against Gethsemane Evangelical Lutheran Church in favor of the City of Tiga- d . As further conditions of this Assignment , the undersigned agree that , in the event legal action is undertaken to enforce this Assignment , the City shall be entitled to recover , in addition to the amount assigned herein , reasonable attorney fees and costs and disbursements incurred therein, both in the Trial Court and Appellate Court , if any . The reasonableress of such fees and costs shall be determined by the Court , bLt the total amount recoverable shall not be limited by the amounts contained in this Assignment . SIGNED AND DATE atIA Oregon, this d a y o f �-_ice 19 9 0 . I Signature of Assignor : Gethsemane Evangelical Lutheran Church By 6�7 Address : 9640 S . d. Greenburg Rd . "'• Tigard . Oregon 97223 4� ,ry y r.:M..lk.*r,...,,w.•..J r.AMR.:,W'if...r fM:.rrl,p:l wYTK-vJ.M•11• . .. .:... ..�.., ' NTERPRISING LANDSCAPE MAINTENANCE, 735 N.W. Miller Rd. , Portland, Oregon February 20, 1990 (503) 292-3398 Gethsemane Ev. Lutheran Church 9640 SW Greenburg Road , Tigard, OR 97223 • Dear Pastor Bremer: • Here is the information in regards to the .landscape plan for the addition I to the church. The following is a list of the plant material we ,ould be using. 3 Oregon Grape, Mohonia Aquifolium 1 gal. 10 Azalea, Purple Splendor 1 gal. 11 Azalea, White Dwarf 1 gal. 4 Thunder Cloud Flowering Plum 5'-6' 25 Juniper Horiz. Wiltoni 1 vl. 2 Magnolia Stellata, Star Magnolia white 2 -3' 2 Rhod. Dora Amateis 10"-12" 9 Rhod, Dwarf 10"-12" 5 Azalea Mollis 1 gal. 10 Dwarf Jap. Holly Ilex Corntia Burford 1 gal. Holly Total cost $594.00, which includes delivery of plant material to job site. No warranty will cane with the plant material. If you have any questions please give me a call. Sincerely, 4 tfS oltenburg Ij T � r r PROPOSAL and CONTRACT Karl P. Lakson - Paving %Wj163VJ)3WaYth - 648-4689 Hillsboro, Oregon = 26930 N.W. Meek Road Iiillsboro, OR 97124 6 _- Gethsexmne Luthern Church - gate January 20, 3.990 9640 S. W. Greenbur Road e Job Location Same Tigard, OR 97223 We propose to furnish all materials and labor necEssary to complete the following: Excavate as per plan, suppl ly, grade and compact necessary rock, pave nen areas with a 2-1 ineh lift of elass C asphalt, overlay existing parking area with a inch lift of class C asphalt and provide extruded eurbing and striping. All of the above work is to be completed in a substantial and workmanlike manner according to standerd practices for the sum of Tea tkousand three hundred two —Dollars ($ 10,302.Y).0 Payment shall be due upon receipt of invoice after completion of work. 1 8% interest will be charged on past-due accounts. If the foregoing meets with your acceptance, kindly sign and return one copy of this proposal which thereupon becomes a contract between us. Upon receipt it is understood the foregoing, including the terms and conditions set forth on the reverse side fereof, will constitute the full and complete agreement between us. Accepted _y �_— Lakson - Paving By --- --- - --- — By- Oa to a E i i 1. Any deviation from the specifications or modification of the terms of this contract and any extra or incidental work shall be set forth in writing and signed by both parties thereto. Unless otherwise agreed, in writing, the price to be paid for all extra and incidental work shall be the actual cost of labor arc; material , plus 10% for overhead, plus 15% profit, plus equipment rental at rates as set forth by The Associated General Contractors Portland Chapter. 2. The company will carry Workmen's Compensation insurance covering its employees and Public K Liability and Property Damage insurance. 3. There shall be no liability or, the part of the company for delays or inability to perform work due to strikes, accidents, weather conditions , inability to obtain labor or materials, goverrnent orders, or for any cause outside its control . u ' 4. Customer assumes the risk of damage to buried utility lines, or other buried facilities or ob;ects. This company accepts no liability for damages resulting to utilities or other w facilities or objects buried beneath the area of construction. i 3 s i i i ' f • i i i i i r i r v • INSPECTION NOTICE. City of Tigard Building Department t P.O. Box 23397 Tigard, Oregon 9722.3 Phone: 639-4175 Type of Inspection Date Re uestcd�� 7 q Z �— — Time Ar A.M. —-- P.M. Address --�_!S�_-5� �u(✓� c'. Permit Owner_ T h-S'� A� — E�%ter��"Lot #____-�Q�1_�� . Builder The following Building Code deficiencies are required to he co acted: � Presented to � � Approved Inspector Disapproved Date l� CALI, FOR REINSPECTION ❑ VES NO ti Y i ,1,72 O.ZF? TIGARD BUILDING DEPARTMENT Request for FINAL approval. on project. DATS i 9' There has been a request to give a final approval and occupancy permit for h, the following project: ( 7li i,-, •, r' / , y Please check your respective file and verify if there is any outstanding items that will prohibit approval of the request, Engineering: Request: Approved Denied qu __� PP Comments: 7�/ - If the request is denied, please inform the applicant (or appropriate party) what needs to be done to obtain the app4oval, i i PLEASE RETURN TO THE BUILDING DEPA.RTMF.NT BY: e:�z P Koo) 6 6 t�y M,6Q�j c X01 V-) Requested Hy: ' 2[� v< ar7 ,4 l 0 r . TIGARD BUILDING DEPARTMENT �a Request for FINAL approval on project. r DA'PS't There has been a request to give a final approval and occupancy permit for 1 the following projects �(_' //� .'t r 'lr� �I ri Ly // e,-,k L '•[, `/i� J� �•✓ �1-V.,r ,� �r v_ ISI �C.C�_ IAW I Please check your respective fil.e and verity if there is any outstanding items that will prohibit approval of the .re,iuest. Planning: Request: _ _ Approved !! enied a Comments: --,C V,15C) NJAL i s c _ O '�a IQ K [, Pxi c ` A)Q 11AIVr2ILIAI)PEDit K l IVC, { Sev'rek AK i 5' 'V Sc✓deo 4 ;✓ E� bAy d l -4 6t �_-� 5oulf-L c-f LL-- g1Ad d ic4l If the request is denied, Please infirm the applicant (or appropriateparty) ! what needs to be done to obtain the approval. P r� PLEASE R} TURN TO THE BUILDING DEPARTMENT BY: Requested By:- — 1 AM I 71 t , -. i. .,MirWl I'i dly ,k 1 1 INSPECTION NOTICE Pau City of Tigard Building Department ^' v P.C. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection __ 40 Date Requested-__ 5 W Time A.M. '" P.M. Address _ Permit Owner Lot # Builder^The following Building Code deficiencies are required to be corrected: i f 1 — Presented to - ___- — 11TApproved Inspector / Disapproved Date / E — k' CALL FOR REINSPECTION ❑ YES ILII NO WWI .t { III 10"I AWL ......I. , ..k,:e-...♦S. .,:, J'r ,�„y;e'tU'•" Ik"f$Y, �� 'YM1 ,`u�t!N ':> .�` �'3Y�'v' ..y.� `,'��/^.:�a �.'j,`•.'b, y :F a .. --�;. # .N' = e. TUALATIN VALLEY 6 F! SIRE and RESCUE FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG, PERPIIT IC PROJECT NAME (��.S l (� yZ�'I�` C I� L�1 _ PLAN REVIEW 0 LOCATION �lO�� c N� . �DKGIrJ ✓ �. __ w JURISDICTION: 1= Be. 2= Du. 3= 17-C. e T 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= PIC COVE FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL w Framing Separatioi_ Walls Sprinkler System ? w C Shaft Fire Dampers (Overhead/Underground) El f ElAlarm System El Hood' Extng Systems El Conference P i Spray Bou th Ceiling Ccver El Other ' r } i IL .t Dates - � `1 Inspector: 11h� 'h 46 ,�'' �w.. � - ..;'-.-.,i-W :,;1 r A a 0 s 1� 7 INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 1 igard, Oregon 97223 , Phone: 639-4175 Type of Inspection u V U � ,?"n'• cam. _ C_ Q � Date Requested J/— �Z _t1 l Time A.M.-P.M. Address 7 �kG Permit Owner Lot #-- Builder The following Building Code deficiencies are required to be corrected: Presented to Approved InspectorfA Disapproved Date --- CALL FOR REINSPECTION YES L.7 NO S r s TUALATIN VALLEY � FIRE and RESCUE FIRE MARSHALS OFFICE (503) 526-2469 POSTED: 1 i OCCUPANT CONTRACTOR BLDG. PEPMIT 0 PROJECT NAME ., PLAN REVIEW It LOCATION .ldiyl .//,6eMd _ - ; - JURISDICTION: 1= Be. 2= Du, 3= K.C. = Tip 5= Tu. 6= Sh, 7= Wi. A= CC 9= WC 0= MC �'' I l� COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL. r Cr�� Framing El Separation Walls U Sprinkler System Shaft Fire Dampers -- (Overhead/Underground) El _rm System Hood' Extng Systems L_1 Conference L Spray Booth ❑ Ceiling Cover FJ Other f � r��-!,,��-�7��., ��✓'s., �iwi�a,-/,�,, .r LI�L��,cLr2{rL.,�� r �kN1 . Date: AJ � — Inspector: i� 1 INSPECTION NOTICE City of Tigard Building Department 9 P.O. Box 23397 � Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested__ S "S scI Time G•jp A.M. P.M. Address �.1(--(�� Permit *is i Owner_ _ Lot # i Builder, The following Building Code deficiencies are required to be corrected: i t M 1 1� til Presented to h Approved Inspector ❑ Disapproved Date CALL FOR REINSPECTION ❑ NO YES L� � k ?� ti7"� a it'✓�r � Exp 1 • INSPECTION NOTICE fit, City of Tigard Building Department w P.O. Box 23397 00 ! Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection � `�%�✓t� ' C - Date Requested 3,21 - 21 c Time A.M.----P.M. Address —_ Permit # Owner Lot # Builder --`` 1 1 -\+ 4-' 7 c i 13 17 —_ r The following Building Code deficiencies are required to be corrected: Zc i I � _ 1 i — s L 1 Presented to _ - ❑ Approved i Inspector Disapproved Date CALL FOR REINSPECTION t n YES ❑ NO 1 1, i 1 I i r r ,• �`�'� �[ � 't '1� ..r :"p ,yyal �,1 i'r fi�d� r� J r� ir,�'kty�41 1 M'', r:r 4 • INSPECTION NOTICE • City of Tigard Building Department P.O. Box 23397 ( �" Tigard, Oregon 97223 r Phone: 639-4175 Type of Inspection GAI-1 Date Requestod 1 Tim- A.M—_P.M. Address y T 'E1�V-Cj— Permit #. Owner �A. _ - _--- Lot # _ Builder The following Building Code deficiencies are required to be corrected: Presented to _ —_� Approved Inspector [J Disapproved Date e- -- CALL FOR REINSPECTION C7 YES U NO -;,, 1 V� INSPECTION NOTICE City of Tigard Building Department I �� P.O. Box 2.3397 Tigard, Oregon 97223 �- Phone: 639-4175 Type of Inspection Date Requested c� �� Time A.M. —P.M. Addressr`�n�'1�i�7b1�'L Y Permit #_ r_ Owner. __ _ Lot # n 1 Builder — — i The following Building Code deficiencies are required to be ;orrected: i a i i Presented to _ _— __ -- Approved Inspector _ _—___—_ .� Disapproved t Date CALL FOR REINSPECTION ❑ YES ❑ NO a ,j i .'Mil', t. Az 't [! CONSOLIDATED FIRE AND RESCUE c Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE ' r November 16, 1988 • Schell.home Contractors 10175 S.W. Reusser Beaverton, Oregon 97007 RE: Gethsemane Evangelical Lutheran Church 9640 S.W, Greenburg Road Tigard, Oregon 97223 =" Gentlemen: 'C;� 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 the Uniform Fire Cede (UFC) , as :ty, amended by Washington County Fire District No. 1's Ordinance 86-1. Mechanical plans are approved subject to the following: 1. Automatic Shutdown: If either of these 2 units exceed 2,000 cfm, then automatic shutdown shall be provided in accordance with uniform Mechanical Code Section 1009, . 2. Approved Plans on Job Site: One set of approved plans bearing the a stamps of the Tigard Building Department and this office must be maintained on the project site throughout all phases of construction and must be made available to biuildi.ng and fire inspectors for reference during required construction inspections. (UBC Sec. 303) 3. Inspections 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. (URC Sec. 305) SPECIAL NOTICE: G DEVIATIONS FROM THE SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHI.BITFD WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton,Oregon 97076 • (503)526-2469 - .. :.).h.:rrN::,i.s-..;Y.a2rSti.,n.Y*,!.M-�:-,+ .Y.li�i.rur•teliYAFiiNNP#�!.,plllS�Tp#MIM�Ata.xwr f ,y .,r • - Schellhome Contractors November 16, 1968 Page 2 • 4 I APPROVAL OF SUBMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAI, GOVERNMENT. If I can be of any further assistance to you, please feel free to contact me � at 526-2502. i Sincerely, • Gene Birchill Deputy Fire Marsha] GB;kw cc; Tigard Building Department , 77 moor 1 ,3 , , l -.of.• I J I � • 1� R -- n a 11,q11 )( 11,911 Ail" -- - PA t2 Ga r w,10MANVI — DARREL O.W. KRAXBERGER MA ;s ARCHITECTURE AND PLANNING DARRLL VSERGE ,: GNt,I¢•GM� 12900 S.W. Hackamore Court '« PFidJ. No. Beaverton,Oregon 97005 , 503/641-5299 O A'.E _ } r BYLW-CHK. '0 r �'. 77-x.15 �G�r - Ems' c�c�NPS Cwrz. L w W**t- Pry) '/a" f,T- V V Vim, D W ©N ro- rAGP., P� 4A L, Pew -AiH N `� ►�U� Cal e�t��r �• � ,_�tom; /4Nt DARREL O.W.KRAXBERGER A.LA. �� l,11T12.A�N AitCHITECTUREAND PLANNING . nARRr_l O.W. KiIAAiER(,rR 12900 S.W. Hadcamore Court Ppo i. NO. + Beaverton,Oregon 97005 e 7 DATE JQ _ 503/641-5799 oLR",OREGOA E NK. .y 9� Q emT.NQ. TIP• �/ OF t,3.4� a / 2 L i I 1 �1 � �r0 (tel: EDV �l G.�./Y Ic6w,, , w/ rLy.y- *4 4 C-6 N-r I 1211 d I"' �f'q 1� x 11•_1 II X 12�f DARREL O.W. KRA"ERGER A.IA ARCHITECTURE AND PLANNING l-UYN�r�-l�tl'y Cs' UNh'.��;. � x,B 12900 S.W. Hackamore Court P R O J. NO. Beaverton,Oregon 9 7005 DATE ' Iq 8 _ 503/641-5299 BY 93,1k. CHK. - [ BHT. NO. F.)1.0 I J . INSPECTION NOTICE City of Tigard Building Department p P.O. Box 23397 Tigard, Oregon 97223 Phone: 339-4175 r ' Type of Inspection Date Requested q Time A.M. P.M. • j Address �� C��Qr/I?ULL f� Permit # Owner _ _— Lot # (a _ Builder The following Building Code deficiencies are required to be corrected: Presented to _ } Approved i Inspector – •� �_� Disapproved Date - CALL FOR REHISPECTION ❑ YES ❑ NO i t.' MF.'C)IAANT.CAI... F>I:-F[M11, r CITY OF TIFA RD r' PF:PM:f.'T NO. ML f31191,31.0 CITYOF TWARD weooN COMMUNITY DEVELOPMENT DEPARTMENTa: -- 13125 S.W.Hall Mod.,P.O.Box 23397,Tigard,Oregon 97223,(503)839-:175— P 6T 1 M. GSM T' .NO . 88J.;3 a.6 ,JOB 9e.)d40 SW G l:7�l::.'NBI.InG rel:) 'TAX MAP 1 1.CT1Sii1.)k'. : i...'T ti31< : • LAND USE.- : T'T'I'r".M: NO : NO: W(')I::I< 1:1_A15SS : ADDT'T'a:C)N FIJPNA(:)E: <10OK :1. AIR F•IANDL.P <10 l l.1SSF:: 'T'YPE: I-+F L..:T.G:I OLISS F UIPINAC:I= 100K+ 1. AIR Fl..)NDI P, 101< C 0NS'T .'T YloTw: VN F'L..001-4 Fl.J1-1NAC)T.- IE::VAI' .000I...F P 1AU:1I.JP ('.,PP A3 I--IEE A T'I.TP VE:N'T' FAN is t.tE:N1 VE::N'T' . SSYS 1 F:M BI...A/CC)MP <;31-IIS HOOD a. NO . ST()PICS : :I. F I...P/C CMF' :3„4iF•IY-' 1NC)1NF:FTA*T 014(DOM 1.)WL L..L...LIN 1I'SS : Bi...l.T/C)OM1' 15.„.301„Ir' TN( J:NI=AA'T'(:)P(COM � I l.li:1. 1'YPim GAS 1.31...P/1)0MI:;I 30-50HP QP-PA:1:14 I.JNJ:'T'S:i HAX . :I:NPIJ'T' 1.20000 8L P/(:)()MI=' 504-HP 01'I„IEP F]AIE: L)MF-'1457 NO GAS P.TP11SIG OUTLETS P 1-I:101.1 C PEKS:iSS? NO I...t)W 1:"PE:557 `rrLS _ a r"Ic.icl:i.l.:i LIn i.rl (bFat.I'1slrri41116t.fIW C:v . I .1.1 t.I, . C:Ir . —� -- —� t F EES O (,nat.hmrc+lalrnr F: L. C: Pr-KAM11, W N 96910 S'•r'W GrFi'4AI1bmt g Pd PI AN I-iF'VT.I:i:W $9. 00 E IA.�JI!►r(1 OR ti,12fl-:?.X j F :I:X i UPF. Us IR (50:3) SS'T'ATIr. TAX $1. , 00 O SSI::I-IF:I..L. S T'ANL_K•_Y r N 5C HILK_.I...WC)ME:, R 1.0.1.75SW f2h::lJSSFE F7 PI) A C L3�t+x►vcar r.l tl UP 9,1007 R G2E(:.7;!il'f1A'T'T(:JN NO. Sr..l•lcta•a. This permit is issued subject to the regulations contained in Title 14 ,_,._.„,,.,_„„„„._,,,,,•„•,•..•_..,•._,�.••„„„,„ of the TMC, State of Oregon Specialty Codes,zoning regulations I'H Gll.ta:I.F ) a NSIoEG'T'a:t)NCi and all other applicable codes and ordinances. and it is herehy agreed that the work will be done in accordance with the plans and (.,AS I. J NI-- specifications and in compliance with all applicable codes and Mw( FaAN1.:1... . S;Y5TEM ordinances. The issuance of this permit does not waive restrictive F'TN01.. covenants Contractor and subcontractors shall have current city husiness tax permits. This permit will expire and oecome null and + void if work is not started Within 180 days,or if Nork is suspended or abandoned for a period of 180 days any time after work hes i commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved. t i rrrt ttee Signatur Issued 8y. -- SEPARATE PERMITS REQUIRED FOR WORK OTHER I HAN DESCRIBED ABOVE rj i.WiPw ' �` \ I IU4UIfIl ,I 4-A I Y u1- I I1L AHU MLIGHANIC.AL PERMIT i 3, _^ Permit k Description Table 3A Mechanical Code CITY PRICE AMT City of Tigard 13125 S.W. Hall Blvd. 1) Permit Fee -0- 0 10.00 P.O. Box 23397 Tigard, OR 9722.3 2) Supplemental Permit 3.00 639-4175 F;irnace to 100,000 BTU — 1) incl.ducts&vents �� 6.00 Furnace 100,000 BTU t (G 2) incl.ducts R vent, / 7.50 Name of Development 3) Floor Furnace 6 incl.vent ,lob Adcl ess -- 4) Suspended heater,wall heater or floor mounted heater 6.00 Address Tax Lot Map No 5) Vent not incl.in 3.00 Lot Block Subdivision _ appliance permit i Name(or name of business) 6) Repair of heating,refr ig„ � Pe cooling,absorption unit 6.00_ _ Mailing Address -�[ Phone Boiler or comp to 3 HP Owner O c 7) at sorp.unit to 100,000 BTU 6.00 City/Staie - Zip Boiler or comp to 3 HP-15 HP _ Tl L /a cr O(Z, 4170 8) absorp.unit to 500,000 BTU 11.00 Name 9) Boiler or comp 15-30 HP f~ absorp,unit 112-1 million 15.00 4 Mailing Address PhoneBoiler or comp to 30-50 HP 10) absorp.unit 1 -1 75 million 22.50 Contractor - � 00` Boiler or comp to 50 I IP City/State Zip 11) /e/ 7e- 5,t,1>, re7'55 ew, absorp.unit 1,750,000 BTU 31.50 State Registration No. City Bus.Tax No 12) Air handling CFMunit to - 4.50 knowl Air handling unit I hereby a� edge that I have read this application that the information gi,•on is 13) 10000 CFM + 7.50 corract.that I aryl the owner or authorized agent of the owner,that plans submittee .e in , __ compliance with State laws,that I am registered with the Slate Builders'Bnard,shat the 14 Non portable en, number givIs correct.(If exempt from State registration please give reason below). ) evaporate cooler 4.50 -_- 15) Vent fan connected i) -- w to a single duct 3.00 , - Ventilation system not 16) included in appliance permit 4.50 I --- —;------ - -- - -- - 17 Hood served by — --- --- r c, fExisting ) mechanical exhaust4.�0ture(owner or agenqDate Domestic type cribe work 18) incinerator7.50 additionX alteration L] repair [I -done residential [� non-residential � 1g) Commercial or industrial use of _ type incinerator 30.00 wilding or properly-__ - — _ 20) Other i.e.,woodstove,water Proposed use of heater,solar,clothes dryers,etc. 4.50 building or property __ a `- _" -- 21) Gas piping one to four outlets Z 2.00 ,Z 6,10 type of fur!_ oil I I natural gas LPG f-1 electric U - 2.2) More than 4-per outlet NOTICE HIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- - --- SUB-TOTAL 16,12) STRUGT'ON AUTHORIZED IS NOT COMMENCED WITHIN 180SURCHARGE ,r/` DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ----SaIO rR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER -- PLAN REVIEW 25%OF SUB-TOTAL y �� WORK IS COMMENCED. TOTAL a'?' Special Conditions C - ----- �J - Date issued by , J ' 1 t _ INSPECTION NOTICE P(I, City of Tigard Building Department P.O. Box 23397 r Tigard, Oregon 97223 Phone: 639-417(5 e Type of Inspection _ (;l [ )'1 C �l j` Date Requested /(D _�Z--- Time1 A.M. ( P.M. Andress _7�_-610 �� 1 -7! C 1�1 C/ Permit Owner 40 Let # _ Builder The following Building Code deficiencies are required .o he corrected: Presented to --- Approved Inspector _��[,� r - Disapproved Date _____�a CALL FOR REINSPECTION C7 YES ❑ NO CITYOFT167ARD ' n, 1:31.1:T.L_1:)'I: :y B( {:TM:L'T' r Crry a,m r:'r.-NM:f.'T N(7 . F l.lfl£3:1:3:1 h COMMUNITY DEVELOPMENT DEPARTMENT 1aA'rl z<.>l51n u . 9/1.7 i HO 13125 S.W.Hall Blvd.,P.O.Box 23 39 7,Tlgaru,Oregon 97223.(503)639-4175 p17:1.M. I:)M'T .NO . c3£31.316 ..106 AIJOWE:.'S5 : 96WI0 5W Gr1E::1 :N8( PG' 141.) (AX MAG'/L,01, !Sl 1E3 L T : BK L-AND USE:: : I. ('.)'T S:CIF..: : Vfll_.l.lAi :f:t)N tk J. ,OOO 'SE 1"E40)(.;K!:; WOPK Cl ASS : A13101T .LON C)WEI..L. . IJNI T'_y : L..li"F"T : I�:I:GI•iT' Lit-4V 'TYr'E:: ITF..:L..:f.G;:C(al.l!i NO . Ltl:i:l:)P(:)(:)M!:; : 4::X T Wr^u...l.. (:(:N ST VN NU. FfA l'1.1!S : N : 1. I-II=t S : li:: : 1. HP W: :L F•I" f Iz.N:CNGS; I...(W) .1.:52 N : NGT 13 ;Ni:t E :NN W : Nr-( T01(11... (1r2E::A : 20711 t I NO. G T'(:)G2:LF.!3 : 1 VG T' : c 07 4 r;(]OF (:;(:1W0* : A I T IiE:: r2E::T'i YES 1•11:T..GHT : :L:3 r?NI:) APER NO PATE L) . BAlS1=ME::N'T*'? NO ;3111): OCC(J1-J . Sl:l::'AIT! rN0 GtAT'L=CJ MI:::-1.:;'LANTN 1i;:'I NO li3l•'r';E:hi' 1 F:1...001-*4 LOAD : 1 2Z> GA{:A(:;E I:: PI-': 51:1110 NO Al A14M7 YES ' FLOW((.;I:)M) 1:7E:T'L'c:C T'J Yl: 5 1 II .A T 'T'YF)E: : GAS I IIJ(':1' . ACCI'W!S!5'r YE !:i NO G:'I...AN (::111:_f.:K BY - jh j -- - -- 1 PI:::MA1 I0') Fldr.{:i.ta.rtrt art (riE?ill!iiQ+mG+.rlfi2 r:.v . L..u1,1•1 . Ctj . L2E"7:(;E;LIh. 01= NO. — --- --- L_A'3'T�Rh`_T'.S 51.1E y; O Cwt171sEa1nct.11ra E:: L. C r:',:PM:CT */1343. Q() N 96110 !;W C:t rw+„�tllottr Gtci P1...AN PEV.I:f W E 'T:i 9;tt.r,t1 .OP �ir'7'r.'ar.'.':3 F :I:heE: I:)Ic.F''T' 11111.733 i�O R (15 > '5 T A'TL:. 'TAX 1p21 . f.5 (7'T'HI'r:I:T C -- L)E:VF'1...OPME:NT CHAP('-A'S : C' O lSCHE l I... !S'T'ANI...L:.Y' S1)C( 5T(:)1_1M) F N ri1"llf-:L.1...HOME. 'S1:)(:' T ( F.i"T'r7E 1:::'T'1 Pt t E3(:)X :`r,5 7 R PDC,(:Ih ) A ncmitv4:ar•i.ciri (:)A 9700"7 Pr2E:F'A1'C) < M4,541. 63i T PHONE: 1!503) 6/19-2137 0Ill::'.GT.:;'TPA'TT.(:)N Nf.) F-101et:l :1. "TC)•TAL. : $45A . 65 r2H(.;E::CIPT NQ.1aU /c, 3 This permit is issued subject to the regulations contained in Title 14 -•-••-•-•-••-•••........-••••...•.-............. ..•._, of the TMC. State of Oregon S, Ity Cedes,zoning regulations PI._AI.1:I:RI:::Ia 7N'SIk'C:'T'1. NS and all other applicable codes ordinances, and it is hereby 1`00'11:N(:. agreed that the wo,k will be done accordance with the plans and specifications and in compliance with all applicable codes and L OUNLIAT •LUN WALL ordinances. The issuance of this permit does not waive restrictive I'G)!:;T & REAM covenants. Contractor and subcontractors shall have current city F PAM 1.NG business tax permits. This permit will expire and become null and ].PI�iUL..A'T C(JN eoid if work is not started within 180 days,or if work is suspended or 3:NY 5 E3(:)T ON abandoned for a period of 180 days any time after work has commenced It shill be the responsibility of the permittee to assure PODF NA x I...T:N1, ah required inspections are requested and approved. SU SI::+E NC) . CF'.]A_TI NG F':L NAI_. erm tee Signature Issued By /� It:Al_.L__-e-gt�__.:rs1��'1=r•'r ,(3.+� ��';�--i£..t-tom SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE rn F` �• I is C17YOF T167ARD C�� PLPHIT NO. '.�E:t:�t-1113 OF TWAxD 0111001 COMMUNITY DEVELOPMENT DEPARTMENT 17ATr:i: :1:!751111'..). 9/17/as 13125 S.W.Hall Blvd.,P.O.Box 23397,Tigard(1,,gon 97223.(503)6394175 h P]:M I"aM T .N(7 . 88131 b ,JUE ADI.l.PE S : 9640 'SW C; r c 1.1,.+A NLJMI�k:F2: 0:3W>r .fta i IAX MAP/L.UT 'iI.JE� : L_'T . DIK • LAND UW : 1-01 TWF} 1: W1, W(:)PK (.L.ASiSi : ADD). ETON L.JSiI " r'E71»: : PE.L.:1 G T:(:)1.J!:i t r the ri1.r1>:L:Lcaarrlt. 1ar,)1`(aG;1w 1,13r..c1mI:11y w:l. tll 111 i.:t. r•l,i:LF,?t11 1x.11(.1 r`G,? 13 La►ti.l3rli!i i3"P t.h4:? (.JI•li.'I1:1.eci • !acwr?rxi.r.4ca Agt?rlc:y T'Iltra 13Grrm:Lt, e+x(:?:Lrr,v� :L 20 (iinytil i'l^am the date 'T11e t.13 t.1n.1 r oIII c)i+r+t. 13 6 1:10 waa.a. L1e 1'131' Fv, i tr:zcl :f. I' 41+41 la(,ri 1'0. t. caxt a 1, %1 . 1'tic; A(;)r.,ln�.:cJ cicr(;+ai nut c)rliiir 1x.klt,r4a t•I1Gsr ix r.:r.?i.lr arc: y (3•lf the ] ,3 r, .1111..111 u•1' 11.10 111:1d" ixrowei I.mt.r, r xA].M . :I: f the ino?wei• i.vi 9,hk e :i.rl Pi t.i 1:1.:1.a,?r 1;11 a1:L:I. )3 113 u:13f t. 'i, x .r•.,,.,t. a.n :x.:l.:l. cl1.rGrr.. tit3i ix Exam the (ii.1xtatrlcrGr gi.veri .1T' 11c)t, xi c1 1uc::idt.��_� , the i.rlmt.a.].:1,er` mha1.].]. 1.+1+1-c:hwir(a ill "'Tui.) i4rid Si:.de Sewer— I�tar^ma.i, x1ricl the r1tyF?I'1( y waa. 1. initttiu.t.:I, f6 :LiiLtG:>I"at1 i Eat. T1...1)1NC, S(H:WE 1:4 1MPE FIV]:t:US APE.A FI:X f1.Jr+F: (11:1:"'f S : :1.3 'I I:NAN'T' 11`11PfT('.JVE::ME::N'T : NO 1)WEA-L..:1N(:; (.JN]:'T''5 : 1. NCJ OF OL..DG5 . a. a FEES . O (r G}1t.111xh11niant,l 13: L_ (:: F EP11"11 T + N/ N 9640 S w C ONNEtw'T'V7N CHA6Tt:L 1k 1. , 'I.UO . 00 E T.,L;)i!r l^ci [i F? '7�%?:�;5 �.:I Mr. 'T'AP 19TAL..1_ . R (50:5 1 1 C O N T R A T 0 r 1 R _ 1111T'Ai... $1 , 100 . 1 This permit is issued subject to the regulations contained in Title 14 ........,...„._._.._.................. „......„.__ of the TMC, State of Oregon Specla!ty Codes,zoning regulationsI FgI1 K�F'I:) :CNSiF�L(:'T7(:)Nti and all other applicable codes and ordinances, and it Is hereby r. .. agreed that the work will be done in accordance with the plans and +I Wh'L• ' specifications and in compliance with all applicable codes and Ir ]•NAI••• I ordinances. The issuance of this permit does not waive restrictive j covenants. Contractor and subcontractors shall have current city ! k business tax permits, This permit will expire and become null and i void if work Is not started within 180 days,or if work is suspended or t ahandoned for a period of 180 days any time after work ha.; commenced. It shall be the responsibility of the permittee to assure all required inspections are requested and approved. Permittee Signature Issued By: _. 1 .. . t.. .. .,. .... . SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE n - - Ala— :�"�'�xs �^t't �' �-” . . •.�.... •. '• ., — -. ....x.117'•.._. ,.-... •,,.t,�..--, w �• .y1 � ill AI I J Y,� C � �! t � ,..i�i °F�f,r' . a CITY�•",: F 7167ARD1=FMIll:'T' F .I:Nc; FSI:::FtM1T NO . : PL..E3H:1.3:4'7 h` CITYOF T ARD COMMUNITY DEVELOPMENT DEPARTMENT a:S SUr:la 13125 S.W.Nell Blvd.,P.O.Box 23397,Tigard,Oregon 97223,(503)639.4175 60 1.3 1 6 000 AI:)DPIE SS : 9640 5W GIALENB(.IFi( PD TAX MAP/L..(:)'1' 'il.Jtiil : 4_'T' : BK : L-AND USF.-.: : 11-01, SIZE : F1 F:.M : NO: NO : WORK U.-ASS : AL1D11'.10N WATT:::fr CL(J!al::l 3 i POP � (J w 'TYPE: P1 :LJG;:L(aO 5 (JPJ:NAl-. a FWF'I_Ow PRIJN T'P E CONST . T YF�L-- : VNI_.AV(:)RATIFY r T F2AF' P1t7M1:Fe O(:(:IJP.GISP. A3 11.11B SHOWL-KR GPE-ASE., 'I'PAP!':i r i r.)a�5a•IwFaSL•I�:F� (:.APBAG:E:: D1:1iiPOSAI._ NCl . 5i'f t:)F1.T.F:Ei : :L WASH:I*NG) t-lett:THINE i DWE.L..L. . UNITS : I._A(JND11--l'if 'I'PAY R1..D(; . DPAJ:N (IATA � DPA7N 51.NK P 'jIi-WI*:'P (F'T') WA'1I-F2 IIE'A'T'E:P :I. !:i F0F:M/PA:CN (F�T (:)T'WE:.n 1. 14EMAPI(S : AC111cH.t 1011 t13 Getl•,s1emane Ev .. I...Lith . Ch . E:EG : O r�t11�c:AmlB.nez f::: 1... C I :a c..EEP ----- W I MIT $95 00 N 9610 SW C+r Feralnl31.11 g PcI R Ci.ga►rd 0P 97r.N.23 F':iXTLIPF".91 CiT'A i 1::: TAX C.: O N T NOI4'T'HWE 5'1' (::F:N'T PAL. F'L..UMB I:NG: R 11.96455W 6455W BL..ANITL ON PD C A:L 131-iei OR 97007 T PHONE (.1503) :9,�1--•(19:L 1. O R •;T 5'i'FTA'T:I C1N NO. 56 393 11YV AL.. : 411.2 3 . This permit is Issued sublect 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 •�I:..611JlF2E 1) xN',I••'E(rl .IUNS agreed that the work will be done In accordance with the plans and PL-L3•UNDEPSL.AF.-) specifications and In compliance with all applicable codes and POST 1s PF:AM ordinances. The Issuance of this permit does not waive restrictive WA'T'T:::P 1 1.NE covenants. Contractor and subcontractors shall have current city I I-13. 'T(7Pf)U T' business tax permits. This permit will expire and become null and ,old if work is not started within 180 days,or it work is suspended or I NAI-•• oandoned 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. Pqr t AS esture Issued By _- ' SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE +. 7 Y•A t 1 ��StWk �'.AP, : i p t y r ✓ 5 t CONSOLIDATED FIRE AND RESCUE Washington County Fire District No. 1 City of Beaverton Fire Department Tualatin Fire District August 17, 1988 :k , Schellhome Rt. 1 Box 557 Beaverton, Oregon 97007 _ RE: Gethsemane Evangelical Lutheran Church 9640 S.W. Greenburg Road Tigard, Oregon 97223 Gentlemen: k 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 the Uniform Fire Code (UFC) , as amended by Washington County Fire District No. 1 's Ordinance 86-1 . Plans are approved conditional to the following items: 1. Two Exits Required: Due to the occupant load in the fellowship room #3. (213 if' seating, 100 for (lining) two exits are required. UBC sec. 3303(a) . Either corridor i►11 or the existing narthex shall be made to comply with UBC Sec, 3305(8&h) . Whichever is used, the corridor or the narthex, walls shall be of not less than 1-hour fire resistive construction. A1.1 doors shall be of not less than 20-minute fire resistive assemblies (door, frame, closure and hardware) and equipped with smoke gaskets. 2. Door Set #l: Door set 01 shall. be of not less than 1-huur automatic or self-closing fire resistive assemblies as exiting from the basement makes this an horizontal extension of a vertical exit system. New well between the narthex and fellowship hall 03 shall be of not less than 1-hour fire resistive construction, 3. Exiting Hardware: Exiting hardware from the fellowship room 03 shall not be Ta hing or locking unless it is panic hardware, 4 . Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. (UBC Sec, 3304) Note: This paragraph applies to all exit doors with exception cf storage and mechanical room areas, bathrooms, etc, or similar type space use. 1 , i it 1'k , + W -r v, k01. o } r � i Schellhome August 17, 1988 ;l Page 2 5. Firestopping: In all wood framed walls anda�tit ' P ions, 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) 6. Insulat.i.on 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 riot to exceed 25 and a smoke development classification of riot greater. than 450 as measured oil the Steiner TUmlel Test scale referred to as UBC Standard No. 42-1. (LBC Sec. 1713) 7. Interior Finish: Interior finishes shall not exceed flame sureads of 25 for sLairuays, 75 for corridors, and 200 for other areas, Smoke density of materials used shall not exceed 450. (LfBC Chapter 41) 8. Mechanical Plans Required: Plans referred to and examined by this t office contained no plans foi heating or air conditioning systems. Unless electric baseboard heat. is employed, complete mechanical system Plans for the H17AC equipment and duct work must be submitted to and approved by this office prior to installation. (UMC Sec. 302) j 9. Mechanical Equipment Approval: All heat producing and electrical equipment anil appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agency's sp Lecifications. (Ethic Sec. 502) 10. 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. (UFC Sec. 10.208) 11. Fire Extinguisher Requirements: Not less than one 1 a f ' _ ( ) approved fire. extingulsher(s) with rating of not less than 2AIOB:C shall be provided j ' for each 1,500 square feet of floor area or fraction thereof. The i travel distance to an extinguisher from any portion of the building 4 shall not exceed 75 feet. (UFC Standard i0-1.) Note: A 40BC fire extinguisher shall be placed in the kitchen area f within 20-feet of the range. i .�:.f.� -Romp A µ � y. } 1 ,IGS x r 0 h Schellhome August 17, 1988 Page 3 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 on the project site throughout all phases of construe..tion and must be made available to building and fire inspectors for reference during required construction inspections. (UBC Sec. 303) i 13. Inspections 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 4ft 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 written instrument of approval must be obtained from the City of Tigard Building Department. (UBC Sec. 307) i SPECIAL NOTICE: h DEVIATIONS FROM THE 5UBMITTEU AND HEREBY CONDITIONALLY APPROVED PLANS DURING < THE COURSE OF CONSTRUCTION, FXCLUST.VE OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED iEREI:N, ARE PROIiIBITED WITHOUT THE WRITTEN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. If I can be of any further assistance tox you, please feel. free to contact me at 526-2502. i Sincerely, Gene Birchill Deputy Fire Marshal 4755 S.W. Griffith Drive P.O. Box 4755 Beaverton, Oregon 97076 GB:kw cc: Tigard Building Department District Inspectors Darrel O.W. Rraxberger, AIA NOTE TO INSPECTORS: This is an addition of approximately 2,660 square L+-,et in size, incorporat, ng 3 classrooms, kitchen, men's restroom, janitor's closet and storage area as well as a fellowship room. I:t is considered Type yp V 1-hour construction. The 1-hour is not totally necessary. It houses a Group A Divis4.on 3 occupancy because of occupant load of the fellowship rcom. { uFww"ar;%V`�1�e� r ----- DARREL O.W. I<RAXBERGFR A.I.A. ARCHITECTURE AND (PLANNING _ July 20, 1988 t City of Tigard Oregon 13125 SW Hall Blvd. P. 0. Box 23397 Tigard, OR 97223 • Att: Jim Jaqua, Plans Examiner Ref: Gethsemane Evangelical Lutheran Church BP881316 9640 S. W. Greenbu.rq Road j Letter dated July 14 , 1.988 Dear Mr. Jaqua; In regard to your stated concerns regarding items no. 2 & 3 , my I offer the following; Item No. 2 - the ramp is a convenience only and will prob- ably not be part of the project due to cost considerations. Item No. 3 - The use of Moisture Resistant Gypsum Board with Epoxy Enamel Paint has been a recognised solution for sanitary wall coating in this area (Oregon - Washington) for as long as I can remember including the Tigard jurisdiction. The code has had the same requirements for several years and this solution has always been acceptable. I have included descriptions of both materials which clearly show that they are suitable for this type of use. Moisture Board in fact is used regularly as a backing for tile installations in showers and is recognized as a satisfactory material in any location where moist conditions may be found. Epoxy Enamel paint is recommended as an Institutional and Commercial high-traffic sanitary wall coating. It is very resistant to abrasion, acids and other conditions which are normally found in these types of areas. The code section says "---or other approved material--" and is not more specific than this . Moisture Board meets the requirement of a material which is not adversely affected by moisture and Epoxy Enamel Paint meets the requirement of a smooth hard nonabsorbent material . This has been acceptable in the past, is a material combination which meets the test of a durable and scrubbable surface which is appropriate for the maintenance of sanitary conditions over a long life span in this type of installation. Other materials such as are specifically mentioned in the code would prove to be over-kill in a restroom of a building which will only be cccupied for about 6-8 hours per. week on the average. I trust that this further information clears up this matter. Yours truly, Darrel 0. W. Kraxberger, A. I.A. Architect 11.000 S W. Had<amoreCourt Beaverton,Oregon 97005 503/041-5299 .A C i i i CITYOF TISARD July 14, 1988 OREGON b Darrel 0. W. Kraxberger, AID 12900 SW Hackamore Ct Beaverton, OR 97005 p PRO.JE,;T: Gethsemane ELC BP 881316 Dear Mr. Kraxberger: Your letter of Jiily 11, 1988, has satisfactorily resolved all plan review items except 2 and 3. We will address the remaining items, and perhaps resolve them as well. The ramp, item 2, may be a slope of 1. to 8, as indicated on the plana. The OSSC Chapter 31 requirements are for access only, not exiting. My only concern would be that of liability, should someone use the ramp, expecting it to be 1 to 12, and have an accident. The requirements of item 3 are not met by epoxy paint on gypsum board. Any portion of a wall within 2'0" of a water closet or urinal shall be finished wit. . a material such as that mentioned in the cited code section. A material such as tempered hardboard would be the minimum acceptable. A 4'0" height, not the entire wall , should be so finished. We look forward to resolving this issue. The building permit for the pro,ect ;, may be obtained at any time. We will review the mechanical and plumbing plans when they are submitted. If you have any questions, or if we may be of assistance, contact us at any time. Sincerely, Jim Jaqua Plans Examiner ht/5952D e 1312.5 MHall Blvd.,P.O,Box 23397,Tigard,Oregon 97223 (503)639-4171 hogyj DARREL O.W. I<RAXBEkGER A.I.A. ARCHITECTURE AND MANNING • July 11, 1988 k City of Tigard. Oregon 13125 S. W. Hall Blvd. P. 0. Box 23397 Tigard, OR 97223 Att: Jim Jaqua, Plans Examiner • Ref: Gethsemane E.;'.C. , BP881316 9640 S. W. Greenbury Road Letter dated July 8 , 1989 Dear Mr. Jaqua; In r_esnonce to the clearifications that you asked for regarding the above referenced project, I offer the following: Item No. 1 . Doors No. 11 & 13 will be provided with approved panic hardware. Door No, 1 will not be provided with any form of locking device and will remain unlocked at all times. Item No. 2 . The building is already accessable to the handicapped through the present Narthex and all public areas of the building, both existing and those added in this project are accessible. The ramp which is shown as an alternate is not intended to serve the handicap requirement but is only a convenience for moving items in and out of the fellowship area. Item No. 3 . Floors in the rest rooms are to be sheet vinyl which was to be coved up the wall 4" and will ti be ajusted to 5" . The parti_ons are finished in baked enamel . The walls are to be Moisture resistant gypsum board as required in the job not ehonk and it has a 1 loo rs !peen arcPntabl e to finiah wall surfaces in epoxy paint in such areas as these where the use is so limited e both in terms of hours of use and numbers of persons in the facility. We propose to use epoxy paint on the moisture board. 1 Item No. 4 . 2 x 4 ceiling joist are shown on the structural I calculations and have been calculated to serve the spans indicated. All are at 16" o.c. . 2 x 6 will be used in the area of the Kitchen. Item No. 5 Plans will be submitted as sub-contractors are sellected for the HVAC, Plumbing and Electrical work required. Item No. 6 There is no useable underfloor space in this structure. There is a crawl space which serves to house the distribution systems for HVAC, 12900 S.W. Hackamore Court Beaverton,Oregon 9 700 ioFM I I t� '.moi Y `SYfr, 4;5c City of Tigard July 11 1988 page 2 t .• Item No. 6 cont. plumbing and electrical distribution systems but the space is not occupied by persons and would therefore not be considered useable. It is accessable by the half door located in the East wall of the addition for reasons of repair and maintenance of the systems. r I trust that this answers your concerns as expressed in your letter. If we need to discuss items further please call me as soon as you have the opportunity. If I don't hear from you, I will assume that the permit for the project is being issued on the basis of the plans and these clearifications . f 3 f Thank You. i i Yours truly, i j Darrel O. W. Kraxberger, A.I.A. Architect DOWK/jk 4. .C.,.i{ M n ^'�"•-' 3 4�' j.r `6F .l i i�^5T'+�'�1 /, s i +r r' �, 'i��1 July s, 1988 C1TYOF Tl1VARD OREGON Darrel O.W. Kraxberger, AIA 12900 SW Hackamore Court \ Beaverton, OR 97005 4 Project: Gethsemane E.L.C. , BP 881316 i 9640 SW Greenburg Road I Dear Mr.. Kraxberger: i The plans for this project have been reviewed for conformity with applicable codes, and are approved , subject to including or clarifying the following j items. Citations indicate the applicable Oregon Structural Specialty Code Sections. Doors 1, 11 and 13 shall be provided with panic exit hardware. 3318(a) Door 1 may be provided with alternate locking as outlined in 3318(a) Exception. 1 t 2. A ramp to serve handicapped is required. Table 33-A. ;he alternate to add a ramp is noted, however, the maximum slope for such a ramp is 1 G#C vertical to 12 horizontal. 3307(c) y 3. Floors and walls in water closet compartments are required to have smooth, hard, nonabsorbent surface which extends upward onto the walls at least 5 inches. 510(c). See enclosed items. L,*. Spacing and spans for 2 x 4 ceiling joists is not apparent. The joists 6K shall not exceed spacing or Spans allowed by Table 25-U-d-6. l5 Plumbing and mechanical plans and details are required. We note that the j G,( systems are to be bidder designed, and will await their submittals. 6. Usable underfloor space shall be separated from the assembly occupancy by O K one-hour fire-resistive construction. 602(b) If you have any q,:estions, or if we may be of assistance, contact us at any s' time. Sincerely, r y� Jim Jaq Plans Examiner ke/5816D i 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — MR Boar (Ma 7MResistEt)� =P� lbytu 1 Description installed MR Board, it may be necessary to apply furring MR(Moisture-Resistant)Board is a specially processed between framing and tub lip. It is essential in any case that gypsum wallboard for use as a base for ceramic tile and a 16-inch(6.4mm)gap be maintained between the tub lip 0 other non-absorbent finish materials. Both core and facing and the lower edge of the MR Board. I papers of MR Board are treated to withstand the effects of Application moisture and high humidity. MR Board, !!(12.7mm)or qq MR Board is applied m the same manner as regular Gyp- (15.9mm)inch thick, is available in standard 4-foot sum Wallboard except that during the installation of the (1219mm)width and 8 and 12 foot(..2438-3658mm)lengths. p Its facing paper is colored light green so as to make it readily anels, water resistant file adhesive is applied to all cut orn exposed edges, utility holes and joints including those at distinguishable from regular gypsum wallboard. It is also g available in%"(15.9mm)and '2"(12.7mm)thick Fire-Shield wall Intersections. - ''Type V 3rade. MR Board may be extended beyond the Fire or Sound Rated Construction area to be tiled.Joint treatment shall not be used in the Details of the basic wall must conform to specifications for area to be tiled'but a tapered edge is provided so that the desired ratings with gypsum board extending from floor joints can be treated in the normal manner where MR Board to ceiling before Installation of bathtub or shower receptor, extends beyond the tiled area. No special tapes or edge The installation of the MR Board to receive the application sealants are required.Tile adhesive takes care of corner of tile will be in addition to the floor to ceiling base gypsum treatment, nail spotting and edge sealing and filling the board. edge taper in the area to be tiled. MR Board meets ASTM Specification C630. Cautions Framing-Furring 1 MR Board is not recommended for use where there will be direct exposure to water or continuous high humidity The bath tub or shower receptor is insta.ed before MR conditions such as found in saunas, steam rooms.gang Board is applied. If stud spacing is greater than 16"(406mm) shower rooms or swimming pool enclosures. o.c., horizontal framing or blocking should be Installed ap- proximately 1 inch(25.4mm)above the edge of the fixture 2 No vapor barrier should be placed behind the MR Board and at MR Board horizontal joints in area to receive tile 3. The MR Board should not be used on interior Cr ex- Suitable blocking should also be installed to support acces- terior ceilings. Gold Bond Soffit Board is recommended sory fixtures such as flush or recessed soap dishes and for protected exterior ceiling applications. Refer to towel bars. Solid backing(framing)should be provided at Form 8600. all interior corners. 4. Do not apply joint compound to joints or fasteners to be To assure that the tub lip will be in the same nlane as the tiled' 'This requirement may be waived if the applied the in combination with the bonding adhesive emoioyeii fully Drntects the gypsum board and water sensitive materials if prPsent(such as when joint compound is used)from penetration of water Resoonsitidity for Deiformance of completed installations shall rest with the surfacing material manufacturer and/or the surfacing material applirator NAILING MEMBER NAILING MEMBER MR GYPSUM NAILING MEMBER WALLBOARD 1 —CERAMIC TILE--- f —MR GYPSUM WALLBOARD + TILE ADHESIVE TILE ADHESIVE— FLEXIBLE CERAMIC TILE '.LRE � SEALANT / G RECEPTOR n i CONTINUOUS BEAD OF o PAN TILE ADHESIVE FLEXIBLE SEALANT it i - I i SUB FLOORSUH FLOOR LIP OF TUB OR RECEPTOR SHOWER RECEPTOR SHOWER PAN TUB AND WALL SECTION-after tiling 32 IL a. , . r F17 I ®16 rt� 9.9!S h I 1�► f --__�"_---- .... Sherwin Williams representative for specific application and performanceHI SOLIDS CATAlYZEO EPDXY ENAMEL requirements. !I Pure White, B62 W201 CHARACTERISTICS: { Slate Gray, B62 A 213 I Hardener B60 V 20 Color/Finish:Pure White, Slate Gray Pastels, 65 t 10 units(a)60' Drying Schedule(—g 77'F and 50°b R H.(r 10 nuts wet To Touch: 1 hour PRODUCT DESCRIPTION Tack Free: 4 hours A high-solids polyamide bisphe.nol A epoxy resin system formulated to a high- To Recoat: 6 hours minimum r performarce coating 7 days maximum(if maximum recoat time is exceeded brush blast before USES applying another coat) •Immersion service-potable Nater. Complete cure: 10 days Meets federal EPAregwrements for composition of coatings used in potable(drinking) (For potable water After complete curing and prior to placing in service,stenlizn, water Meets requirements of AWWA D 10278(Interior Systems)Inside Painting Systems and thoroughly rinse with potable water.See methods as outlined in AWWA D 102 7&) N1,Paint N3(catalyzed epoxy)(&8 mils DFT Flash Point:(catalyzed)907 Pensky-Martens Closed Cup •Heavy-duty interior structural coating. Pot Life: 5 hours, 71°F •Abrasion"and chemical-resistant floor enamel. Recommended Spreading Rate: 160 sq. ft.0 10 mils wet, 6 mils dry. •Institutional/commercial high-traffic,sanitary wall coating. (theoretical; no loss) •Exterior industrial heavy duty maintenance enamel. Spreading Rate Coverage!theoretical, no loss): 977 sq. ft. per gal.(1p 1.0 mil •Chemical-resistant equipment enamel dry. t •According to the Food and Drug Administration Regulation 175 300,this product Volume Solids: 61% 2% is suitable for use on surfaces intended for use in the production,manufacturing, packing, processing, treating, tran porting or storage of dry food at ambient PRECAUTIONS:SEE NOTES 2 & 3, PAGE 53 temperatures when applied as a continuous film according to specification over Product Limitations: Not for use in bakeries because of discoloration. suitable substrates and acts as a functional barrier between the dry food and SURFACE PREPARATION the substrate, see pages 4 and 5 •paper mills •power plants •Aluminum S-W I •masonry construcion e lavatories •Concrete(non-potable immersion).,I.I.................... . .S'W 6 A •structural steel storage tanks •Concrete Block.....,.,..,. .. ....S-W 3 •offshore structures •refineries •Drywall .S-W 8 •chemical processing equipment and structures •Floors (concrete)................. .S-W 5 Performance Information: •Floors(wood)............. •Easy maintenance •Galvanized ................. .. S-W 10 •Resists bacterial attack •Masonry........................................ .. ..S-W 6 D or A ' •High build for economical application. •Plaster. ...S-W 11 Physical Propertles •Steel (atmospheric 15-20 mil profile)........ ........S-W 17 (''^„'-SP6 •Abrasion resistance........................................101 mg. (potable or non-potable immersion 1.5-2.0 mil profile)...SW 16 IS, ' 5) (ASTM D4060,CS-17 wheel, 1000 cycles, 1 kg.,Taber Abraser) •Wood ...............................S.W 24 q •Direct impact resistance........... ...... .....12 in. lbs. •Previously Painted Surfaces(not immersion)..............•.......SW 12 (ASTM D2794) Complete removal prefered If not possible,ard lifting or bleeding occurs,KEM KROMIK •Dry heat resistance ..250°F Metal Primer,850 N 2/B50 W I may be used as a barrier coat.(Atmospheric only) (ASTM 0 2485) Recommended Systems: { •Elcorneter adhesion.................................500 psi to break •Exterior durability................................ .......Excellent Atmospheric Exposure (with nonprogressive chalk face developing in 3-6 months) •Moisture condensation resistance, 100•F A. Steel(Self Prime) 2200 hours.............................................No failure (Total DFT=6-12 mi(s) a (ASTM 02247) 1 or 2 coats Hi Solids Catalyzed Epoxy CSD 6 mils DFT/coat. •Pencil hardness..... ............ ... .. ...................9H B. Steel(Zinc Rich Primer) (ASTM D3363) (Total DFT=9-15 mils) •Salt log resistance, 1500 hours ... ... .........Good 1 coat ZINC CLAD PRIMER(a 3 mils DFT/coat. (ASTM 8117) 1 or 2 coats Hi-Solids Catalyzed Epoxy @ 6 mils DFT/coat. •Thermal shock, 250cles -Y •••••• .Excellent C. Concrete Bloch (ASTM D 1211) (Tctal OFT=16-22 mils) •Wet Heat Resistance. .......................................115°E 1 coat KEM CATI COAT Epoxy Filler/Sealer Tp 10 mils DFT. Resistance Guide(ANSI N5.12) 1 or 2 coats Hr Solids Catalyzed Epoxy R 6 mils DFT/coat Immersion Resistance: D. Concrete •Aliphatic hydrocarbon solvents, gasoline,kerosene,fuel oil,let luel.G, 77'F (Total DFT-6 12 mils) ja Fresh water and sea water up to 1151o Potable wafer t or 2 coats Hi Solids Catalyzed Epoxy 06 mils DFT/coat Resistance to fumes,splash and spillage E Galvanized(Rusty) •Acid and alkaline salt solutions SEVERE (total OFT--10 16 mils) •Aromatic hydrocarbon solvents, glycol ethers, alcohols, selected chlorinated i coat TILE CLAD II Hi Bild Primer a 4 mils OFT solvents:SEVERE I or 2 coats Hi Solids Catalyzed Epoxy !a 6 mils DFUcoat •Lubricating oils,cutting oils anima'and vegetable fats and oils SEVERE F Galvanized and Aluminum(New) •Skydrol:SEVERE (Total OFT=6 3 12 3 mils) •Weak solutions of mineral and organic acids. SEVERE 1 coat Wash Primer Green, P60 G 2/R7K44 V 03 mils DFT. •Selected colors may bo afferted by specific exposure environments Consult your I or 2 coats Hi Solids Catalyzed Epoxy®6 mils DFT/coat 31 01 a ;,dr CITYOFTIFARDPLAN CHECK AP PLICATION ..OMMUNrTY DEVELOPMENT DEPARTMENT ClTYOFpvARD PLAN CHECK # 13126 SW Hd oWP.o.Bay 23W- oREooN PERMIT # T'98M,O OW MM(609)6X4176 OATS ISSUED JOB ADDRESS: ��`,U `.�GfZ1�I�L'lct„ � • SUB: -- TAX MAP/LOT _ LOT: —VALUATION: LAND USE- OWNER SE=: 1p� OWNER NAME: —L2 E 7h SPECIAL NOTES R ADDRES ' Lit c�Lf( REISSUE OF: LAST REISSUE: __ z�—--- ------ FLOOD PLAIN/ — PHONF: SENSITIVE LAND: - APPROVALS REQUIRED ` CONTRACTOR a C'�' , i NAME: u7c PLANNING: `._�� cv v r;r�1 Q ENGINEERING: ADDRESS: � �►�/,_ =� �)l` S-L- FIRE DEPT -4- OTHER; .OTHER: PHONE: �_ Co 4� - ( ' 7 ar S'$Y r•7 � .---.�(` — ITEMS REQUIRED ARCH/ENGINEER LIST/SUBCONTRACTORS: NAME:: �Rnf��'Z � BUS TAX: ADDRESS -- � '� �� CALCULATIONS: -��-�-- `� TRUSS DETAILS:— _ _ PARKING PLAN: PHONE: ;� c LANDSCAPE PLAN OTHER: COMMLNTS: I - PERMIT # ACCT # DESCRIPTION 10-432 00 Building Permit Fees AMOUNT AMOUNT PD. BAL. DUE 1 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees --- 10-230 01 State Building Tax (5X) '--� Building Plumbing Mech 10-433 00 Plans Ch,-ck Fee - Building 1. LI Plumbing Mech 30-443 00 Sewer, Connection (20X) 30-202 00 Sewer Connection (BOX) 30-444 00 Sewer Inspection 51 ^AB 00 Street System Dev Charge (SDC) � -- 52•-.49 01 Parks I System Dev Charge (PDC) 52-449 02 Parks II System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 10-230 09 TRFD (95X) 10-451 00 TRFD (5%) 10-230 06 Washington County Fire #1 (95X) 10--451 00 Washington County Fire #1 (5%) 10-220 00 AmAr•t/Wedgewood - —`- TOTAL - /� REC # �y - ---fie____ APPLICANT Rec a i ved By: -, L.l i,l.o-,,, ---- ---- - --- Date Received: :µ i V CITY OF TI CARD PLUMBING Pial s� Bi Applicants must hold 0mgori Registration to Conduct a plumbingPERMIT Tigard tR 97223 business or must be property owner/operator not hiring outside help. 633 175 Name DevWepment Plumbing Permit No.� • DegmPtion Job W 'L� ORS 914 21610 DUAN. PRICE AMI Address Tax Map.No. — Biosis Subdivision FOCTURES--- -- Sink 7.50 ,s() ams or name of businesslLavatory 7.50 Tub or Tub/Shower Comb. _ 7.50 sting ress _— i♦ Shower Only 750 Owner City-�' -- zip — WaterCbset -- --- - - --- 7 r!o Dishwasher -_ _ _ 7.50 — Phone Garbage Disposal 750 Name Washing Machine- - -- - 7.50 A _ _ at mg Floor Drain 7.50 ress Phone Water Heater / -- - 7.50 Occupant ChY�Stale - Zip Laundry Room Tray _- _ 7.50 Urinal - 7.50 7,fv � Otter ixxlures(Specify) 7.50 rq rose ' SLYLZ Z�r 5i�1/� - 7.50 ? O hone I Contractors SC c/ /��r7irf7-�✓1 ✓c 7.50 > v I Cfly/St a �*'-' l 7.50 MISCELLANEOUS �) Cly Bus.Tax No Sewer 1 st 100' ---� — 30.00 tale s. tale s o, Sewer-ea.Addit.100' _ 15.00 p (R tial) Waler Service 1st 100' �— O 20.00 1 hereby acknowledge that 1 have read this application,that the Infwmatlon Water Service ea.Addit.2a)r _ 15.00 given is carred (�t� to BuGdoes Board,and also Storm b Rain Drein 1 st.100 30.00 have a State gtmn are oo rem.that all - - plumbing work will be done in s000rda M with applicable provisions of Ore. Stormb Ryn Drain Addit.100' ed 5.00 I gon RevisStatutes Chapters 447 and 693 and applicable codes and that _ i - no help wall be employed unless flosnsed under ORS 993.(11 exempt from Mobile Home Space _ _ 25.00 State reglstratlon,please give reason below). Basic Flow PrbverNicr, - ---- HOMEOWNERS-I hereby osrtNy IlM I am Che owner of Che property de- Device«Mtl-Pollution Device ;.so p scribed above.at which location I p Woes to maks a pkanbirp Installation!or Any Trap or Waste Not --- `t my own use and Chea properly Is not being constructed ler sale.Wase or rem (34n neActed to a Fixhxs - -- -- -- 1 7.50 Catch Basin _ 7.50 kwp,of ExW.Pkxnbing — 40.00 Per Hr. - = Specialty Requested Inspedlons 40.00 Per Hr tm Pkbing W thin - -- an Exletlng Bldg. 15.00 min. AUTNOf11ZED SIt3NATURE — —� Date New Bldg.or Build.Addltlon ,.QO min. [Dere work ❑ edditian alteration[jnew - U-dM a L3rTml repair❑ Ci.p11i -- ne rn_sidential non-residentialV 15.100 Eldstktp use of --- hAld V«aaporty a�we of pop«ty- - _�T Vh MWHA W — l$" NOTICE n, m.rnoad wfM1ln 1t10oon.anx�llor►sutlh«liw r not otxr► '�-0 � a period d f b dWOW M oemttttnr MM«wok M ttwfxw W«abandoried for ori r any lima lifter wdtc Is 00MOR vhoed. 8"CLAt_00"Off Q" t — ----- Date Issued -- by --- - - - - i i x a` wa+c+a9 _,. y.it�AdihskRa°e �0117N1a &tFYrRrbii . y Aft— J i I ��Ar15��'+ F" Yi �14MVvaSpNPe* ipJ' dr�M �+ y6 +r1b<gar" `�kM°RpM+l9K9M""�. "�"Iry/ • ry � �jlr� �S.-"� .�3VI�f�a�l y � +thy �� _n,��{✓ ��,r,�r�, R • { w ti :ry GETHSEMANE EVANGELICAL LUTHERAN CHURCH i REMODEL AND ADDITION 1988 V �1 x� JOB NOTEBOOK Y ` DARRFL "A O.W.KRAXBER(.ER BEAVERTON,OREGON F OF a DARREL 0_ W. KRAKBERGER, A.I.A_ ARCHITECTURE AND PLANNING 12900 SOUTHWEST HACKAMORE COURT BEAVERTON, OR 97005-7238 PHONE: 503 641-5299 �x JUNE 6, 1988 y ;�3 . .l a : ,�. rt GETHSEMANE EVANGELICAL LUTHERAN CHURCH REMODEL AND ADDITION 1988 JOB NOTEBOOK GENERAL GEHERAL CONDITIONS- The ONDITIONS- The General Conditions which are included and are a part of Standard A.I.A. ► Document A 107 - "Abbreviated Form of Agreement Between Owner and Contractor for Construction Projects of Limited Scope where the basis of Payment is a Stipulated Sum - 1978 Edition" are hereby included as a part of this Job Notebook. ADDRESSES AND CONTACTS: • Owner: Gethsemane Evangelical Lutheran Church 9640 Southwest Greenburg Road Tigard, OR 97223 t Architect: Darrel 0. W. Kraxberger, A.I.A. Architecture & Planning 12.900 Southwest Hackamore Court Beaverton, OR 97005-72.38 Ph.: 503 641-5299 Structural Engineer. Otto H. Van Walsti jn, P.E. Van Walst,jn Consulting Engineer 610 Southwest Broadway Building - Suite 602 Portland, OR 97205 Ph.: 503 222-3452 GENERAL REOlilREMENTS SOUL OF THE PiPQJECJ Work in this Project includes preparation of the site including utility revisions and parking lot revisions for the construction of a 2,650 sq. ft. aadition and the minor remodel to an existing 25 year old church building. Addition is to be a one ( 1) story wood frame addition with a flat built-up roof, wood siding to match the existing building and will house a large Fellowship Room and smaller Classrooms and service areas. Existing Rest Rooms will be remodeled to provide one new Rest Room with access for the disadvantaged. COORD I NATI; Contractor Shali coordinate the work of 311 crafts and sub-contractors for the proper execution of the Work, including any Owners work crews and separate contractor.; that the Owner may elect to have do portions of the Work. Such work as may be done by the Owner and/or separate contractors hired for such purpose by the Owner shall be negotiated and determined prior to finalizing a cost of the Work. Contractor shall be eniitled to be i 2. compensated for his coordination of such separate persons or groups. Contractor shall verify all conditions and dimensions as shown or as exist and shall report any inconsistencies to the Architect prior to commencing any work on the Project. Drawings are diagramatic and may not show every detail of the work required to complete the Work of the Project. !` CHANGE ORDERS_ Any adjustment to the Scope of Work after the Contract for Construction has been signed will be accomp lished by a Change Order which shall be 9 prepared by the Architect after receiving approval of all parties. Contractor shall be allowed a reasonable allowance for overhead and prof it for such Change Orders in the amount of not more than 156 when work is added to the Contract and shall deduct a like amount minus the cost of his coordination for deletions from the Contract. No work shall be undertaken and no changes in the Work shall be made without compliance with this requirement. STANDARDS AND REGULAT ONO Any material or operation specified, by reference, to the published standard shall comply with the latest and current specification or standard listed The State of Oregon Structural Specialty Code and Fire and y, Life Safety Regulations, 1986 Edition, is in effect and is the controiing code for this project as interpreted by the City of Tigard. GUARANTEF All work on this project shall be guaranteed to be free from defects in materials and workmanship for a period of one ( i) year from the date of final completion as determined by the Architect. Defective work and for materials discovered during this period shall be replaced or repaired promptly with as little inconvenience to the Owner as possible by the Contractor or his sub-contractors at no cost to the Owner. STORAGE OF MATERIALS. All materials on the site shall be stored in a safe and adequate manner so as to prevent damage from equipment, workmen, weather, other natural �d hazards and from the Owners use of the property. Materials which absorb moisture shall be stored up off the ground and properly covered for protection or shall be stored in an enclosed area. Owner shall designated an area of the site close to the Project which shall be used for all storage. r s`` atJQPP DRAWINGS, PRODUCT DATA & 5AW-LE,5: All shop drawings and other submittals required shall be submitted on a timely basis after having been checked by the Contractor for field { measurements and compliance with the project requirements in order to avoid delays in the Work. r SCHEDULE OF VALL FS- Contractor shall submit to the Architect a schedule of values for the relative divisions of the Work after the final price has been negotiated and the Contract for Construction has been signed. Schedule of Values will be used as a basis for evaluating and approving Contractor's application for M:* '. ::r1.N'AYYAIGG71¢:.M9ku5N%�PH#.:quaVs. M'o:...,.., . .......,.,.. ..,.rY:u:ik76FV'YtG4..»,W G'-uriY,•r... ,.,,-� r: i. P 3. periodic payment. TEMPORARY FACILIT'fa- Y Coordinate with the Owner a location in the existing church for a project office to be used during construction. All job records and the permit set of • the Drawings necessary for review by parties to this Project for the r conduct of the Work shall be kept in this location. Provide a separate business telephone at this location for use by construction personnel during construction. Owners phone will not be used r at any time by any construction personnel. Owner will furnish and pay for all water and power necessary for the Project from existing services. Workmen will use the Owners existing Men's Rest Room during working hours. Rest Room will be kept clean and free from debris, mud, dust, etc. and will be cleaned regularly by the Contractor. Care shall be taken to see that access to this area is controlled and is locked at the end of each working day. SAFETY AND CONDUCT OF THE WORK Contractor is responsible for the Work complete and shall coordinate the work of all parties and d.termine the sequence of activities necessary to achieve this end. Contractor is responsible for compliance with all laws and regulations dealing with the health and safety of all workmen on the Project and the ' public in general as the work effects them and shall be solely responsible ;< to see that all work is conducted in a safe manner. Contractor is ti4a. responsible for the design and construction of all scaffolding, staging, 9 9� "v barriers, temporary barricades, support systems needed prior to completion of vertical and lateral load systems and for the protection of the public and workmen during construction. Contractor shall keep the Owners existing facilities safe from unauthorized entry during the Work of the Project. Contractor shall provide adequate fire suppression and first aid equipment during construction and shall take all measures prudent to prevent fire. Construction and demolition debris will be removed daily and !{ not be allowed to accumulate in the work area. Storage of such material can be on site in an area where Owners existing facilities or adjacent facilities are not threatened if such material should catch f ire and shall be disposed of in a legal manner off site. y Contractor shall protect the Owners existing facility from dust and weather damage, shal i take measures necessary to prevent undue heat , loss, shall protect the facilities from construction related damage, shall protect existing landscaping and paved parking areas not affected by construction, shall protect all existing glass which could be damaged during construction and shall repair or replace at no cost to the Owner } such damage as may result. 515,TITUTIONS i Notwithstanding any reference in this Job Notebook or on the Drawings to any u. ' 'ale, devise or product, material, fixture , form or type of i 4. construction referenced by name, make or catalogue number, such rere;'ence shall establish a standard of quality and may be replaced with an equal item if in the opinion of the Architect such item is indeed equal. Requests for substitutes shall be in writing backed up by such information k. • as may be necessary for the Architect to make an adequate evaluation. His written opinion will be final. INSURANCE: The Contractor shall take out, pay for and maintain at all times during the execution of the Work under this Contract the following forms of Insurance. Insurance policies shall name the Owner, the Arch Itec and his Consultants as additional insureds and shall Indemnify same against negligent acts of the Contractor during Construction of the Work Statutory Workman's Compensation Insurance and Employers Liability Insurance. Sub-Contractors shall provide the same coverage. Bodily Injury Liability and Property Damage Liability Insurance The Owner shall review his Property and Fire Insurance and shall cover the work as it is completed against all losses which may occur to the full value of the completed work. Owner shall also provide adequate coverage against third party claims for injury by workmen or by the public or the Owners own use of the area during construction. PRDJECT CI.5}5F-Ot1I: Owner may occupy and use the project once it is substantially complete and safe for use. The Architect shall inspect the area prior to such use to determine any work not completed and shalt make a list of such work to be completed or corrected. Occupancy of substantially completed areas does not relieve the Contractor in any way from completing or correcting ` defective work found to be in non-compliance with the Contract Documents upon final inspection of the Work. The Owner shal l protect the Contractor against any damage that may be caused by occupancy prior to final completion and shall cooperate in expediting the work to completion. No work shall be covered or enclosed until properly inspected, tested and approved as required by code, the Architect or Structural Engineer or any interested building official having jurisdiction. All equipment installed under this Contract shall be properly isolated from the building structure so that no vibration or noise is cr--ated and none will be allowed. Provide all guarantees, manuals, warranties for all equipment furnished under this Contract, as-built drawings of all work for the Owners records and Waiver from lien forms from the Contractor, his sub-contractors and suppliers releasing the Owner from further monitary obligations after final payment. CLEAN UP: Contractor is responsible for the following clean-up at the completion of the Work: Clean all painted, decorated and stained surfaces including water i 5. ' washing exterior walls. Damp mop all resilient floor covering. Waxing and polishing will not be required. t Clean and polish all hardware, fixtures and equipment installed in this 0 Contract. Remove stags, labels, dust, paint, etc. Remove temporary protection and all construction debris from the job site and dispose of the material in a legally approved manner. s Clean and polish all glass in the Contract area, any glass replaced in the existing area and any glass which has become dirty due to construction activity. Contractor is responsible for glass breakage caused by � L construction activities until work is completed. ' Vacuum clean all carpeted areas included in this Contract. s Touch.-up all paint mars with matching material. All exposed exterior and interior surfaces shall be clean of all marks, finger prints, scratches and dents and be left free from dirt, stains, soiling,and defacement of any kind. f SITE WORK SCQPE Provide all dernoiition, excavation, filling, rough grading, drainage and related items necessary to complete the Work. The intent of the Drawings „1 and details is to show the intent of the Work and may not cover every detail of the Work. rl FMIN.GAND EXCAVA"f The Owner will remove all landscape material from the site of the Work to the top of the ground. Remove all topsoil in all areas which require a change of grade or where hullding, sidewalks or paving is to be constructed. Stockpile clean topsoil a on the site in an area designated by the Owner for later use in backfilling. Remove all organic material and rubble from the site and dispose of said material in a legally approved manner. r Protect all landscaping to remain from construction damage. Excavate to depths required for all footings, concrete sidewalks and c paving areas. If footing areas are over excavated, fill with concrete of same strength as footings or with engineered fill compacted to 95% per AASHO T-180. Do not excavate closer than 2: 1 slope between footings. Clean all footing excavations by hand both before constructing formwork and just prior to pouring concrete to remove any loose material. Footings shall rest on firm undisturbed soil. i Soil bearing Capacity is assumed to be 1,500 psf total load for design ! purposes. l Backfill all excavations as soon as practical after work has been ' completed. Backfill to rough grades (to within 12" of finish grade) in 8" lifts to 95% AASHO T-180 compaction under areas to be paved or to have i I idewalks. Use topsoil for all exposed areas within 12" depth of final yy 1 M4' 6. grade. DEMOLITION In existing building, remove all existing work and items shown on the + plans to be removed or required for completion of the Work. • Prior to starting demolition, review with the Owner all items to be removed under this Contract and determine the disposition of such items. All items which are to remain the Owners property shall be carefully removed and delivered to the Owner for storage in the existing building as directed. Items which the Owner no longer desires shall become the s property of the Contractor for disposition as he sees fit. Construction and demolition debris shall be removed promptly from the site and disposed of in a legal manner. New work shall be completed to the point where the new Men's Rest Room is in service for the Owners benefit prior to demolition of existing Rest Room areas so as to cause as little disruption in the Owners use of their 4 facility as possible. Contractor shall protect existing facilities from damage caused by demolition activities. Contractor shall take every precaution deemed necessary to protect workmen and the public using the existing facility from harm during demolition. Deactivate all utility lines in demolition area and have trained persons standing by to assist in any emergency. Cover all wires and utility lines which are exposed during demolition in an approved manner. Take extra care to prevent f ires and have suppression equipment close at hand. Take precautions to keep onlookers out of areas where demolition work is in progress. I Due to the age of the building, products which contain Asbostos fibers may be present. If such is found to be the case Contractor shall comp) with current procedures for the removal and disposition of the material. Any extra costs incurred, if any, for such removal will become the responsibility of the Owner. SITE PAVING. Parking Lot: j Treat sub-grade with a soil sterilizer to prevent growth of organic materials. Place a 6" thick minimum base of dense graded 1 1/2" minus gravel and a 2" thick leveling course of 3/4" minus dense graded gravel on firm undisturbed soil. Place and compact in 3" lifts for Lase and full depth for leveling course with a minimum 10 ton roller. Pave with a single lift of 2 1/2" Class 'C' dense graded asphaltic concrete rolled leveled and compacted. Slope to drains as shown on pian. Overlay existing paving shown with a single lift of 1" minimum Class 'C' dense graded asphaltic concrete rolled and compacted. Clean surfaces with a power broom sweeper prior 'Lo paving and coat old paving with an approved emulsion binder just prior to paving. .... i ..•vaar,�gg;pyp,pygp�c.. 7 Provide 3" wide parking lines as shown on the plan Paint with a quick Y drying medium oil alkyd traffic paint in 'white' color. i, Sidewalks: Treat sub-grade with a soil sterilizer to prevent growth of organic • materials. Provide a sub-base of 4" thick 3/4" crushed rock or course sand which is free draining and compacted to 959 AASHO. Pave with 4" thick concrete with minimum 2,500 psi strength. Finish with a medium broom finish normal to traffic using a wire type broom. Tool all edges with a smooth steel trowel having a scored flange on the edge. Provide expansion joints at all edges that abut foundation walls, every 20' in the run of the • walk and where walk abuts stairs. Provide tooled fracture joints as shown on plan. 1 Where shown on plan, provide extruded concrete curbs of 3,00 psi concrete. • Bond to ashpaltic concrete with two continuous beads of epoxy resin. Provide cold joints @ 20' o.c. maximum and weep holes or breaks in curbs where required to provide drainage. SITE DRAINACE� Provide code approved catch basins where shown on plan to collect surface water and direct it to drywell. Provide 4" diameter corrugated plastic tubing at the base of all foundations, perforated or unperforated as required. Provide nylon silt screen around perforated sections. Tie roof drains into this system and drain to drywell. 1 Provide code approved drywell in location shown on plan to receive and dispose of surface water from paving areas, roof of the new building arid from foundation drain. CONCRETE RFTF Ready-mix concrete to be 3,000 psi at 28 day min. with a 4" maximum sump. Placement shall be within 90 minutes of mixing max.. Place in well supported forms as close to f;nal position as possible to avoid segregation of materials. Vibrate concrete only until the concrete is well consolidated and all voids are filled to blend castings and eliminate surface aggregate pockets. Exposed surfaces are to be even, free from aggregate pockets, honeycomb or air bubh les. Place in properly prepared forms and clean footings which are free of all foreign material. Tnoroughly coat wood forms with release compound ' before pouring. Daripen earth bottoms to reduce moisture loss. Provide a standard smooth surface finish on all exposed concrete. Broom finish al exterior walks and stair surfaces used for walk In . Provide F g o ide all nosings of stair treads with a 1/2" radius using step edger with 4 safety grooves. Double steel Lrowel treads and provide a medium broom finish normal to traffic using a wire type broom. tool all edges with a smooth steel trowel having a scored flange on the edge. 8. All reinforcing steel to be placed per A.C.I. codes and standards, to be A-615 grade 40. Concrete slabs to get welded wire mesh, A-185. Maintain proper clearances per A.C.I. codes. Lap all continuous bars 30 bar diameters minimum. Provide corner bars at all wall and footing corners, � with 2'-0" length min. in each direction. Stagger laps in adjacen'L bars and off-set 2'-0" min. horizontally. MASONRY - NONE THIS CONTRACT METALS 40 MEJALS GENERAL Submit Shop drawings showing dimensions and details of all metal connectors, railings and other necessary items required. Verify all dimensions and coordination with work of all trades. Standard metal connect.-s and other items referred to by name and number in the drawings need not have shop drawings or require approval. Shop coat all surfaces not embedded in concrete or galvanized with Rust- Oleum No. 678 Primer. Touch up all abraded areas after installation. BAUINfa Pipe railings shown are to be 1 1/2" diameter steel in configurations shown on drawings. All joints shall be welded and ground smooth. Set railings it concrete pockets with 'pour-rock' grout. { TRUCTURAL STS; A-36 fabricated in accordance with AISC manual, latest edition, and UBC Standard 27-2, Structural Tubing in conformance with ASTM A500 or A501, A-36. Base plates to be furnished with anchor bolts with leveling nuts. Base plates to be leveled and set true to line without slotted holes. WLI5: ASTM A-307, with standard plate washers under all bolt heads and nuts in contact with wood. Concrete to wood anchors bolts to be 5/8" X 10- 4-0" o.c. maximum spacing unless shown differ eptly on plan CONNECTORS. Tie straps, framing anchors, hangers, stirrups, column caps, column bases to be 'Simpson' or as detailed. All joists or beams framing into (not bearing on) beams, headers or girders shall be supported with 'U' type 'Simpson' joist or beam hangers. When hangers are used, nalI fully in accordance with manufacturer's recommended schedule. CARPENTRY GENERAL: All lumber delivered to the site shall be stored 6" above the ground and , Protected from weather. Any material in permanent contact with concrete surfaces and all material within 12" of ground surfaces under the building shall be pressure treated. Treatment to be vacuum pressure process, AWPI, LP-2 above grade and FND w a i 1 9. for sills, plates, sleepers , etc.. All framing lumber to be Coast Douglas Fir or Hemlock Fir. Lumber species and grades are to be as follows (minimum allowable standard): Joists, beams, stringers Douglas Fir No. 2 6" nominal Beams, stringers Douglas Fir No. I Bucks, blocking, bridging Douglas Fir or Hem. Fir No. 3 Studs Douglas Fir or Hem. Fir No. 2 Sills, sleepers, plates and nailing blocks embedded in or in contact with concrete Pressure treated Douglas Fir No. 2 • Posts Douglas Fir No. I FLING ' Stud walls to be 2 x 4 or 2 x 6 @ 16" o.c. as shown on Drawings. See note on Connectors for support requirements. Provide solid 2 x fireblocking in walls at f loor and ceiling lines and in all other concealed spaces to provide blocking at 48" o.c. maximum including all exterior walls. Block solid between joists at all exterior and bearing walls. Lap plates a minimum of 48" at splices and nail per schedule found in this section. All cute in plates shall occur over a stud. Provide cross bridging as shown on framing plans. PLYMMD, SHEATHING Material, APA Rated 'STURD-I-FI.00R' EXTERIOR, for 20 o.c.. max, joist spacing,3/4" T&G floor, APA Rated SHEATHING, EXTERIOR 24/0, 1/2" for walls & 32/ 16, 5/8" for roof. See nailing schedule for nailing In addition, floor sheathing shall be glued with an approved moisture resistant glue meet Ing APA Spec. AFG-01, with a continuous bead on all support members that the sheathing contacts to prevent uplift and squeaking. lI��LAYM NT Underlayment shall be 112" particle board underlayment in all areas which will receive carpet and 112" APA Rated Underlayment EXP05URE I in all r areas which receive resilient flooring and are subject to moisture. i Install underlayment at right angles to the floor sheathing leaving 1/ 16" space between sheets and a 1/2" space at all walls. Fasten with annular threaded nails or with 1 1/4" staples. SIDING: Exterior siding to be APA Textu, ed 1 - 1 1 (T- 1- 11 ) pattern f it faced Plywood, Class 303-6-W, 5/8" thick w/ 114" grooves @ 4" o.c. to match t exist. Nail per manufacturer's recommendation. Sheets to be as long as possible w/ concealed horizontal joint (behind fascia) using Z' mtl flash. MAILINGSCH ) I Nailing shall comply with Table 25-0-14AILING SCHEDULE as found in the current code or with the following, whichever is more resirictive: ` CONNECTION: MINIMUM NAILING (COMMON): Joist to si I I or girder, toe nai 1 3 - 8d Bridging to joist, toe nail ea. end 2 - 10d w MCAT.ser.•.... T`MWMr-r•N r awl • 10. Sole plate to joist or blocking face nail 16d @ 16" o.c. Top plate to stud, end nail 2 - 16d Stud to sole plate 4-8d toe nail or 2- 16d end nail Double studs, face nail 16d @ 24 " o.c. Double top plates, face nai I 16d @ 16 " o.c. Top Plate, laps and intersections face nail 6 - 16d (Lap 48" min.) Continuous headers, two pieces 16d @ 16" o.c. along each edge Built-up corner studs 16d @ 24" o.c. Plywood Roof 8d @ 6" o.c. @ edges & 12" o.c. field Floor 8d @ 6" o.c. @ edges & 10" o.c. field Walls 6d @ 6" o.c. @ edges & 12" o.c. field Roof trusses shall be by Trus - Joist Corp. in the sizes and configurations shown and shall meet all current code requirements. Manufacturer to supply all pre-notched plates, bridging, blocking as shown on the framing plans or required. Other manufacturers by approval only. FLOOR JOIST. Floor joist shall be Trus-Joist 16" TJI 35-OX joist spaced @ 16" o.c. as shown on the Drawings. Manufacturer shall supply all necessary blocking panels, bridging and web stiffeners as required. The joist shall be full length as shown. Other manufacturer approved 16 W5I 424 x2100f as dist. by Western Wood Structures, Inc.. See Drawings for Design criteria. FINISH CARPENMt Include all casework, countertops, shelving, enclosures and standing and running trim. Work to conform to AWI Cusum Grade as set forth in their latest published edition of the "Architectural Woodworking Standards and Guide Specification" F' Material for interior trim shall match existing for pattern, type and finish In as much as that is possible. Submit sample of finish for approval. Casework to be all wood, flush overlay style with plain flush doors and drawers in configurations shown on plan. Modular cabinets may be substituted for custom work if approved by the Owner and Architect. Submit sample and material in support of a request to use modulars. Countertops to be APA Rated A-B INTERIOR, 3/4" and EXPOSURE 1, 3/4" in areas subiect to moisture (vanity counters and around Kitchen sink area). Cover in 1/ 16" plastic laminate with mitered self edges, and matching back splash, applied to countertops and wall with contact cement or adhesives in accordance with manuf. specs., metal trim at exposed edqes. Custom casework shall include the following hardware: Meavy duty ball bearing side guides at each side of all drawers (K & V 1300 or equal) Nylon bearing heavy duty door hinges, two per door (four per. tali doors) i : r r. TOP 11. openable to 175 degrees and self closing at 20 degrees Ives No. 325 magnetic catch, one per each door. Hardware where exposed to be US- l OG - Wed Rubbed Bronze f inish. See Painting section for finish specification. THERMAL AND MOISTURE PROTECTION Y620R.@AR : Install 15 Ib. asphalt saturated building p ,per over exterior plywood sheathing. Install horizontally in shingle pattern with 6" minimum laps both horizontally and vertically. Install .006 mil. black polyethylene sheet over the entire ground surface in the crawl space under the new addition, extending the sheet 12" minimum up the foundation walls ai the exterior, over all Interior footings with 8" laps at all joints tapped and weighted in place with gravel, to provide an unbroken and continuous barrier. THFRM INS111 AT-I & Install R- 19 foil faced batt insulation in all exterior walls, R-30 kraft- faced blanket insulation in ceiling spaces as shown on plans and R- 19 batt Insulation in space betwetri floor trusses in the floor system. Insulate around all rough openings, sill plates, rim joists, plate penetrations and corner with foam insulation. Insulate al I pipes and ducts per code. A�QUSTICAI INSUI AJ Qd; Install 3 1/2" fiberglas batt insulation in all sound walls shown on plan L (type C) and in all new walls of Rest Rooms. Ml l L1 UP ROQf ING: Install the equivale,it of a 20 year bondable built-up roof with reflective protective coating. Roof deck shall be clean and dry prior to and during Installation and care snail be taken to do roofing when temperatures will not affect the process. All cant strips, roof penetrations, flashings shall be installed and in place at time the roofing is applied. Notify Architect L prior to installation. Submit sample specification to Architect for approval. Single ply cold process roofing will also be considered if cost effective. Upon completion of the work and before final payment, the Roofing Contractor shall issue to the Owner a water-tightness guarantee covering period roofing and flashing materials and installation fora p iod of not less than two (2) years from the date of final completion. During that period all necessary repairs shall be completed promptly upon notification at no cost to three Owner. C� /�5H1hk1 Instal min. 26 ga. Galvanized iron reglets, cap and counter flashings, leader boxes and downspouts as shown or as required. Use flexible neoprene premolded rubber boot flashing at all pipe Penetrations through roof. Adhere to roof membrane with approved I-W a 12. bonding adhesive an seal around tops with approved sealer. SEALAK-1 Caulk all joints to provide a watertight and airtight seal. Joints greater than 3/8" in width or depth shall be filled with a backing rod compatible • with the Sealant being used. Set exterior edges of all thresholds and all Tilurnoilourn window f langes and tube sections in continuous bead of caulking. Provide the following types of sealants. G E. '51lpruf' sl l scone weatherproof sealant at exterior. 'Thorospan Heavy' for sidewalk joints. G.E. silicone 'Sanitary Sealant' at plumbing fixtures Acrylic latex caulking and neoprene self-adhesive tape for interior and acoustical sealing. w DOORS, WINDOWS AND GLASS i SOW aTAI DOORS AND FRAME: Door and frame construction to conform to SDI-100. Frames to be 16 ga., f 14 ga. for exterior locations and of welded construction throughout, faces ground smooth and factory primed. Install with min. 4 framing anchors per jamb. Frames to be factory prepared for all hardware installation. Interior frames to be drywal l type 'DW' Doors to he 18 ga., 1 3/4" thick, 3'-0" x 7-0" prefitted in frames at factory for hardware, factory primed with no dimples or blemishes on faces. AMD DOORS Solid core doors shall be flush, 1 3/4" thick with face veneers of natural birch rotary sliced and suitable for stain finish to match existing. Hollow core doors to be 1 3/4" thick with face veneers of natural birch rotary sliced and suitable for stain finish. Doors to be delivered to job prefItted to frames and predrilled For hardware. r � ROLL INC, rni INTPD R Supply one 'Cookson' Rolling Counter Door as shown in Kitchen, Type CD8- i -PUSH-UP (Aluminum). Install with furnished standard guides and locking device. Anodized finish and color from standard line ALlk11r1lIM WI NDOW,�, Aluminum windows to be Viking Model 60 horizontal Rolling Windows with roll formed glazing beads, natural anodized finish to match existing windows. Glaze with 1,12" hermetically sealed insulated glass. Furnas'► windows with integral screens. Fixed windows to be standard 4-0" x 6"-8" aluminum rolling door sections glazed with tempered insulated plate glass and fixed in wood surrounds. Finish to be natural anodized finish to match existing. HABQ�ME: Furnish and install all ii.eias of hardware required for completion and for proper, operation of the work. Submit a complete hardware schedule prepared by an experienced hardware consultant listing all hardware and r . I . 13. keying to be used. Key all locksets to Owners existing Master system if possible, provide two keys per lockset and one Y additional Master key. All hardware shall comply with current and applicable fire and life safety • codes. Deliver all finish hardware to job site in original containers • properly marked for installation and with all required templates. Hardware types and manufacturers-, Cylinders and Latchsets Schlage standard duty in design to match existing. '� r Butts 1 1/2 pair per door, 4 1/2 x 4 1/2 inch, bal i bearing botton tip, Lawrence, Stanley • ' Closers Head closers, LCN, Corbin, Rixon Silencers 3 per door minimum, Ives Push/Pulls Cipco, Trimco Thresholds Pemco, Reese Weatherstripping Pemco, Deese Stops and Holders As suitable and required Kick Plates As suitable and required � aLAa See windows for exterior glazing. r. Door glazing where shown, to be 114" clear polished wire glass set in metal frame. Mirrors to be frameless of No. 1 quality 3/ 16" genuine electro-copper backed float plate glass with concealed mountings and polished edges. FINISHES a NERAL: ' Inspect all surfaces to receive finish work reporting unsptisfactory L. conditions to the Contractor and the Architect. Do no work until unsatisfactory conditions have been corrected or remedied. Starting work on any area will constitute acceptance of the area and for correction of any surface defects there-in. Patch to match exist. In remode'ed area. (fy}'1S11DRYW I I Install 5/8" thick type 'X' firerated gypsum drywall in all locations shown on the Drawings. Recycled paper face not acceptable. Use moisture resistant gypsum board in damp areas as indicated. Ceilings to receive Spray Texture(USG Imperial OT Spray Texture or similar) in medium texture. Walls to receive light 'orange peel' spray texture. Tape and finish, sand smooth all wall and ceiling joints, set and finish all nail heads or screw heads prior to a 1 in pp y q texture. Apply no board and da not attempt to finish or tape until structure has been closed in and temporary heat is available for proper drying. ( 1/2" type 'X' over exist. ext. walls now inside.) ACOUSTI _AI rE I L I N ; Install 2 x 4 modular suspended lay-in acoustical ceiling system where shown on Drawings. Suspension system to be exposed T-bar with a I �,�x� { Sol 14. maximum deflection of 1/360th. of the for jest span. Main and cross tees • to have 15/ 16" minimum face and 1 1 /2" web height and he supported with ;. 8 ga. wires at 36" o.c. maximum. Exposed finish to be low sheen white Tile to be 24" x 48" x 5/8 lay-in, USG Auratone NF-1 1 with square cut edge, • with 0-25 flame spread, LR- 1, STC range 35-44 and NCR range .55-30. Provide 4 extra 2 x el tiles to Owner for future repairs. RESILIENT FLQQRING, Install Armstrong Classic Corlon 'Seagate' vinyl sheet flooring as indicated, .085 gauge, in 72" width and continuous lengths. Furnish reducer strips as required. Installation shall be by the 'Permiflor" installation • system. Where used vinyl flooring shall be self-coved 4" up perimeter vertical surfaces with a base radius and a metal top binding. Color as `s selected by Architect. w RUBBER RASE: At locations which receive carpet, provide a 4" high rubber carpet base CARPET: Provide materials and install carpet in ail areas indicated. Carpet shall be installed by the direct glue-down method using maximum widths whenever possible. All edges shall be straight and true and treated to form non-raveling joints. Reinforce all seams with riling or latex carpet backing approved by carpet manufacturer. Install wall-to-wall in continuous runs - no runs may be pieced. Carnet installer will be responsible for correction of any damage to existing or previously completed work which is caused as a result of carpet installation. Base carpet bid on the following basic general minimum specification: Construction: Tufted, corduroy loop texture preferred. Face Fiber: 100% f\ntron Iii CFN with built-in static control Ply 3 Guage 1/10" Rows per inch.: 8.6 Yarn Weight 28 oz. Primary Backing Polypropylene Secondary Backing Jute Pile Height .200" k Flame spread 25 or less per ASTM E-84 Total Weight 62.7 oz. Tuff-bind 12 Mohawk 'Natural Selection' approved. Colors to be selected by Architect from manufacturer's standard line. Provide manufacturer's standard 5 year material guarantee and a one year guarantee on i►;:;tailation. PAINIII�G_u,EdEB'AL: All surfFices to Ce painted shall be in proper conditl,n to insure adhesion and proper functioning of the coat4ng. Attempt no exterior painting during wet or inclement weather or during dusty, smoky or ,ashy conditions. Areas i > J 4444 '� � `� v��'� 'ae� 1 15. to be painted and in the process of being painted are to be clean and free of dust, dirt and rubble. Paint no cement or drywall surfaces until surface is completely dry and cured. Apply caulking, putty or spackle after surface primer has dried. Maintain proper inside temperatures and ventilation • when working. Painting shall be done only by skilled mechanics in a workmanlike manner. All coatings shall be smoothly and freely spread or floated on - free from runs, sags, crawling, holidays or other defects. No succeeding coating shall be applied until proceeding coat is thoroughly dry. Finishes on smooth surfaces shall be carefully sanded and cleaned between coats. Any parts or sur races that are inaccessible after installation or y • completion of the Work are to be painted when accessible. Sills to be finished on all exposed and drop edges. All coatings are to be applied without reduction except as specifically required by label directions. • Adulteration by substitution (in part or all) of a material will not be permitted without authorization from the Architect. A'i defects are to be promptly corrected without added compensation. Finish the edges of all doors to match faces. Back prime all casings and trim prior to installation. { Provide a one year guarantee on materials and workmanship. w PAINTING PREPARATION, Wood - natural or stained, sand smooth and free of all marks or discolorations. Fill voids and nail holes after primer or first coat is dry. Use transparent filler compatible with the finish system - tint to caimouf lage repair. Ftrrous Metal, wash unprimed metal with mineral spirits to remove dirt, oil or grease, remove rust. or scale by wire brush or sanding, remove foreign material from shop primed work where caused by handling and Erection and touch-up shop prime where metal may have been exposed. Galvanized Metal, wash surfaces with mineral spirits to remove oily residue, dry with a clean cloth, dost off residue before priming with approved primer. Wallboard, treat any stains to prevent their showing on finish surface, remove dirt, grease or oil, surfaces to be completely dry prior to painting and all dust from joint finishing and sanding removed. PANTING COATI NGS: Interior Drywall Flat Finish Interior Drywall Semi-gloss rinish: 1 st. coat - Latex Wal I Primer i st. coat Latex Wal l Prirr t- 2nd. coat - Latex Flat Wali Paint 2nd. coat - Alkyd Semi-gloss Enamel Top coat - Latex Flat 'Nall Paint Top coat - Alkyd Semi-gloss Enamel Interior Wood Trim, Casings, Doors, Casework, Etc. 1st. coat - Penetrating oil stain - wipe on, sand lightly 2nd. coat - Sanding Sealer or Filler as required - sa;)d lightly 3rd. coat - Catalized Lacquer - heated and sprayed, sand lightly Top coat - Repeat 3rd. coat s i (kk Yrt Y 1 I Exposed Ferrous Metal (H.M doors, frames) 1 I st. coat - Alkyd, Rust Inhiditing Primer 2nd. coat - Silicone Alkyd Semi-gloss Enamel 3rd. coat - Silicone Alkyd Semi-gloss Enamel a Miscellaneous Exposed Ferrous Metal. Galvanized Metal. 1 st. coat - Red Lead Metal Primer 1 st. coat - Galvanized Iron Primer 2nd. coat - Alkyd Semi-gloss Enam 2nd. coat - Alkyd Semi-gloss Enam. 3rd. coat - Alkyd Serni-gloss Enam 3rd. coat - Alkyd Semi-gloss Enam. Exterior Wood Siding and Trim: 1st. coat - Solid color Wood Stain (material may be machine pre- :j stained prior to application at Contractors option). 2nd. coat - Solid color Wood Stain existing building exterior shall be cleaned, all surfaces prepared for existing wood surfaces and shall receive two coats of Solid color Wood Stain at the time final coat is applied to new addition. SPECIALTIES IS?1LET�LAE�TLII�: Furnish and install floor anchored and wall supported baked enamel galvanized honderized steel partitions in color as selected by Architect from standard colors. See I,lans for configurations. Doors into handicap designated stalls to meet code for clearance. Doors to have nylon bearing butt hinges and door lock. LOUVERS AND VENTS, Provide and install the fol owing types of vents in locations shown on the Drawings. Roof Vents - In 16 locations as shown on roof plan 2/A-4 provide , Gravity Type metal attic vents - Ampcor RV- 150. Foundation Vents - 16" x 6", screened and closeable from outside. Mechanical Vents - by others , mechanical is bidder designed including all necessary vents IDENTIFYING f?EVISES- Provide an('' install the following types of f amed acrylic plaques with screened subsurface graphics. Rest Room door plague - one each for Women & Men, with names, symbols and handicapped designation. TOILET ACC SSORI S Provide and install all toilet related accessories herein specified. Provide all necessary backing and blocking for installation. Bobrick nos. shown. B-369 Recessed Towel Dispenser and Waste receptacle B-2830 Surface Mounted Toilet Tissue Dispenser and Shelf B-132 Surface Mounted Powdered Soap Dispenser B-671 Coat Hook RFW -17 17. B-6206 Grab Bars in H.C. designated W.C. stal Is, 1 1/2" o.d. 16 ga. type 304 stainless steel with satin finish, 42" long at sides and 30" long across rear of stall, mount 33" high with 1 1/2" clearance from wall surfaces. • EOUI PMENT RES I DENElAL j*.PPL I ANCU Residential appliances shown are to he selected and purchased by Owner and sijppl led and installed by other,. t Exceptions (to be supplied and fi,stal,ed per this Contract): • Garbage Disposal - Wasteking Model SS 2600 Range Hood -- Hotpoint JV 634, 36" w/ 3 1/4"x 10" v.t.r. • FURNISHINGS - NONE THIS CONTRACT s SPECIAL CONSTRUCTION - NONE THIS CONTRACT VERTICAL TRANSPORTATION - NONE THIS CONTRACT MECHANICAL. (H.V.A.C. AND PLUMBING) GENERAL The H.V.A.C. system and plumbing system are to be plSi a desi ned. Contractor is to apply an(,' pay for all permits, fees and inspections required. Contractor shad submit a proposal for each system to the Owner and Architect. for review prior to final acceptance of the Contract. Proposals are to include the following information: A Description of the complete heating system, equipment model numbers and manufacturers of the equipment. Note: It is the Owners desire to have a forced air gas fired heating system with two zones, one to serve the Fellowship Room and the other to serve all of the remaining areas in the Addition plus the remodeled Women's Rest Room and ad iacent Of i ice area. Each zone is to be served by a separpce heating unit so than both areas do not have to be heated at the same time. The unit serving the Fellowship Room shall have controls which allow 100% outside air to be surplied without heat to the space for warm f' weather ventilatior. Both heating units will be the type to which air conditioning can be added in the future. Plumbing work is to include all new fixtures and materials except that existing plumbing fixtures may be reused if possible including Water Closets and Service Sink. Water Closets in Handicap stalls are to meet handicap requirements. B. Energy use estimates for the system. Furnaces shall be high efficiency type gas fired , water, heater shall be quick recovery gas fired. .,.. .,.._. :..> :, t....:.w•y: -i,vi';'ly.+.6„'eNA,."lo- '1 •P,.�1-.'.,�.1 f rtGK, .s P �' v ' 'Ne i,�Z..Lq_v i p IF I " ' 18 C. Any other data that may help the Owner and the Architect evaluate the proposal. Immediately after the system has been selected the Mechanical Contractor shall prepare and submit to the Architect the following information: • Compiete one line diagrams on a background floor plan at 1/8' s 1'-0" minimum scale showing Keating and plumbing systern layouts. Complete heat loss caicu'ations. i Design is to be coordinated with the Architectural/Structural Drawings. Work on those documents shall take precedent. Note that some items have been specified by type and number on the Drawings. HVAC Contractor is to Include programable electronic control system and system balancing in his bid. All work to meet current code. At the completion of the work, provide marked-up as-built drawings of the work, balancing data, catalogues, operating and maintenance manuals for each piece of equipment furnished and a written one ( 1 ) year guarantee on i all equipment, labor and materials. Repair and/or replace any defective work at no additional cost to the Owner during that period. ELECTRICAL U.NLRAL: The electrical system for this project is to be bidder designed. Contractor shall apply and pay for all permits, fees and inspections required. Contractor shall submit complete proposal to the Owner and Architect for their review and approval prior to acceptance of his bid, *Including all pertinent data no.oded to evaluate the proposal. Once the proposal is accepted, the Contractor shall promptly prepare and submit to the Architect the following information: A complete riser diagram. Panel schedule and load summaries. All equipment brochures, fixture cuts and materials list. The Drawings include diagramatic layouts showing desired locations for switches, outlets and fixtures but are not intended to be complete and only Illustrate minimum desired locations. All work shall be in conformance with current code. In addition the following special requirements are to be i considered: In Fellowship Room, light fixtures are to be recessed fluorescent, 2 x 4 4 tube - 40 watt fixtures set in T-bar ceiling system grid Provide two-level switching from 3 locations as shown on schematic plan. Fixtures in all other areas may be surface or recessed mounted, i, ceilings are textured gypsum board over wood framing, submit proposed fixture cuts to the Architect for approval as part of proposal process. Lighting load levels shall comply with current State wattage requirements for public buildings. Coordinate with Owners project representative and provide concealed ;;L C 19. wiring for Owners future speaker system in the new work. Also � provide power for fUtLre ventilation fan to be located in the existing building Provide smoke and products of combustion sensors in two locations as • i shown connected to both an inside and outside audible alarm. See section on Residential kppliances and see Kitchen Room Elevations on Sheet A-6 for equipment to be furnished and for switch and outlet locations desired in this area. y When work is completed, provide complete marked-up as-built drawing of the work showing all work as completed, any catalogue, brochure and • maintenan(;e manuals needed for operation by the Owner and provide a written one ( I ) year guarantee on all materials and workmanship. Promptly repair or replace, when notified all work found to be defective during the guarantee period at no additional cost to the Owner. END OF JOB NOTEBOOK NOTE: This JOB NOTEBOOK is intended to be used with the following drawings as prepared by the Architect Sheet: A-- I Site Plan Dated June 6, 1988 A-2 Foundation Plan Roof Framing Plan Framing Details Dated June 6, 1988 A-3 Floor Plan Schedules Dated June 6, 1988 A-4 Typical Sections Roof Plan Dated June 6, 1988 A-5 Building Elevations Dated June 6, 1988 A-6 Interior Elevations Door/Window Jetis. Dated June 6, 1988 A-7 Schematic Electrical Plan i Reflected Ceiling Plan Dated June 6, 1988 i .. .. .;.,•,.i .,..:.nr, +ii*-zga,l t ... :r,,p. a.:,.:zili,hts_..s.,+.��, r .s 3 i rI SM-MARISA INC:. Joe1`Surveyln8 .1 Planning I SHEET N0 1 os3 NE Cornell Road ,T+ORO.. OREGON 97124 CALCULATED BY(503),1148-3358 n l l 4 CHECKEOBY_--___. L1ATE _ {��t(7r)(iL . .i I V 4•� / ✓-DQ II OI n�-I' ki SCALE 1:7 r. F~t-'. 5 • . G'IZ Edi_. I z`�i 40 40 S� Gam. �� ._ACars—__ :;70 11 330,00 3 0 2 S- 60 ��0 PRQF�s �a 0s 15 I --37 00 C,C,,NE� 09 4403 ,/ � a (rZ tZ 7441oD Z5 2 f 7s 100 OREGON 4-0 00 /(�+ ` �^ 4 �a 7 Z I-7 J QU R05s� j 1 I� +—� �I Oct �. �, .t�E✓� � ZC�; AIND Ott 006�,q `t I � m 14s I Z0 1-7 60 0!)?0L) z 4-o 371-40 1 00 74� Ori I i.. , ... r. - f n.....,, ....... M & M SURVEYORS Boa- JerfS S. Marl:, P.L.S. SMEEI No —__._ __._ OF�__—_ 2263 Northeast Cornell Road HILLSBORO, OREGON 97124 CALCULArEDev_ ___.__ oATE�_�_ 43 (503) 648.3358 / 221-0114 CrrECGED 8Y._ bATE—_— SCALF �? C - Ysrr__NA. Iry 1 L tiiot Ge _.r_h I , N owr v iz, _ UT _ Ave. Tserc?�t.� to ._.�_ _. : v " s T MOST .a� _ u_ o_ F _ d�_ • ' ,i r 2r\�S - c�, 2.0 : .. -r0 t--- IMTn .f�_a_zv2 its G �- �►` — .G�_�as'" " QM1rwfzLL .5H0L)Lc� L t ►o t—h.L r I ! t I I Ic, - tVti�ti 04 CG11CC�i�7�"�_lI Q�Ntctes W,4srE Co :..._ r / 4C51 14,k r �00,)JT' +T'-/ Cf= S 1 I7= 60, Zo ) C71 •�: ..• .'w .•s r..r.rn 11111 IN IN I Af y , 3 f , M & M SURVEYORS Joe Jerry S. Marls, P.L.S. SHEE1 NO _�3 2263 Northeast Cornell Road - __ or HILLSBORO, OREGON 97124 CALCULATED BY—, _ DATE1P (503) 648.3358 / 221-0114 , 1 CHECKED BY__.- DATE SCALE c, a w CA � — vTNC_ _ .Q,_. ►.S C/N(111 c. i 5 i IAV 179, zs 9j� E c. 1 I r7`t IZ Y 1+j E=t_ 1 �V l S S— toP `i7,G4 i l . } t 3 -M & fv1 SURVEYORS Joe R ��C�.-�-(L��=1�.. +► '9XA.� • ' I Jorry S. Maris, P.L.S. SHEET NO -`_T of 2263 Northeast Cornell Road HILLSBORO. OREGON 97124 CALCULATED Sr �/�I DATE-Ir-j (503) 648.3358 / 221.0114 1 CHECKED _ SCALE If V V V �.._. . ..i._. ..;...... _..J _....._._�_._J... _A. ..r.�......_�._.__l.._._.►...._�_ .__ 1 1. _ -._1 -._ � .. .. • _ •f .. .._..."--'J--_. _.._w.. -� i2zp 4e. 2 S'•-7_c i F,_x S i c Ir ; KAI 141A( 0 fz X(ST•. r�12 h 'J ��T R-17 C l 1 t-t F1 1.� '({I�T� fz- I 1Z y ►Z . i fi~ —12 �Gxc C{JC i 1 - (a. 0,j -7 t ( 0 , ZD x 70 X 0, 1,71.) � v3 cL --st_��t- DLI /I 1 C i � Irt_ ! a: .... . c•.... :v. 7 y i' - 1' Table IX - Characteristic Runoff Coefficient Chart Values of coefficient, c Land Characteristic Average Gradient of Terrain Less than 2% 21: to 7 More than 7% ----i! Asphalt or concrete .EiS 0.90 0.95 —� Roofing CO 85 0.90 0.95 Grassy soil 0.20 0.25 0.30 Bare soil 0.30 0.35 0.40 Rainfall Intens ty AIS t The rainfall intensity used in the design and analysis of storm drainage � ! facilities shall vary depending on the time of concentration for tl-e drainage basin that is tributary to the location under consideration. Tables XI and XII show a tabular repr;:sentation of the rainfall f intensities for the 2, 5, 10, 25, 50 and 100 year storm events as a 1 function of time of concentration. Interpolate for values not shown. The time of concentration shall be calculated as the time required for all portions of the drainage basin to contribute to the location tinder consideration assuming the most extensive land use possible. This time Is the addition of the travel time for overland flow from the most remote part of the drainage basin to the headwaters of the conveyance system. p For drainage basins not yet fully developed, the anticipatcd conveyance system must be incorporated to generate the shortest possible time of concentration. Table XII shows the acceptable values for the overland flow travel time. For residential developments use the nominal travel time of 10 minutes r from roof to gutter or use Table XII; whichever is less. I Figure III may be used to compute time of concentration in rural areas, Zone 5 (ref. Table VIi1 ). The travei time In a conveyance system shall be based on the full- Flow velocity of the conveyance facilities. I - The benefits of upstream detention systems shall not be accounted for in I � determining the time of concentration for any storm drain system. i j i t 41 - .. rte_ -_ .. .�Mi ..-r...—.._...—.. .......... . TABLE XII Overland Flow Travel Time (MIN) LENGTH OF AVERAGE GRADIENT OF TERRAIN OVERLAND FLOW (FT) r less 2% 4% 7% more A B C A B C A B C A B C A B C 50 11 6. , 4 10 =5.53, 8.5 4 2 7.5 3.5 2 7 3 2 100 15 4.5 5 13 7.5 - 4 11.5 6.5 3 10 5.5 2 9 5 2 2 20 11 6 17 9.5 5 15 8.5 4 13 7.5 3 12„5 7 2 300 23 13 7 20 11.5 6 18 10 5 16 9 4 14 8 3 r 400 26 15 8 22 12.5 6.5 20 11 6 18 10 5 16 9 4 500 28 16 9 24 14 7 22 12.5 6.5 19 11 6 18 10 5 700 33 18 10 28 16 8 25 14 7.5 22 12 6.5 20 11 6 r This Table is to be used for Sheet Flow conditions cnly. SURFACE TYPE: A Grassy ; B Bare Soil C Rooftop/Paved r r ! A 1 1 - 45 - �1117777 :.. Mu ::`.: Y � TABLE X d1 Rainfall Intensities for East Washington County i (for Rances I & 2 West) Rainfall Intensity (inches/hr) TIME OF STGRM EVENT - YR/(P►ROBABILITY) - f CONCENTRATION 2 5 10 25 50 100 (50X) (20:) (10x) (4x) (2x) (lx) 0 1.90 2.50 3.00 3.4Q 4.00 4.50 1 y _----.� 5 1.90 2.50 3.00 I 3.40 4.00 4.50 10 1.30 1.10 2.20 2. 50 3.00 3.50 15 1. 10 1.40 1.80 2. 10 2.50 2.90 20 0.90 1.20 1.50 1 .80 2. 10 2.40 30 0.75 0.95 1.20 1. 40 1.65 1.90 40 0.60 0.75 1 .00 1. 15 1 .30 1.60 50 0.55 0.70 0.85 1.00 1. 15 1 .35 i 70 0.45 0.55 0.70 0.82 0.95 1. 10 100 0.40 0.45 0.55 0.67 0.75 0.90 180 or 0.35 0.40 0, 50 0.60 0.7.) 0.85 more 43 - e ti, yt ; i (UI%i%I)I .Il it:— of: CII(G 1LAR 111PE 1 l OV11 HG I Ui I t •. :.�:�i._�?. .�;_ ;�.;��`'� �:f'�� L s ,•J� r� 01.7 d, � ti . ci , 41 Ln 1 • � '�-• '•a •• ''+.`� •�;�~`\1�•� �'•��• .,`_!`�Lam`: � .! 4 �..Y �• O a I •�Wr •. N ,' 'O i — 4 J lo �« I � _ . ,• Itl �,l .l �•1' .:•.Itll 1'L'll'I,1. •��11. 1 „•..I.Ic� �'111�� 1:Ic�'ll:l: ES 54 "!1' 2 of a ►.\1.i •111.1�1. �i\�1 11:11. UNIT - - 1�,[ C - 21.51 „. . ., .. ,+� ',�'I. e . c' ..:` i� i� . t,. / � �_ //!/ �� , , � � � � �- �� / i � / �. i .! ”. - '. �: . ,' . :�-. ,, `'< "1 r.(, ry'�� i' -� .r ,� 4: •✓ � ^ / M • �'�' 1, , 7 a � � ,. ��