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9370 SW GREENBURG ROAD-16 —� N ____r LINCOLN 03 -' BUILDING - -- 3 C4 c —� r- ui �' ----- --- u' o w F- lost S-1:'. GREE NBPRG RD. (,> z � 77, to w a 06 ( / a W z W H � O = a Y �+ ?,- _ M CO) lO F '(U�E GOF'I � P 'vldc 12�: �C% 01 M ! ; 2U �I�P p I�� U►zGUI'f1 f- - a 3 ELEVATION Z N N '2-C, J -T, 2.C. HI � ; . �; �� -�. a M z 0 o IL DETAIL NUMBER (�Af-�E1.1 �OVI�Ii %2'' l.YW00►� II i I;• SHEET NUMBER r Gi ►�GL>R'I I* x q- , p�•;�T AT 4 Cov { �" 1N fi��O 6 1 c, N f DOOR NUMBER I I C ,VL LlIT WA F� /M .r Y Iit t HARDWARE GROUP 11OCKSFI A CLOSER ).L OCK:4 T 71A7(;t&E1 z 4.LATCKSEI L CLOSER Sot BUILDING ROOM NUMBER CARP FLOOR FINISH lei z ST+NDARD PARTIT ION O eee. I� / �•i/� RELITE PARTITION 'A STANDARD PARTITION WITH INSULATION r {� +I +121 �( 442 �orzL_ olt2j. Z SPECIAL WALL FINISH tia r> `I DRAPERY 6 PULL LOCATION — yN I ITEMS NOT IN CONTRACT f (�Cd EXISTING FLUORESCENT n n LIGHT FIXTURE Z � .* trt `jam EXISTING FLUORESCENT LIGHT Z 0 I W t +• - Rx�1J FIXTURE RELOCATED Q `' EXISTING FLUORESCENT LIGHT J FIXTURE REMOVED UL NEW FLUORESCENT W (' LIGHT FIXTURE N c WALLWASHEq ix Q f IVAIL I.. SLE `,F'EC, M i j Z ZOO � 0 W M �--� - - - NORTH fI. 0 Xp— m O a l ';V'/IT(,fIF.S for a R h Iar/(Ir, aZ � tnn,II,LT�1 ,b"�I I GHING _. ._ . 1 - �v; .J O ?� Z ApproW �: TELEPHONE OUTLET z O Q F oJ,Can: f?'i;; •, ,- +• �; DUPLEX ELECTRICAL OUTLET � 0 � D. iCLOSTE sQ`. I�, . . i,2�'� .,,,. Z = M Q _ RMANN, CPA 4 PLEX ELECTRICAL OUTLET DATA OUTLET (see rxwfes) By. -•• ��/�i� SPECIAL OUTLET (see Holes) ELECTRICAL d TELEPHONE c _�- FLUOR OUTLET O t I EXIT LIGHT col EMERGENCY LIGHT cl M U. a I THERMOSTAT ., m C) w LU O EXISTING SPRINKLER w Z Y O J U cr Q a w a w EXISTING SPRINKLER RELOCATED U = a ~ Q —_ Tn Q 0 "0--W SPRINKLER .r I ,ec.e .»Ism•,[J. •L UUIMI'. 11JAlATI1I y,,,..EY FIRE MARSMI OFFICE tN% Lih( C.F 9370 SW Greerburg Road . . . . . . . . . . . . • • • • �Pf;efaOVF:D . . o eah: C�NCRe-e Jefferson BLrldir ,j . , . 1 of o4'3 CO!�UITIONALLY APPFiOVEO . (� (.N.I„- ..N O 1,��. .VRNIs Yt$e• lrPPgQYAI OF PLANS I,S NOT AN APPROVAL OF "In,.L_�c e• :.7NTR.;'Qc Z IONS Gla OVERSIGHTS c= ae•.r••. »re•c �a tiAbl YIN YI NIYUN 'r� SEGOLETTER. » - »U- Ih CJ%A •{,' z SEE ».: »�, ,c 0,1 _ _. _. ._.-..N..r.-..I.-... -....._...... y h eG..RTIC:! •Rc I Ll tit-hN`:,. H tE sl,, tINILIR TEW +S�•e•sC n ,I... X 902- 1L)2 1 p If ("is notice appe,::•s cleve1' 111;111 the d�cnrn;nf, lige document is of Inal-ginsll quality• 2/27/97 �Ililllilllll IIIIIIIIIIIII ► IIIIIIIJIIIII ► IIIIIIIJIIIIII! !IIIIII� IIIII i I�i)!Ilj !JII! ! IIII�I►j!I�li ► ! I!Ili!j!til! ! !I!I!I!j!I!i! ! !I !I!I!jllll��! ! INCH MADE IN CHINA is 24 �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII{IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII�1111111111niilnnliilil�nilnlllu1111IIIIIIII�II_II�III111IIIIIIIII IIIIIIIIIIII I {{ I tl I I{ {luninlllnnl nllnnlnnlnlllnl{Innlnn!{n{In{Il.niliiil! . rlrrnlrr 0 N�RrnIT ML N �J r - J QI 2 JEFFERSON BUILDING 1400-2w � 401-2" 5�._�Q,. -- ---— --------- 40,_2, S.W. GREENSURG RU. MEN - WOMEN _ 7 J r l � � 1 z40 o J . 4 i Ir El «+ - I �, Uj CO) •a 49 NORTH REHABILITATION AGENCY � ° S 10 ZO 30 FT NOTES /� �-✓�� =�,,''is nl,��tom,/ L.f U f-{ T ,r. v-r /.'r �,...,4c_ G,.O LEGEND : C. !//JV ' i�IiN ( '•Z� /%Z •.:�.7 Sa..J�/'c��' rs 1'�-/�. 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F�M� �x15�"INr� J��LNI►JI.�- FATG{-I c�A(�1'�r, 1 r-)uPL-Ex o uTl__E-r AT e,*Jl< C Art)IN r__T, Tv PaF- NF •a2" Mc'wWTtrD NUR IZG I-JTA t-L-,(, -,L-a -NT curIc�,F TAc-K SYSTEM s IoO � I�I0u1-JT ati p�ojinM cc OF NEL��%EiZ�AUC,UKPII,�� Tn MA�uFAC.� I.►K�.R�S `�f CC.,II=IGATlow---) 01 ) 15t- r:(-TfZIC.Af_ � TE�EFHUNI= M�.kK�U ''E" ExiSTit•J,6 ' 14 A\L-L- c,vf4STr< uc,T10N To c-0m ►-�( �lITH PrevAI�-I►,t� F_S, 15 A5 a�,,E �� I..,oT-S� Iz ; ��►==T, �'�� r�rlu5 i(o GI-osET p°oR z��"x�'x�' , MATG.H �xISTIN t�: �oRs FWD Fr-A\ML GOAT �,AII-� � �NELF IKI GI-O'SET; APPROVED Fr CONSTRUC-i ION SCALE : I CITY 'GARD 9370 SW Greenberg Road Jefferson Building PERMIT NG. c5'7r,/.,$ SI A' a CRESS `�3'7 v S �✓ r �� -� «� - 2 of ( TITLE x,��r<„„..,.•tsar.,,-., � - _- _ __._- ----- ---_- _DATE ---- -- .. ... ..... ._ .-...r. _., ._._.,.............. . ww.»,..�..a.�..se+tn�nwnrM�arMa!a.,'trWNw�*. `}ti'p:�m'r.�,a"""�k.�.,,.�a��S!�.tiar, ..-..�.._..----�-�--.._��...__,___.—/s• If If this notice appeals clearer than the document, the document is of marginal quality• 2/27/97 WJIIIIIIIIIIII 11 11111111111 IIIIIII�tIIII I IIIIIII�tIIIIIi �IIItII� tllll I IIII!ilJll►II I tIIItIt�lllll I IItIiII�lllll I IItIIII�IIIjI I II►IIII Illilll I 11111 111111111 t t t I t h INCH MADE IN CHINA I , I I I I I 1111111111►IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlilllllllllli IIIlIIIIIIIIIIIillllllllllllllllllllllllllllllllllllllltlll IIIIIIIHIIIIIIIIIIIIIIIIIIIIIItIIIIIIIIiItIIIIIIIIIIIIIIIIIIifill 111,111I1111 filllllll IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIlll(II I� 24X II I FCkMIT I �g7 / N m . Q. r J' -FERSQN BUILDING 140'-2" ._-_._.---------- 40'-2" - - -__ - - -- - _------- 59'-10" 409-2w S.W. GhEENBURG RD, 7-Y1 _ MEN WOMEN l R' O L_► a � m i - -- _ t- - LIL f --� M IL NORTH 0 5 10 20 30 FT LEGEND f Nr�w r=- ixTurtE �X�`Ti►..l�a (�Ica,NT FIxT��RE. � �wIT��-1I►�1C� ��-� c%1I.1�T'Io1J i I Z, QEr0. 2-'K Z' LIL-IHT ffINTOKI— �Ew oIK G01.i�1T10K-IEIK 61RILL , To M,nTc-H 1=xIsT'It.�c. V J O �'I40vIDE CU�,IG:-EF C lJt2TAl1.l -J"RAC.K , ATTaCt`It_;:-r CL I T 00770M OF DR'(WALL (��:riT loN. ► E I FI r TC 5E `_-AME HS POOR f M 5 V LIUHr 1=ucTl-JRF- cN a z z C, NOTES 00 a o UASL- C-''D Tv (_�I MPL�'" WITH Fr<EvAll_I�Aca Uj 5vll_011..1Cal GoplrS �.. 'l ALL MATERI.a• L- � �=�NsTRu�TIv►.1 � -Ait-S, YU , fn MATC,H EXIST 146.4 IM prcovvMEru s t f'�i_�v �,TANpaRD FINISH ISS, Fc u �=✓ HSA E I�' I� �S lU THE ��Cv ST"ANCAkn SYsraM A r- Tb P>F CCDC uoIAT F ►�J I T 4 W O'�.'N�iZ'S MELHAtiI'�A�. �NVIN�EI� ' -} T H r=R Mo STAT`-,�, Tom' r� l-�=t- AT D ,�.t E I��►IT S w ,Tc l-I S WHEk� �'vSSI��L-E, REVIEW �LT"ERp.�aTE t.G�-A7'Ivt�15 WITH TO IM Tia L.� r ICI,1, SCALE 9370 SW Greenburg Road ,Jefferson Building A�2 ' 3of�t3 .......................... •.,. ....._..—.._.. .... awry.,.. .. .. If This notice appears clearer 111,1; the document, the document 's of mni-gimil qm lity• 2/27/97 I IJI�IJIJIJI I� IJIJI�I(IJI1 fJIJIJI�IJIJI I� IjIJIJillIIJIJI IJI(IJI(IjIJI l l( I(!jIIiJIJI I Ijl(Ijlll(i(I I i (IJIJi�I(I(I'I I(I(I(I�I(iJl I I( IJIJI�IJI(I;I I IJIJIII(IJijl IJI (I(IIIjIJF' INCA MADE IN CHINA 1 13 It Ai 124X 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIII�111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII4111�1111111111�IIIIIIIII�IIIIIIIII�IIIIIII11�111111IIIIIII!IIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIIIJIIIIIIIIIJIIIIIIIIIJIiIIIIIIIJIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIII�II ' II "i1MMMMI�tidW4WYF�rwow°"a�r�+^Y".+.w r w»;�,!rr •+tjn- •,••w ws+rx t { A. ry a J• r 4 MMS'.I":YM�• i. SIGN PERMIT f PERMIT #: SGN91-0101 DAZE ISSUED. . . . : 08/06/91 4 EXPIRATION DATE: 1016171 PARCEL: : . . . . . . . : 2S126DB-01300 ZONE. . • C-P } BUSINESS NAME. . : LEGACY HEALTF.' COMMONS SIGN LOCATION. . : 9370 SW GREEVBURG ROAD APPLICAN'./AGENT: CLYDE NELSON BUSINESS TAX NG SII,N: PERMANENT (X) FREESTANDING (X) FREEW " ( ) TEMPORARY ( ) WALL ( ) ELECT.tONIC ) j OTHER ( ) BIT_LT3OAi<D ( ) BALLOON ( ) i SIGN DIMENSIONS. . . . . . : 3 X 14 IE TOZAL SIGN AREA. . . . . . : 36 eq-ft. WALL AREA. . . . . . . . . . . . : sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . : 6 ft. PROJECT10A FFOM WALL. : in. ILLUMINj\T '.N. . . . . . . . . . INT DESCRIPTION OF SIGN: PERMANENT FREESTANT:ING SIGN. 3 X 14 = 36 MATERIALS. . . . . . . . . . . . : PLASTIC EXISTING SIGNS. . . . . . . : 0 9 ELECTRICAL PERMIT REQUIRED: YES r BUILDING PERMIT REQUIRED. . : NO T ADMINISTRATIVE EXCEPTIONS. : N/A v PERMIT FEE: $ 25.00 APPROVED BY: DATE: 08/06/91 i 16, BW 1 u : i 1 i 1 i r y j Permit No. SSA J/J/ O i (-j-TY OF TIGARD SICK+ PHOUT APPLICATION j The applicant hereby applies for a permit for the work irrlicated or as shown in the ' acxx ipanying plaru and specifications. f� Q 9 SIGN IDCATION ADDP.ES.S: _ �� `l�!' �r`',�/�� ZONING: =4E OF BUSINESS: c �E'G� l F_� `�,'�1�� ■� { APPLICANT/AGENT: 7� The City of Tigard imposes an annual Business Tax which must be kept- current on all persons doing business in the City. Do you rresently have a current business tax? YES NO ( ) U.L. Label # PROPOSED SI 2d: (Check as many as a-pply) PM4ANENT ( l/) FRE=ANDING ( 1/f FREEWAY ( ) TEMPORARY ( ) WALL ( ) EL RONIC ( ) BTUD<ARD ( ) BALTDON ( ) SILOdSIONS: 3d D�LMEXPIRATION DATE: T-MAL Slur AREA (sq. WALL KUA (Sq. Ft.) -- WAIL FACE: — HEIGHT (Ft) `r'�`' 1'IaOJEICTZ(lN F'FtOM wAi.a,: --— II11MI QMON: YES (� � Nu ( ; TYPE: _ DOPY: EXISTING SIGNS: — - - ACM NIS7.RATIVE EXCEPTION: i?/A ( APPROVE) ( ) claw MUCH % AREA ( ) 'IEIUU � ) K ANNIIJG D`,'PARTMFNT All sign permits must be acxxxpanied by a scale r'E'r Fee: drawing and plot plan. If work authorized under a sign permit has not been ccmpleted within ninety clays after the issuance of the permit, the permit Ix ._ shall becyrp- null and void. ELWj1RT1".1, P I CERTIFY THAT I AM THE RECORDED OWNER OF -TIE REQrJIRED: YE.S (, NO ) PROPERTY P.*I AGENT AUMORIZED BY THF. OWNER. BUIIDING PEI4iIT RFnUH*-): YES ( ) NO ( Appli is Signature } cp/1MMEIMI' Address Telephone N:\WORD\COMDFV\ S` , 9 mnt s-:m,can,rrinia'.,,�U�04WIrl�rk:g.t, 4un.,y.: dtX l;r4°rarrfU�llt6fnv;r.•an-+, •,._..••...r n-s - �� d, -w_ y. l ill' 1 � 1 i I la, TI 001 � " � I I'lT , i i I i i tt i J �J I • 1 r 1 T J� .-Aid ,',•�'. ;� YAC ...Ire►--� ; i CARDEN'Ho, GRUNBUNG Ro IN * ��f A J d • r, 7 r� tl X14 a 6?Z" r1 , •P /�-.i i I 1 1 i i 5 C.I'TY OF TIGARD - RECEIPT OFF PAYME=NT RECEIPT NO. 191.-.2'19-6�--,7 CHECV' AMOUNT s c.5. 170 NAME s ABLE 51.(3ra,-' CASH AMOUNT s 0. 00 Fd)DRESS n 2007 S'F POWErLE. BLVD. PAYME=NT DATV' 0'7./.„'3/91 y' SUBDIVISION z n PORTLAND, OR 97:'02- 9370 SW RD. N PURPOSE OF PAYMEN1 AMOUNT VIA 11) PURPOSE OF VIAYMEN'f AMOUNT PAID 5I C�PJME�C FTM I f F 9t3N91-•1�i i c�5. 0Q� TOTAL. AMOUNT PAID 00 ;y ` J .k r , t SIGN PI MI PEFXIT #t SGN91-0103 DATE, ISSUED. . . . : 08/06/91 EXPIRATION DATE: If / 6/9/ PARCEL. . . . . . . . . : 2S126DB-01300 ZONE. . . . . . . . . . . . C—P BUS1NZSS NAME. . : LEGACY HEALTH SYSTEMS SIGP LOCATION. . : 9370 SW GREENBURG ROLD 1 APPLICANT/AGENT: CLYDE NELSON BUSINESS TAX NO: SIGN: r PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ELECTRONIC OTHER ( ) BILLBOARD ( ) DALLOON ( ) SIGN DIMENSIONS. . . . . . : 4.5 X 3.5 t! TOTAL SIGN AREA. . . . . . . 13 sq.`t. WALL AREA.. . . . . . . . . . . . : sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . 6 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . , . . . . : INT DESCRIPTION OF SIGN: PERMANENT FREESTANDING SIGN. 4.5 X 3.5 = 15.75 r p MATERIALS. . . . . . . . . . . . : PLASTIC a EXISTING SIGNS. . . . . . . : 0 ! ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO i w iADKINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 ��t Y ' APPROVED BY: _ i DATE: 08/06/91 'i i. C t • r . I Permit No. CI'I'Y OF TIGARU SIGN PERMIT APPLICATION The applicant hereby- .pplies for a perr,dt for the work indicated or as shown in the acoaTanyinr Plans and specific-atiens. SIGPi LOMTION ADDRESS: q539 - Z Q NAME OF BUSINESS: APPLICANT/lU rtr: 1403t,MANY: / PHONE: � The City of Tigard imposes an annual Susie Tiax which must be kept current or, all y persons doing business in the City. Do you presently hkive a current business tax? YES ('l) NO ( ) U.I. Label PROPOSFv ;SIGN: (Check as many as apply) — ---�_ + PERMANENT ( FREESTANDING TU iPORARY WALL ( ) ELECTRONIC ( ) BILLBOARD ( ) BALLOON ( ) ! I SIGN DDUITSIONS: A�X / EXPIRATION DATE: 7C71�►L SIGN AREA (Sq. Ft.) WJT, ).0 F-.A (Sq. Ft.) . _ -- - -- WAIL .CE: --- ' PT — HEICW (Ft) : 9 PRa7DCTION FROM WALL: —-- ---- IIl<,iMMTION: YES (�() No ( ) TYPE: COPY: - k MUERIALS: EXISI7NG SIGNS --�`-- ----- --- --- - �/ AL UM,gIRATIVE TD(CE PTION: N/A ( ) APPROVED ( ) HO I M[XTi AREA ( ) HEIG11T ( ) axMMEN S: --- — --_— —_ PLANNING CPARTMEZU _ All sign permits must be accxx%3ani.ed by a scale Permit Fee: r,y"' drawing and plot plan. If work authorized under Recei No: I- a sign permit has not been rompleted within ninety Apprrn �� days after the issuance of 1 he permit, the perndt Date:_ ="_�."_ shall. became null and void. ELE7CTRICAL PmqT I CERTIFY THAT I AM TF1E REOORDED OWNER OF THE REQ[JIRID: YES NO ( ) PROPM X 9R AN ACENr AUIHORIZED BY THE OWNER. BUILDING P_-T;7 I' REQUIRED: YES ( ) NO ( App i ant's Signature - -- � cp/BKMFERMr Address Telephone N:\WORD\COMDEV\ p` V I t • L'll��ul�l Vr • 6AIENEUA6AD�► , -•rte •i 1. N 1 1 � S V\ v v .I Q >4 �l f H -91 U -r� �i a, i 1 1� C-4 EJ G U sL7 - -� ��.N-- 0. ) i ,I G rY CITY OF' TIG3 ,'RD — RECEIPT OF PAYMENT RUCEIV''T NO. :91-215629 CHECK AMOUNT s 10. 00 PJGiIhE. t ABLE SIGNS CASH AMOUNT a 0. 00 G�II DRk_S S : 2007 SE POWErL.I. BLVD. PAYMENT DATE:: s 07/23/9.i S1. BDIVISION o PORTLAND, OR 97i202-- 9 370 SW GREE~NSUP6 PURPOSE OF F''AYME,-NT AMOUNT FAIT) PURPOSE= OF PAYMENT AMOL,,,JT PAID j ryl6 E'ERMiT F- _9GN91._.101__ 1.0._00 1 i I IOTA!-. AMOUN PAID i J t { 'f f I 1 1 I Y �} 11 . 1.1. 19917 27: 47 ;or 1119$ !Dl��fv .rl t�latn v1 TO ONSIQN LIGHT IN.. , tiuoieotfvd to a strum i ss cr a �O Ps' ncr,ront�l el�+ensla�n first. The IeAqth oaN� � AND p6 otiT ler BO seconaa The q aea crrem pie to thermal shock. Dalt at mug( rf3me�n n I`A9rttl mel sioAc o}will e aa`mvlto na M066116100i Wire COSTS is esilkw& the vaso,,�^ �► Wo pollsh6d >jutfrAGeg, or S pettsm For turiher ;nrormat�on consult the (MisCol• surface, The 0011e1"llidd wNawe glass i° luitdinq Materials plreetory. _ produced with a dilMOnd mesh P s fished byAl�nnde onl`urls '-F p'o" (Misco) Or a sq[lil/v aesh (earoque), 4. he haRlnitr pet ern is available r1lanueis No. 80 251 enc 257, At;099rM/SAd 1e+Pl4d warr�nlN•,n�luEinQ onlyy with the dlernond ""sh, Ina-0,01 M■nl�oartr•n� MIaisslpoa wire Glass Is epp►ovOd SPICIRCATIONs utoow 1tr�o}rt,c� a pWife s a �xcwtltltl nY Underwtlter0 Leborat0►lee. Inc.as n ko�x�4 Hord• wu. •no n■nay/o Nfardanl material, Mlaeieerppt 1 4" Mie4isolop i wire Gtesa — 116". Ilro Wire OIYA meets the requirements Gt P0P Mleao o11shed flsroque of feoera!3Pe�ltfc•tt�en DO-G-451 d Hammered MisCo. FISCUIi1IPA NTIi; NWn Inii TTwehlosw MIN Mie twtd a ilea• A rtieaaure of the ttre pretoCtlon 9urfeoe Invitee afforded. Is Ims tear to which the gilm p IIenW I141,Masco A 4400.1178.x4 x tis A i Is euDlected 1rii,OMopuo �,, 4e,06 x 141 114" wired plan, in glazed eppllce- I110%d „4!, �— it tions 1s subjected to a f re that reaches sTTe,h, 114"M1500 �'t 1000'jr in Ia Atlnutoa.T"QIUI 14 then "r ' I s , t � I Ilii: ,..;N;,• ,a! n f a i i" , \ r * I r. I _fi• r�Yy. - H� . � I y ►OUjHj0 VAA00U! HAMMIAND MISCO Itoulmm Mac* 14 I I l..iY.t a 4 ,'; .. :>•+6vtSk 'd "'1'�d>K11" , F ;. •II �' 1'i.� �. y •':: F e,.,; ."',6 Nov — 1 � - 90 TIJF_ 1 1 : 34 NOR T HAA. T P 0 1 � t�° 1�rrrlm Il,l.11u�1� 1',111• 111�11a � � .� tn;lr.q►, �r 1,111.1 .�,I I,I�fJ Dom .� II�IrfbIr111, 11,P 11„r, �I1J1'1 • 11111:111111-11 17 Irl rAI I IIVI'n 1.1 1 11 It Ic•• i r Ir L1 a1'1 J„ IIA I[ 1 Wr' AIM. 111 All"l-I I I I I IIc: 1 AOI ': 111 111111 1'11; 1111 3 1,Ltvr11 5111 t". i . Ir you Iin r411 r 1IE1 t; 1 v AO.' Iii 1111' 1 n1J s 1 P1 E nSr CALL US AS SUOII A3 ruse;ilt1_t: , Pe I vec I _ , WVl�UldQ.�C�C- - ,a r'J 6� ��,1.. C�N�.�,[ 1�©Q vpjerJSN 01111 rnx rIU11111;.f! IS ( Sr111 r,r)q _ 7th►! 1 -m e-. vs . © �o o 4 'tws-1'-s l"C1EszLeJ6 OUn Mn I L vio ni)ImE SS 1 ”, P- 13, 110Y 7 +1111 15 l I OR0.Un , ;7 '27,3 CV, �� --t), NOV - 173 - 90 TUE 1 1 .- Z5 NORTHWEST P - 0 2 1 Fire Labeled Wood Door Frame --�`'1- Systems & Millwork P.O. Box 89 COLUM13LA FALLS, MONTANA %9Ji2 PHONE: 409.802.3140 106 HICKWAY 2 FAST tAX. 400.002.7802 1P, November 8 , 1990 Ceorgv Steele Builcling Inspector Community Development Dept , 1.3125 S .W. Nall Blvd , Box 23397 Tigard , CR 97223 RE! 9170 9 .W, GreenburgI Franklin Bldg . Mr . stools enclOged herewith are copies of our teat reports for wood frames :. labeled for 20 minute . ThQee reports are for your oaf: on the above related project . 'These reports are not for re-distribution, or r' duplication . if you wish to have further infrrinati;.;ri as to labeled wood frames i,", 01' t11P List of Various c ompowrits by more than one testing agency, I ' ll be hMppy to aggiht yru . I would however caution you that all components in an assembly do riot have to be tsated together or by the same listing/testing lab arid to make that requirement cOnstitutet{ restraint or trade . 14e ar-e willilla and engRr to assist You with your questions . '.i 9incerAy, David D. Renf .row tic h UUtt : ,C ; i r I tt Awl nc ubcr No.31.12 M rk y WOR t, r rod tJ "•`��a� I h10v, 1 _A; — 'S 0 TIDE 1 1 35 NORTH W EST r' _ 413 • ..... ..... ....... ...... ms Le LI CkAIJQfrAtUpE UCEWRITRB lAe0RAT0� � WARNOK _k`•�� HERSEV INTERNATIONAL "C" LADEL Ah. PRODUCT •----.._.•.,_._,,.___._.....__.....r--�., �•�• .� .�., _ __ 41 MOur'l11 trsalhd Syporpnfa `„Ey • - PROOLICY MAXIMUM OPL'NINO S'njN SNinp HPL Cu{tom Aoytl 6.n n rrt m Pa.'s r SITE t'0 r rQ/O S+rrp. 11Q r IQ;O a� IWOb�7 or HPL)111 91npr0 9wlnp 1' ;O r!.'0 �;0 r 1010 871LE3 i 4s' 5V14t6I,1/ w r, vntrta; Inner i unudatcd Moult Outor, O�ct o., r m RAILS_ tvPvs•11e or .050 plastic Top roil tl' uhbtd;btl dyne (iq Y unlrc0'Qtl mill oli on Uv *150Q1146 wdn treated Inner 6 VIII F OphonJt m Ithln outer tup,lrslilt or yMAX, WaOb —�- v,un�tvd l�i1m, r�u yµ, WRAPPED VISION lu9'? so, imcn Cutout Aterrm .•n OPenrn *, •"~� —”" y f� sn 30'Or length 5d N,n,m,rm LITE gP"NINt3 6,=0 i' I r 11 toP na 100 i.' h' h-' d rnaiCne,?Vo with+Cr 11'Hl only TO 131 a MAXIM .'d VIS10N 1?g8 oq M. no O,MCMslon 10 eycood 30"W„ylh or 54 in 1298yS . In mpKimum per rANEl C)11 Hot hl. Can bt muu!plot up to Mor;,n m L, aa "w-- _GLASS LITE size kilnt'rnurn li' Parlmgwr lop 6 stiles ;31 v'od Dmar,iion. +r Minimum 6" pyr:m4lpr TO 100: MAXIMUM LOUNR C.�r� - aid t'dJd r31 ba in T SUE Not allowed al Matt; e- a ourtom up to Nr,; Au,;et,) r d; 9i` w 2j"wiu, `" porim�itr � With P,) 4,0 x 1'0 ,lt1'Y Not �', -- -- -- __ ; Ov d tl e'd�'! A"et bcnom• Up to 9,'0 omit, s . FACES lkoatl ti'CPCOr. L4,�yns,f.r7y,n,r,�Fo'mKi. MOJL,rn dtnsq Ove•!ay Cf nap,vy;j wt'ISCn An, woca t•]ngr�,, Mty,um otnu,ly 1yQU0 VCnCCh Mice --.- Lsmnun ^lvtrl,y M L(11 IAravm Dens;ty pvsr'ey Can NFPA a 10 HINGES . '-'. q02 �--•-� -.--•- � _ _ L�mh la ew,ni nJ 0^OrL FGr tlOC's Or Or /0 h.pn ff0 T.'8 h,oh A4,nmu^ !•s.IBJ'Aiur.a p a'4,4" r 4.l r 13i _h,n t va to 4.10 r 7 0 i • i3rt boa,;n of papt la rnpp,Iynr U L—0,4d—C. Gr, I T'—— screw h310:10 end tc Y Witt h` fin Threw egfi 0 M' Min Ttlro :_ _ _ .� rte_ - tl��nh A' M,n 7hro'w AIGo PF Corbin Styles 7o0 A,1,,•;n ws3 !t•rirs 161 CyI,I,�ir liui -• _ , L OC,K$E ig B:rlos $00, Ya`o b TCwnd scrios 6itG0 fl 8Cr I h•U oa M„n Lu ly w,lh /^ U L L,E ad C lin iC .� is o Berled ul v or a► N"Min Tnrow,Ma 10 ;Q, v,a Ave N4 of bcnom Of C'Is'1 for Owr 9 J a,Id rrn throw Cyl Lz)t;Ms dr RIO SOIICt 300, flusswin $ereps POO, r aaCsdl'Oil inl,xmolion, Cyl LCttii a M,1. t aI Pie, F'ua I•d1C6 10 fl"s4 cal PuCn PyU latch to �• 9'0 9�o Holt r3 al bprlGm pf chrr) for, 6'look See pr E0C Sel Pusn•Pull I.61Ch to a" AGA S,tt PIVOTS „ 4. K 225 min Trru•B,a -__..._ _._—. _ to top of•Gt Equal to SRc� 1780 Off dao, rrldrrKtl i Otn1 DDv01S /qual of !Arg,wr fns" Ft. 2111, Not 4CI.91 N01 Anp•,rd I 11 4' 4 225 Ali Tlvu•t1ved Top Pivoi Tit Tf IN 4 or 6!<th,u tlF. A'o UaC! ir<n L dr d . -. ._..... f� O,tiw-1h@J1CC1 etlQt)_ rn rtD _L ,n Fart 114, InlOrMsd elm Ph0!$ a oral or T117, TI17A Or O�Inry as M911ifDlt Irar CLOSERS - _ _ _ VL somite fYpe Itifwbo4o. With aplluntl 1"httvy dU r]IIE► MXI* ,^ Inyyd sane II�'Ld�r�lrt'� W mCrf!"IrC wrh ►1,, in ow t0 A/'T 0' 0 r a;aQ to pa•,s rIb B!p. a 01 7,1,,1 t A uWA111i 11f11'aMf�)fllAfy, Mf�I tlehlf�te w1h lurl�cq vlrlleal rorh itilh Atera .. n PN , YHP On oCuvf enQ s'ur��Es vorll MC�'`►o • oY`rla r> aslMpel 01 oeerr/Mthrt etyuHtd, Me PAIR HARDWARE --_- 01HER THAN clod M, IjI supica too i -- Ooora wish removl0ft a ILC munw, �oncn+ Son FIRE EXIT nnwean Of oonliid:rod a a�r. ' 1 M L4. a1;6i, p t av,Inp Ota Cunlfulse9J0 r 6eynn POO($ with►tmovapio a ler, r I JOhnL2n AFB d Or F� 10 Au10 belwt/n Oorijijertd is {Inq�c FIvIn E;,nt Asaaynr ,fruul'a`d, NOT! wt HPL (Hlph Pranurt Lnrnlnett) Doo" In ptlra WaMock ►Irnvy L�►}I 0nry N011. «p• Doublt RgreN Poort • llldrnocx V.-mw L4#1 only. -� Nom rya • over 1,200 sq. in. 111 Nnfles or cru 100 aq, In. In polis, wa,nocM HRr,ey only. NG1Q r/ • lock /H1 Tor snlr row 1ir.ni or or Nr, " heoortl q/0 long.at@ retlrlptod to the tollowtnj U L. Lfetud Lock`; Se»1e0t CD 'q" Min. lhrow•Cyundor, Corbin Yi" MIn. Throw Unit, Corbin y.^ hruw M�,the, Ilurswtn M,•• �Itn. Throw Unll.Yd r Mln, Throw all,t, NR.1 Vi HR. 1 HR. � y. 'b _.�.. THICKNESS CORE We4dr P roAQ1lnaral WOIOt �r kpl*on Mineral lal �'.`' ''l`•�;r•;;:'',,;1sH,;'. r jj A sMineralCocorp11-0014111a : 4 h1rtrat Cole6TILEs 1u11d super unU1Ne0 n16ple lumbar Darer e:10 pta'e4 mu111 Ply rrepte Inner, hiOIChthQOVIrer 9lilCe oplionSl l 11. TOT' Ili BTM. RAILS 91" 160 rail with S' o I( 'S•,'• . „ p anal tupd:rail eral'enle pn V., t • 1114'to 2 blm. (all, with y" 00;0,1111 su x rrail avarl bl Hr +nil t;e her. ey.�•• 4° . a Q On s, 1 Hf.dna 1 A Hr ,"�,•. ,,..1.; FACES All IvOgn and domestic veftdira. h,Oh pruSsuri laminaloc and medlum d8rt3ity OverlAYl. Arch'teclurel p►t,de voneoist ava llrt)le 11) bl,l,spruil rrtalch pa .'r•1�! •''1'r�r•1 � nels GLUE Tyre 1 WaImpruol Type 1 Wa!arprc,o) 'I Type I r 1 ";�i�:,l•t'�, , CR4SSIJANDYG w l r a c p oo a t/18" Minimum , 1/16" M rumum1/161 Minimum Hardwood I har�l•�aod HardNor,d ,';r�'.�:•i'1'r ;�;1•,�• ,. VENEER Avallitle In paf9 to 8/0 x 8i0 or as single$ Ih tabbeued and end , r::'�•i;• :' NATCHIN4 mof0jd IrenSOM 10 4/0 x 11/0, NtOv a FINISHING I.Palle and u 6hblacke Ayail.ltle3 t mloal cltaf or toned Unbar I4�� londa,d Shago6, A W'•, 3 elan M ede. '`: M a e 0.11 WobdwWX Menufac•turY(a U10 IpItOn ,Q. 1 BurlCa WOO2 lulh r:�,'�4�%�•• '•1,-r.1',, 0 rt. rhtli,�t �1oWq�d M (n 11 1 I _ 1t. its, f A 1500 • VIA I �'np Y�im K�UO • Flush Droit 0 '•."•.ter^_•tirr rs.•., AI�Tv nr. ..s�rt]M•--�7r7�-�wa+s�-. I.�. Indicator Rdvisfon July �� ' —' _ ----• 1 r r 1 NOV — 1 3 - 90 TUE 1 1 : 3T NORTHWEST P _ 04 11%'%0'RTHW]EST TESTING LABORATORIES, INC41 5405 N. Lagoon Avenue CONSTAUCYIOh INO/'¢CTION e NON•DCOTgUCTIVO YC/TINO 19 MArpg1A60 INOPOOTtON P.Q.Dox 17128 WlLDINO CC11T1/IOATION 'I MIOAL ANALY/IO Portland.Ore orI 97217-0128 ML TaL; \ •+IC.A4 TC/TINA 9 ASCAY1NO Phony(503)289.1778 September 7, 1984 w �� WOOD-TECH, INC. /RENFROA ' S, INC. PO BOX 69 ' 106 HWY. 2 EAST COLUMBIA FALLS, MONTANA 59912 Attention: Mr. David Renfrow Subject : Fire Test of Door Jamb Assembly for Twenty (20) minute Endurance Test . REPORT: Assembly 8 ' . 011 x 9' . 0" Double swing fire rated ?' Wood fire door with solid core 3-3/4" W x 3/4" Doorjamb/ ' frame, high density wood, TEST: i Fire Exposure Test of Door Assemblies in accordance with criteria specified in ASTM E 152-81 Standard . Gentlemen, Your fl -m submitted a door jamb/frame assembly with fire rated doors fc a Fire Endurance Test , to achieve twenty (20) minute fire rating , The test was successful , with detail results on the 4 following pages : 1 Assembly Description: .I , A pair of fire rated doors 81 .0" x 9' . 0„ , with the door jamb/frame assembly of MSF material was mounted into a .stud wall section. Tha , wall section was covered with 5/8” fire rated gypsum board. The doors were installed, using listed hinges and hard ware. The doors were hung to open into, the furnace system. � Clearances around the doors were sufficient to allow free operation 1 of the doors , while remaining with in the 1/8" along the top, 1/8" , along the hinge and latch jamb, 1/8" along the meeting of the doors , in pairs, and 1/4" at the bottom of the pair . These clearances were within a minus 1/16" tolerance. s �i A^A MWWAL PROTECTION M CL19%?$ THE PV061C AHO OVM ELV[S ASL NLM11%A11L I+WIMITTAO A4 THE l'pNf IQeN•tAI 1.IiO�Ckfr OF Clt[NT/ANO AMC INT"OCO FOM THE VLL Of OUNCLILNT$VNL�M4 WNCII YLN'ION 011 rNriTr MAV UriL11C T.0 RrMO11T OR ANV PO*?"N Tur/rn....n..n...�................... _.... . y_ NO � - l a - 90 TUE 1 1 C �S 7 NORTHLJEST P . 05 sr � September 7 , 1989 WOOD-TECH INC. /RENFROW 'S, INC. Page 2 The wall assembly was placed on the furnace with a negative, i positive pressure system centered, and 1" above the top of the dl)l)r � frame to measure internal furnace pressure during the Fire Exposure Test . Initial warp measurements and temperatures were noted at the start e, of the test . Thermocouples were placed on the unexposed portions of the door jamb/frame, tc register temperatures during the Fire Exposure Test . t • Commants : The pair of doors remained intact and structurally sound to the door jamb/frame' assembly through out the Fire Exposure Test period. At no time during the twenty (20) minute test , was there any flaming on the unexposed side of the door jamb/frame assembly. ►. Internal furnace pressure was maintained at 0 . 001 to 0 . 003 inches of water during the test period . Conclusions : 'k The 8 ' . 0" x 9' . 0" door jamb/frame has met the testing criteria for ac,:eptance in AFTM E 152-81 , UBC 43-2 , CAN 4-510480 , NFPA 252 Te!;t methods for twenty (20) minute fire rating with, hose stream test . E It is recommended thAt the door jambs/frames be manufactured from wood material with an average density of 34 lbs . per cubic foot , It ii recommended that smaller sizes of the door jamb/frame of the : ame material be accepted and approved as li.ste ;l, door jamb assembly. Respectfully, , - NORTHWEST TESTING LABORATORIES, INC. Don Cav Paul ` - L Marketing and Quality Control Technical Director x Report No. 325336 t s, hi0 — 1 - 90 TIDE 1 1 3B NORTH W ES T �I�L'Y,11 WST TEESTING LABORATORIES, INCA , 1, • 5405 N,Lagoon Avenue G6riLTnuC DON INO►CCnoN NON•Of bTAUCTIvt TESTING •,A'rLIUAL} INSPECTION P.O.Box 17126 WCLDINO CeATI/ICATION 'C 'fMICAL ANALYSIS Portland,Oregon 97217-0126 @O;L TCOT1040 Y.it.AL TCSTINO AL 6AVIN0 � Phone:(503)289-1778 wood-Tech , Inc. ' Faae 3 h' t' 1 Fire Test Observations , Exposed Face: w �T Flaised Timet Comments : 0 Seconds Test started , Ambient temperature 624F 1 Min. 50 seconds . . Ignition of door frame 5 Minutes . . . . . . . . . . Door frame burning 16 Minutes . . . . . . . . . . Frame burning , no penetration of flames 15 Minutes . . • • . . . . . . Frame burning , no penetration of flames 19 Minutes . . . . . . . . . . Prame burning , no penetration of flameq 20 Min . 15 second$ . . Test terminated T ASTM F 152-$1 test criteria completer. Unexposed Face : Elapsed Time: Comments : l 0 Seconds Test started , Amhient temperature 620F F 5 Minutes No penetration of flames 10 Minutes No penetration of flames 15 Minutes No penetration of flames 19 Minutes No penetration of. flames 20 Min , 15 seconds . . Test terminated , no nenetr�tion of flames I AM A MVT64A6•.O'L'CT'Oh TO CLICNT> TMC PVOLIC ANO Cun;CLVCC AL'-.CPOMT.AMC CVOi''TTCD AS YMt COhrlpehnAt nOrtllTr Dr OuENrp A�penL IhTCNOfD�On*MC vOt Oour�LfNTo ovc.HOOT�Ln nthtoN OR CNTITV MAY VTILI2C T AC 110004?OR ANY MoIIT'ON TMCHLOV WITMOVY Oun Wh'"LN AUTMOMIATAnN e a ..n�'p',QIN"arY+R'"'t9Rtn" � M '1 115�( n t .mom .,.._.. .. NOV — 1 25 - 90 TUE 1 1 ?tB N0R T H14E S T 107 , "'010 THW EST TEESTING LABBORATORIAES9 INC. 5405 N.Lagoon Avenue CONUTRuOT1ON INARCCTION NON-OCST11UCTIV9 TCDTINO A rIn IAL/ INCPt CT 10N P.O.BOA 17126 WCL OINO CCATIFICATION IRM14A6 ANALY016 POltland,Oregon 97217.0124 8014 TR°TIMO Iry,n.AL TR°►INQ ADOAYINQ Phone;(503)289.1778 Wood-Tech , Inc Page 4 w Comments : " 4 There was no flame penetration, crackinq or fallout during the fire endt;rance test. No movement of the door or sep&ration of the hinges or the latch from the door iamb during the test. di Thermocouple Temperatures; Door & Sid® zliqnt Frame: Time 1 2 3 4 5 6 } 5 62'F 62'F 62'F 62°F 62°F 62'F i 10 79 . 80F 98 .90F 77 .0°F 107 . 1 'F 97 . 1 °F 92. 0°F 15 136 . 0'F 163 . 1 "F 128 . 04F 158 . 09F 156 . 0°F 162 . 4°F 14 169.7°F 187 . 0°F 155. 0°F 186 . 9 °F 185 . 50F 204 . 60F 20 184 . 19F 196 . 0'F 179 . 04F 195 . 2°F 193 . 6 °F 218 . 5'F t Hose Stream Test: The hose stream test -.,as conducted immediately following the fire endurance test. The water pressure for delivery of the hose stream test was set for 30 PSI using a 2-1/2 " hese with A 1 -1 /811 discharge tip for a period fo 16 . 2 seconds. ThA distance of rio l i very 1 1 for this test was 20 ft. The door, frame, hinges and latch were still intact upon completion of the nose stream test . I A6 AMUTUAL PnJDOTECINON TO Clr[NTL TMC P' LIC AMC)OunMLVCL ALL RL^ORTB ARC 6V0.1"JO A4 YMI CON,10r.WTIAI PRO►CIATY OP CLItNT!AND ACIC INYCNDCO FOS TNR ULC O,OUR CLICNTR ONLY NCIO7NCR PC II+dN OR CNTITY MAY uTILISC T"C nLPQRT OR ANY POA-ION TmCneo,w TNo UT 06rR r nrTTLN AUT•IOnr=ATION ,rr ' r '4 2 500°F 4759E 3 A 7 5 0 A 0 4 a 560'x' 4 A A A A a p a 880°F 750'F *; 5 . . . . . . . . . . . . . . . . . . . . . 1000°F 6 . 6 . 66 . . . . . . . . . . . . . . . 9 0 o F . . . . . . . . . . . . . . . . . . . . . 10909E . . . . . . . . . . . . . . . . . 6666 9609E 7 a 1150°F 1040'1" 9 . . . . . . . . . . . . . . 1210°F . . . . . . . . 11509E • . . . . . . . . . 6666 . 6666 . 9 128n'F 1200'F 10 13n06F . . . . . . . . . . . . . . . . . . . . 9 12A0'F � Y t. 11 13209E 1380'F 12 a A 13409E 1340'F } 3 1345'F 1 . . . . . . . . . . . . . . . . . . . . . 1350 F . . . . . . . . . . . . . . . . . . . . . } 1 .: . . . . . . . . . . . . . . . . . . . . . 13659E . . . . . . . . . , . . . . . . . . . . . 1380°F 15 1399°F 1360'F vs 16 1380 F 1375 F 17 1395'F 1435'F 18 14109E 1440'F 19 . . . . . . . . . . a . . . . . • 6 6 6 6 14 3 0' 6 6 6 6 . . . . . . . . . 6 6 6 6 6 6 6 6 14 3 5°F �:. 20 1462°F o a a A s a m a v 1480°F i s HI CONIDtNTIAI""OKO V0 CVCNTO AMC AALNItN°LD►OA?WC USCOf*VV° ALL 9619-4't ON NOOT ER A° .5m LNTiTf MAS yfgl{1 fMC ACIONf OA ANv PONf10N 1NLAL0I WR Oyf OuA wAl1riLN AUt`NO tATiON f'[M aN t f €a r ; k r ,y- '4. ' a STING/PTLND TEL No , 503 289 1918 Nov 08 .88 10 :26 P .02 ICBG Evaluation Service, Inc. . , A suhaidiary 1 arparation o/the Intotnational Conference of Building Ufficials 5360 SOUTH WORKMAN MILL ROAD WHITTIEk.CALIFORNIA WWI (213)699-04 3.4 of h Y A. r 86A Roar DIRFM�r November 1 1958 r";r PAMR$L r'IM11,M--OMA,•`SAN rlu r1w Nl � 1NrtsrwA�IONAL ooNrlruwr o� '. �utlOr+o 0rr10,ALr mill 11904.CALWCAM-A i 04MICLA11 AN00 DIM Cave ONtCaTCpkorruALa«+0 M=X*tirq W)d Quality IN6*tctlONn SANANTON10JE04 Narthwest Testirig L,*J x.atcr_"i>z, 1M. ':,,,• 0/111ALbN,414191 5405 North 149MM AVWMM '.1IACC"0.'COM a APM1WKTAA14- Yor-l", C�1Af�'Cp•t 9'723.7 KAMMORv-M1780U11i , J"R.MAULOIN0.FA. ��IIvv ) MU11,D041"PICIAI IW �A�• caval .i LANtSA1Yfr1.GAL1rOAN1A ' w%VAR"tompt.no We are in aPIkCTM.oe►ARIMINTa.rl11LDV+3 Pt le=er, dd a OCCObe>: 21, 1988 and 940moll"0151,0M offer the tollwiW res;=a: OrR10lKf Nmthwwt TactirV 7rebomtorjM, T1'1C. ij, r•B=gnized by xCBO p,5 rReelnlnn tOr insPactim W4 labeling oZ fixe do=, Wt= the .ire tag1r$ JONN/tURtI.R!. hm � by weyar wi'K �2• .(� I.-ire TQC( Mx� a tory (Se enClolepd OCC of �P= NO. NMS-312 !b 4`.r.RAM•ANI`�.��.0. � this ., , � • , , 4a i.is xWmgritico in the sub?wt report, the attached v1�1I•rnrllmt►n K1WP1===y application =ist beK1IAt6TOCNLIA,I:L �=� �. es o0. �1�� aurid 6].QlI�Ci W4tt*c«IErAR� f $9600. A1tenMtjk1Y, thi r, can be added DOKALA R.WATION.PL tO t�h�@ x'OPartr iat t�k,>�{e},tiW of k•e- a-Li= in L7urn,, 3.989. A CN1[r r1NANCLALCWFICFft t ]I.N Pa ""ve ^i-U be to aWly :tor a r*-owaj at4an CIt of •Rt.PN[NAl11NS 11e, Pleas* a&& 8.t'i..2tC1'ed rules of proeodlxm, Yt= very truly, Natraj A. Foramen, P,r,, 6waa�f Enq�r MR.-tj E�,olat<ur•aa i t Itp fwwl Mc".. 6736 N.W.70wer OtIve Krn11s►C'ny,Mit wuri b.11 S 1 • 181617 1.4�t�1 ,:,.; 1250 bNllvuhtlfdfllOnd kord,Sunt 40a • 6rllewt,Ksshln�On yhWS• 1RGb1451.9341 .��. Irl'. 1601 RlnGnnde.SnN.•etA �,.e.l., �....�.��. ,..,. ..,. .. FEATURE UNDERWRITERS LABORATORIES OR , WARNOCK HERSKY INTERNATIONAL "C" LABEL PRODUCT 1 Hcur,'untreetea sutxrtulas 1 Hour/unU 1 • COLUMN N i 2 5 4 PRODUCT d Sm le Swing HPL Custom Royal Sin le T Hung in Pairs MAXIMUM OPENING g p p (Wood nr HPL) (1) Sir Swing 4;0 x t0/0 Swing. 4/0 x 10/J a,0 x 8!0 410 x 10/0 HPL CuatOm w SIES STILES i S• supa•stila with untreeled Inner d untreated Maple Outer, Oplic)81 matching outer W Siiperstlo with treated Inner 6 Untreated RAILS superstde or ,050 pt:SGC. Top rail 1,;" untreated. atm. rail 2" urfreated mil 0pbon. Optional matching outer suparstile c r .060 ph Tuntreated film, rail 2"with untreated outer, MAX. WOOD 1080 sitinch cutout Maximum opening width 30' Or tort{Ih 54 h4rUrnum WRAPPED VISION 6°Perim ter al top and Aides. ?s" high bead matches face veneer.WHI only. To 1111 aq.h LITE OPENING —i MAXIMUM VIRION 1298 ail, an. no Dimension to EXCQCtl 30"Width M 64" in 1296 94. 'n. maximum per 70 100 s In PANEL QR Haight.Can be multiple$ up to Maximum Listed Dimension. tloor. Minimum S"perimeter bo in m utlin GLASS LITE ' Z[ Minimum 5" Perimeter lop 6 Irides (3) Pop and odes (31 MAkIM�IM LOUVRE 44' 14 wtn Panme!er 24' x 24" ,vilh 8"perimeter SIZE Not allowed at'0 K D/O onl bottom. Up to Not Allewoo Not A�lowed at sides 8"at bottom. Up to Nr pflth P,) y 4'0 It 9,0 only, Wood Veneer, Micarta, Nevamar,Formica, Wood Veneer, Medium Density Wood Veneer, Micarta, N RAGS Medium Density Ovor'sy Consoweld. Wilson Art, Qverloy, HPL(1) Medium Dens ty Overlay Coni{`Owela 4smineh Leminart r� NFPA 080 requires ball beanng Or equivalent steel h,nges for swinging doors For doors over 5/0 high to 7/8 r jh 3.411" x 4yr x 134" thick MINORS Pinmurn Ct" x 134"Anchor (gee Dwom of page for,m000ant screw holding and edge el hin a up to 4,O x 7/0 U L Usled Cylinorical yr"Min. Throw, Mortise %" Min. Throw. USG Series 161 Cylinder po Unit 4s" Min, Throw.Also PF Corbin Series 300, Russwin b U1.1-Wed Cylindrical 4"Min,Throw,Mortise 14" throw. Mortise ty with M" Corbin Series 300,Ausewin $oeiot Ygle Series 500, Yale R Towne Srriey 8100, s Schls a 0, 5ertes up pe �. LOCKSET6 a min. throw. C Locks a to 810 Sac Prole e4 at bottom of short for over 8'0 any U. See Hots a3 at ppttom of chart for over deadbolt information. Cyl. Locks or Hospital Pueh-Pull Latch to Hospital Push-Pull Latch to S' Pueh•Puu LOtCh 10 6"Baek Set aoek Set 6"Back Sol, 2" x 4" x 225 min Tnru-Bolied top pivot Equal to Ryon x2802" x d"x 235 Kim. Thru•Solled Top Pivot. KillPIVOTS of 480, Intermed, 6 btm,pivots equal or 'dryer tnen FM19, ^19, noHPl''wee not Aiiowed or 480. Interrn#H 1. ©lm, Pivols equal or Iargt T117, T1 171A or 85 thru e8. MBlloaDle iron only (be&ted edge) Pars T117, T117', or 65 Ir,u 68, Malleable iron on CLOSERS UL. Surface type thru•bolled. W'Ilt: optional S"heavy duty I ^" ns ogle awrp, hs!ea rm ar inertia$ !ype wi'h 'w" Irncw t0 4/Q x 8i0 In pegs (to '0 x .'O)m0rl,so type on active and surface vortica rode 1 y FI►.s "!T (With WHI label only, pairs avall:sblo with surface venloal rods both doors — no overlapping astragal or coordlnalors required. Ales ed HARDWARE PAIR HARDWARE Listed Manual Swipes Top 6 Doors with removable a fixed mi OTHER TH14N Doors with removable or fixed mullion Bottom Dolls or Ivea 0550, FIRE EXIT' between are considered as single swing Door Controls 0940 or Glynn Delwee i rorrtiderild as single.tery Johnson OFE 8 or F5 10 Auto Flush Belts. Atiregal required. � NOTIII a1 - HPL (MIgh Pressure Laminate) Doom In Pairs —Warnock Harvey Label only. NOTE 02- Double aanu Doors -Warnock Horsey Label only. 4 NOTE 003- Over 1,200 a1. In. In singles or over 106 sq. In. In pairs, Warnock Hersey only. NOTE e4 - Letk sets for any 9., 1 Nr,or 1% Hr, doors,over$IQ long are restricted to the following I.I.L. Listed Locks: !lchlage CO 'A" Min, Throw-Cylinder, Corbin V." Mln, Throw-Liotti Corbin Vi' throw•Mortlse, Russwin v." Min. Throw•Unit,Yale Y." Min. Throw-Mortise. V41 HR. 1 HR, 11h HR, THICKNESS 13A' 134" 13t" ' 5" A 111 __T__. CORE WCidroke Mineral Weldrekm Mineral Weldrok® Mineral Core Core Coro �'r. LOCKIILOCKS 41h" x 10" 4A" x 10' 4h" x 10" t `' Optional Optional Optional =1 ..Mineral Cors STILES " total Super Stile with untreated maple lumber outer and treated mu ti- ply maple inner. Matching outer stiles optional ;,;.'•';,r1_ I ` !r V 7 i-• TOP A OTM. RAILS �4" top rail with 5' optional superrail available on U, 1 Hr. and 11r4 Hr, 1 I to 2`btm, rail,with 5"optional Superrall available on 34,1 Hr.and 1''A Hr. - PACES All foreign and domestic veneers, high pressure laminator, and medium ', density overlays. /'rchitectural grade veneers available to blueprint match panels. %r I,' 10' .y'• ''' A A GLUE Type I Waterproof Type I Waterproof Type I Waterproof CROSSSANDS7-1 1/16" Minimum 1/16" Minimum 1/16" Minimum ;�. Hardwood Hardwood Hardwood r; VENEER Available in Paira 10 8/0 x 8/0 or a ,. 9 singles with rebbetted and end r' " Heevy Duty MATCHING matched transom to 4/0 x 11/0. "-Rads and Lockhtockil:'; 0 tlonal FINISHING Available with 4 .oat clear or toned Unlvar in standard shades, A.W.i. P System N3, Premium Grade. '�.; , ;;, ` list=`rt•S �TANI)ARDS MET National Woodwork Manufacturers Association I.S., 1 Series - Wood Flush ' •_�•'Li .01111111 EXCEEDED Doors. Arghiteclural Woodwork Institute Section 1300 - Flush Doors FD 3A, 1 or 1'n & Section 1500 - Finishing System 03. (FD ''l, I or 1 r,) 44 Indl,ates Revision July Te r } dd h ..'a.• t +ra°'d�ak"u� v r tY :'fir rJ';'{res :�i nr,>f y r , rr 'i - tf' t .• ve t:r, o � �Vatrri��k 1"+}a'i>k`1pS I( WOLr — 1 — 9121 TUE i 1 4 1 NO _ rZ T H W E S T P . 01, Nor hw ustr t,'I•H t11:1'.A It �+ �� (rrri�lltllrl, 111r rrr„ !Il!11 � rnH:11 tUt 1 17 111 1 t q Fnr r rtvun I,i t 1r 1t ' n t ' r nx MIMIC r1 ; W1 AIM. 11111111:1-11 I r 11M r IT11 '; fill 1111, 1111; 11115 ( pvl;ll C1f1 r. I , If y01) 00 IM r IIF,1:1i 1 v ni.i.' ISI t llt r 1111 S , r'! E A5F r-n1.L US Mr, SUUtI AS IIUS=,; 1111_r . q_o.__ a � r -x , e-. \` L1rL OUR rnx flUf111F:t1 15 ( ,rl 1 (;91r - 2701 UUIh MAI PJU ADMIESS 1 I' . U, 110Y. 73111115 11WIFID,Un . ,? 1?2.) 111 NOV - 13 - 90 TUE 11 .141 NORTHWEST ��•�.UKIZ�' Q1 � NO IRT111WEST TESTING LAW 5405 N.Lagoon Avenue NeN,046r1luCYly9 ntTtNG waYnucnON INt�[GnON P10, Box'17126 WCL91144 C&11rIrICAr10N rt111A1.[ IN&�cerloN $OIL V&[TING [wIL AL ANAL.tI[ Pohland,Oregon 97217.0126 �t[An No .wrflC A� Phone;(503)269.1778 � ;r s July 14 , 1989 WooQtech Inc , PO Box 69 106 Hwy. 2 Bast o Columbia Falls , Montana 59912 subject : Fire Resistance tests conducted on a door jamb assembly with 1200 sq . inch side light . Report u, Assembly: 3 . 0 X 9 . 0 single swing , sixty minute ( 60 ) fire rated metal door with, a 3- 3/4 W X 3/4 T door frame , ::rd a 3.200 sq . inch side light and frame . 1.1 : Fire exposure test of door assemblies in accordance with criteria specified in ASTM F-152-81 . r Gentlemen: f I On June 21th of 1989 a fire 7.ndurance test was conducted to qualify your firm's door frame and side light assembly for a 20 minute fire rating. The fire test was successfull , with the dl.tailed results enclosed on the following par s . Assemblv I)gs Iption: A 20 minute fire rated door , 3 . 0 X 9. 0;' the door frame and side r AS AwVT VAL 0n0TC TION TO C41ENr&.TN[PU&6IC•AND Ou11CCWCt,ASI,01V047T,AAr,tV6"1VTCt%At Twit C ONr lot w►,AL nwo0CMY 01 AI ICHIC�T6 ANO ASC IN*CNDCDrG11 rw[uDt Or oun cultN+6 eu.r No Orwt•n�Iq:pN ...rw•v wr TU V,'TMC fl P[&T 001 ANY rOMCN TNCNC01'WITHOUT CVn Wn1rT1 N Ay Me00An0w IL r, NOV - 1 3 -• 9i0 TIDE 1 1 : 42 NORTHWEST P 0� '.•� i : . 1. `- '1,1�fj • 1 r `i•ri 4 1 WoodTech, Inc. July 14, 1989 • Page 2 J light assembly was mounted into a wood stud wall section coverod with 5/8" one hour firs rated gypsum wall board . The -wocd door was installed into the door jamb, using listed hinges aid hardware. The door was hung to open into the furnace. , t Clearances around the door were sufficient to allow free ss operation of the door while remaining within the 1/16-1/8" clearance requirement stated in the test method. The sill to door bottom clearance was 3/8" the entire width of the door, The entire wall assembly was placed on the furnace with a pressure tap centered and 1" above the top of the frame to �. measure internal furnace pressure during the test . initial warp measurements and temperatures were noted at the start of the test . Thermocoulples were placed on the unexposed portions of the door frame and side light frame to register temperatures at each location. rhe entire wall assembly was built by a finish carpenter. y ,; rt • o S• t , .xc eA,e- biCf!Ji".F ix nk+ ria f n -,r91• a,';. rp+h�;:.,' ! b.'. �,,e F40V - 1 3 - 9A TUE 1 1 : 425 NORTHWEST !" 04 w WoodTech, Inc. ` July 14, 1989 s Page 9 The ertire tent wall assembly remained intact and structurally sound throughout the exposure periodl At no time during the 20 minute fire exposure teat was there any flaming on tre •:xposed door, door frame or side light with framing. a Internal furnace pressure was maintained at negative 0 .001 to 0 . 003 inches of water throughout the test period. Con c 1;tS i pn The 3 . 0 X 9.0 door jamb with side light assemblies met the criteria for acceptance in the ASTM-E-152 , UBC 43-2 G CAN4-S104-M80 , NFPA 252 test methods for twenty ( 20) minute fire rsting with hose stream test. i Respectfully NORTHWEST TESTING LABORATORIES, INC. 1?on Cave, - _ Paul Iri , Marketing and Quality Control Technical Director r „f. h' )r NOV - 125 - 90 TUc 1 1 43 NOR7 HW EST Woodtech, Inc . July 14, 1989 page 4 ,l^,Q Test ObFervaUons Exposed Face: ed TxComments: 0 Eeco:ids . . . . . . . . . . Test started, Ambient temperature 620F � Y$ 1 Min, 50 seconds , . Ignition of door and side light frames 5 Minutes Door and light frames burning 10 Minutes . . . . . . . . . Frames burning , no penetration of flames ` 15 Minutes Frames burning, no penetration of flames 19 Minutes Frames burning, no penetration of flames 20 Min. 15 seconds . , Test temimated ASTM E-152 test criteria completed Unexposed Face : i'. LlapsedTime: ZQMMknt 0 seconds Test started, Ambient temperature 620F 5 Minutes Glazing Ok, no penetration of flanes i 10 Minutes Glazing Ok, no penctration of flames r 15 Minutes . . . . . . . . . Glazing Ok, no penetrati4on of flames 19 Minutes Glazing Ok, no pentration of flumes 20 Minutes . . . . . . . . . Test terminated, no glazing fallout. , no flame penetration. r Fire-Lite glass used in sidA light system. f' j j w NOV - 1 :3 - 90 TUE 1 1 : 44 NORTHWE= ST P . i06 , Woodtech, Inc. July 14 , 1989 � Page 5 Comments : • There was no flame penetration, no glazing , cracking or fallout during the fire endurance test . After the hose stream test was completed, a crack developed in the glazing . No movement of the door or seperation of the hinges or latch from the door jamb dtxing the test . Thermocouple Temperatures ; Door & Side Light Frame: Time 1 2 3 4 5 6 5 620F 620F 620F 620F 620F 620F , 10 79 . 80F 98 . 90F 77 . OoF 107 . 10F 97 , 10F 92 . OoF a, 15 136. 0°F 163 . 10F 128 . 001,, 158 .OoF 156 . OoF 1.62 . 40F F �? 19 169. 70F 187 . OoF 165 .OoF 186 . 90F 185 . 50F 204 , 60F w 20 184 . 10F 196 ,OoF 179 .OoF 195 , 20F 193 . 60E 218 - SOF t. NOV - 125 - 90 T U E ] 1 : 4 4 N O R T' H W E S T P 0 7 � t Woodteah, Inc. � July 14, 1989 Pago 6 r Time _ TRmperature 0 • Standard Read 0 0 0 1 2500P' 250OF t . . . . . . . . . . r . . . . . . . . 5 0 0 0 F a q o v s s 4750 F 3 . . . . . . . . . . . . . . . . . . . 7 5 0 0 F 7 4 0 0 F 4 8800F . . . . . . . . . . . . . . . . 790OF "S . . . . . . . . . . . . . . . . . . . 10100 F. . . . . . . . . . . . . . . . 9 4 0 0 F b . . . . . . . . . . . . . . . . . . . 10900F . . . . . . . . . . . . . . 10000F 7 . . . . . . . . . . . . . . . . . . . 1150°F . . . . . . . . . . . . . . 10800F 8 1210OF . . . . . . . . . . . . . . 1135OF 9 . . . . . . . . . . . . . . . . . . . 12800F 12000F 10 . . . . . . . . . . . . . . . . . . . 1305OF . . . . . . . . . . . . . . 12800F 11 13200f . . . . . . . . . . . . . . 1300OF 12 . . . . . . . . . . . . . . . . . . . 1340OF . . . . . . . . . . . . . . 1340OF 13 . . . . . . . . . . . . . . . . . . . 1350OF 1345aF 14 . . . . . . . . . . . . . . . . . . . 1365°F . . . . . . . . . . . . . . 1350°F 1.5 . . . . . . . . . . . . . . . . . . . 1370OF . . . . . . . . . . . . . . 1360OF 16 . . . . . . . . . . . . . . . . . . . 1380OF . . . . . . 1375OF 17 . . . . . . . . . . . . . . . . . . . 1.395oF . . . . . . . . . . . . . . 1380°F 18 . . . . . . . . . . . . . . . . . . . 1410°F 1395OF 19 . . . . . . . . . . . . . . . . . . . 1430 ,F . . . . . . . . . . . . . . 1400OF 20 1440°F . . . . . . . . . . . . . . 1420OF . j • r. 00 LJ r L►__ • Li w Li r O W Llj LU ci f � � -t K) N 4? r- r• � •- •- d O O O t? C? C? Q O 5 �—S33��3�] 13af1J.'�'�{3aW31' 1 S0 A1H 1 M t4 a b T T 2111 -. 0E— Sc t — ^ ot4 ., _. _ ..-.rs,. «,..,,.N.,r,a,cw,met.a+Fe�a.J�'#ilw•- NGV - 13 - 90 YUE 11 : 46 NORTHWEST P . 09 � Woodtech, Inc. July 14, 1989 page 8 t Thickness f grams 3/4 X 4-7/8 4 stop 5/8 X 1.1/4 F ,. Casing 1.1/16 X 1-3/4 Red oak ' 1-1/2 PR . . . . . . . . . . Butts 4-1/2 X . 134 Lock . . . . . . . . . . . . Yale . . . . . . 5401 b. Gasket . . , , . . • . . . . . Pemko . . . . . 588 g Y i•t 1, `r. F t 1; N: A NO'w - 13- 90 TUE 1 1 : 46 NORTHWEST P 10 I rt M - tl,^+rthwmst•, T41rting L il,or nt•.rrri f 1r,r . , n r.egting eirld quality rc,nt.rc�l tnrarritot int aryxniT.�t.ir-r1 , w+�a icundc�d in 1939. I N1 r, arra an it19s�1,,�_n ln�h. minor i t y nn� wr rn-1 Owned and operated Our vperai my lAh,7ratt:�ry c}i,v ; r; if•,us �r � 1c,cAtsd in rt 21, 500 , I sgtiara foot i,rtilcIi,rig in poo t1 :,►►.i, (,rt'gon, with satellite i n 1 f i.ces i n Six em and Eu 4orie , tit oQQI'. � W^ provida test. i rrg And qua 1 I * y co-t to I m,)ni t<�ria g on tb9 , cIinr.ar.ter istics A111 perfcr",�, ,',. OC Irii%L tr ial !1 , products , cyst hems grid sPrvicQa t}rt Cyr}q}1 i..irrrtti f ication , meosurr-ment and a1uit.tnn. I (),It staff of 7() skill(id and e. •� oriolic•ed erriplo!'nng includes .� rrrgistoro 1 rrofnnraione I ^ncll1R arul elect_ ri.-it,,l experivire) , grA-: %v.xte der,- t;nr.}rn , graduate cl,rmists Frnl chertn-teChS . 1ndividts,1l kry p^rtonrrcl m33.11tairl 4 limens?s and cortificat•.iOnS wi.t►, t•hr, City Of states of Oregon and W.anlrington and r, jr.ional c.�rcliniTrrt iotls , . 9 Wo are Arcrredited by the IJn : I^n-11 p1rrpilu of StAnlard-4 , NVLAp, TANIM, W .AA.U. , h. r_o. , AW; approved by the St.AtA r,i" Or9:,1011 AA numc•rowt munici,l,91. i t:.tAa . W'± Arg Also t,• t•1rn nuc.!r�1r i ndustr �}�T,roo-hd vene3ot's providing rY ic4�9 } for many mitracitror•s and sui:q•.1. Is,t , . ,1 P.O. Box 17126 0 5405 N. Lagoon Avowl;a prrrU;r1j,1, On 97217 • (')03) Pug-1778 r VWM1JffWarnock Hersey a 1101 I.OVERIDGE ROAD,PITTSBURG,CA 94585 November 6, 1990 TEL 1415143?-7344 FAX 416-432-3570 Mr . George Steele Building Official City of Tigard 13125 S .W. Hall Blvd. Tigard, OF 97141 ( Re: Multiple lights in 20 minute doors Dear Mr . Steele : $ Warnock Hersey will allow multiple vision lights in the B-J Manufacturing 20 minute fire rated door if the following condi- tions are met : Y 1 . Vision light frames must be listed by Warnock Hersey or Underwriters Laboratory. 2 . Each individual glazing unit shall be permanently i identified with a W.H. I . or U.L. listing mark. The listing mark shall be visible after installation. (NEPA-80) d . The total area of vision lights shall not exceed 1 , 296 square inches . 4 . rhe minimum distance from the vision light cut out to the edge of the door or from any other cut out shall be five inches, . t 5 . The minimum distance between light cut outs shall be five inches . In our conversation, you mentioned that the wood frames had a Northwest Testing Laboratory certification label . As Northwest Testing Laboratory is not listed by I .C .B.O. as approved for testing and inspection of doors and frames, we cannot recognize these frames as part of the rated assembly. The Warnock Hersey certification label on the doors shall "e cULLSidered void if the doors are installed in these frames. t Yours truly, _ ,1'6rh�arles R. Provine Warnock Hersey International Cc : Dick Smith, B-J Mfg. STEELEI/CRP/HD/ds VANCOUVER REGINA WINNIPEG SAULT STE MARIE HAMILTON TORONTO MONTREAL DARTMOUTH ',NTIOCH LONG BEACH MADISON BUFFALO BALTIMORE 'S s � I� 7 .� C.. • . :r_..SUr"� Y...•iCYpe:... -P•�!��.� w P•1; ! Alp. F�1 y r 1w ti I � i co D O p 0) .5 4s UCN � ea co Cdcd I p to rt b a w 9 93 c 93 M., a +, •�p to V m R, O C a �.o N a,� y u o N u U ) ,, m oho u ►-� d ,~ U d c0 p rn 0 p m QD , .a bo kc ft U p 14 a k� Er JU mow 1, hk; •� R, JIM-- ,� `� � � :�..+f.. �� ,.�.� �� tee•'"'� � c�y�� 'r�;- t� 1 INSPECTION NOTICE i City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phoney 639-4175 y Type of Inspection �'� . n� Date Requested �- � Time A.M. P.M. Address _�� _l6eQ4,2 Z-2i-E'r !Z __ Permit # Q 276 Owner Lot # Builder / /tea l �. �. 7 7��/•�1 The following Building Code deficiencies are required to be corrected: 1� — -- –--- ------- %2 _-1 t_¢ 0 J - 331 -7 5C 31st - ---- --_ Y- 7 zo 2-. I' Presented to F- pproved Inspector (�_ -----._.� -, ❑ Disapproved Date CALL FOR REINSPECTION ❑ YES [l NO s•: ew M J �J J �. u INSPECTION NOTICE y City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection��G✓ice/ Date Requested__ Time A� _ _P.M. jqeAddress _ ,'17 — Permit # Owner117- TheBuilder._ �— -�- The following Building Code deficiencies are required to be corrected: Presented to J _ � Approved Inspector / ❑ Disapproved Date —7,r — i CALL FOR REINSPECTION ❑ YES ❑ NO f i f F f {1 f l t E s — INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 { i Type of Inspection ------ 1 Date Requested_ "1 ^ Time A.M. P.M. Address _C'/ c) C r n t r-c', _ Permit Owner��--w/-�+i�t-'- Lot # Builder 0 / V r. The following Building Code deficiencies are required to be corrected: 1.1I 7 Presented to ' Approved Inspector �_� Disapproved Date _— CALL FOR REINSPECTION i y ❑ YES C-1 NO i 9 CITY OF TIGA RD l l..l:>:t:Nf.; 191(.1 1MJ:T I t�i:l NCJ. 1191(.1890866 CnYOF ncaao COMMUNITY DEVELOPMENT DEPARTMENT O"I GON 13'.25 5.W.HMI Blvd..P.O.Box 2339'/ Lgard,Oregon 97223,(503)639.4175 IJA'1 h: :F:!i!"1.11=:1) : (I/1 9/69 '.'J 3 AI)I)PIE-SS : 9370 SW 11311,"WE"NBUIAIG PI) Ir^tX MAV-1/1 OT !:;1.)B: 1'F•IF.i: COMMON!:; ,Jr:aF-•F't:::r•2!af)N f:31..FJC3 L..T : I.I%ND USE: : I.(11' !si]:"1.:E : VA1...U011ON: '$ 9 r()0() !:i E*-.'Y"F.)A(:;K!5 F''PON'T' : PE-AP: 14(:)171< ('A-ASS : At t'FAIATI:ON DWE"L_I....UNITS : I...E-F"T' : F27:(:;I-rr : 1.1SE-, 'T'YPE'. : (';OMME:FT::I:(-)L NO. DI.I)FtOOMS : I:X'T' .WAI...I.- CONST : : (U)NST. TYI'E' : VN NO. BA'T'1••I!'i : N: S : E: . W OCIC UP . GPP . E-112 G'I'!C.)T' .OPE:NINGS : OCC(. P .I...(')At:) 'R1 N . !ii . 15: . W . TOTAL APE:A : 236:15 1140. S'T'OP I:E:S : 1. 15T. '23h:1 Gd(7(:)I CONST: F:I PIX NdlrKT 7 F-iri'GH•T' : :Lfi) '1.'1\1): AREKA SE:PAIT? NO RAI EJ): NT:' � BASl:•"MEN1 ? NO :31 1) : 0(;(' NO PA'T'IED: P11ii:1,'T.:r1N3:Nr::'7 NO 1:)A!iil:••.:M''T' F-1...0017 LAJAU: 50 G,AG)A(,I: FINE:NE: 51"JAKI„.T? NO At APM'7 N() P I OW((;,I='hl) FJE 1'E(::'i ? NO HEAT T'YFIE GAS AM" G'L..AN CHECK BY JI)i PE::MO NKS : I'"±rtcnrct• Mm . De ver•trtn FIlf.m:t.:Ly C:nutt91el:f.r1q WE:I:SSUE: OF= NO, OcaJ.min("c) f' ) r'o . J.,11 r.^ P,E:I7dt11:'T' tic'7n . "i() W I N (�-'L..AN NEV:I:EW . •eI:3 E R UE P171'tIiFLl't(J ()GT f':I:G21::: P'T' $ 9.80 PHONE:: ( 503) :'''R'22••-U"i91i S'T•A•1'E: 1 AX $3 . '72 C I:)E:VKI...OPML'-N'1 CHARGLES N y T SI)l::(STREAK r) A C 1'-'f21."PA10 < $70 . P". i T i O i This permit is issued subject to the regulations contained in Title 14f7ECE:r.PT NO. .._....._.....__......_....._................._...._._.___. of the TMC. State of Oregon Specialty Codes,zoning regulations and all other applicable codes and ordinances, and it is hereby 1.11r..(:ItTl:AE:D INGPEC:'T :I:(:)N!ii agreed that the work will be done in accordance with the plans and 1`11AM:ING specifications and in compliance with all applicable codes and :LN!iit.11...A'T':ION ordinances The issuance of this permit dues not waive restrictive (,Y1, HOAP) i covenants. Contractor and subcontractors shall hava current city 1 business tax permits This permit will expire and become null and SUSPEND .CFALL...LN(a F void if work is not started within 180 days,or if work is suspended or I':f.,'AL.. abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved. Permittee Signat Issued By: SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE Y 4' � 4D TUALATIN VALLEY FIRE AND RESCUE FIRE MARSHALS OFFICE s 4755 S.W.Griffith Drive • P.O. Box 4755 • Baaverton,Oregon 97076 • (503)526-2239 April 19, 1989 1 Diantha Knott & Associates y Interior Planning & Design 101 S.W. Main Street - Suite 705 Portland, Oregon 97204 RE: Beaverton Family Counseling E 9370 S.W. Cieenburg Rd. e Dear Ms. Knott; ?i 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 conditionally a M pproved subject to the following i.t.ems; qq ' t 1. Exit Door Hardware: All doors shown on the drawings must be openable f.r.om the inside for immediate exit at, all times without the use of a key, special knowledge, or effort. UBC Sec. 3304 2. Exterior Exit Door; Hardware for the exterior door; and key operated r deadlocks may be permitted where there is a sign posted on or over the door reading, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" in letters not less than one-inch in height on a contrasting background. UBC Sec, 3304 3. Firestopping: In all wood framed walls and partitions, firesto consistingpping of 2-inch nominally-sized lumber or other approved y 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 4 Address Required: The tenant space number mGst 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 ''�r�•�""� .,,� , .:,' ` ...v..........,.,�.+,,..,�y;rnN,acGaw;w!�w�avocA�,�e..,F+eeia��t�YululWy � y�' Q` ��T ".�♦ 74: I l'u�,p .5�.'.Ch .•Y`��4 ✓` °' J�' 11 ,*k' '�'`... ni" �i`.vJ, `i-"�Crib as{.,' NEW- Y1 1 IN IN 1 Diantha 'Knott & Associates April 19, 1989 f Page 2 I �II 5. Fir_e_Extinguisher Requirements: Not less than one (1) approved fire extinguishers) with rating of not less than 2A10B:C shall be provided for each 1,500 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 1 6. Mechanical Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning systems. 40 Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by tbi.s office prior to installation. UBC Sec. 302 7. Mechanical Equipment Approval: All heat producing and electrical equipment and appliances installed in conjunction with the 1 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 specifications. UMC Sec. 502 8. Approved Plans on Job Site: One set of approved plans bearing the stamps of the Tigard Building Department and this office must be maintai.r_ed on the project site throughout all phases of construction and must be made avaj.iabl.e to building and fire inspectors for reference during required cunstruction inspections. UBC Sec. 303 9. Inspections Required: Inspecti,ni and approval of construction by a ` representative of this office s required; (a) prior to the cover of any new framing elements following the installation of all utility runs which will be concealed w1thin wall and partition cavities; (b) upon completion of construction and prior to occupancy of the tenant space. UBC Sec. 305 10. 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 he obtained from the City of Tigard Building Department. UBC Sec. 107 ' f SPECIAL NOTICE: DEVIATIONS FROM THE SUBMITTFU AND HEREBY CONDITIONALLY APTROVED PLANS DURING THE COUPE OF cnNSfRUCTION, EXCLUSI`% OF THOSE NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HERELN, ARE PROHIBITED WITHOUT THE WRLTTFN AUTHORIZATION OF THE WASHINGTON COUNTY BUILDING DEPARTMENT AND THIS OFFICE. 1� I 1! I _waw+i a'+r+a541i:Tw(,c"'t�l�s„l ➢.dW9fM1'N79};; y;Wry,9 WW.. i 1 i, .. . r , r I v a G I I � Diantha Knott k Associates April 19, 1989 Page 3 i f 1 I t APPROVAL OF SUTjMITTED PLANS IS NOT AN APPROVAL OF OMISSIONS OR 1 OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT, If I can be of any fu,,her assistance to you, please feel free to contact me at 526-250:. � Sincerely, � 1 Q Gene chill Deputy Deputy Fire Marshal i GB:kw cc: Tigard Building Department ✓ G.N.F. COristructioa s I � t f �I �1 I I I 1 { I I i • n 'I �gMIQ+^—" .a r.ti w,...-..,......... .... .....:. -...,«. .-.-r...mv.,..w ,.rrw .. n P-awr.4 M7(MT4 K' F DIANTHA KNOTT & ASSOCIATES SUPPLEMENT NO. BEAVFAM.SPE s Interior Planning & Design Page 1 of 3 101 SW Main St. , Suite 705 Job No. 802-1017 Portland, Oregon 97204 Date 3-30-89 TO: PROJECT: ° Contractor The Commons - Jefferson Pldg. TENANT: Beaverton Family Counseling The following tenant improvements have been requested for the first floor offices of Beaverton Family Counseling in the d Jefferson Building at The Commons. Plez.se inspect the site, ' review the attached drawings and specifications and submit your itemized proposal to Mr. Rick Martinson, Building Manager, SiLunCo Properties, 400 SW Sixth, 8th Floor, Portland, Oregon 97204 with a copy to Diantha Knott & Associates . Please advise SimmCo ' Properties of the earliest possible completion date for these tenant improvements. TENANT Sr-isCIFICATIONS 1. GSLIERAL TENANT II4PROVEMEIZT WORK: The Contractor shall submit an itemized breakdown of the cost wi'h his prcposal, fo:- work as required to complete the tenant improvements indicated on the drawings listed at the end of this Supplement. t ' Direct question, regarding the work outlined in the drawings and the specifications to Diantha Knott & Associates at (503) 243-3375. All work to comply with the prevailing :.elevant codes. I Construction is scheduled top roceeC on April 20, 1989. Confirm scheduling requirements with Mr. Rick Martinson of SimmCo Properties. 2. BUILDING STANDARD WORK 1k. DEMOLITION: As shown and required for construction. Contractor to dispose of all materials off site in an approved manner. Contracts_ to be responsible for repair of any damage caused by his operations. B. PARTITIONS: New partitions to be 2-1/2" mein? studs at 16 on center maximum, with one layer 5/8" gypsum board each side. Provide continuous sound seal at top and bottom tracks. Brace all partitions to structure above in accordance with prevailing codes. Construction and finish to comply with standards in USG Gypsum ;r Construction Handbook, latest edition. t ' PERMIT NO. t Y, tl • f 1� i I i 0 i Supplement BEAVFAM.SPE r. Job No. 802-1017 March 30, 19E'9 R Page 2 of 3 i C. INSULATICN : Provide batt insulation in all new partitions. Also provide insulation above ceiling, extending 2'-0" on each side of new partitions. D. DOORS, FRAMES & HARDWARE: Provide new 3'-0" wide solid core doors at Doors 7 and B. Doors 9 and 11 to be • relocated existing. Door 10 to he relocated existing, 42" wide. Reuse existing door frames where possible. New frames to match existing. New door hardware to i match existing quality and finish. All locks to be keyed alike, to match lock at entry door (number 1) . E. ELECTRICAL & TELEPHONE: Provide two new duplex I convenience outlets, two separate circuit outlets, and one telephone outlet where shown on plan. F. PAINT: Paint entire suite, including vinyl panels, with two coats low sheen latex acrylic enamel. Paint j all doors and door frames with two coats low sheen alkyd enamel. Remove all electrical coverplates prior to painting, and re-install afterwards. Fill oak doors prior to painting so that no visible wood grain telegraphs show through the paint . Prepare vinyl i panels as required to accept paint. Wall paint color t `. to be Miller No. 2492M. Walls: Miller No. 2492Y, Wood Moldings & Door Fumes: Low Sheen Alkyd Enamel to match c Miller Mix ITo. 7.0438 (T/M Benj. Moore OW-181 . G. LIGHTING: Add one new 2x2 fluorescent fixture at Poom 7 to match existing. Rearrange light fixtures as shown on plan. H. HEATING, VENTTLATING & AIR CONDITICNING: Rework existing system to accommodate new partition layout. I. CARPET: Desiyi,vicavp Santa Cru:- Cypress No. 777-445 a�r3 Nova Cushion contract weight pad provided by owner. ' and installed by contractor. J. WALL BASE: Mercer Vynite/Rubber straight base without cove except where wood base occurs, supplied and installed by contractor . Color No. 208 Light Grey. PERMIT NO. 890968 2 OF 6 7 Supplement B;.AVFAM.SPE Job No. 802-1017 March 30, 1989 Page 3 of 3 DRANIMS: The following Drawings are hereby issued and become a part of this Supplement: No, Description Size :sate D-1 Demolition Plan 3-1/2"X11" 3-14-89 A-1 Floor Plan 24"x36" 3-14-89 A-2 Reflected Ceiling Plan 24"x36" 3-14-89 DUBRA KNOW & ASSOCIATES Interior Planning & Design B !y y _ Diantha L. Kno t, I.B.D. Distribution: Contractor (10) SimmCo Properties (2) Tenant (2) Commercial. Affiliates (1) File:beavfam.spe/f6 (1) PERMIT NO. 89(.)868 OF 6 I n r i ;M �A 1 tr t ••• w••• f EXISTING ••••�••• DEMOLITION 'r 3 DIANTHA KNOTT DEMOLITION PL & ASSOCIATES BEAVERTON FAMILY COUNSELING p- 1 - JEFFERSON BLDG. - TME COMMONS PORTLAND OREGON SCALE 1/8•:1'-0'° 108 NO. 802- x..17 DATE 3-14-89 �D�7AWING NO. rF.Rl,iTT N0. R90969 1 1..1 r. c r CONSOUDATED FIRE AND RESCUE Washington County Fire District No.1 City of Beaverton Fire Department Tualatin Fire District � FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT CONTRACTOR. BLDG. PERPIIT 0 PROJECT NAME PLAN REVIEW 0 y ✓ LOCATION `7.� 70 JURISDICTION: 1= Be. 2= lht. 3= I ,C4= �:)5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= AIC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPi.ED FINAL n Framing Geparaticn Walls Sprinkler System ❑ SLaft L__I Fire Dampers (Overhead/Underground) 1-1 Alarm Sy.;tem ❑ Hood' Extng Systems U Conference El Spray B'ioth El Ceiling Cover El Other i i i �h Date: ) ' — Inspector: `�,,� ;f J✓„ *:wt.. 2.,•%Afat6+ �xxe ar.-a,u;,.:.+�eaNwtishs �r+wuwrswmo-yw�,cw `.rA1YRi[rtiNTli1�. r 1 CONSOUDATED FIRE AND RESCUE ® Washington County Fire District No.1 City of Beaverton Fire Department Tualatin Fire District _ . FIRE MARSHALS OFFICE (503) 526-2469 POSTED: , i OCCUPANT .I�L''L) I CONTRACTOR - BLDG. PERMIT I PROJECT NAME �D� [ PLAN REVIEW Il LOCATION ,/`? 2 C �• �` J��V�t//� -- JURISDICTION;._l=4e. 2= Du. 3= K.C.11 44--Ti 5= Tu. 6= Sh, 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLO't-UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler Sys,-.em r; ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Houd' Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other - �V1 D/" se UcTE� �1� I i t k Date: _ Inspector: f G .til �1 r II �" 9 INSPECTION NOTICE City of Tiqard Building Department r m, P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 iyl Type of Inspection Date Requested Time —A.M. P.M � Y7�� Address Permit # (✓4 70 Owner_ t;�� Lot #_ Builder_ The following Building Code deficiencies are required to be corrected: i EI _—_ r� J' Presented to Approved i Inspector G'� 11 K— Disapproved Date -- CALL FOR REINSPECTION FT YES ❑ NO m P•' f i,. 1. 4' I 1 3 Y I I INSPECTION NOTICE ( tib City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 - n t Type of Inspection _ L]RGV -l��by' Date Requested_—�2 -22 `ime A.M. P.M. Address _- ` �7�� I�7X f'0 ysp(,C UQ Permit # J 7 Owner _ Lot # Builder.-- The uilder.The following Building Code deficiencies are required to be corrected: i Presented to _. 1 Approved Inspector _. - -- ----- Disapproved Date CALL FOR REINSPECTION ❑ YES L-) NO t r A a!� 1 f { '.,. ...:fir. i-: ...-..r. .. -.. • .. .. .. :r.�.1, ... i a , }_`+'. 1 I I , I' WASHINGTON COUNTY INSPECTION CARD DF,PARTMENT OF: LAND USE AM) TRANSPORTATION PERMIT NO. FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION CALL: 640-3470 DATE iODRESS -7 ��\ �.� M/`) PERMITEE U RECTIONSPHONE N0. \/r _ � NSPErTIONS: 1__.lSTRUCT PLUMB [JMECH []ELECT CALLED I BY APPROVED. REOMSTM INSPECTION APPROVED HOWEVER NOTE: ---- DNOT APPROVED: REPAIR OR REPLACE AND RE-INSPECT: -- 18TOP WORK UNTIL• (,,y NSPECTOR i I; l f 1 s�wwssw INSPECTION NOTICE City of Tigard Building Department J P.O. Box. 23397 Tigard, Oregon 97223 Phone: 639-4175 0 Type of In-pection .__—_ • Date Requested p�__ lime � A.M. P.M. � _ � �1 Address 7 �d -- Permit Owner ,� Lot # � �.LL Builders The following Building Code defici ncies are requi,ed to be corrected: �� _.�'� � x�-� '�_ Presented to _ [_] Approved Inspector _%' !� ---- Disapproved Date CALL �F'O�REINSPECTION YES L) NO r i4lY l .:1. p I d � CONSOLIDATED FIHE AND RESCUE ® Washington County Fire District No. t City of Beaverton Fire Department Tualatin Fire District FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCiJPANT , h� 1,o) k;', cry CONTR�XTOR BLDG, PERMIT It y PROJECT NAME T_ ��✓, Oma,- PLAN REVIEW It LOCATION �,� 7 S J�k' r:%) /� 40 JURISDICTION: 1= Be, 2= Du. 3= I:,C. 4= T 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER'S FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL no In Framing F1 Separation Walls u Sprinkler System Shaft L__I Fire Dampers (Overhead/Miderground) r-� I Alarm System Hood Extug Systems El Conference El Spray Booth Ceiling Cover u Other___— 7 A Date:_ _--�-- Inspector. : h . s r f i z« tt NOv — lS - 90 TUE 12 : 20 NORTHWEST P _ 0 1 so • (N l pill 11 VV (1141 • � s r, Voil lift lilt, q1 1111) m11:11 rin l )11r+ F 11 I►vrr r t + r fir• I Ft�{� WE ARF. 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Nov1.abet, IM JAM11 1.11.411.All—1:n�nw,1N ►ft►Y,W NII wTt hhsl l�wAs OC+•►IMt�C 0" dulb•/•00',ICutll � I • 1 1Nr W 1,1m,C.N 40ANIA ue Dm CAve. M-592 t1 p,AccTogorn�i�nl►+o 1'.arxe`Ming &-d Quality Oo-t*ral $AllWI6N10T9KA$ N=thoa t IeKtirg IO at.D-ics1 I11'1c3, o�l,��a►,,•Ia�+111 6405 N=th U goon J y=A4 ngtCtgtICy 000tlAA,A1?J($r.wtK" k'ortla'1AI OreCM 97217 i IGW��9 Q1CY.1�1'1!:C7VN >. 4044 c.wokuwrNo•►.c. 1 me, Caval buu.Dn+O�rrrclk � ' MrtC��'n�.Cr+IFpgr�U M•t,wrtDthw.,n,r1 WeIi o in remipt or yo= let .er daud dct-ober 71 x983 ;!and I4Ac",blrAa1/4f NT IDF 1u LDW0 M�� C111M044$ 001 (4for the following resrvLrv.tt olMrcens Northw11st r.Ceb,^tl q Lb1K-) atax1ei;j IrC. is Mx7 j ized )Dy 1= ES , ,at!1,041n for it ti•Qn " labelirzl of fire doorsi uj= the Fixe test6 ,Io,11�kattc•na. have twm vmx, tcd by Heyereaeu-sar ozrp rW f-Itis xeduwlcagy vlcr rAcu:ert Lab=at cry (gee arsaicla d C-py .! POPcoC'C Na, NLR-312) , To e.►.��L�NI,►.c,o.1.0, �.1'toIUL 4 thia x> J v.1 an in Vw Fut, j ct xteport, Vie attached xuin��ree°I�N .c, wupplcmQxtta�.�, application xmist be cmpliatod aril signed .u-4 uewcl�l!� rt riled Vagi A fee of 6950,D0, 4A1,terratal r, this can be, addod pONAMA WArGON.►t. to ths'. report: at: tha tim of Y'@'•'wz.dmtiCm jn ,AL1 w, 1909. A third scha&9.piea�4 me attad)odVW be to � or a rztirnn out of Mesa! procxcl.u-^e , 1 • N. ' Ycxzzsl wc�y t:>:vly, s ar# " I 1W7L�r�.•1 1 ',' I (•+ �:� ':� ile�bn�l OHIcNr k>>I N•M`I ower Dn�e � Kuuo,t.'ny,Mtluur1041yt Itl1617,11•Z)4) 12505 bellevut•kedmond Ko10,Stmt V IIelltw�•VI'rRh!r11nn Lh(rf1'! I�f✓bt•1!1.9541 j,//� •,n, �,..r/ nd• y,d,nllA • Lutn TA.•.Tt,1r11 • f�191d7+.11�'III f 1r ,3 y .'nt '4'r' `' N f r .i+ '41 .fir y rig }ti ;y,jx t fti• �, � N n 1t�" ��f R"m �7,b�6, ,1, •. a r,>.i �J. i '' 1 a h� !••4r tF'm',� '�y1,.� p}� 1k�1, YS� ,i�� ' �'.�.,+ill, d+r r ' r. .is ' � E I• �;,. i 1 ? 1 h� c i I� -1 H W E S T _r�.•. r.____ F 0� . FEATURE UNDERWHITEAS LAOORAT'Op1ES ON r WANNOCK MERQiV INTONATIONAL "C" LAdf:L_. r 1; 1,10,i+'Un•rf Its I r WUr,ppS'n �1 C 31 c•r4'a dd,n.OPENIN041x ,o/o sN'ro, a $ tt,to,o IV,. pHLPfslj! a$,ruraiQ l5uYlaIuao x n10 I' R �h Cupp—sills will ;+r;rpptad !rarer b UnlroatCd IAar,la Ou1Cr �"�((,tionat motchin0 o,.'4r 4" Suplr1140: wllh Iraa:ed Inw 1461st'le Or ,os0 o!a3uo Top log :1• untlastC9 81-1 ran 3' Vnirell'ed mill ipbon OP110'�01 . :ln, rp puler with U., )b •-- -- -..-.�- +. urar�,rtl+d. p,rn. rove �` w�tn u., VISION T IUeq eq Inch Cutout Mai rnurn QCen,n tN h 21Y Of Isnp!h $ ' 4IN© o' Ge'i"-'yrl` at 1°P.1r'd SrJ1)•f, hlpd ma t+e/ feCe vgnp^ . W14I only y YI�IgN � Ip�fq In ;181r1Irr-r!0r H ph1Can rtivlliplef V13I0 k`101('+uM Lipfryd bmor%i,--ionor Wrtimvn d' size Merlrmum 6" Inp & $'do$ 13) r top a'•4"It 4 ps 'n�E,9r" ' 24" � 24`,w lh Q., Allowed a' IIA& re et Dd!Ivm UQ to Not Allcv011Y ,nd Not AticAed at a'd,:'s 0" at bctta.r, Up !c YVo 0,11Y. Wool Vtr4Cr, MiC.'A. hfv rAD', kc T+ce, Wrh:1 Me'llur1 Ottns,ty .—WOO V("+.Cr, i Modlum penalty Ove,loy Con?'Wl'!a xi`�on An, 0�arley, HPL tl) tsyrd'urt C0.1mily ON9Cly LeTner1 � . N7PA 080 requ•QI half b ;P,i-g or eg0val Slif h rpr;9 for f'+�nq nq .�oW�J�U a�Gr1 O C_6/0 high til 7 '' Nth 1.41Y 4 Vr);MV,r•4'r" x 13l Anchor IStf ba'to'n o1 rs0e for ,n C;r1yel screw h:,IC' IV uO i0 I.10 x 7'0 _ 1 U.L.LLld C IinCr� I , ppr -•--•^�-•�— ------c- _ .,__..., ,, ;r _....._ e d Y Ca W Min Throw, tior,I:� 0, M'n yh,cw, - - '4 Unlit 'A' A"m, Thro-N A(SO pr Colt+ln Ser;gl 0 u^�dlr U611 q"tit! ,61 Cylir4er tyPt ki I_t,r:'td S�rlet 600, Yale b Trv,rrt Ger R0 8?00. SC !84Q41 G. Sen. ur ti throe Morlise type) w+lh �l' Co+bn SCric� 300. Biu+a'Nin Q; 10 b�0, See note 04 at bottom of t'+erl 14r 01, 810 end Min. Ih'oP Cy!. 111 L I W 810. Scoff 11 03 at b ttom C' �fl.dbolt information. Cyl LCCk1 or Hus Ilal PU r x Ices hat Push-pull l,atCh to S" " Bleck SM _ p �. v Irh iO Pa.� $1.4 PvOh•r+un t.01;h to S" Lack S. a~ w F26 min 1'hru-Bol top o Eqw fo`Rr n eiAO •...--_._. _..,.....,�., " Ifd C pivot 1 n Not ,.I+OwyO N41 'A J, 1,, " 0 >i39 A1'h,~'rhrU pC rr o► W, Intermed S DIM pplvgto fgval or 'e-Qn ;h n PMtp 210, or a p Intc+mad. Btrn q,(l. T117, T117'{ Or 6:1 Ihru 69, A!a'Ieeble hpn Only, If f ea'vd elye) 'n MI'l In plrr Tit 117 4 o' 0 I"�ru OA. ►,, -- -- •��' �.+�•— ---: '- U� th►teC! tYOA Ir•ru.bo'bcA With nptlunet 6 i -On sl', Swing s!sd rim�i'n�,1;i� -! -- _- _.ter._..,_ _. Al�qq ! pC with W 1h,Cw in 10 A S,0 In pa"I 11 0 K A;0) rrcrlse ►vf+':r a^,livp er'd FuN�i•. (Wllh Alebil only, p^Ifs eVallp�f! with 11416ce verlicel rode both doo►a -� nil fvcrlrwppin9 astragel or c00►d1+116rt r.+q+r' I WADE — �,..__..— \N Doors wilh removeb I1 or liked rrwia i� Ela+tom Bolts Gr vas Nf .,9, Covert u lrh rema� belween ere cpns;dCred as llrp'e a h C)" COr+l101! ►940 a 31ynn I Ahvyv COn$tdPrr: JO++nton NFB 0 or F8 10 Auto — Ftu7h 8011!1 Ailragllf 111jired. • Hr% IH)uh Pressure Lnminete'r Douro In Petra - WarnOc Loney LOW only. Double F91i U003 • Warnock Hersey 1.tbal only, • Over 1,200 tq, In. In slnpites or over 100 sq. In. In palrf, Jrhorlt Htrtey only. Lock sets for Gni M,, 1 Hr, of 1�} Nr, doom, over 0/0 Ionil bra reatrlctl!d to Iht foltowtn4 U.L. Lltled horka; Schlnp� CD 'h" Mill, YhrOw•' Corbin V4" Min. Throw Unit, Cor 1� w.~ TI1.Ow-Mor111e, Rutt►Wln 14" MIM, Throw•Unit, Ya t %, M h. hrew-Mo►lixt, .��:... -- --•----�---ui HIt. '__._�.... T �F�. 1.y HR.�� SAPP Weldrokm Ntineral WelcirCkil tkr1c1 al Weldro,,s rAIrlerf( ,=,r•, 1 Core Core Cor r4 I C,icB 4'h x 10" 4%r" rl 10 �� ,•.�;' ` ' Op;ior, 1 dy a ptic�nAl Optlor+Al r' Alllneral CCre ly W total Super Sure w;,:j unlreeted IPPAllA lurnbar ogler end Ire.3led An/tfl• •;;'� ply maple Ironer, Matching outer tttileth'option:,! ,. W. RAILS W,lop roil with R" opl'on�l Iu�@rr3ll 6u8I10'''tA Cn III. 1 hr and '} 1 Z to 2 oil, fell, with S, option!!! !aur, mall 1vaI!3b1e on 14, 1 H►, and 1Si I'Ir, All foreign end domcstiC " r1 r t - .o ep 9, h p , pressure (amInA1QS And r'"tQdIU'ti'I , . ;;, :, .}•f denSity verlit'd. Archrtt•?Clur81 prod! verieall avAile�►e to btueprint mldch I 1 canelA, r rI l •• ., ' ,-�,; ;; .,►. '•,+. ,•,) 1, l Type I Walerpropf Type I Walc►prr..,," Type I waterproof . A.nnultle:'N4 4!i!1 NOV - 6 - 90 TUE 1 2 22 N R T H W EST F^ 04 i 1 1 1 , i " I 1 i Northwest 74tt,ing Laboratories , Inc . , a testing and quality control, mcnitoring organizAti.on , was founded ;in 1939 . We are an independ,?nt mind ity and woman owned and operated corporation . 1 1 Cour operating laboratory !divi. siotis are loclitod in a 21 , 500 square foot buil.d 'ing in ' Portland , Oregoni ;with satellite off-ces in Salem and Eugene ` Oz �:gon . N i I' We provide testing and dual i t.y contrcl monitoring on the characteristics anal pe+•fot;rri�nGe of materials , prr.ducts , systems Incl services throup identification , measurement and Wvalua.tion . ' y Our stuff of 70 skilled and Experienced eripioyees irirludesa registered professionxil eihVneers ( soils , r_-c..nctete hnd elect- rical experignce ) , graduate, geologists and gao.-techs , graduate chemists and chem—techs . 1:I. tad ividual key personnel ml, i stain licenses and certi.ficatio6a with the City of Portland , states ,)f Oregon and Washington aria notional organimations o We n.re accred kted by the g4tiona.l Bureau of Standards , NVLA,P, I .C. B .U, , IAPMO, W ,A, S ,0. ,1!;0regon D. S ,Q. , AC'S approved by the State of Oregon and numerous municipal itios o We 81-41 also approved vendors providing services to the nuclear industry for many contactors and suppliers . ' .t N 0 V — 6 - 90 TL_lE 1 ':2, 2 3 F10R 7' " L.JE S T P _ 0 WVF TECHNICAL AT� WOOD VENEER I VISION FRAME FROM � _ T.�TED FDR ANEMOSI AT .. PRODUCTS DIVISION F1pE r 0f'ENATtt1N or *m"WARNOCK I',ERSEY UYNAMtcp .voitrURATION 01F AMERICn 9-41-m INTERNATIONAL iP&BOX 41135 r 1.2,20 WAIVON 0911,11.R sift. PMlf�T pE�l01t�0 CARSON, CA 90745 (213)775-•7411 FAX(213)83s-044(1 L �� Fa s► IIE Orfi�� t "or 17der 1/6 APER 010 VIS1ElE CUTOUT LI S!'0 , / - >r rot" liuul / / f , �/,,0//i/ �-- TIIEAUAI WOOD vEHCER CORE OVER MIC SUBSTRATEO DRYWALL POOR NAILS rSTANDARD PRODUCT FEAT_URL9_ IMATERIAU word Veneer over fire ruled •w0Ob SPECIES: Stocked In Nofural Blreh and comp-vent earl. Honduras Mohogany. FINISH: Red Oak. Othgr sp0eles available on spectal order. •INSTAUATION: Frorne fastens directly Inge core of - SHAPES: Consult factory lo► availability the door with 2! f{f'lsh rai's, (sof curved or 11.0 rated), c iferie ing with d w glass slnp•, _ fastened with 2� 1/drywall no!Is, �W,11'L lES_1WRE5ULT4 Clore rlih fire roI �, 1 10% •FIR£ 'RATINt:S: 20 minute - approved listing of Nags and caulk are ►,be 11n n a 1296 squore inches %19!610 life, Entire assembly must ' ailed ,� by a cerlifled W.H.I, dl9lrib, or.9 45 minule - approved !!:f!r,g a1 - 01 DOOR THICKNESS: 1 3/4" only, �y '+3 945 square Inoh00 vl►�Ele Ills. •OI.ASSs Must to 1/4" or 3/16" fire rated with W,H,f:,,,br (mug width 24 U.1,. c!ass111collon markings, \ 60/90 rrinufs anpioved 00mg of i 100 squor inches visible Ills. •ASTHFTICS: Root wood veneer m r.,rrch to door. (mox, ''width IOr' x mox. height 33") and mo slop for fasteners. confaurs, .OPERATIONAL TEST: Endured 10'.0,000 + cycles of operotienr and n0 visible fosfenr9. ef1N firmly secured In to the door. Jab Norne do Location Submitted by SEP I 1989 MV)<' 001 14illo 1 cremes Page 18 .7. K r NOS — 1 � - 510 Tt_IP 1 4 ?S ? NOR TH !.oE. '= T P 0 1 IL .Wf. Y,tiOI41'40/rILtvu ItI- N0.•.. ICBO Evaluation rvice Inc. Service, A subsidrary corporatlon of the International ConferenCe of Building Officials SM SOUTH WORKMAN MILL ROAD WHITTIR,CALIMRNIA 90601 1.')3i1799-0'o4 1,4 111 S k t ° b4Noa^oIn[cr�h!6 Nav=ber 1, ].986 J1/Mt t,•wA,RC+GMA.hMM' , INTkhN01,1 KJNA�OUNFC11d MCt 0, OVILD440 OFFICIAL Y ..-i Willi)i11 M,C.LLMOANIn 01«C CAVAR00 . cave AA-:i52 alnr�*Cao►eu�alNa Marc" W4 V.:m1.ity omtral IN��FCT10N;t SAb AN.?N.O.T!>tAl Noz-'- i.S'tr T"t;ijv Lp0x='-0de--" 1xr— ocnA:hH,4AIeo $403 North :ap=; AvWue IA[C+{,`w pr CUOCa^paiv,}rtiA!Uw KANSAS CITY 60I21,DU0.1 POrtLV4, 0reQ= 972;L'7 JONA t.14AUL01N0,P.8 rA 6U7L61NCCWFICtAI Dox" Mr. Caval 7 LANGAuYBQ.CM.��t�N1A mcCrn�i W*91mrVTor VLDN', We aZ� it: �x',�E!ipC Of yL'Rit let-tem, ck�:►�d C ?1, Z9$t3 t'IT1d oE�M�N6y 11JW offo the 011owlnq re-syo1 -t ..^I>Ict�s NOrtt3tJAL`G Ty tl.rV 7.s'- 6ratori G, Inc. is p�,,.vgtL',zed by Z= ES PMC91DC,^ �Oi e1nTrIC� O �]11E t9GOZSati+'� ep the iv. t*sts A JOHN NOLIIE,P,L IhR bem = by Weyeibaeus +fes (= 1-in :r YIMPRESVEW Labaratery (sw esxcac,pa+d 2) ' To O.A n,MA"i,04•e,t r .131C11]de tl.,1g ' 0� tit'-�dxt NO, 2dER-3;U) • T`C� Y;CC•rq Gi0lt+! ti x CV%iticm In the srabDect report;, the a'ttmcr�d r RU>tY tr�HL1A,s•S m"P1*'T1t=Y Qpplicw-ti]n mist be mrrp et-: lgt� Q1Id t ec:�Er�C� r�: L.t>ed with a fee of $95o.00. XtetIvAcr1y, this can l►x &eco I0NA.Q01 WATCON.P,t to t. - .,port et it)& tlh*. of J:e-exwo-'jation ih dune, ,ZQsfl. A c ePFINhMCI�, ,c� T-�xd a't'z'Mt.ive 1d11 be to app)) fox n o: phase see 8ttache rules of prtaced> , f - 1 t 41 Ycwr$ vcry truly, Np1;:x"tt� �►. FZl1f1811, P.�:. t AR:t j f�7.trrarea � s I + keponil Offkvs x'30 N.V�,7bN e,p . fan+es Clly MI»wrI M1Q 1 1016)741.,)41 115U9!JI!I1tLvt•IftOMO.'+G QC)aC Sullt!Or 6CI1P:'v!.%A'Aehiripnn ym0A • IlUb x51.9;A 1 Q • ' 401 Rtn Ctrndt SUlty 450 �,u3Nn,Tt,,►'4�Ot . rD 11 4't•Qat •_ pry ,�tE,e r�' .,ir a1L,,.•r..�. ��' ' Ce:u . N 0 V — 1 5 - 40 THU 9 A0 N 0 R T H W E _T. l: VOR THWEST TIESTI G LABORATORIES, INC, �• 5405 N Lagoon Avonue I OO NR 7rJCfIDN IN>t�[G7,ON NOh.DR01'�N�71V[tLO�INIj f,, Y' MA11^A0 IN011414TION P,0-Dox 1?126 W'CL61PYa CCAiflCATION ONgMtDAL ANAjY61/ Portland,Cre9on 97217.0126 001 Y"TINO • I,�l,EA�TC/'rIN� Phone•.(503)289.1778 August 13 , 1988 Genco Doers systems • 714 z1 55th Avenue Portlind, Oregon 97213 Attanti,on : Mr. Steve Centoni � 511 ' ject : Fixe Resistance Test conducted on one ( 1 ) rood lite kit in accordance with ASTH E-152 , i ' 1 Assembly: 3 .0 x 8 , 6, 20 m:.nute rated fire door with wood lite kit , 70" x 54" 1/4" wiroplate fixed glass . Test : Fire expo.su�a test of door assemblies ASTM E-152 . l7€ZgX"n ion: a The 20 minute fire rated door with the wood lite kit ! installed, was mounted on a metal stud wa' l section covered with S/8" one ( 1) hour fire rated gypsum wall board . The wood door was in the Frame using listed hinVes and hardware. The door was hung to open into the furnace , Clearances abound tl)e door was sufficient to allow free operation of the door while remaining within the 1/26" to 1/8" clearance requirement stated in the test method , The sill to door bottom clearance was 3/8" the entire width of the door . The entire was assembly was placed on the furnace with a , pressure tap located X" above the center of the top of tr,�& frame to measure internal furnace pressure during the test . Initial warp measurements and temperatures were noted when the test was started . A a• ' S AS A MN7UAL RA,•CC7.W'Z CuC'/T0,""t•U661 AnD 0VR3G'.VC♦ al.RCrGo?%ARC{v0'0:' r.D V n,s } CC"np�'VYIA�M�C W ►CR71 O1 C6I4'-3 449 An{•-•C'.DCD ROR*wC-,41?PC, ?.PC,04tOTAt Twp RCIOn- GG.�'.7C t•a •.n7 pr..tt h •,nw OW-wm^r�h Avrn0�1A+Sr ,+ •.,I{; 1 k.•fare.., ,f��'��:'. w: 't. .,91Y: r NOV - ] T H U 9 4 1 NORTHWEST .. ... .... ` Letter to Cenco Door systema ' August 18 , 19g& Page 2 ILCEI—QDMALUI&AD'-q Exposed Face: ��b l e d i,n e r St�n�nst•�`�s 0 seconds Test started : ambient temperature 65 F 50 seconds Ignition of door veneer fa^o I min, 40 sec Glazing cracked without fallout 2 min , 50 %cc Charred veneer falling into furnace, exposing core to firs , ignition of wood frame around glass 10 minutes Door , door frame, lite frame burning, no penetration Y • �� t 15 minutes Door , door frame lite franc burning, no penetration 20 minutes Test terminated une,.posad F 0 seconds Test started : &;abient temperature 65 F f 1 min , 40 !,ec Glazing cracked , no glass fallout 7 minutes Glazing continuing to crack no fallout , no Penetration 15 minutest No glazing fallout , no flame penetration 4 .!0 minutes Test terminated , no glazing fallout , no flame penetration imam NOV - 15 - 90 THU 9 : 4 1 NORTHWEST P - 04 i Letter to Cenco Door Systems August 18 , 1988 Page 3 V . Unexposed Face Maximum Temperatures (F) : } Wood Door 185 . 0 Wood Lite Frame . . . . . . . . . . 180. 4 Glazing of , 927 . 1* No limit specified, information only . • Qorr�ni�•� The entire test wall assembly remianed intact and s structurally sound throughout the exposure period. The wire gla,zina cracked extensively, however, remained in the frame ' without glass loss , The wooden frame and metal clips with stood the 20 minute fire exposure. Tnternal furnace pressure was maintained at -0 , 001 to -0 , 003 inches of water throughout the test period . 99n The 24" x 54" wood lite kit met criteria for acce-tance in the ASTM E-152 and UBC 43-2 standard test methods for twenty ( 20) minute fire rated doors without hose stream test . It has been a pleasure Serving you. Ressectfully , NORTHWEST TESTING LABORATORIES, INC. --7 .._ Don Cave, Paul Irish, Marketing and Quality Control Technical Director Report Number : 305560 ;Y I Nov — 1 n — 9 0 T H U S : 42 NORTHWEST 41 f' h • M 1, ti S, 1 r. �a.w•, t / -A 4 i I f t t ll •� 1 NOV - 15 - 430 T H U 9 : 42 NORTHWEST P . 06 •� fig i it „r C} I ',i! I I �1 I y�l�, rr1 � 1� �.,1(r�•j.r'>rl�� ,Y' 1� It 7117•�� il' � ��t 1 II • rwr. lod ! I 1 1� ti I N.w ' 11 � �• �r� �;�.i !��J ,Wiz. il3l I a. b I,C .., roeµM4y'N u�'.,.fir .,, ..:.�.......... ......- sy5,r: •Ji "I r. r r: NCV w•1 90� THLI oil SS- 43 NORTHWEST P,- ,ST • PIP -0 1 , 0� , ti r 1 • • r, \41t• a Ar M . n i �+ 1 , l t • . r ,r NOV — 1 !!5 _ 90 T H U 9 : 44 NORTHWEST P . lee CENCO t 41 %tin"ZoI ,n T; D ( ,..1 Mw•.,,w11.•,r .•rrr.w � 1 va f1l I ' l �'I`,V'�y. ��~►� l • J4 lir ., ' � 1 .J• CI 1'• 1 � I yi . . .V. '�•, 1 .. rip •r.• 1 • • ' . . •T. �: .. low 11 , 1 'it •� r. ........._,..__.._ . . «^i-.._�a�"�Y•I \ - X11. •�' t' +•1 7,0 2 IN V,AA6 6111 ter- R• ;n''Lua�,'t PC. 'S!M •?aCri out r I . r . ELEVATION __ f C 9,A LII r i ,a NOV - 11—% - 190 THU C� : 44 NORTH WE T .ICORTIWEST TESTING LABORATORIES9 INC. 5401 N.Usgoon Avenue hON•0l:f'fAUCTW;TttT%mo 404emucT1014 iNGFICTION P.O.Box 17124 +vrwl+o ttr•Irle�t o,� MATLt �Ut th5picTION LIOi�T!rlTIN9 �i CNtw :A,6 ANA�rri6 POrtiphd,Oregon 87217.0126 ' .galea.TraTINo Phone'(503)289.1778 *�* FACSIMILE INFGk2MATION SKEET DATE TRANSMIT TOr NAME ; r-� :____�7s�1�.� -C.. � 11 - '• COMPANYt f 9 n LQ LOCATION: N pmaF.A OF PAGX8 TRANSMITTED INCLUDING COVER SHEET: TELEPHONE NUMBER OF RECEIVING EQU.' PMENT:____ Qom, -r -�_.._w____.______ ...._ •7 TELEPHONE NUMBER: ��~ PROJECT NAME: + _a.1CtiW� . . _ e,�;t REPORT NUMBER: NOTE TO RECEIVING OPERA'rORt IN THE EVENT TRANSMISSION IS NOT CO)`IP7jETE , PLEASE CALL (503) 289-1778 1ORTHWE.ST TESTING LABORATORIES, INC. FAX NUMBER: (503) 289-1918 i � 1'I ♦140 OunstivGO µ6 ocochtf A*[fu0�r•L9.{r.L COrhpLrf+..+�p�(11+`0�QuU•�f nND��f,w�1r,p�prrs rnL SSL bt?��C.ter{C.�•rL10-new rL^for i �� •N....n. .., .TI•a••HnM N,�.N)1.Or TvS�LY N•s'.nhJr O✓�•Frt r.y•W,NNOr '..• 1. NOV — 1 S - 9Q1 TFILI 9 : 4S HORTH W EST F 1 0 NIORTHWE4ST TESTING N4N-I IIi1111CTIVi TR�TINA 5406 N•upon MenvQ y,1,,,,,Na eanTlrltenon , p,0.sox 17126 &OIL Ti1YIN0 GownurnoN 1000"'r"014WAYINO MATenIA46 INSPCG1I6N Portland,Oregon 07217.0120 Q,,LMICAL ANALY110 1778 •WTC,CAL 194TIN9 Phone'(5031289- GG August 17 , 188 C O.B. Williams Company 1939 1st Ades ' 9d134h 6eattle, Attnt Mr . W,akey McCoy aubja .t. C_nco Door 20 minute wood lite "t fol 1-3/4 Booz-MFC20H I • Sir, on April 30, 1988, Cenco Doors submitted a 3' 0" x minute fare rated door with a wood lit, kit install�ad for ZO -purpose of aartifing the 11te kit to A9rM 2-2�2 tseting, for they ., standard. Th wood lite kit consisted of 1295 sQ. inches Gf /nIl wire ' (; plate fixed glass. , A 20 minute fire exp- -A test, according to ASTON 1,-152 protocaI was suc.essfully completed. Thu lite kit qualified for a 20 minute fire resist, -e rating, '. Sinceroly, 4 NORTHWEST TESTING LABORATORIEG, INC. non Cave Sales-Marketing, O.C . Technical Director ! acs Canco Doors i AI MVNAL,.pt�*i0n"O CNY1,TMs,nvltlC dap OuN1tOCA.466 RM"A"IIL'VV".!b AL'WE OACtiItNrTr.lAv u'tpla INC f CLIth*Da Aur pn1091'0`16•� ntaGr m- UV V Out N911-T91,� �TL.JR �C"pEr+JN 4` s •:144 'x` 97 i .i4 y ;a •-a 1 INSPECTION NOTICE City of Tigard Buildii,g Departmont PA. Box 23397 Tigard, Oregon 97223 Phone: 639-417F I Type of Inspection C � Gate Re paste -- --- -------`- �._ _ �1 q d��—�- - Time_-- A.M. Address _�� d -�•1�1 ��.� Permit #.2_ Owner Lot Builder The following Buildinu Ccde defiriencies are requires' tbe corrects p P.Lsented to _ — - -----' --- __ _ ---~— R Approved ~ Inspector /� -- - Eisj Date Disapproved I t "'ALL FOR RFNSPFCTION � YES ❑ NOe 4•t� Y . .-na.. I I F SSE 'f r� rS aa'st'' °/T� i''1 t,ilf5K' vNY, re zak // \`' +`Ifl •. • �kti'�.j,..t n. ' .ti - ..^ ,+ �'•' I r.✓i'�. •^• *7I' 1 1� �j•A .n �f Ni11�1' .. ,'''1�2c r � �� r,,•ii • • IL 11 «•l' l4v Of � f/,'.ti, r yt �;,• t��"!}� Y�1�4t�..� , �rJX�.,7 ryi'77>*Y.. .� ''� � �•t`�r►,1' ,1 A ,1�, r X14` ';� { •,,al�t��t i,?1' 1 ` WW '''��p,{��I� � r~• �•�A Il'v� 'r �, t`'T}� J � 1.� t '��,`� r o:� ., i y;,;of• ��`+�/✓/ ` , f! / .. 1 ' � X1``1 If l�' � t 4 .�� ( •,t:�,. :{1 , • 1 r INSPECTION NOTICE (� City of Tigard Building Department6,) 119 4 P.O. Box 23397 i I V Tl�,ard, Oregon 97223 Phone: 639-4175 j Type of Inspection Date Requested . _ 4 - — c� A_�-- Time✓ A.M. P.M. • • 'Address _1 Px,mit Owner Builder —__�------ � /� � • p: The ffolloowa R iva Cnda firi ncie are iu uired t corre d: 2, _0 .t...�.a.�O� Presenter' to -- [� Approved Inspector — � T uisapproved Dake — di CALL F'OO EINSPEC"'10V t- YE5 ❑ NO • r BUILDING PERMIT APPLICATION DATE 19 . ..— ^ THE UNDERSIGNED HERERY APPLIES FUR A PERIAIT cOR THE WORK HEREIN INDICATED BUILDER PHONE 253, �,7 OR AS SHOWN,AND APPROVED IN THE ACCOMI'AN7'.JG PLANS AND SPECIFICATIONS. OWNER PHONE — LOT NU ----- --- O_ VER �.�. - k']CG��t3. I2 JOB ADDRESS J t L 97212 ARCHITECT ENGINEER 4 331✓ ;l frt l on Const . WE �,., 7.l.a nC s DESIGNER T t ::'i` i.. ? ?., r �. BUILDER !r.isADDRESS 802' -� �"' _ _. STRUCTUr..: ❑ NEW ((REMODEL. ❑ ADDITION ❑ REPAIR D RENEWAL ❑ FIRE DAMAGE ❑ DEMULITION ❑ RESIDENCE LN COMM U EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ PATIO ❑ CARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE OCCUPANCY LAND UbE ZONE BLDG.TYPE _ �FIRE ZONE__PLAN CHECK BY _ HEAT-- m A'c:nant: m(Ay.fication for dentist offico, .ill per opproved p� Sub ject• to r1rc Dept. approval.Tenant a Dr. Th(c-, as Barrett. Plbgj & mech. SEWER PERMIT# 3404 OC_C.LOAn FLOOA LOAD HEIGHT NO.STORIES AREA 1C>05NO.BEDROOMS VALUE ":}tl0 � BUILDING JEPARTWIENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING 75 3 REGULATIOP'IS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check • WORK WII_L BE I)^wt :N f.000RDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE 40Gp WITH ALL APPLICABLE CJDES AND ORDINANCES. THE ISSUANCE OF THIS PERMrr DOES NOT WAIVE Subtotal _ _ RESTRIC1 IVF.COVENANTS. CO�rrRACTOR .,ND SUR CONTRACTORS TO HAVE CUR14ENT CITY BUSINESS _ 5.82 LICENSE.SEPARATE PERMITS REOUIRED FOR SEWER,PLUMBING AND HEATING. State Tax SDC— Total By 273 95 AI By AGENT �. �.. 7` n � ' Receipt No. Approved ADDRESS-- --- PHONE -- I T.77777 7 Me- r I j I �I ;z. DATE �INSP. TYPE INSPECTION REMARKS i PLUMBIA,: D.1 t E QI ContrectoJ Permit No. — y O K�� rlougt•-in t 9 - < Fixture Final q HEATING -0 4 Contractor — PermlI No Get or Oil Rough-in — L_�___ �_ final •._� _ . SEWER 40 Find T— DRIVEWAY Final � I S-arm Drainer Wain Dreinl Fina. Sidewalk Curb A Street Fine; Approach — .— BLDG DEPT. FINAL �- TEMPORARY C 'lTIFtCAI'E OCCtF4NCY it final CERTIt'ICATE JCC.UPA tVCY� E � Landfcaping I � Zomnq Final r �i, i p BUILDING PERMIT APPLICATION DATE �`IALI I e _,,9 _ 46745 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR 1 HE WORK HEREIN IIVDICATED Bi III-DER PHONE 7R AS SHOWN,AND APPh. 9 IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER PHONE LOT NO. –— ----- --- OWNER '.3i.ntTnc.o Vrops JOB ADDRESS 5310 Sty Gxc Luj g 141, 1S.'-'2G.V8_ TL 300 ARCHITECT– & Assoc. reci>s ion const.. „ ENGINEER P BUILDER ADDRES.3 DESIGNER Dj.clLfta Knott S FRUCTURF ❑ NEW ❑WREMODEL Ci ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ DEMOLITION (7 RESIDENCE LAS COMM ❑ EDUCATIONAL n GOVT F3RELIGIOUS ❑ PATIO ElCARPORT ❑ GARAGE ❑ STORAGE ❑ SLAB❑ FENCE r OCCUPANCY LAND USE ZONE CP BLDG.TYPE 5N--FIRE ZONE___PLAN CHECK BY BCR HEAT 'tenant modification for doctor's offices, all per approved plana. Subject to Li s At. appxaun7 . Tenant r The Rehab.il i-tnti.on Arjency. Jefferson Bldg. , Beni . Franklin comm rs. 4 SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT NO.STORIES _l _AREA 14')ONO.BEDROOMS VALUE 1.4 , 300 BUILDING DEPARTMENT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE Permit _ 1.10.50 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE,ZONING REGULATIONS AND ALI. APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 71.83 WORK WILL. BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE ( 1. WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE Sub-total_ 44.'10 RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE.SEPARATE PERMITS REQUIRED FOR SE�IJER,PLUMBING AND HEATING. State Tax 4.42 SDC-- Total 230.95 By— all PDC# APPLICANT OR AGENT , _ — Receipt No. Approved V— none - DRESS PHONE i ,t :s :e. 1 .;I , f u DA.TtEINS'P.I TYPE INSPEC�GN REMARKS PLUMBING � DATE I � Contractor S 22-p G /,li d ,� Hough•in — •`�� t' ra�a..� _dt'y0 �Nt�s-T� _a+/�-v � Fixture �i'•— Final - I HEATING Convector Permit No. Gas or Oil _ Rough-in Final SEWER Final DR'VEWAY ` --� -- Final Storm Drainage -- — (Rain Orsini FinaY Sidewalk — Y Curb&Street Final___— a j Approach I, Bt G. DEPT. FINAL TEMPORARY CE'RTIFtlCATF OCCLPANCY CERTIPWATE OCCUPANCY Final Landscaping i Zoning Final .._ .._.. .. �i i i I tl 4 5 - i.l 1 r',IU'I"I•-fA f::!'dCi-I"T �� 5;>U(.;;r,A"I"C ;.; �.�!-'!��C I f-'a:Caia'(.7:[7r,1 rICJ. CC7tl--J I:I:�. lntc.rior Planning Design 1:"age 1 ref it '1 '.:,i. S. W. Mein sit. Suite 15'?(.,) Joc, Na„ Portland , Gr r,qon 972104 Date =--::?:" 0 f'F7J wC T r EC'tJ. F'FAyl• I_ hCCI ihUI*c "'• " 7 1_1 Ir:i,I ] _1TAT I JI` AGENCYd �:(•111`'IC�c:) (='I'�;CIF'f rt"I I C', OWNER Fa: "(' f-L..Ut:aIR -IFFFERSUN BLDG f'f ]--'*C;i'S I C]N CONG]"RUCT I UN I:::1 LL I NGSWCII t-f'r-I i FOR"I"_.AND, UIREGON 97218 • he faa lo!,�,a.ng tenant improvements have beWn rewueE,te.d •for- the first floar- off i.ccs of the Rehab i1. J. tatian Agf—.:nr_.y i.n the r Jefferson BUild:ing at the Benjamin F7ranl.:li.n Commons. � 1:11 ease i.nspect the site, review the ;.-i F- che,d drawings rind specifications anti Submit any changes in pricing from your preliminary Estimate to Mr. Rick: Martinson at SimmCO F'roperties, 400 SIA) Siicth , Portland , Oregon 97204, with a copy to Diantha b::nott '. Assad i atva s. t F'1 Fuse advise Si.mmCo Properties of the ear 1 i est possible cumpletion date -for- those3 t(enan•t improvements. 1 . GENERAL: The Contractor shall submit an itemized breakdown of the cost with his propusal , for work: as required to complete tI.-,e tenant improvements indicated on the drawings listed at the end of these specifications. r; Direct questions regarding Lhe WC-)r .:: outlined in the drawings and the speci f i c a+:i car s toDi anther F;r�ot.t and AS�nr_:ate. at (5c:r:") y4:�� 3375. The term F. C' '' . C:: means f c-crni. sl-ied 1)y other , i nsi-a l 1 ed by contreact-or c t. BUILDING STANDARD WIF) ik:: Price Break:down: Contractor s,hal1 submit an itemized breakdown of the cost wi th hi s proposal ,f or work as rerlr_ci red t.o complete the wort: indicated on the drawings a, isted at the end of e this Supplement and described hPrFin. A. DEMULITT.(IIV: A,s shown and reqc_cired fear remodel „ All dj.sposaa. ref mC7.-ter-i is from demolit.ian wort:, shall be done r.. at an approved site. Eae n.j . Franklin i":ommonu., R-=h ab'• l i.tati on Aaenc-y Jefferson Puil.di.ng -- 1 it [::1r . Page 2 a-r 4 -3-23-87 s 1;. IjYP1aI,JM DRYWALL- I:uilding standard , metal studs at 4" o. c. wi to ';:i/q"i-ypeY"X" gypt:>um wal. l board each !side. 1 .. 3t-tbmit seperat:e pric:, -for dr•ywal. ). hau?de.r arxoss door•wtay s i.nto four treat.m,,=nt roomy;;. Note, one by ,je.r.uzzi i= curved , • see dr,nwi ng for r-adiUS,. C. FAINT Building Standard Color to be �;el e-cted. � 6nly one color.. will be located on any one wall . [Ine decent: color may be speci.fiad, e;;tact: Ioc:ation to to verifi Col or for wood trims and doors for i nsi de sui to to be F determinf'-d. Paint new doors, acid frames to m,atct7 e;;iCtincl., a Use bt..ti 1 di rig standard acrylic low sheen enamel an wal I sur'+aces unci building standard a11•::yd low sheen enamel on wood and metal �-*Ur•faces. Prime flew wor4:: with tinted primer and apply two finish coats to all new war k: , and two coats as re_qui rfed to cover on �. eXisti.rig walls. Woad doors to be filled and finished so tha!: end product does not have wr.)od grain tel egraph i.ng thr•ot..tgh finish. D. -'ENDED CEILINGS: Replace broken or damoged tiles with new, to match e;•;i sti.nr1. E. CARPET tl New Building Standard carpet; (F.D. I. C. ) in Rooms #At , A I Q and B7 with kelco "fi.rmstrip"5/16" thick: G,ynthet.ir.. carpet pad , i.f existing pad is not usad, Floor preparation as regt..tired to provide a smooth installation. 011. other existing carpet to be pro+essi onal l y cleaned. F. 14ASE: BuiIding Standard , 4" vinyl base, color to be selected Provide straight base on carpet , provide coved base , on sheet. vinyl. . Base to be iQtj '(:)" rolls. G. aHE__.E_1" VTN11_a Fft.ti .lding Standard Armstrong "Seagate" color to be se ected. Pr•e:parea f 1 oor surf ace and use adhesi ve i n i accordance with manufacturer 's specifications. H. EIL.ECTRICA!,._ Provide and install new light fiXtures, dt_tple>t i 1()V 0 U t I e t 5 special outlets, telephone 0LttIets, data out 1.etS and all wiring and circuiting to p<anelboard. Match e,!i =ting materials and methods. i y Cover plate swi-chct,s & rece+ptical col.ar to be selected. S.. Benjamin Fr•_nn f 1 i n comrilor Jr:•?f+ersar; Equi l.'Jinq I",eh,-Abi I i•t at i.on (9Cc r""', F r:i.r' s•t. F-l our e ,. of 4. c on't•..i.hued P,.'ovi dG? three wa)/ raN)].'tC.hE'`+ at (i?:t 1 t doors 3.n rooms- a< sh of an on plan. r Cordinat.e ir•ist-.allation of telephone and data 1 ].nes with t.erian•t.•. 's t.(•�?l F'phc7ne instal 1 eI-S , J: . PL�Ur'1�7.1_! (=lambing �aUbcontractor to provide a1 i. pIUmbir)g rompc]nF_n'ts r-e:qui.red to instaI'I the eq!.!ipm�ni t described on the dr-awi.rigs. wlc-cbcontrar"tor- i s 1'.o e•?noture i:hat aI I installations and plumbing components require=d meet. prevai J. J ng cad�� requj,regime n t s s" 1 . Inst.all, tenant 's r.cndercounter re+rigerator with ice maE:.e?r. 1' Froom +# C9. . . F'rovi de and i install 1 Unl to faucet #73,575 hlDr Y.Pravide .and install. Elk:ay self rimming sink: #CF,-1721 4. Provide and install. wall mounted Delta faucet #2c:!() HDF for filling the jacuzzi . verify wJ.th owner prior to ordering. 5.Provide and install Floor sin[.: and drain for Jacuzzi . ./er- .fy with owner prior to ordering. J HVAC: : I1echannciI design revisions to hp determined by owners mechanical engineer. Provide new air diffusers to match ex,istirig as rpqui.red. Connect new air ducts to neer di.ffr.rser-5 u13i.ng in-,ul.ated •flex ducts. Air- flows to be rles,igne?d for indicated use. Vel fy capacity of e.cistirig heating and air conditioning equipment to determine if new 1 loads can be accommodated. Inform the Designer and Building Owner if new equipment is r"equi red before ordering mater i.a.l s. Use methods and materials in accordance with the AE.',H;AE standards, latest edition. s' Provide c-,ne year warranty for parts and labr_,r for all work:. CABINETRY MII_LW[7FF_�:: Provide and install A. W. I . Custom q!-raIity plastic lamiripte cabinets and shelving as shown on 1_hs draw i.ng5". P1.astic- 1. -:.ruin .1_e to be stanci,a.rd te?,:fured product , colors to be selected. Drawer, and cabinet iuterior-s to be construr_i_ec:l Out of melamine or cellply. �. 1 . T' wire rul :l.s, color to be selected. F Blum t75 degree opening , conr_eall.ed hinges. Grass 7/8 e t to nsi.on ball bea-i ng type drawer- glides, CI:7d tenant 's under counter refrigerator door with plastic 1_-imi nate to mv--.tt.r_h cabinet face. i Y T , i ��i?�I1,;JGitili.i'I Fr an1.::1in C;cxnrnarva Je++erscn )✓►,.;i lcli ng :! (�a.la:i.:il.t:a'k.i•�7n Agency First. Floor L HF1I-2WFti1E Ci-ibi.cal W,-:+r•ri ions,, i11.F_nt u7 is s 6 1 , rn i,s(I and i.ns� al i• w7.th appy"opr i-ate accessari.'s ar.c and x ng to manc.if ac:tu.r s+w� s1a!ryc:i.f i cat i o+7 , in room AhC9. M. )�?C]�1F'!a•9. HF1' I_)UJWFtc� AND EE;AMt�c Bui l di ng St ands-d , match ex ,t:i ng. See draw:' nqs For locJ., rr-neduli::. � PE1"""MI''I':��• Cc�ntractc�r to c�btai n t:�( :i I�c-.rrn i.t:s �an(I appravaI s f rc.;,Yi Local Ac,ithoritieF. and pay all +(3r'+. Ali, wcr(:: to be performed in ;accordance with r.'irevai, l i ng code requirements. "Ihp following Drawings are hereby i. Ssue4'J .alld tecome a part o+ this SUpF)lement- ;s Drawing Drscr i pti con Date' A-1 Floor. F:I an .."4">;:W,t�" 23 March 1987 A-•4 Reflected (;ei l tng F•1.an 24 �3 March 1987 ,. 111,x 17" :' March 1987 L"-1. Cabinet ;:)e•�Gai. l�s a C Cabinet Details 1111, 17" 2:3 Murch 19>17 C-3 Cabinet Details 11 "x17" 23 March 19187 r D-1. I?c.rni-il i t i on plan 1 1"i, 17" ^' March 1987 ' ' aw D 1 ANTRA KNOTT y: ASSOCIATES r Di ani:ha L. �I<::no Fy Distribut:ioria SimmCo Properties (2) ) (:,cJntractor ( 1-) Tenant (�') File", REHAB. SF('. F=4 �a 71 INSPECTION NOTICE City of Tigard Building Department ! pp. Box 23397 Tiga 1, Oregon 197223 75 Phone' 639-4175 Type of Inspection _ _ Date Requested_ 1 Time „:L�___ A.M. P.M. Address 3�d41 Permit Owner _ Lot # Builder --- The followii,g Building Code deficiencies are reoWeed i; �e corrected: t k -------------- ----------- Presented to _ _— F I Approved inspector _ __ �_� Disapproved Date CALL FOR REINSPECTION YES Cl NO z • 5 ap i pj c IN F, r rn � Ilrr 4•' •. 7 i.� f"a a Q Cr 4 C r C I O o [ 7 .-J a a� +� 0 Cq +-J fT, ° o N QD� I `o Ch n `JOr .n ro to wob YJ r a to r, I �da C144 go IN (Ti.A 6 CLQ y ,• A CO C� @ 0414 to m �f N i � go yli� ,.P; :". ..; .,.::.:.:.......:r.wyi{nh'••!i;M M' t..+'.:.,w fa. f. ....... .,..... { i • ` '' Washii:gtor, County Fire District No. 1 cif 20665 S.W. Blanton Street Aloha, Oregon 97001 i • Bureau r' Fire Prevention o49-657'1 Plans Examination Repor Jo. _ BP 01 i County Plan No. City o f Tigard 4• Building nklin . Commons �updney Rehabilatation Agency Address— Jefferson Builth ng — Cons•ru•donType- y-N ._ Architect/Dcsigner--D.lAntha Knott y Associa4es __. P,ddresa101 S.W. Main St. Ste. 1590 Portland 97204 Owner Simmco Properties Address _____ Storlex 1 First Story Area. 1 ,50 s.f. Basement Area_ NOne __,—_Attic Height_ I$" __ Draft Stops YPs Fire Walls--- _ _ Exi!s 2_ .__and Tctal Width_.-__. Stairs___—N111:1E/Encloscd____. ---=..= Other Vertical Shafts_-_.;- /Enclosed_ - Sprinklers None Area Covered—__r.=__.__ Manual Alarm ---Standpipes---- Combustion Standpipes__ r__Combustion fhtection ._/Type _ ./Area Covered_ Floor--- Cnnrretp/rarppt_ Ceiling Su rF _ _Roof B 11 Famp V r Str.Members_ Wall Cover(Ext.) Heating System _ Fuel ` Cooling System. The plans for the above described project were referred to this office 5-13-87 and reviewed 5-15 °7 for conformityvith State and District ' fire safety laws and regulations. Listed as follows are applicable requirements for which we have found ne provisions in our examination of the drawings, general notes and/or sped;ications. The plans, as submitted, indicate a remodel project where 5 small interior partitions are removed and three interior doors are relocated. See page 2 Bert T. Parker t `''re Marshal i By Bert Pa er Fir Prevention Officer cc: City of Tigardix District Inspector Form 900/3 Revised 10/93 � Pte' tt?.W:nYxnyrr�a!tar+saran^ra;e<r's:?s'�' �1 ?' `^b�' am� i. J 41QL t d i; 4 � Plan Review BPO1 Page 2 The plans are conditionally approved with the following comments: 1. All reconstruction in the exit corridor of the main building must be done in a manner equal to existing construction. 2. Steel studs are indicated on the plans . Should they not be used, necessary fire blocking and draft stopping must be ` provided. 3. It is noted that no Exit door hardware or doors are to be changed. 4. Approved Fans on Job Site: One set of approved plans bearing the stamrn s the Washington County Building Department and this office m, • ' be maintained on the project site throughout all phases of construction and must be made available to building and fi -e inspectors for reference durinn required construction in- spections . (UBC Sec. 303) 5. Ir• pections 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 utilit runs which will be concealed within wall and partition cavities; (b) .pon completion of construction and prior to occu- pancy of the tenant space. (UBC Sec. a05) 6. Mechanical Equipment, ►lpproval : All heat producing and elec- trical equipment and 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 specifications. (UMC Sec. 502) i 's s : J i r �� %IIB4MIA�fi�iwye.....xiL.. ;.'. .,w !•�i � _ ; ;,i, r aear;tnw.• .rYiNr.91� '.� xwi"IN' NOS-- S -- 90 PION 1 1 -. 39 BJ DOOR , %C1ft10ch Hefel btefralonQl Inc FTRit P-0, Box 1078.Antloch,Callfornla 94509- 0107 ABORAtORIES. DIVISION (41 S)432-7344-- TeleX 33-7797 ( I June 14, 1984 1 f f Mr. Robert Jaques _ P. 0. Box 68362 Oak Grove, Oreqon 97268 Dear Bob: Your request for a variance on 'lite size for your 20 minute fire rated door has been approved. 7he following parameters will apply: Maximum Width 30" Maximum Height 64" Maximum Area 1200 sq. inches You may use this letter as your authorization until your specifications are rp,ised. Yours truly, Char e P ovine Manager, Wertern Region cc: George Meyer Bob Martin CRP/as A4 r• � f•Ye�,v r . },F- -NOV - 15 - 19e% MON 1 1 . 3a B ,T DOOR - - •• _ •• _ •_ - - - - - - - - F' _ Z6. LA .4 ytl,y L .¢ Q�1`24'1•. ! r;.. Y�i�[A � j�,a.• .rT *+a q gModq HtMY hlteffltdofl0l Inc, LAWORAroRIES P.A. BOX 1078, Antloch,Callfornia ia'4.509, (4 15) ?S4-5050—Telex 33•' 797 May 27, 1983 TO ALL DOOR HANUPACTURERS UNDER WHI LABEL SERVICE f B--J Door Manufacturing, Inc. 9 �' P.O. Box 352 Oak Grove, OR 97268 Attention: Mr. Bob Jaques Dear Mr. Jaques, Enclosed is a draft of a proposed regards to multiple lights in WHI listed fire doors.cy letter with Please review this draft and if You have any comments please Submit them in writing to this office by June 20, 1983. Yours Truly, Cha es R. pro �� vine Manager Re-Inspection Services c CRP/d j cc: Mr. John Finley, WHI Mr, George Meyer, WHI 1 — _ — — — — _ — — — — — — — — — — — — — — — — 1 w« �.._ . - - - - - - - 4 - :.c�4 O M v - - ti o O N 1 1 4 a B .T I? O -O F: •s I.` DRAFT —POLICY i)N MULTIPLE`_.._ TIPLE LIGHTS IN WHI LISTED FIRE DOORS_ 1 • All listings are in accordance with NFPA 80 as follows ; 1"7 . 3 Wired glass shall be having following fire protection ratingstewhen soir. ors tested : the Door Rating Max. Area OC G? ass a �► Per '7 o o r Lane (Sc� Yn, m3 1/2 & '1/3 Limited to the maximum area tested 1 } 3/9 Limited to the maxi;r.um area tested 1 & 1 -1/2 (2) 100 a In . 9• . ( .065 m2) j.. NOTE: ( 1 ) Maximum area of individual exposed lights 1296 6 dimension exceeding 5eding 54inchesi (11. 37m) NOTEt (2 ) (See 1-7.2 used in sigther•doorslhavinss haal3not rbe 9 hour Fire portectlon rating or doors having a 1-' 1/2 hour fire Portection rating for use in severe exterior exposure locations. 2• 1/2 and 1/3 hour listing will be allowed multiple lights when the sum of the areas does not exceed the testedarea with maximum length and width limitation per the tested sample. In addition, 10 light cutout shall come within 6 inches of a door edge or any other cutout in the door 3 1 and 1-1/2 hour listing are riot permitted multi�.le lights . N•a• Only labeled wire glass , not less than 1/4 inch 6 thick, labeled for fire protection rating and installed in approved steel frames shall be in well imbedded in putty and all expose edTJo glass shall be metal and glass shall be struck or pointed ( 1-7 . 1 ) . between the v, `��C/��LC-(J�/L.2•Q-C.C-.�1.,.• ...-CSL-+�-:J �.�✓'cL• . n 73 7✓la.c ' .•Qe--�,/P',�' C�-....-cam _..._---- _._, __ _� _ >w F, ad . c r. A-C ZA— L X -r-5 r , f k- J h.. /S v3 z- ' Z G ..._._._.. .,_....._.�:....,.., . ., ..,. . Les,+• • 4 a. - Jurisdiction ofGENERALPLAN CORRECTION LIST �7Based on 1965 Edition of the Untform Building Code PFi/'r*"-4� Owner„*&1„C._ P—r,eoej d 1 e•,__Zh Plan Check No. ��' I& Valuation /�r- ' See/ Job AcfJress_.z3ZG �,- . Use �r - City_ i C, Type of Occupancy f Stats—Gr Construction —Classification Total Allowable Floor Area-- C15 Sq.Ft. Stories_ - Basis for Increase Floor Area: p/c-7-_ /Ve Floor(Max.) Sq. Ft. • —_ Floor(Total) lG �� >✓ Sq. Ft. Occupant Load 3 COMMENTS OR ASSUMPTIONS: Corrections cho ked'aelow ars to be made on plans before permit is issued. The approval of pk nj end Specifications does not permit the violation of any section of the Building Code or other city ordinance or slate law. GENERAL 10. A fire-resistive occupancy separation In conformance -- with Table No.5-B and Section 503 b required between 1. VISk,atfo r should be;fir' c.r' N� the t --hour) .� 2. Show job aidress on plans -- fir) tour) 3. (live name of parson responsible fa plans. — 11. Horizontal occupancy*operation should be suppwled i � ---- --- /1 with a structuralsystem having equivalent Noe nsrstive /(� 4. Submit fully drrienslooed plot Plan` protection,Section i 503(b) I/a5. Give aN dknenabns on plot plan. 12. The twildirig Is Nmtted to s-q 'type atodes AREA LIMITATIONS AND GENERAL �� structuro.Section 507 enol Table Wo.5-G OCCUPANCY REOUIREMENTS --- 1 6 Ground Newtlore Meso M be shown at corners of the -- buk*V and at changes In gmuxf slope.The ground elevations should be taken at the lowest point betweern 13. A room in which a water closet is loealed Noould be the exterior well and a point 5 last out of at the property ^/d- separated from food proper aft or slorage rooms try a line.N closer Where the wxlerirr wall Is parallel to and tight-fitting door.Set tion 510(a). within 5 feel of a public sklewslk,alley or other public - ---- way,the ground elevations should be the elsvellon of - —TYPE OF CONSTRUCTION —--^ less public way The number of raories ko this building cannot be determined until these Mata an furnished. - 14 Rod coverings Should be hoe retardant SM loons 1706 --- -' - --- I!, and 3202(b Do,ails or spectflcahons oarnpMng woth loc 7. The al Thor area is knifed to--_--_�-- -- Section 3203(e)aro required. Mom feet.Sections 505 and 506 - 15 Exterior(oro �;walls wfihin__ __- ___----Me1 0l 6. Unobstructed yards of_ feet should ;, "rty lines Should be of__----hour construction G. be maintained on ___---- -_.sides _ - Section 03(a)- --_--_-- of the bullift for ane purposes Section 5V 9 Provkla dstaMs b show Mat /our area separa. 16 Oponings iso erderxx(courq wells pa Mel of property fines stxhuld be prolec:ed mth Ihrtw lion weft will comply with Section 505(a) kwrths-hour firs ss+omblies 0,30 (a)Extend vertically from the foundalion to a point ;0 -- Irxhes above to 17. Usable under 7ne 4roI floor m Groups R. (b)#* widt►W IM openings NrrttiM b 25 per d 1st west l.rlptl h 1st stoxy under consideration Division and M t?c��perxaes should enctosad es E A (c)AN having rerX>f+ed In Section 1703 openings PnlNasted with tiro assemblies a r Nre•nsbtNre ►Miq cI one and one•holf (three) hot”. Is. Fie-nslstM ccrnstni'ction for sMuetural frame elNrnenl3 I (d)Ducts �na seperatkxr wells tna,ld be i/„� In ane exterior welt should ot>Matply wNh Footo 9 No i f !voWed.N duclpunstredionsehaddbep» of T" No 17-4 and Secllm _ See , lecled a$nquked In Section 4316 0) _ S&.412 n 1702 for defirhitiorr of M►uctual home b, — --- too"No,t w tw e o. 163 k � _J r resistive barrier should be applied Io exterior SPLCIAL OCCUPANCY REOUIRFMENTS 19 Aiisnthw. N�„ walls as sperafied to Section 1707(a). Group A 20 Enclosures for floor openings should oompy with Table 35. A-3 Occupancies should oe of one-hour fire-resistive 1�l• No. 17•A,Section 1706 Details should be provided to /(/ construction,H located in a basement or above the first dearly indicate this. story.Section 602(b) 21 Structural members carrying masonry or concrete wells 36• A•2.1 Otxupancies with an occupant load of I D00 or in buildings over one story in height should be protected more should be in Type I It-F.R.. 11 One-hour, III One. s /Ylk with minimum one-hour fire Protection Section 1708. hour or IV buildings,except that the roof framing system $or oro-story portions of build•gs of Type II One-hour or Type III One-hour oonslruction may be of unprotected -- construction when such roof framing system is open to ----- the room and does rot contain concealed spaces.Ser- 22 Nonabsorbent finish and backing for tollel room walls and tion 602. floors should conform with Secttr ,510(b), - --- 37 Group A assembly rooms having an occupant load of 23 Shower stall walls should be finished with a hard,non- 1000 or more shall not be located In the basement i%(+ absorbent surface to a eight of 70 inches atone the unless the basement is located in a building of Type I or drain inlet.Section 510(b). II-F,R.construction Sect On 602(b) The main enr,ancc _. should front directly upon, o; have a 20.100(-wide 24. Doors and panels of shower and bathtub enclosure AccesssSectior1 to, public street at least 20 feel in width. should comply with Section 5406(d)5. _ 38. Light and ventilation shq,id compfy,.vith Section 605 25. parapet uirewalls not less than--_ Ir1Ctles in height are - -.--- •--_ _ required.Section 1709 39 A one-hour fire-res,sl,ve occupancy separation is required between the boder or central heating plant 26 Eave overhangs and similar architectural projedioi,s Al, where the largest piece of fuel equipment exceeds should comply with Section 1710, 400,000 Btu per hour input and the rest d the building Section 608. 40. Exterior openings for rooms containing a boiler or con. 27. Profectlorts beyond the exterior wall should conform tral hostingPI ant should be with Vte leas restrictive of the following: / P Protected that with three. / 9 �!� fourths-hour lire•rosislive assembNaa That are fixed, (A (a)A point one-third the distance to the property line Automatic or relf•closing r1 located helow s In from an exterior wall.Section 5M(b). another slory or H lass than 10 feet from other ndoors or (b)A point one-third the distance from an assumed windows in the same building.Section 608. vertical plane located where fire-resistive protection of oponings is first required due to location of proper. -- - ty.SO-Alon 504(b). Group E --- 41. A rk Oieparlft* should simply with Section 002(b). 28. Celli s should satisfy the following , 42. Use of rooms should be clarified Note that rooms In dons[section 4�3(b)6J: (a)Should not be used to provide fire protection booms Divisions 1 and 2 Occupancies used for kindergarten, and girders supporting rare than one floor. flat or second grade pupils aro!Division 3 Occupancies (b Columns should be individually fire protected. shall not be located above the first story.Section 802(c) (c�Duct All I other openings are limited to 100 Square Inches IN each 100 square feet of Coili area. (d)fire dampers1 openrtgs should(>e profeCled with approved 43. Special-hazard Rooms should be separated from other Portions of tss than a on -hour (a)Electrics o1l itle! boxes should be of steel and not FOSISIive occU� p�nciktls"ationby noq b Section 802(d) fire- greater then 16 square inches In area. One required exit Should fro,11 dirsicily 29. Gypsumboard,loth end plaste ar nd mat ilar ceillnys in 11. 20-1000t,wide access to,a jW,street at least 20 feet in I/ Aorljunctlon wilh fire-resistive assemblies should be width.Section 003, SUPPorted at intervals not exrA1edIng 16 inchee Homs 20 spit 25,Tibia No.43-C. 45. -— SanHaiy facilHiee Should be pi ovlded in Accordance 30. Wood at,y,Y, Sictirin 805 '"-.�or a1:sr,ended wood systems lex gyp- p sum board,Io and Plaster and similar Collings should — be not less than 2-irxh nominal thickness.Section 4704 Light and ventilation sl took+comply with Section 805 (b).(Section 4703(b)for►+ell stripping J - -- -------- - ___ 47, A one-hour fire-resistive occupancy separation is k31. Final partition layouts end details should be submitted raqulrad between the bollor or central her'.ing p'anl prior to installation to justify oompliance with occupan• wham the largest place of fuel equipment excoods CY,firs-resJstivs.structural end exit requirements. 400,E J0 Bfu per flour Inp;At and the rest o1 the building --.- -___ Section 008. 32• Justifying lest data in conformance with$etygn 105 oran ICUO research report is required tor___-- Group I 3 Rooms in which rubbish(linen)chutes terminale should � Group 1'Divi' I Oocupanctes should be of Type I or `r D" II-F.R. construction unless complying with the ,7r+_ be separated hath the remainder a the Io170 want a aaptlan in Section 1002 Ib) silo-lour occupancy oeparetton.Section 1706(c) _ — _ 34 Openings hto rubbish and Arlen chutesAr1d Iarrrlklal 49 O a 1,DMistion i or 2 0oM*AnCias XXX tw of one n rooms shalkf not be located In axH corridorshen Iln-rssJative axlatnxlion Ttib1a No 5-C J ways.Section 1706(c) or stair- -- ---- —.- _ --.-_--- - �_--- —-- — --- s0 Light and ventilation should comply vtdth Section 1005 Ment No.!d•M.eeb t �P �45i r4/ 1, xhe-hour fire-nslslive occupancy separation le � H7. A one-hour fire-resistive occupancy separation Is ♦red between fhs Doibr or central heAting plantulred between the following rooms and the nest of the re the largest pleca of fuel equipment exceeds rreeqqbuiSection 1006.6 fqur vrpuY and the feat of the bulkiing. (a)Blase or laundry rooms that ars within a Group R, 1 Occupancy that a!e used In common by tenants.Section 1201(b).rior openings for rooms containing,boiler or can- (b)Rooms conWning a holler or central heating plant In heating plant should be protected with three- , Group R, Divvw 1 O�panc sxp� �ro hs-hour fire-resistive assemblies that are fixedsuch rooms contain equipment serving only one mabc or sell-clod H located below openings b dwelling unit.Section 1212. Iher story or H less than 10 feel from other doors or _ wixfows in the same building.Section 1008. 88. Every dwelling unit and guest room should have com- --- fort healing f,diitbs as specified in Section 1211. (croup B _ 89. Every dwelling unit and ovary guest room in a hotel or 53. Motor vehicle service stations should be of nonoombes• bilging house u&ed for sleeping purposes shall be pro• nJl( lible,fire-retardant treated wood or one-hour fire-rests- vided with smoke detectors conforming with U.B.C. Wa+rnnnrudbn:Section 702(b� Standard No 43 6. A smoke defector should be to -- -- installed in the basement of dwelling units having e 54. Storage areas in excPas of 1000 square:set in connec.. stairway which opens from the basement into the dwell- lion with wholesale cr retail sales should be separated Ing Such detector should be connected to a sounding V from the public arsar by a one-hour fire-resistive crow device or darer 009dor to provide an alarm which will Pancy separation unless the building is equipped be audibly in the sieep+nq area.Section 1210(a). oM througho t with an automatic sprinkler syster* Secyion - 702(b). -- ----- --- -- Stroup M 55. Ught and ventilation should comply with Section 705 _ - --- _ 70. Group M Division 1 Occupancies are limited to 1000 56. Exhaust ventilation at or near fluor level is required by /� ice)square feet in floor area and one story in height. I�( Section 705. Section 1102, 57. A one-hour fire-resistive occupancy separation Is 71• Garages should nil open directly into a room used lot required between a boiler room or central healing plant moping Purposes.Section 1104. where the largest piece Of fuel equipment exceeds 400,000 Btu per hour Input and M»rest of the building, 72. An approved noncombustible n a`etial or attlC ppaavv c"�n 706, thY M-Merial Is required for gs.age ikoa surfaces.Sec- --- -,_ Ion 1105. _ - ----- _ Group R j 58. A G R,Dhrtalorh 1 OU-A more than two glories io hof I I or Ming more t1 an 3000 Square fad sbr� EXR REOUiREMENTS 1''N M drat story should be of orwho ur RM-Msla�con- *htx tion throughout sxcs%at provided In Section 1705 (b)2.Sodic,1202(b). 73. An occupant load sign Is required in classrooms, int assembly areas,etc.,having an occupant bad of mors 59. The koNowing rooms should have exterior glazed open. then 50.Section 3302(c).See_ kgs for natural light (openabb extortor open' s for ---- natural ventltation)as specified in Sect►on 1205(a -_ _ 74. Conforming tic,'s are required from the area below ss -- - K opedfic d hr Se ikxr 3,703(a►. 50 Mechanical ventilating system In bathrooms should ----- tvvbe live air charges per four directly to fire oulsdde. -- -- - _ Section 1205(a). 75. Exits should have a mfnirrum Separation d one-half the _ K maximum overall diagonal of the building or area 81. oFAWIO(IO(oopeni of O rldd nil be Sec 1303(c).-_- f�xrhiohkg reg4AW Ighf or voriblatMn { Once "do not open to a rd. court Or 6111" Jr. 78. DoiM b the bUlkflrg should be more Than 150(2110) accordance with Secbm 1205�). IoM from an exterior exit,horizontal exit,enclosed stair. of easy Or Rx"pasaapqewsy, measured In the dMSction of _ 82 Courts bounded on four sides with walls Strand be at travel.Section 3303(d). bast 10 bet in .For Courts more then two storiesin -- bol,nd tlh �rec1 width should ba icreseed M 1 << 77. Exit door should.wing in the dirsctio,d agneas. sec. Story Section 1206 re c�h by 2 lost for each edditk,nal 60113304(b) See doors Every sleeping room below the fourth floor shouldhaw 78. Dafble,rtirg doors shall not be used as es the Wrx•Y exit a resars.Section 1201. M bast One rhdow or exterior doe approved for emer- /VA following kxations Sectkm 3304 f64 - _ ^- -----_--- room Should have the minimum Ceilrg --- --- --_--- height tequk*d in Sedkxr 1207(a) 79 Exit doers should los o0enabb from the Wed@ wWvul dr use of a key, alk e Section roCxn should have O nhirNrnrurr,floor area 3304(c). NcHe 8180 that flushbolts or�Su�ce bolls are of *quare loth Sectio,1207(b) Prohibited. 116. Eftioncy dwNWg tft *t"i'l comply with Section Exitkx*doors vritha Should b a mkdmum size of 3 NM x d NM 8 - _ Section 3304(ea_ capaP q f1 of opSryr0s s hm ten.11 of/cheek 185 - , I� l • Bi. The net dimension(cher width)at doorways should be 100. Openings In exterior wall., below or within 10 hili d UW In determining exit wilts required by Section /,"- exterior stakweys should be protected with seff-cksinp 3303 (b). Section 3.'t04 (e). M oonskoeretlon of door Fthree-fourths hour fine•resialive assbmblier,. Sfction thicknesses, panic hardware, door swlnQ, etc., the 3306(l), requi exN tivid V nal ins have beer,furnished.See door V 1 q1. Enclosed usable space under Interi-r stal ' -- -- rouse should Ds1pr�1 82. A floor or landing nc.more than 1/ Inch /Vct be protected on the enclosed side Al required for one. { threshold Is requilred on each side of an sInch dooi.Section four flro nelsUve constnxxlon.Section 3306(m). pK 3304(h). -- ; -- N� 102. Noncombustible Wow stairs aro inquired. Section 03. Doors shoiuld not project mora tan 7 Arches into the 3308(n)' h required corridor width when fully opened or more than cit are half into the required aorr{ckx width when in any / 103 Exterior stairs should not projech into an area(surds w poslbW.Section 3305(d).- ( ` courts):vfwre hall openings must bre prolectod Section _ 3396(n). ae xrt dg(sliding)(overhead)doors aro not pennfriod , 104. One stainna should extend to the roof. Section 3306 su -.,cd doors.Section 3304(g). / (0). Y � 85. Exiting through another room does rot Damply,except q provided for kh Sectiorh 3303(e). 105, Six-foot 6-Inch minimum headroom clearance for stair- f Ct p/ ways should be Indicated on plans. Section 3306 (p) 86. Corridors should have a minimum width of " (36) ��i this is from a plane tangent to the stairway K ktcfies_Section 3305(b). -� _- _ `-- 106. Ramp slopes should not exceed one fool in 9.. Corridcxs serving ronamtulalory persons should have i 1/0lest.Section 3307(c). C>K an 8-fool minimum width.Section 3321(c). _ 107. Surface of ramps should be roughened or of slip-resistant C� 1 88. Dead ends of conklors and alt befpxties are limned to ✓^ metenalsSection 3307(g) 20 feel.Section 3305(e). _ 108. Stairways should be enclosed as specified In Section i 89. Walls and ceilings(if corridors should he of one-hour 3,309. 1IM-reslstive construction. Section?305(g). An archi- squired. K I �One(two)-hour fire-resistive wens are lectural s=:tion through the corridor is necessary to (pct Only exit doors are allowed to open Into exit determine how thls is woomplished. gincilosures. t ----- (c)Doors shookd be labeW one(ona and one-haH). ti0. Exterior exit balconies cannot project Into an area hour fire assemblies. where OPS9 are required due to location (d)Exft ericlosums should khckxde a Dorrkkx on thn on property.5eerion305(1)._-. _Y ground door extending to the aorterfor.Fie-resistive oor»tfuCtton should be as required for the exit enelo- 91. k"tior openings Into corridors should be proleeied ore sure,Irtcluding protested openkpa.Only exit dons epectfied in Section 3305(h) an Wrrnitted to open Irnu d»oorridDr. (e)An approved barrier Is required at the ground kion to 92. ticalY should haus b minkn Prevent People from acCkkw lalty continuing to the -- urn width louver level. Of inches.Hwdralis should not project (f) Usable space Is not allowed under the stabs /C•_ mors than 3'h inches Into the required width on each dote.Trim shark!not MOO mom than 1'A Inches Into - rtsgtrired width on each side.Seet►an 3306(b). ,, (,1. 109. A I required exits frorn the bulk%N should be sma+ea-- 93. Risers on stalnvey.. thwkd not be less than 4 ruches nor /Y Prat enclosures oomplytrrg with Section 3310. V�- greater then,l arld runs should not be less than 11 inches. -- -�- Section 330E(c). 110. Openings Into 4otit lX)urts less than'r0 pet wide should bs pro llecied with lat»led 45-mkub fin assemblies /V flection 3311 (dJ Also see 'ttsdt court-, de8nriion 'n 94. t.andings nn stairways should have a dimension In the Section M01(b).Openings more than 1 o IM above tfx+ rdirecbm of travel equal to the width of the stairwa but court floor ens exempt. Med not exceed 44 Inches for affairs having a etrdphi run. _ Section 330-9,(g). 111. No openings otter than required tato are pemwted nn 95 Door*Swinging over larxli exit passageways. The passageways should be of rep ng ngs and in the hilly open guar- 11 -_�4nqur fks resistive wnstrvction Section 31312 tion shall not reduce"n iuired dimension by more than ` (a). 7 kxhes When a lenclir serves an occupant bad of 50 Of more. doors in any i Mk)r, shall not reduce the re' V 112 F_xll Iffumfnalion and signs should be rNl6W In con- width. action ion33 to los than one hall of Its required brmanee with Sections 3313 and 331 width.Bastion 3304(i). 96. Basement portion of stairways should have an ��i 113. Aiole(=UMilele)inaudttoriumshould have aminimum M apprO,�d barrier where continuous to upper floors in an WW-Of----.Section 3315(b)Section 3315(aI Sit"enclosure.Saciion 3306(h). - - -- ----•.----- 114. Panic twdware b squired on eaN doors M Grow i� 97. Vrrted disW►ces betwe4ln stairway tare WVS are Mm.- 1✓� A Occupancies.Sections 3317(d)and 3318(a in lieu ked to 12 het.Section?,306(i). Of this,doors shelf have no locks or latcihes 98 Handrails should be placed not lea then 30 Inches nor 115 Main si nd ride axils In conlorinanoe wkh Secton 3317 more than 34 inches above the heed.Section 3306�). 'IV are required bt G A.Division 2(2.1)(3)Oacupan Two handra11r1 are nqt Md when stsurways exoeed 4 des.Section 331A(ui).. If In width. 116. Corridars rel Group E should have a width 99. Guardrails for Nabs, balooryee and landkngs should �` �by t�etlicn� 2�tsel bol red less than 6 IM. n 3319(a).8rsolb txxnlorrrn with Section 1711.Hon that maxknun clear. I Once between krisrmediate tylia is 6 Inches - Shwr Mo.4 of e aVrste 186 ' -,. ., ..�o... 15U hret rn t*Vtll lase No 38-A. . stabs.Section 3319(g) 11P. -ExR etdrs servltg an occupant bad d mors than 100 In 138. Building* six atones a move in height should be pro a Group E Oaxu vided 1 rapt less than rme standpipe durMtg con- a Grdth u 5 tett. uP8nr should have a minimum dear � .��36M(fry 319(g)• _ --------- 137.I Automatic nyder tem arae ebtould be wbmftied 110• Every room with an ooarpent kisid taceeding 300 In aH to determine compliance with applicable building,ittie Group E Occupancy should have one of its exits Into a ;rate aft system.Section 3319(b). pltxrlWng and fire ogles. 120. three or more exits ars required In a Group E FIREPLACh.S AND CHIMNEYS pancy.no mon+than two required e,.lts should exitin same tail system.Section 3319(b). U 138. Chlrnrw,,s should:OmnPty with Sections 3703, 37043705 and 3706.121. In a Group E Occupancy no point In a room should bemors than 75 feet to an exit corridor,enclosed stairway 139. Fireplaces encs bas should comply with Section Of aoderlor of the building.Section 3319(c). 3707. - -- !t 122. EX ,I thm ugh adjoining rooms In a Group E Occupan- Cy should Dorroy iivriftih Section 3319(d). FINISH WORK 123. Panic hardware is required on exit doors serving roomsLw",d e interior wall and coiling finishes should be spudtied e �V, containing50 or more occupants and in corridors ofl comply with Table No.42-B and Section 4203. +. Group E s.Section 3319(i). - psum welfbeard(interior!alh and plaster)tanned be � 124. AM required eaterbr exit doors in a Gaup I Occupancy talled on weather-exposed surfaces.Sectwns 4705, 1 shall Open bI direction of ex"travel.Section 3321 (a). 11. See Section 424 for definition of weather- -- - osed surface. 125• Doors from bedrooms and waras of Group I Occupan. '- Cita and all exit openings where nonambulatory ylights should comply with Chapter 34.Plastic sky. �n. WWII$are housed should have a minimum clear width ts are allowed only under conditions specified In of 44 Inches. No projections In this width are allowed. tion 5207. Section 3321 (b). ss and glazing should comply with Chapter 54.Type 126. Panic hardware IS required on exit doors serving more thkkrtess of glass should be spedfied. ✓, than 50 occupants in wouP I Occupancies unless there _ Is rm latch or lock.Section 3321(I). - t ! 144. dlass Ya Ia s to human impact shyald OOR,ROUE GONSTRUCTION,COVERING,SKYLIGHTS, ion Secy FL5406. ROOF STRUCTURES 12I Dnfb'opping as aedfied In S -`- peclkm 2516(f)4 A shall STRUCTURAL ' _ ins prodded within a Concealed fluor ceiling aaasrnbly145. Spedal Ir>apection in cor+lormanos wlth Section 306 Is fomW,d corrtbuatible construction. Q required. 128. Dinftlopping as Specified In Section 2516(f)4 B shall 146. Soil daeaificadon in conformance with Table No.ry-B be prOv"eed wtthrn attics, mansards, overhangs and 1, -_ _ aring similar concealed spaces formed of combustible r artdvalue Used in design�shoua peldd t ctreec d onlfp r construction. _ Section 2905. A 129. Roof drainage sharM be conducted under the public 141. The foundation investigation report mentk.-ted In plans akdewalk.Sectxm 31 , (e).0 �� was not Included in data forwnrdr+h to us. it should be submitted for review. 130. Otrorflcwv drains hm.Ing the same size as roof dretns and ------- --On kxdependent drain lines are required In lieu c'this, 148. All masonry of concrete elements resistirg saismrc �( werr!low scuppers three times the size of roof drainsL torc�es should qualify os rslnlor�cl elements, sectionshoukJ be Installed In parapet walls. Overflow system I)2 B.( should have inlets located 2 krehea above the low points 2312_ 312 of the roof.S000n 3207(c) 149. Precast concrete well panels should be justified for 131. TI►s - -- v". C0m9Ai8 ..e with Section 2616(c). *Nrer,Ste area d penthouses and other roof struc- / to ss cannot exceed 33'A percent of the supporting roof - -area.Section 3601(b) 150. Y1bod members may support bads frommlisorn or (err- ooncrele only under the f-ond!tlons specifiedin Section AUTOMATIC SPRINKLER SYSTEM 2515(a) F134Class roved sutomNk 151. Structural calculations should be submlfted to justify tsprinkler system in the ft is required Section 3802 This includes Wktd � �� 1d the structural syatam b restating leis• s enclosed wholly or purity by combustiblemlC and wind bads, and supporting dead and kve ction bads.Thio Includes foundations or III standpipes are r wired b 152. _1ust�nG calculations artd details should be provided eq sprinklsred bulld �it IDr r.or more stories in height Table No 38•AI Standgpes are required as specified in Table 153. Fktofs shalt M dettlpned-A /j/�t 1001 for snow beds d_._ - Pounds Per square Section 2305(d) P"No.I M•ohm" 187 • I .J 154. The roof should be for 0w+ pressures 166. Welding data or details for steel deddng used as a die• n with due conNdxstbn kx lateral support of oompns VA phragm should b.praivided. Information should comply sion flanges of flexural members. with a specific ICBG evaluation report or test data submh- -- led in compliance with Section 105. 155. Floor load should consider a 20-pound-per-sgwre-1hoot - �A partition Section 2304(d;. 167. Details should be provided on roof(floor)diaphragm connections that Indbate how the sheers are trans- 156. Marque"(residential belt onles)should be designed f V fsrred to vertical.h.ar•nslsdng elements.Connections I�C-. $oa 60•pourd-per-square-root Ilw bad.Table No.29- �be ju�Mdwith��with sbucble�s ral calculations br oom- A.157. t3arapsa kx the storage of prtrate ple � eel t�rrs lkiould 1 166. Nailing la gypsum board(Isle,sheathing board)used n be bf s xxm 2000 whload. structurally on show walls shouk be specified to oom- ({i Section-""- (c). ply with Table No.47-1. /A 158. :iw load nt�orw should comply with Section 2306. � 166. Shear walls utilizing gypsum board (lath, sheathing Y — ��Gt board) cannot he used to resist loads Imposed by 158. Gkied-laminated lumber should be fabricated In accor• masonry or concrete walls.Footnote 1,Table No.47.1. V(k dance with Section 2511 ft — 11 /�/t 170. Balling. should be designed to withstand a 21} (50-) t • 160. Allowable stress In glued-laminated members over 12 Pcu irer�bot horizontal k,-m.Trble No.23.8. VA Inde.M depth should consider a depth reduction fac- lor.Section 2511(o)5. 171. CMlkrg barnkl0ned q should be desfor a ii.w load d not J/! 13. than 10(20)pounds per square W.Tabs No.23- 161. Bolted orrecifons exposed to Me weather am limited B' b 75 percent of the alloy le bad under protected — �r�' Conditicm.Where always wet,the allowable bad shall 172. Interior parhtloos &;.ould be justified structurally for be 67 per-ern of the aillovvubie bad undo, protected [J4 strength and ds•flection cri!•rle specified Ir, Section l conditions. U.B.C. Standard No. 25.17, Table Nn. 23(h9 b). 25.17-S. - 173. should comply 162. And d con critl and masonry tells should oom• V1, with a III ICBG evaluation report or justifying test ply with Sec ion 2310. data should be submitted in compliance with Section 101.5. !( M. Plywood grades should conform with Table No.25-8. — 174. Flans should Wicate that loutdations sztend below?rte 164. AMOCOWn Is required that sufficferlt slope or camber issivelhost Tinto b l b.satin adequate rod drmust b otter long- 175. Reside oompleb spedllcafbn t In Conformance with Yrrrs de}laororta.lo You d Mils roots must be designed � �design� for possible Ponding d water.>";c 2303(q. - 165. Dash on a0rsea n filed and hardware"wllh Jt+aLMying dad we Iapikad on pnWasst,d oaVnte wry*.Thi k data should be submitted and aappppnnt,,ed prior ID orderin;n d material. Note MuM an terxlons rhould comoly w th Section 4303 (c) 3 for Ilm•nNstive Ap Mlorlaf Grnobona: , f Than ahreets an a part d 0"plans and stun rennin atuded Mento.CCrnacthns as ateve Indicated wIM be complied with --— +- Bad»drrd and qV wfd_ (SiDn -__— (1%Wv..9 d Owrw o,Awk...r Daft__ Chte W b1— old.— ---------------.__�___.--- --- a WAD to r M�est tie.•M a rranrls lea r • r ��.. ... i, ti f 4 s a t . . �M� lye LaC. � u, 4' --�, 4, I L I��1Ltk lttnrl Lw c. 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