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( '/ � •V �II�YI�� �il.��l../ I I ✓ I/l�/l�"1�,� (tr� � _ il' �1�HM�eGU , �r 1, t ( iix�iNliL)I�i�i617rI� i^ ►3rl\i>r, {r NR,i; 6 �VJ JCGti�-1) �(Z'42"Umra rA� �. .: I I�vvS t'fGN Folz} E � 7 �.R L161.1T� L1t1+r. u if� •, � I 2 ,!>;}. ��,OVtt�t; �,t�R�� �U LLY ('S MC Y (�t'1LVt,J E) r I ' �, i I.i!,i f IA a f I c l Lt-{ h,1NU'f .,)()wM ,1 VAS • 1;H t T 01\I t�►JCIac�1� P���'�S �o �X lei�, wozv VF, V oNb�� o , 171, tgoro7 G P r� G10�lG t%Gao� 1JOtJC7 1 � � ! ---� .; //1/Jf;' ;`-'/L �— rO(py �>tlSf ('r1ilC ' �I,U�i� aI� L �t11�� UJltl. i�o1�F,Ulf� t02 . I ---_ ApprovedR� ,• / i I,gIA! u;�iEr°� :Vc ►'` �[ �tt'ri+"f: { Conditionvily Approved .................. ............ puffti,-.v'r_' . , . . . . . . . . . . . , . . ,, . •' y b'- /� l' F ' ?-V-91 i Il�i��,L r�F ,is ;Jt or cnly t``o %vol •'t^ oc IS f� In' CONC'T. A ` Y � •-, a , r I ` ,t-'; PERMIT N.O.O. _fut�� . �s $8E1 IQtt 'r'to:i r�'oc ......... . ..... 0 , -a KII APFgOVAI.OF i ►" RCr� �� L� iD�J" �y (�t �i✓Wr�� _- f/X �ii. t,A RL� SFr I<��i VA00dE FL! �. W Gtr MPF•{ r 1 �c I H Y ASI ON6 VAL r M-FrI �-�l (� h K a ,� � n.r,r�s ,t ,, N 161 . ISN CT , T U ll_ I 0 �T , 8_-, r - I. --r- I �x pu: ifi;; aca 'fPlcra l� h�vt+ ��E,E� , Cr 1 TL - -. `, ��,.:: _O LETTER 1.7Gra i 4 I © LiU i'( 00 %I`jV rA)n 1 ICH l gb()VE 6F II, QI . �I(•k Cu,. ��''r ' 0 11) epur�Nw CI) .w 1 �? ' � Job — ( t l ; •9iN GATE ral3� 10 6al:• VVlPIry (rj,cM t Xl41 ► �Cnlit - (�Ot.RFi<� C MaVe-9,) 1►y1 G �t'laI%.�, x �'�• �c�x '• Gl�ra vLt . 'SNI vt�,N( fFiOM _ . ,. { i`t V G I r�C- I , � . .'!�P, . r,+ �. IN 4 F;, ,b V t i; >✓o Sy I t5 L b , l f�G u l'I• i�u'( a iJ ,, . .� . . I?'• h .- 'A� }` ' 'e'M' j,pii,#1.,C\rte/,i,. •)'s, b:” 7... i.;�''. , 4"':�1 �i� �1 ,. , "'}.1:, i.'N�. A9 ,•i1"{'' �'41��. _ _._._ --------.... „ , W�t,l. � , � � 1 goKt, �, _� I��UhL: 6a�, �a►��� ., . . i�ItJr7t1V�l M1 ;•• ..*i , V. DATE 8Y DESCRIPTION WESTEC AMFRICA INC I i DAM 12 JULY 90 01� Ill *ff, NO. ► OF 9255 8W Huntiker Street - ---_... .._..__..._.. ___. ._.. ..._ . ._.. _.__.___._._. _._..__. .__.____.. _ ---_.._...__.. _ ._.____ ._._..__._.... ..— _ � l� ( ��1 ( �\,,� � � G I" I Q i✓ � `` {{ . C• Sof 3 ,..5$ .W, ; ;!It lZI K.Iw-t� __....._...,_..,....,.:.......,.. ...r.,.,s,..,,.ww..,,. ry, r -»+vm.., . :;.w,y,,..,�+.urr.,r► iFLO,,,DRf...• If This notice appears clearer than the 3/4/97 document, the document is of marginal quality. I IIIIIIIIIIIII III! IIIIIIIII I IIIIIIIIIIIIIJI III IIIIIIIIIIII IIIIIIIIIIIII I il11! 111IjIII I IIIIIII111111411 IllIlillllll 11IIIIIIIII!; l I IIIIIIIIIIIIICI I Illlllilillll IIIIIII�llllf W jkk..::__ INCH ( MADE IN CHINA I Illulll!lilililll�illllnlllnlllllilllllllllilllllllnilnllllll Ilnlnlllnn!� Ilnllnllllllllln'i llllll1llllllllllillllllnl'illnlllli!Ilnllll-it lnlllnllillnllllillllllllllllulllllllln111111 i111111nllnlllllllllnlllulnl�l1141111111111111ulu111111 lullullllllllln'lli ' Vit, O!. rt t I.� ADDRESS: t f'. "sow�\J yet V_ 1 6 a r� i:\records\miu,--)f lm ttargets\building.doc ry �'t*ti*p�»' t'',` xN..r . . .w. �.: ., rh "•.��.��b�z:�.n: :p�!;f,,.; r,vz, h^ F,Wd�Vj � is 5 4� �'� w��p.�' t 1 y ' �•ay1�t ,.1�}�x�",}layt�rh �I'e �t •:k �� �'�" ':"t• i I�;:� ttt f �Yr+� X;'; i { a� - >P n s . I4? ft � I TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT "+ 4755 S.W. Griffith Drive• P.O. box 4755 • Beaverton,OR 97076• (503) 515.2469• FAX 526.2538 I February 19, 1991 t i lJim Severson Centrex Construction, Inc. , 12900 S.W. Pacific Hwy. Tigard, Oregon 97223 Re: Office Warehouse Facility 8250 S.W. Hunziker Road Tigard, Oregon 6090A-145-000 Dear Jim: M f This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the .Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. 1 . Exterior Wall Constructie+n/Fire Flow Requirements: Resulting from our conversations with Jim Jaqua, plans reviewer for the City of Tiga-.d and phon message regarding the abov^ captioned project, plans are ccnditionally approved as submitted. Correction for exterior wall construction is acceptable as per addendum #1 dated February 8, 19:1 Fire flow requirements are corrected by prone message stating { installation of automa,cic sprir 7ers will be carried out. 2. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration of installation of automatic sprinkler � system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UBC 302(b) "Workhv Smoke Dotecton Save Liv" '� • .. , t..a� 'IA�Rr �L �"� +'1'1M'Can� ,..,. ..• ,,,w, ,.s..• ,.. . ... - ��. 'a {'- Jim Severson :4r February 19, 1991 wage 2 3. Hazardous Materials: Storage dispensing and use of hazardous materials, inclt:d:,ng but not limited to a� flammable and combustible .liquids, shall comply with the Fire Code. 4 . Approved Plans on Job Site: One set of approved plans bearing- the stamps of the building department 7 issuing the construction permit and this office must a be maintained on the project site throughout all phases of construction and must be made available to building and fire .inspectors for reference dur-.ng qrequired construction inspections. UBC &ec. 303 5 . Required Occupancy Certificate_ Prior to the use and + occupancy of the project (space) , a certificate of occupancy or other written instrument of approva_1. must be obtained from the building department issuing tha construction permit. UBC Sec. 307 1'f I can be of any further assistance to you, please feel free to contact me at 52F-2502. Sincere. y V Ge a Birci1 Deputy Fire Marshal GB:kw cc: Tigard Building Department Barrentine, Bates, Lee Architects 200 North State Street Lake Oswego, Oregon 97034 It'.SPECTION NMICE City of Tigard Building Departwent 13115 Sp Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection! ——— Footing Plbg. Underelab NeckRough-in Appr/Sdwlk Found. Plbg. Top out Gas Line FINAL: P Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. 1171,9. Underfloor Waterw Line /Gyp. Bd. -Mach. , Date Requested:— �I ��! '��� "-z--_ T1.aies --AM — PM Add?:689: s— Permit Builder: (i�T�,. THE FOLLOWING CORRECTIONS ARE REQUIRED: i i, Inspector: _ _ nates APPROVED DISAPPROVED �- APPRO'/ED SUBJECT TO ABOVE Call For Reine3. b /h yPSIN pTUALATIN VALLEY FIRE & RZSCITE AND I j BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE '' 526-2469 ` �4Rc POSTED: OCCUPANT CONTRACTOR _ — BLDG. PERMIT It PROJECT NAME PLAN REVIEW 0 LOCATION p� d G� �lCIIV z rQ JURISDICTION: 1= Be. 2= Du, 3= IZ.C.(4-- Ti 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-IJPJREINSPECTION ATTEMPTED FINAL ❑ f� t1 Framing ❑ Separation Walls ❑ Sprinkler System Ihn ❑ Shaft ❑ Fire Dar:pers (Overhead/Underground) 1 Alarm System ❑ Hood' Ext:n Systems g ❑ Conference01. s �} Spray Booth Ceiling Covet- ❑ Other rV/4� fLA— L/5 K 401(f< LeAP T_ )Ji t 1 f Date:_X/0u 3�i �0 Inspector: _I nd ,r- 7 ` A t. CITY OF TIGARD OREGON ■ fa 4 October 24, 1990 c J. L. Westphal Westec Amarica Incorporated 16405 S.W. 116th Avenue King City, OR 97224 4 ' Project: Buildinq Remodel, BUP90-0291 8255 S.W. Fltnziker 0treet Dear Hr. Westphal: y The revised plans, along with your letter of Octoher 10,1990, appear to k i satisfy the items for which we requested correcti-)nn or re:visi.ins. The i problems which appear to have been built into the building prevent full compliance with code requirements. The alternate methods and materials ' discussed and aces tee' should provide an acceptable level of P p p protection for the building occupants. s Exit paths from the second floor, which we did not directly address, will I be relatively easy to bring into code compliance, as we now have a full one-hour exit systet,¢ through the first floor corridor. Thank you for your cooperation in sAdr.•essing the problems we encountered. Should you have questions, or If we may he of assistance, please contact us. Sincerely, i ..Tim Ja P;!% s am er FAX (503)684-7297 i i 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — L r a�Fil r MAY-',^.Cr Y�(l�M.�M1 4,;Y.• r I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type or Inspection - O� e�•e` Date Requested Time kv, c G / A.M P.M. Address Permit #��i1 Owner a — - ---- —— -- _ Lot Builder IThe following Building Code deficiencies are required to be corrected: ii Y 1� F �r fi Ju Presented to C] Approved " Inspector /' [[r Disapproved Date { CALL FOR REINSPECTION OYES rl ❑ NO 1 y ° til m S ,- a aG b - f'� t ' "I; �� „i. .u�l> ..r 4 t` r�` .�.. + 3 6 �y��,. �#til ,•��, � �i�','�,n �`�: 1 1, d.,.!�''6sh:,,.., Y Y ���'i Cbk gF1 :. 1 �t } lie , a � f it�`L� �' '+• talQ1 C �1 t � i c 1 !1!r t e! 4•l.F w a � ,�:,IyN y YlF a�� ;�� py}h Y3 r F � r Ti Y9 p o 1 Y1 at. 4 r -.. °(p 1 s .�� 1 t♦�-:, '1 r t I� uL:� Ir�'y1,r." �3 tt�r'a J V3 57 A IT b • �#� ��W Ir 1 Il � � I^ i � t 1f� n�li� y 5 1 t7 A�4 -u,,. 00, .tY�" r..f.. ,_ -.A,� ? ..�� dr C'IM1'(� ..:^� - S lit..- , � '�' !t �.','• ,1�"�•q'.•�y'��':",yiC!0� [J�. tw 6x ti r i r. ,Y 2 N,r y d .,..,....+,. , Ir TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMEI T 4755 S.W.Griffith Drive• P.O. Box 4755• Beaverton, OR 97076• (503) 526-. S9• FAX 526-2538 1 } i t � 4, 0t7tober 17, 1990 C J. L. Westphal irestec America, Inc. 1640 S.W. 116th King City, Oregon 97224 Ra: Remodel Project ` 8255 S.W. Hunziker St. S Dear Mr. Westphal: Revised plans submitted to the City of Tigard for the above captioned project are approved as submitted, with additional alternate materials and methodg as prescribed b.-, .Iim Naqua, City of. Tigard Plans Examiner and myself. It appears that this building, wider original construction, had some problems built into it that cannot be corrected without major remodeling, therefore, this department is willing to accept automatic HVAC shutdown in lieu of allowing above ceding of corridor to be used as return air plenum, this ceiling being part of the corridor area. The addition of fire dampers will be and .is hereby a part of the alternate materials and methods. Said fire dampers shall be installed in accordance with the manufacturer's listings. j If I can be of any further .assistance to you, please feel free to contact me at 526-2502. i Sincerely, / i Gene Birchill. Deputy Fire Marshal y GB:kw cc.: Tigard Building Department "Worklnt"Smoke Detectors Save Lives J October 10, 1990 CITY OF TIGARD OREGON J. L. Westphal / Westec America Incorporated 16405 S.W. 116th Avenue �_o� 4 King City, OR 97224 r Project: Building Remodijl, EJP90-0291 8255 S.W. Hunziker Street i Dear Mr. Westphal: An onsite inspectl�n of tnis project was conaucted October 9, 3990, to determine compliance with applicable codec and to determine or discuss possible alternate methods or materials. The items listed below appear to cover those conditions for which we have most concern. 1. Entry and corridor walls shali be ones-hour fire-resistive construction from the floor to the underside of either the concrete flanges or floor above. Constru-`Ion to meet this requirement in the extension of the existing corridor will necessitate relocation of existing ductwork. 2. Penetrations of the one-hour assembly by heat or return air ducts shall be protected by fusible link fire dampers. 3. The return air plenum for the HVAC system shall. be provided with automatic shutdown smoke detectors. 4. Plans for items 2. and 3. shall be submitted for approval ! prior to any installation being commenced. i These items were discussed with your contractor during our inspection and should provide r6asonable methods of satisfying code requirements. If you have queatione, or if we may be of assistance, please contact us. Sincerely, �L�L �l� �..t.t✓� ,"t Jim Jaqua Plans E finer FAX (503)684-7297 cc: Gene Birchill Deputy Fire Marshal 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (50?)639-4171 -- TUALATIN VAT,I.EY FIRE & RESCUE 1N y� AND �~ CBEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: OCCUPANT IIT Q ' CONTRACTOR BLDG. PERT ■ PROJECT NAME PLAN REVIEW 0 LOCATION `� `� `7l{J �'�1;�c l ✓� � 2, ■ JURISDICTION: 1= Be. 2= Du. 3= I:.C.(�4TTi Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC VER FINAL SPECIAL FOL ATTEMPTED FINAL 1. �r \` u Framing El Separation Walls Sprinkler System El Shaft Fire Dampers (Overhead/Unde.ground) El Alarm System El Hood' Extug Systems El Conference El Spray Booth L1 Ceiling Cover ❑ Other I to (� t E' flt, t f U — i I - J Date: 1�,i `.� �. Inspector: ?� f' WESTEC AMERICA INCORPORATED TELEPHONE: Oregon ( 503 ) 639-9050 Kansas ( 316 ) 331 -0117 15405 S .W . 116th Avenue 605 North 9th King City, OR 97224 Independence, KS 67301 FAX 5e3-639- 1880 FAX 316-331 -0117 � y i October 10, 1990 t • Mr . Jim Jarua, Plans Exai�,iiner City of Tigard , Oregon 13125 S . W . Hall Blvd . Tigard, OR 97223 Dear Mr . Jaqua : Please find enclosed four4 ( ) plaii drawings covering the building r,model BUP90-0291 for our 8255 S.W. Hunzikdr Street building. These p i n t s are the revisions as were - quested to our originally approved plans . We have revised the drawings to reflect the following : I . Entry and corridor walls one-hour fire resistive construction from floor to underside of concreLt flanges nr floor above construction . 2 . Relocat - on of existing HVAC ductwork to allow contiguous fire resistive wall construction . 3 . All penetrations of the new one-hour fire resistive waII by HVAC ducts and by air return ducts will be made and protected using fusable link fire dampers. 4 . The return air plenum for the existing HVAC system will be provided with automatic system shutdown from return duct smoke detector system. 5 . The hallway ( one -hour fire resistive construction ) relite glass will he 1 /4 " wire glass set in steel frames . SYSTEMS AND ENGINEERING FOR THE DEHYDRATION INDUSTRY t1 I Mr. Jim Jaqua City of Tigard Tigard , OR ' October 10, 1990 Page 2 Jim , I hope this covers your and the depute fire marshal ' s requirements and concerns. We, once again, request an approval of this plan so we can get our contractor underway and hopefully have no further delays and extra costs . Pldase advise myself or Joyce Bolton at your earliest convenience as to your approval and your permission for us to restart , construction work. Sincerely, e WESTEC AMERICA INCORPORATED i John Westphal President J 6 . j b Enclosures : WAI -001 , Rev . 2 ( 4) cc : Mr . Gene Birchill , Deputy fire Marshal , Tualatin Valley Fire and Rescue and Beaverton Fire Department . Beaverton , OR ( 1 ) I A �I Kr a , Y n' 4. N ti 'As I All i October 10, 1990 CITY OF TIGARD OREGON � j J. L. Westphal westec America Incorporated / 16405 s.W. 116th Avenue —f 1 Kir4 City, OR 97224 i Project: Building Remodel, BUP90-0291 8255 S.W. Hunziker Street 1 Dear Mr. Westphal: { An ons.i.te inspection of this Frojeet was conducted October 9, 1990, to determine compliance with applicable codes and to determine or discuss possible alternate methods or materials. The items listed below appear to cov9r those conditions for which we have most concern. 1. Entry and corridor walls shall be one-hour fire-resistive construction from the floor to the underside of either the concrete flanges or f.lonr above. Construction to meet this i requirement in the extension of the existing curr. dor will necessitate relocation of existing ductwork. 2. Penetrationa of the one-hour assembly by heat or return air. 1 ducts shall be protected by fusible link fire dampers. 3. The return air plenum for the HVAC oNstem shall be provideu with automatic shutdown smoke detectors. 4. Plane for itpma 2.. and 3. shall be submitted for approval prior to any installation being commenced. These items were discussed with your contractor during our inspection and ' should provide reasonable methods of satisfying code requirements. If you have graestions, or if we may be of assistance, please contact us. /Sincerely, 1 Jim Jaqua L Plane E finer FAX (503)684-7297 cc: Gene Bi.rchill Deputy Fire Marshal 13125 SW Hall Blvd.,PO.Box 23397,Tigard,Oregon 97223 (503}639-4171 -- — I.I I e !i I I WESTEC AMERICA INCORPGRATED TELEPHONE: Oregon ( 503 ) 639-9050 Kansas ( 31 6 ) 331 -01 17 15405 S .W . 116th Avenue 605 Morth 9th ! King City, OR 97224 Independence, KS 67301 I FAX 503-639- 1880 FAX 119-331 -0117 � October 5, 1990 I I Mr . Jim Jaqua, !Tans Examiner City of Tigard , Oregon P .O . Box 23397 Tigard , OR 97223 rr til i� Project : Building Remodel , BUP90-0291 ` 8255 S .W . Hunziker Street I Dear Mr . Jaqua : 1 Reference Items 1 through 3 of your letter of October 4, 1990 : ;i+l I, !I I . Glass in sidelights adjacent to office doors will be 1 /4 inch wire glass set in steel frames as requested. I +' 2 . There are no changes to the mechanic ,, system in this remodel project . o''I 3 . Enclosed is a plot plan showing hu11ding location on property. 'il; Should you have any other questions or concerns , please don ' t, hesitate to call . I 'I; Sincerely, STEC AMERIC IIJCORPORATED Ph Ilt� 1� Joyce Bolton Office Manager i b Enclosures 'I'„'il IItry ISI SYSTEMS AND ENGINEERING FOR THE DEHYDRATION INDUSTRY I A11- I :.:•, �;A}4, '3c�in;i+Jo'4h t•s#�, ;xs,r�'r , .,., _ � r�- ��� t I, I I M,LATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-7,469 a � POSTED: ; OCCUPANT WP S 4 CONTRACTOR _ `BLDG. PERMIT it a � PROJECT NAME PLAN REVIEW It LOCATION * 1 JURISDICTION: 1= Be. 2= Du, 3= IZ.C.r' T 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC CER/ FINAL SPECIAL FOLLOW-LSP/REINSPECTION ATTEMPTED FINAL .Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extng Systems ❑ Conference ❑ 1 Spray Booth ❑ Ceiling Cover ❑ Other L,� G j r ns i;. Date:--aTL, AS Inspector: 9 r; �\ 4, MEN 1111 Evil A CITYOFTIFARD DUILDING IDERNI i CITY. TNa1111D I I ER M I'T It. . „ . . .. , ^ ti U F,1)F) o J'1. COMMUNITY DEVELOPMENT DEPARTMENT MGM 13125 BW HWI Blvd P.O.Baa 23307.Tioa d,OnGc^07223( ).e,`#0�1 FIRTH. T'E:Fi Ih a. r' 0. : B lJ F'`3 t%) N is�':3 1. y ?.... f I. J.0/04/9 J 82'55 SW I-UHZI:KE R' ':i'1 PAR(:EL_» PS10.11r(::--E)@20J t:UBDa:V I SI()IN;.. . , . tt ZUN1NG-. I-w' Bl...(:)(: K. . . . . . .. . . 1...04" .C SSL)C:: FL..00R (.IFtL:(1Si_.._._._..._._._._.__. EX'T'ERIOR WALL C'ONS'T'RUCTIC'N- � (:I_.ASSi OF WORK.. »AL'T FIR::,'T. .. . . :;'.',`:)10 if 11. 1") E* W: 'T'YF:'E OF USE::,, . :CUM SEC:OND. . .. » ! f PRO'T'ECT ()F'FNI1�ICa<;"•,_.,_.__._..._.._._._..__ TYPE OI (::(')NS"T'. »i?hl THIRD. ,. ., . : f IJ: S: F:::: W; p OC(A.)F'ANC:Y GRPI. :B2 T'OTAI__._..._......_._.: 5910 t.f ROOF' CONS'T': FIRE RE:1"?: � ()(11CUF'A11C:Y L1'.)A1)»F,0 I::+(1SEIII'NT. : sf ARL-A SEP. RA141:1): ST'OR. »r_? Kr. :24 f'T, G0RAGlw. . . : sf OCCU SE::T-''. RA'TED» B13MT"':N I*1Ezz ?-.N RC:_CII) SEfli�lCES- _.......__._...___ h1M(�l.la:Rh.D_......._.....___._..._..-_...........•..............,.. F I...00R LOAD. . . . -.50 ps f LEVI*— f t I`GHT: ft FIR S►•'Il.I-:N SMOK DE'T'. ., :14 � DWL.I._I_ING I.JNITS: FR NJ': ft REAR: T FIR 11NDT'CP AC: F"I.:I)RMS: RA'TIIS: I I'll' SURF ACE:: F'RO (,'ORI;:Y PORK I IqG. VALUE:. : 31.00P) Renla•r0zi., H:I.cty. ,a:lte•ratior): add irlte•rio•r walls, pa rt i. ty.onw, dr ::lr!�, exit C;rF)C-1.0 Su•re. WE S*TE:C, AMERICA .T"N(::ORPORATED type amot.trlt 13y date recpt '4 1.5405 S. W. 116'TH AVENUE F'AYM $ 207. 38 JI..H 09/10/90 1704560 PRh'I'T 1> 113/. 50 KING I'll'Y OR 972R4 PI...CK $ J28. 38 ! / I••'lla)le #» 63;•3---9050 FIRE. $ 7r4. 110 S P C T' 1; 9. 88 / PAYht 1, 207. 38 JI...H 1.0/04/7.-7F I-'R0GRF.1:iSiIVE: COMIIE:RC;IAL DEVEI_. 81.96 SW HAI...I._ DL_VI). 1131-11:"TI:_ 2114 HFi:AV[::RION OR 9l0k)`:, F'tlotie #: (:;43-d.8(:,') $ 414. 76 'TOTAL. Reg 0. . ,. 251.28 -....._.._.___ RE(1l1IRV11 INSF-'E(`T1ONS This permit is issued subject to the regulatior- contained in the Slat) 11.1s p Tigard Municipal Lode, State of Ore. Specialty Codes and all other F r ni i Fig :Crisp applicable laws. All work will be done in accordance with [11at.t:Latiol7 111sp approved plans. This permit will expire if work is not started Gyp Board Irlsp within 189 days of issuance, or if work is suspended for more St.tsp Ce.iIiiq I1'lsp — �- than 188 days. F iIla a Inspect-ion ___.._....---.......__..__..._....__ _ - ..._ _.._.._......_ _ Permittee SJ.g1.li�il Ikre ....._..._.._..._.__ ._..__..._...�_ _... _ _.._.....__. ...._...... ....._.................. __. _ .. ....._.__...__....... I Ca3.i for i peC tion - 6;:3r1 417`; } r r "'tAf _ _ .S`��aMr a '0125 sw.Hoe W%fd PI�NCK CITY OF TIFA,[.'r% P.O.Ow 23397 �� 3 %-d(keg-97213 PERMIT ICOMMUNITY DEVELOPMENT DEPARTMENT (503)&W-4171 DATE ISSUED JOB ADDRFSS: 8255 S.W. Hunziker Road TAX MEP/rAT,?._ D/ SUB: IAT: _ LAND USE: -- VAI�ON—$ 000.00 OWNER I � . 1 . SPECIAL N(.WS I NNME: Westec America Incorporated RELSSTJE OF: _ ADmiss.- T74W S.W. •1 16th A v e n„, _ IAS'T REISISUE — King City. OR 97224 _ F DW PrAIN/ C,3( SENSWEVE LAND: (503) 639-9050 � APPROVALS rl1RID NAMERACPOR** , ,T�it?cJrc-S'i e Co,r�/ �.'c�vr/��..��,,pp K 44sti'a) j t� NAME: _ {SING: ADI : _ 4/2s'c az z"/✓of 2/S' FIRE DEPT �- ■ »aunERS BOARD 0: 2 Y 12 _ EXP RATE: I,ssr/ BUS TAX: _ ARMI C AI[7l=C NS: NAME: Westec America Incorporated TRUSS DE MMS: ADCIiRESS: 15405 S.W. 116th AvPniia _ OTHER: King City.OR 97224 ' �iyt Pfd: !�Q31 639-9050 6�`-" / -2 Zet4L) Nis:"Contractor has not been awarded this work as yet, He is nr c n _ly Preferred bid out of 3 received with 4 nthar rnntrartnr bids shill to be submitted. SUB0Ot?nWVM1XW: PLUM: MOM: P'EI*= if AC= I DESCRIPTION AMJURr AMOU NI! PD. BAL. DOTE 10-432 00 Build'ng Permit Fees f y 7,5a 10-431 00 Plumb ttg Permit Fees 10-,431 Ot Mechanical Permit Fees 10-230 Ol State Bui]ding Tax (5%) 77 Buildup Plumbing Meeh - �<� 3 1 -433 00 Plan; Check Fee x Building —_ Plumbing Medi 3('-202 OU SEywer ConnectionAo — 30-444 00 S,-wt-r Inspection 51•-448 00 St,-vet System Dev Charge (SDC) _ 52-449 00 Pal-ks system Dev Qkmge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSSDC) - 10-230 06 Fitti MAL C 7+ ;3k o-7 � srcTmT� Received By: / Date Received: ti eE/3587P_WPF r Mum t • -f IM ,,.4, .�"fa!11r��i�k��'�KFH�'a,d;7W:fARfi;1A'a!r.Mr,3:�'^wwra•v,.+,;nr•�.a.....• •.,... ....., .._..._. .... _. „_M„'etr, :RAI?INGIE;ROSTON CONTROL INFORMATION . GENERAL CONTRACTOR NAME&ADDRESS: CASEFILE NO., PERMIT NO.: APPLICANT NAME AND ADDRESS: EXCAVATION CONTRACTOR I NAME&ADDRESS: OWNER NAME- AND ADDRESS: a TELEPHONE NUMBERS: APPLICANT: _ PROPERTY DESCRIPTION: OWNER;. S'T'REET ADDRESS AND CROSS STREETA OCATED GENERAL CONTRACTOR: EXCAVATION CONTRACTOR: SIIE/JOB: LEGAL DESCRIPTION: 24 HR/AFTER HOURS EMERGENCY TAX LOT NO.;_ CONTACT PERSON,TITLE,TELEPHONE: 1/4 SECTION: _ SITE SIZE,ACRES;_ DISTURBED/WORK AREA,ACRES; LOCATION&ADDRESS WHERE SPOILS SITE RUNOFF DRAINS TO:(CIRCLE ONE) LEAVING SITE WILL BE TAKEN ( (NOM-PERMM MAY BE REQLgRM) CATCH-BASIN DITCH PIPE CREEK fl j (CIRCLE ONE) PRIVATE PROPERTY PUBLIC RIGHT OF WAY f . SLIM EDI�.ri7NIATilII�T CO Ti RO fEsQ MEASURES � F''ICL»�Vl\/JGV1lVii�ltiinLav vi��■ - MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION: FOLLOWING CONSTRUCTION: SEDIMENTATION FACILITIES STABILIZE EXPOSED SURFACE STABILIZEE;CONSTRUCTION ENTRANCE R:.MOVE AND RESTORE TEMPORARY ESC PERIMETER RUNOFF CONTROL FACILITIES CLEARING AND GRAD'NG RESTRICTIONS CLEAN AND REMOVE ALL SILT AND DEBRIS' COVER PRACTICES ENSURE OPERATION OF PER GIANT FACU ITIES CONSTRUCTION SEQUENCE OTHER_ - — OTHER PLAN FOR EROSION r-ONTROL PREPARED AND SUBMITTED IN ACCORDANCE WITH"TECHNICAL GUIDANCE HAN'&SOK". EROSION CONTROL PLAN DRAWING,AS REQUIRE,HAS PLAN COi4STRUcnON NOTES COMPLETE,INCLUDING EMF"JENCY PHONE NUMBER, SCHEDULE/STAGING FOR INSTALLATION AND REMOVALOF EROSION CONTROL MEASURES,AND APPLICABLE STANDARD NOTES. I HAVE READ AND WILL COMPLY WITH THE ABOVE AND WILL CONSTRUCT AND MAINTAIN ESC MEASURES AS NECESSARY CONTAIN EM'ON THE CONSTRUCTION SITE. OWNER SIGNATURE APPLICANT SIGNATURE OFFICIAL USE ONLY. i RECEIPT DATE ACCEPTED FEE NUMBER RECEIVED_ BY _ A�1wwa4;w,n�r.w,�fe!ifa:�•, �� .tr7!1f�f; .�i!5�. I1��. 4" 1 + 1 1 i I . ..xn'�i'M.wat-r...,.... ,......—_.... .... ........ .. __ .�,a,r r.wia.M•.rwM.w.h .. _ . .....rr'a.rr.Marr—. .YI �iMiY�r•�w...rw.rw.+....w.rr+r�w..'Mr�r..�....�wr...r r...w��..w.—————..mow————ter.— I t y I CITY Of.' 'f'IC,ARU REr[:.If''I" Of7 PAYMENT RECEIPT NO. c90-205492 CHECK AMOUNT t 07.38 NAME a WCSTEC AMERICA INC CASH AMOUN"I' a 0.00 i'DOtESS Q 15405 SW 116TH AVE PAYMENT DAT' a 10/04/90 Sl.lE+D TV',5 I C1N ;1 I T:[C7AFcD. OR9'74 0255' tIJP1.Z.1h;F:ft ,r PURPOSE OF PAYMENT AMt:LINT PAID FIJR ''OSE• OF PAYMENT AMOUNT PAID 1W t►:t91 1'77 5051' BUILD L.D MR ._•_ _ _ 9. 00 };BUILDING PERM SU 0 . 6 i f } y 1 0 T AL_ AMOUNI FlA i 1: 1 +J t' l. t e 17- 1 # `.syr.:.. .... CITYOF TIFAk rf ' OREGON x ti f October 4, 1990 T` J. L. Westphal Westec America Incorporated . 16405 S.W. 116th Avenue King City, OR 97224 Project: Building Remodel, BUP90-0291 8255 S.W. Hunziker Street Dear Kr. Westphal: The plans for this project were reviewed for conformity with applicable codes, and are conditionally approved, subject to the revision or other action on the following items. 1. ala3s in the sidelights adjacent to office doors shall be 1/4-inch .rive glass set in steel frames. ' 2. No plans for mechanical system changes. 3. No plot plan showing building location on the property. You may get the permits for the project at your convenience. If you have questions, or if us may be of assistance, please contact us. Sincerely, c Jim Jaquer� Plans E�rui.ner FAX (503)684--7297 I �1 i 13125 SW Hall Blvd,P.O.Box 23397,Tigard Oregon 97223 (503)639-4171 '.Sd�^P'�' eeo' s.??air`Atll 'F$�3TR 1 •r A I t N ti. fIfo ; r TUALATIN VALLEY FIRE & RESCUE d'h!" AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755• Beaverton,OR 97076• (503)526-2469• FAX 5262538 1 October 4, 1990 Westec America Incorporated 15405 S.W. 116th Avenue ' Ring City, Oregon 97224 p, Re: Westec America, Inc. Building Remodel 8255 S.W. Hunziker Road S 609OA-038-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following � items: 1. Relites: All relites opening to corridors shall be of u r., not less than 1/4 .inch wire glass set in steel frames. b, UBC Sec. 3305(h) 2. Fire ExtingiAisher Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each ( **) square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Sec. 10.303 (*) 2AlOB:C - Light and Ordinary Hazard a' Y 4A10B:C - Extra Hazard (**) 3,000 - Light Hazard 1,500 - Ordinary Hazard 1,000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements ir, National Fire Protection Association Standard 10-1. "Work4tt"Smoke Detectors Save Lives J!. Ah- .J Westec .America Incorporated October 4, 1990 i Page 2 j 3. ARRroved Plans on JobSite: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 4 . Required occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UEC Sec. 307 i If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, ne�Birchilxal Deputy Fire Marshal GB:kw cc: Tigard Building Department �I 1 f �9 9 i cr::e4�lllkx;du�i��5tihntfx'�t.�i�:�z�ft�({!➢si�,,.L,;d-�,';o; , ry ` ;fAt ,4tYI � ,. ... .. ,, , "( , ✓.- .. # to `.w f: wr tX" r... y i 1 1 TTY OF rIGARD RECEw:[F'T OF F'nYMENI r,C.-ClEIPr NO. r90---204.i6 CHECK. AMOUNT s 207.7% NAM[ r WESTFC AMERICA INC, CASH AMUUNT r �,.0 ADDRESS r 1 405 SW 116TH AVE PAYMENT DATE. a 0q I C) fir GUITE: iijti SUBDIVISION r TIGARD. OR 972 4— I'UPF'OSE OF PAYMENT AMOUNT F'Ol D F'1.1RPOS)E OF F'A'YMENT AMOUNT�I PAID FLAN CWEC,'F:.. FF. %V-7C 1 0. 0, T'UALAT I N�V�aI_F_._.._ — 9. �I I 9W H UNZ 11<E:re TOTAL AMOUNT FAIb . 50 1 ' ;i :4 itl TUALATIN RURAL FIRE MOTFCTION M,TI1IC1 NOTICE OF PLANS REVIEW PO ©OX ar127. TUALATIN. OR 97062 t (THIS I5 NOT A BUILDING PERMIT) PHONE 1503l ea.aenl Y J, IRVINGTON MOORE MFG. S 0 S.W. HUNZIKER RD, TIGARD, ORE. No _254-0003 j Building --- --� — _ _. ODILDING ADUHESS x County _A4AS141NGTflH—___Ocaipancy—.$_2 _Const _V-N_ __ FMZ._-2554 rig. 1 of Architect -GREGORY,-IURA14ASITY, ZUG�---New Bldg ❑ Addition [X Alteration ❑ Date Received OwnerAddress—N/S -�Ff- ------ ___.._�_____--.------ — - -- -- --- _Da�e��7(�wp&j. 3-26-81 a 2 2520 13 02.4 4'min. NO CORRIDOR ONLY 3 12 Slones __Area_ _—_ _. ' Alllc /—._ -_Fire Walls Exits — / _�_—it. RtnIN rLC+ H rvr S1 Cib�. ._.-_.-. �hd 1 1 . .� TUT WIDTH Stairs. — _f i� Vert Shafts_ /_-- Nf Sprinklers / Alarn I 9.P _NG _/—�_ / NQ � Cn , �� TI Utif.0 NO V!`:-- n'(.OVG v INT SIZC• EXI. AS PER f�C'�I� # 10 Del N S. - / - Flo(r CONC/W4;L'Ilin,a SUSP. _Roof_MT'—_Str Members WD e ext -- ---- C(ARS NO 1 vr�E AHFA COVE) MTL GYP N S _Type N/S Yl,a rltq sy�tlm N1S Fuel_ _�— Wall cover—___,_ /._.._..__—_.�titr rm oncl �..V T e flue I EXT INT The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon administered by this office. Items No. ichecked on the enclosed list ale applicable These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of ornissions or oversights by this dy office or of noncompliance with any applicable tegulations of local government, REMARKS- ; x: This is a Fire and Life Safety Plan Review and is based on the requirements of the 1979 Edition of the Oregon State Structural Specialty Code and Fire and Life Safety Code and local ordinances. 1. One nour corridor walls shall extend to the underneath side of a one hour fire resistive floor or roof assembly, unless t:he ceiling of the entire story is an element ^ • fV. of a 1-hour fire resistive floor or roof system. Section 3304 (g) 2. The doors set at the top of both stairways se6ve ag required exits for more than 10 occupants and therefore -I•all be not less than 3 x 6 doors. Section 3304 (a) & (e). 3. Fire extinguishers shall be provided as per NFPA STANDARD # 10. ; 4. Double doors at the main entry serve as a required exit and serve a tributary occupant load in excess of 50. Therefore, such doors must swing in the direction of exit travel . fi Section 3303 (b) 5. Exposed insulation shall meet the flame spread requirements of Section 1718. 6. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Section 4203. �. 7. Approved autc,matic sprinkler protection throughout occupancy is required. Sprinkler drawings and calculations shall be submitted for review prior to any installation of such. 'A" I EXAMINED BY Jim Kenworthy__ _ COPIES To _G^ne Birchill, 1; Tigard Bldg_, 2; and fi e, 1. a- -- 300-18 it IP ISI owww"kVw0w4 11V 1,7 lipiyf9iKf Y tiKt`d" CITYOF T11 ARD March 19, 1981 WASHINGTON COUNTY,OREGON 1 t i i MEMORANDUM 1 TO: Don Howick, Ed Walden - Tigard Building Department FROM: Elizabeth Newton, Aldie Howard - Planning Department SUBJECT: IRVINGTON MOORE BUILDING ADDITION (SDR 2-81 - US Nat. Resources) 8295 SW Hunziker The number of parking spaces required for both Irvington Moore sites is sixty-six (66) spaces. Seventy-six (76) spaces are provided. Before Building Permits are issued, the Planning Department requires the fallowing conditions be satisfied: 4 1. All sewer fees assessed by the Building Official shall be paid in full. 2. A compliance agreement for one-hundred (100%) percent of the VVV estimated cost of landscape improvements must be filed with the City. Landscape areas to be bonded include one parking island and the area immediately east of the proposed addition. 3. All paved areas must be cleared of debris to the satisfaction of the Code Enforcement Officer. In the future, anything stored outside shalom be wit%in the provided screened enclosure. Elith Newton Howa Special Assi3tant To The Planning Director Plan Director CC. Ralph Tahran, Marx and Chase - Stan Shore, Irvington Moore MOTE. Sign below to acknowledge conditions set forth .for this project t and return to the City of Tigard Planning Department. Failure to I acknowledge will result in no further action on this project with regards to Issuance of Building Permits or engineering approval. SIGNI,11.TRE - APPLICANT — DATE SICNATU22E - PROPERTY OWNER DATE — 12420 S.W. MAIN P.O. BOX 23397 TIGARD, OREGON 97223 PH; 639-4171 I . . -,�,,,,...,r,RIR :. :ner:J+k.,..,:• ,:c.. .,vBYJ;/7n.. .:.wk .t. t;y.?69�!!mM' Y yf'e'' rte,.'+wlst' hl Ft;i.Nro.,.: - .. __.-......_ r ,k7, Pill 11 lllljj"I'llPt4; BUILDING PERMIT APPLICATION T1GAFI:) DATE— 'THE AT THE UNDERSIGNED HEREBY APPLIES FOR r,PERM IT FOR TIME WORK HEREIN INDICATE BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. \ OWNER PHONE 6,20-it 0 Lo No OWNER fM IO.,490ItJOB ADDRESS ��, 0 ��f�Kh �rl�� c• ARCHITECTENGINEER— K BUILDER JQ��►e., ADDRESSOz�� A RC DESIGNER •/ STRUCTURE ❑ NEW ❑ REMODs:L ADDIT!gN ❑ REPAIR ❑ RENEWAL ❑ AFAMMGE DEtAOLi.ION ❑ RESIDENCE l2 COMA ❑ EDUCATIONAL ❑ GOWT Cl RELIGIOUS G PATIO ❑ CAR PORT Cl GARAGE C STORAGE Cl RI_AB❑ FENCE j OCCUPANCY Q:&&LAND USE ZONE �L.' _BLDG.TYPE —FIRE ZONF = PLAN CHECK BY HEA "__rwe_ e A4y am I, //I' $ At( Par-vil&&s h a�Qa. 5ors pi� t ids vu' Ma. »i+ SEWER PERMIT M OCC.LO'n FLOOR LOAD Sy HEIGHT 2(p NO.STORIES Z AREA^f"k_NO.BEDROOMS VALUEI(r 7 -!ID WILDING DEPARTMENT — SET BACKS FRONT �d REAR "' LEFT SICE 21� RIGHT SIDE I Pnrmit 3S9, THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CGNTAINED IN THE BUILDING CODE,ZOWNG ••� REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREE)DT THE Plan Check WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COI;;PLIANCE . WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NST WAIV2 S�utrfatal 3•-f0 RESTRICTIVE COVENANTS. CONTRACTOR AND SUS CONTRACTORS TO HAVE CURRENT CITE BUSINESS f� LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING N(D�HEATING. i 5 tate Tex • . O A1 �` M SOC— GotiIit c Total �'4 q. � PDC* APPLICANT OR AGENT BY _ Receipt No. 1 Approve ADDRESS PHONE WC - I s # DC - n n VEWER CONNECTION JyEWER INSPECTION s ! bEWER SURCHARGE i nmme1�t,Ci ��J / �s4V �� ,M• �W /•�J��C �1 ) AMelui?a4'aP. 3/e� si�f 4o haX//I{�C. C,Qek.11t4 A V JAGL�_. 3.?p � N IR heti c,1�•oQ.r .,,� . �a, r Z3 QII►Ir G wh/A•h.r r•�) d � i �M1yt - Tigard Building Department PLAN CHECK REPORT 0 r Building ti�° �1-T� 1� - � Permit# Address - 4(, Occupancy Building Type - Land Zone -/"— Floor one /"Floor area B. 2SW 2. _$_02 I--Other Total Area � Tot i Allowable Area _ 4�pDo Allowable increases I � Occupant Load B. _ — _-sq. ft. (a sq. ft./ occupant= 1 - 10/5- -sq. ft. © /GU sq. ft./ occupant= of 2 2-717 --sq. ft. ® _sq. ft./ occupant= -- �_ Other — __— -- - Total load Value sq. ft. ® sq Permit + x Plan CheckCe Total _ PCX.7 K Sewer 3•$2 acres=— _—__ D.U .s x So@e--7VT Surcharge Insp, Fee �,� Total ., Parking _Spares CM50.00/space = - iyoo Comments . - - - - Mato t r•r S- y.:,: ti I,i. li J1'. .:�.11. w:•-1. µ ,.9 Ny.y A ..9i Y.k e!". -�. �1 �• II 1 i gzs'o saw "IrIko+- 4�34• •► R (aoisf aw a Noor RaOL 90 x 84 2,S 2D 7)�zq i i f (?&oPa- T" Ldf /.fie. = G4'7o -GQ Aami. !v2 2 ti �l!i vj. (nom �.Q �.) < <z x �. = �,G$ g-PL ford i i i um�, t l rt .�i,1 f _. - ^ d.MMi.YyM•Khr v.»•. .,. �^.• . w. .1 4. . • .. _ .ph^��� w , _51116_kc A. BUILDING PERMIT APPLICATION TIGA-- DATE THE UNDERSIGNED HEREBY APPLIES FOR A DERMIT FC'R THE WORK HEREIN INDICATED BUILD'cR PHONE OR AS SHOWN AND APPROVED IN THE ACCOM.PANYIN,G PLANS AND SPECIFICATIONS. OWNER PHONE l�.20-0 Cb r C'0 LOT NO.�N �" c I OWNER fy t0 /4D04m J 0 8 A D 0 H E S S Is,.iit1 �- 94 ARCHITECT Q �+ ,y i:NGINEER At BUILDER 7P Ci ADDRESS Uff) *,,W *. DESIGNER //(Af STRUCTURE ❑ NEW ❑ REMODEL ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE I IAMAGE ❑ DEMOLITION B FJ RESIDENCECOMM ❑ EDUCATIONAL ❑AGO—V'T ❑ RELIGIOUS ❑ PAT 10 ❑ CAR PORT ❑ GARAGE ❑ STORAGE C1 SLAP,❑ FENCE I OCZUPANCY 14 -7-6 LAND USE ZON-. BBLDG.TYPE -1:-4—FIRE ZONE__PLAN CHECK 85 —_HEAT Leaf, vt �f}Com_ araJI946f]4o 40-A.-6; to ■ r SEWER PERMIT# OCC.LOAD FLOOR LOAD HEIGHT N0,STORIES AREA NO.BEDROOMS - - VALU pp0' BUILDING DEPARTMENT SET tiACKS FRONT REAR LEFT SIDE RIGHT SIL'_ Permit 7Z•00 THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING C'-IDE,ZOh:"IG �i I?REGULATIONS ANALL APPLICABLE CODES AND ORDINANCES, AND ITIS HEFIE�';Y AGREED THAT THE IPIanCheck sv•�� WORK WILL 9a uONE IN ACCOP.QANCE WITH THE PLANS AND SPECIFICATIONS AND IN COhiPL1A&I :i. i WITH ALL APPLICABLE CODES 'Nr) ORDINANCES, THE ISSUANCE OF THIS PERMIT DOES NOT WAIVP Sutrtatal �0�'0� RESTRICTIVE COVENANTS. CON TACTOR AND SUB CONTRACTORS TO HAVE CURRENT C'rY BUSINESS �— LICENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATING. State Tax • Total �SDC— PDCN APPUCAN TOR AGENT By Receipt No. _ Approved ADDRESS PMONE SDC S # EWER CONNECTION S 5vW, ��� ''$ ( ,=•�x�t� 'EWER INSPECTION $ s`O EWER SURCHARGE $7 r--- - ' df S; - - A nrrlmor�}.q a Fl�w/l 3•� . I !o d 3e. + I'q. d6 fro 34,9 ¢ 1 i' r i E I" = 100, see 71 669.5 AICMANo. 38ROSON 0•L C. 47e AMAM O.L.C. No. 39 l\ 1,119 1 NORTH LINE WILLIAM owrtw 12000[ti 101 '<<�� �' "Al I O CAN -AIS ,� •'a� r . . y I L 3.BZ 4c. 74A0c. 200 20 N't CORNIER M 19 I _ `►M, 4 MONA WILLIAMS . Iv./97 7 37. P) 290OR— r PCG., P f o � Zi fteabi sem . 4 p-44. Amx A Av O�Pc N 70, EASEMFIdT 29-00 ✓ 1' N d14f N — 102DJ�t 014 _ .4c. M. N 2 // Q� $ l)Lc .1� I I 4',N f b k ,t p4c . e 9 N Cl LA., �H a in N W NS!o kEp SEE 2S i 10,31 / � MO 9QS/�9/ ♦ ��� a 2100 °s�, .3414C 3i 0 9es 1 ; C S 3'9'86 0 �` 83k4 64 1 " hi 2500 `�� ~D r° 1 0 0 574c — PUec`c r °O ti / �\ 91 2501 250) r0 v 7.574c s3o y�04� °g 4 y, 1 •... ...: r:. 77 -. M M*1� 'ar• c.nw.+ve•wls y� y{ MSM"rNVn* 1MMiP,s"�Myn' roMk�Myyyyds / �' �,.� " f4 '� H eY: � 'R:''n� ��"•�+qe �A IA' �' l:' � Y f "TAS. +�'�,h!^� "7'' � �A 17� 'S�f,�;.� " .!n",l�lp* ."�� fl�1'� ?,•' J 1 .�y ' •2 A �q M F �* A 1 • r 1 � � u I I� I 'V F � i j i j I i" :o �i 4r i, Y C77 ,,.'J�D:PART`.;=Nr OF CiOrMvIA"ACE--PL.A./NS R v:-w :4010 A Nona OF PLANS !tEVI;LV C=N*✓tK MATL�'\nitiiU' ✓�,'1,`•� �.i YY�Y I` _ ^1r "�.• (THI)IS 140t A 61,1101 rO PERMIT) Building IRVINGTON_T100PE1ZIK�Rt__Tigl n— 81--253___ Cuil?iny II� Address I. County _WASHINGTON Occupncy _ _Ja=.r._W... _-____ Const._.__��� Sound Volue_ .�.�.s����_e—Plat f•c _ .. �1 Y Q 1 Architect _GREGORY KURAHA SHY. EN GTNEER New pidg. O Addition ] Alteration Ci D3t•t Rrceivt•1 ownerND:r SiIEiQiL�__��,•�__—�___ Address Date F'aviewed _._�I17L1 _-_ Stories —1—2_._.._ Areaz 5 _/__ Attic NLB—fire 1'.,311, Fire Escapes_N.L. _..- Exits_�._—/.___� � ft Mein W. Bosement Ht. store T.'•• 2 Stairs /-- SVert. Shafts NLS _J s rinkltrs --- /--Y-SJ TQTA . At , ClusedCc. Clused No yes Area Cc.rete-d Int. Sire Ext. Ht. Qct. $_/_�._._/._ — floor —.b=—Ceili �:.s.�U$j_ P,aof hIRSAL—Sir. Members WO)u 1 CI3s, No. Type Area Cuvd. *s,'' � Wali cover METAL—/ Dx,P — Htr. rm. enc.,. ,_..LS. Type fit .___—XLSType Ht3. system.�1s [_s5��.___ ruel Ext, Int, The submitted plans have bEc-n rev;-wecl for conformity with fire protaetion statutes and regulations of Oregon admin- istered by this office. Items No. 4. 8, 9• 11e-Rel.,- lis. 17� �o__2628 " checked on the enclosed list rtre applicable. Tnese Items and an s eciall• noted provisions must bct incorporated into rtF o ?� / P F -_ the project to Inept currs•nt fire protection regulations. Approval of submit'•ed plan; i:, not an .7��proval of ornissians or oversicihts br this office or of noncompliance with any applicrtb!e r^ ,ulaticios of local governinent. 4 I REMARKS: PF S�IIX PIAN�S-JE.V_IEW-M-VERIN-G-MJE-L01NL5:MUCL-L0N_U-_ANL___ ADDI�10'V Tn_ OVES__RRVIRW TS nASEIl-ON_T11E_F1BEFv_LIEE,- SAF PORT 01 QFSI{ �212�D T 2�4F_TIIE-3.TATE of MMGObLMEC,IAI.ZY--CQDZ-.---. ---- - B) ALL CLASS AND GI.A11N_Q I S TO CON.r�'1_TQ. Cf PT>.A. 4 AN.D..-TO. TH,•_1,.S,-0,X-S- XERFYQD.0 --' -- SAFETY COMMISSION_ STANDARD_PERTAINING TO SAFETY_ GLAZI G,_____ _ PAGE � lof 2 � �•____.-.�.______.. ___._.._��._.�._____� 'j`"� �r �_. %xarnined by _LEE lAIKRIS Copies to . APPLICANT�FILE,DGkUTYZSH f�Olit,:R,131 DG.DEP'Te,•FIRE DEPTELEC. _Y z _ y_ sP•Zasas-st.l y, 'w t: �j�Ek l r kW 11 1 1 „r s r , r nY� y z . DEP TMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW }{��{�6ji1�'A{iK�{il��•�i}{I {J �O{illX !}:�T�i�{ (THIS ISNOT A BUILDING PERMIT) {�y Building IRVINGTON MOORE M NUEACTURING 8250 S.W.—HI_!VZlKER% 11CM Building Address Q_-ALL GUARDRALL.-T9-3.E_.,A.-M1.CLLPiUM OF 42—INS;M5-11LSUs—SEGTS I-1-716-----'-- ---- T_ D) ALL REQ 9EQ_?{jT�100RS Sj[ALL }iF,_I�1pi LE5-S-MIM-3.' X 6 8-''.—AN.Y. ICl0.\l -n 'r Ab lUvX,-+ MORE THAN 10 OCiCUP_�A 1TS- li�IaLJIA`!P�N.E_ _�T I�44KS2F��10T__LES�ZT1L11�L-3!Xh'811. SRE _ SECTION 3303(a) _—, E) EXIT SIGNS ARE TO COMPLY TO SECTION 3312(b). �. LIGHT�V_ENTILATION..AND SANITATION ARE TO COMPLY TO 5- ALJ, AREAS.^^ i j PAGE 2 of 2 — ---__— _—--_ ----- -- -- — I � S + 1 1 I f l .s y s l Yj IrYli 4 L `°�d�r I �br.+�h�'�+4w.��+aas '�v�,+d�! '�ll�!'�p°�,`n"', � '�A' '+'��"�M�!p"'';N!I p� ;��� �er� �ni(+,����41�� I����m�,�'�ni�P".�i�� r'IM�I������p• Z. i STATE OF OREGON Adopted 1-1-78 St DEPARTMENT OF'COM?d=E grsx t Fire i Life Safety 1 ka ��� PLANS REVIEW SECTION Plan Review Number CHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQUIPEMENTS APPEARING ON THE ATTACHED REVIEW NOTICE, MUST BE INCORPORATED INTO THIS pRG-ECT, . t.pproval of submitted plans does not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State i requirements. h 1. Structure required to be Type throughout due to area, height, 1 occupancy, -__Fire Zone. 2. One-hnur fire resistance rating required for all interior construction. 1 3. All living units required to be completely separated by one-hour fire resistive construction. i �. Exit corridors require seFaration from any other area by one-hour fire resistive construction. z Sec. 3304(8) 5. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not lose than 20 minutes and must be self-closing or automatic-sloeing. Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6. Storaye rooms, closets, laboratories, shops and aceas of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of " one-hour, _ two-hour fire resistance. Access ways to such shafta require self- i closing and latching Claes 9 fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1706 �. Attic areas require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet. { (9,000 square feet where sprinkler protection provided) Sec. 3205 �. voids created by ceiling-fluor systems require d:-aft barriers not exceeding esph 1,000 square YYY feet. Sec. 7517(f) c: 10. Building projections such as be�lconies, eaves, overhangs, etc., require fire protection as per 1976 State Structu_al Specialty Code, Section 1710, i //"Ii. Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior. Lc each piercing. Wood frame construction requires fire@topping of both vertical and horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) 12, Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. Handrails are required on all stairways. Stairways over 44" wide need handrail@ on both sides. Soo. 3 305 14. Open stair railings and guardrails shall have ii.termediate rails or closu es with no openings Large enough to pass a 9" sphere. sec. 1716 15. Exit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3303 16. Exit doors from lobbies, corridors and assembly arena require panic hardware, 7, Hardware for all doors required for egress is required to be of simple type having no pro- visions for locking against egreen, with obvious method of operation. Flush belts other then listed automatic are not acceptable. Sec. 3303 (See exception; 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or beds. See. 3318 19. sleeping rooms require at least one window readily openable from inside without special tools and providing a clear opening of not 1088 than 5.7 square feet. The minimum net clear opening height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inchee, Where windows are provided as a means of agrees or rescue they shall have a finished sill height not more than 44" (inches) above the floor. (Over) I� WIFT i E( L , M •r k 20. 'iurface flame spread rates of wells and ceilings, minimum req•.irement: stairway - 25, l� corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material required to be secured with staples or equivalent metallic holders or a heat resistant adhesive capable of withstanding 1000°F for one-half hour. 4 Sec. 4202 22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered !� and maintained flameproof. Sec. 4205 w 3. with standard spacing, rows of seats between aisles may not exceed 14. Rowe of assts ± opening onto aisles at one end only may not exceed 7 seats. Also see contir;!ntal spacing, Sec, 3313 - 3314 24. Standard seat row spacing must provide a space of at least. 12 inches from the back of one , seat to the front of the most forward projection of the neat immediately behind. , i Ser.. 3314 25. Posting of capacity of assembly areae as noted is required by State Structural Code, *t, Sec. 3301(j) A� 26. Heating, cooking, air conditioning and similar service equipment are required to be approved s and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized safe practices. The i installation of ventilation systems is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Refs Sec. 1009) Dust collection equipment to be Located outside of building or in one-hour separated room equipp, d with automatic sprinklers. 28. A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate watlir tank port, or in port for hot water line. Shutoff valves may not be located between a water tank and relief valve. C 29. A firefighting water supply is requireo within 500 feet of building that is capable of producing 500 qpm (minimum) for 10 minutes for each 5,000 square feet of floor area within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply 3s required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are require . Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler pipinq, see 1973 NFPA Pamphlet 013, 3-7.7, Sec. 3804 Approved 31. A, automatic sprinkler� FP p protection throughout occupancy 1s required. i 32. Approved automatic sprinklers are required over and under stage and in all auxiliary area, including dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least 5% of stage floor area, openable by hand from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-06) 34. An approved fire alarm system conforming to 1972 NFPA Pamphlet 072-A with signals audible throughout building and manual alarm sending stations adjacent: t� exits from each floor or area are required. 22" X 30" access to attic spares is required per Section 3205. ]c . All exit doors and access ways thereto are required to be identified by approved e L•ctricilly illuminated signs served by two circuits with one separate fron all ot:,er circuits. Sec. 3312 37• An emergency power system is required for the gymnasium, auditorium, building to maintain exit illumination for not less than _,e-half hour in event of public utility failure. Sec. 3312 38. Fluorescent light fixtures installed on combustible surfaces are required to be 11.L., ]nc. , h approved for such mounting, or installed to provide at least one and one-half inch air space between the fixture housing and combustible material. f 1 39. Conformance with all requirements for the removal of architectural barriers to the Nandi- capped is required in compliance with Chapter 31. 1 NrrfF.": 1. Local regulations or insurance standards for moat favorable insurance credit may, and often do, exceed these minimum State requirements. 2. This review does not cover O.S.S.A. (O.S.H.A.) regulations. 3• This review does not cover Medicare-Medicaid regulations. 4. Oreqon State Health Department, �;7 JUt,I Z•1 -740 15:fir. STA l H T I.E r C rel a Ir r-r,-d. Ur P.3 j Attached to Earnest Money and Sale Agreement for 8255 SW Hunziker a D",-.d .7une 14,1990 exHit+ it " A " A tract in the quarter of Section 1, Township 2 South, Range 1 West. ##illamctt.j6 Meridian. Washington County, Oregon, described as follows: Seglnning at an iron pipe on the Norris line of the N.W. Graham D.L.C. No. 39, 1 In Township 2 S08th, AtngL' 1 West, Willarm tte Me,!dian, Washington (,;aunty. Oregoe, South 4S 37' Last 123 feet fro¢ the Rorth4e:t cornet of said D.L.C.; thence South 22 47' West 541.0 feet tg the true point of beginning of the herein described tract; thence South 13 47' 30" East 156.52 feet; ;ben ee South 230 45' 4a" Hest 239.12 feet 'to the North line of q.W. Nunrikor !mad; thence North 60 g9' West along Maid North line 192.28 fent to an i• on pipe rt which is South 22 47' West of the true point of beginning; thence North 220 47' cast 195.70 feet to the true point of beginning. K t EXCEPTING THEREFROM that portion described In that deed of dedication, recorded i July 31, 1974, to book 966, page 291, Records of Washington County, Oreton. ! TOGLTHZR WiTg an esaeoent for the benefit of Grantee to the use of the parcel deseribed above, over a tract described as follows: A tract in the Northwest quarter of Section 1, Township 2 South, Il;.ege 1 Best, ''illsmette Meridien. Wsshiogtoo County. Oregon, des;ribed as follows: Eek;inning at the Northwest corner of the above described tract; thence North as 47' East 30.20 feet; thence South 730 47' 30" East 227.30 feet; thence !South 23° 45' 47" West 276.12 feet to the Northerl7 line of E.W. Nuntik►r ! ,toad; thence Forth 60° 59' West on the Northerly line o1 the road 30.13 feet to the Southeas� corner; thence North 230 45'47" Fast to the Northeast corner; thence North 73 47' 30" West to the point of beginning.---------- ------'~ w.: AA ` ar.,re or o"rcoH ss t:oi.�ry.+w.+,nrlrM W4 a^ry.Me .,bl e�ecrow M b-A M wcvM N low C_"ntr , 7 , PW 0"met want. ary 1104:11 T Oar►ft►+, prwtsr at 4 to., NDExEt, Sir t6 3 !1 PN '18 i a ` 1 MI , ^r n below Is made solely for the purpose of assisting in locating said premises&nd mpany assumes no liability for variations, if any, In dimensions and location certained by actual survey. Ik; } J TICOR TITLE INSURANCE 300 �Wf ? to tC.S.No12033) c �b % � afs.13,E ^ e 1600 0 •.-� �..� ;/i I INITIAL _ TIGARDIA TERRAC N r • 567eI 3 100 0 , f / n 1700 23f 13 a ., 1200 � r J f2- F, ;, N 1 P7 !f b '/ f8 Sf70la'E N j ~ 1800 1801EASEMENT 1 = q cl 19006 _ /j�. 196.32 1 70, rj I .nr � f— , 214.90 18. N 77° f3 r� 1- r' fJ \` 201 1 104 O6 30 3 4 a: 0 C. I r W i. I 3 • O b N 3 Hyl n I r .'� 102 H S N / N 2 II Ac LUf 2202 N6�39k'f1r eq /.00Ac. ro CoRd. No '�a"i 80 6 \` 2 r N. N / 3IV LICq f !1 4 \�; /N 11, 10,0319;,g B6?9/ /T? 2200 11 70 R �3 FVBC lC N 2201 �\'^- � 986 ?9/ 2 3 7� /05 /04\6/ 3 /'t h ° 2100 � � /o 0 a' ° .3r Ac 30js1 38 f T 7"?0.9 2500 --100 \\ N r 23.03 7. ^ r N N ^ e 2400 3 04Ac 0 N N �etia� /t, ( C.S No• 13 187) yh (C-S No. 132141 rf k s o� GENERAL i NOTES LUMBER I GRADES � F AMINICa IINJ TALLATI N GYP. RD. � I INSTALLATION PJ A I L**G � SCHEDULE DESIGN LOADS 7^, f GENERAL NOTES: t I A. All exterior doors to be weatherstriped. B. All windows to be double glazed. C. (1 ) All first floor window and door headers to be 4 X 12 D.F.L. r. 4 # 2 or better. +v I (2) All second floor window headers to be 4 x 10 D.F.L. # 2 or better. D. All windows within 18" of floor shall be glazed with tempered or safety glass. Glazing materials shall conform to Federal Consumer Product Safety Commission Regulations 16 CFR 1201 . E. Fans are to exhaust through joist or rafter space above to outside. F. Bathroom walls end ceilings shall be finished with 3 Coats of enamel oil base gloss over waterproof gypsum board. G. Ceramic tile (or equal impervious surface) shall be installed over water proof gypsum wall board around bath tubs and showers to a height of 6'0" above floor. H. Bathroom floors shall be covered with seamless sheet material . Install a 5" waterproof base at walls. I. Handrails shall return to wall at ends. Ift. 33os�j) J. Pressure relief valves are required for all water heaters, and are to be installed either in separate water port or in port for hot water line. Shut-off valves may not be located between a water tank and relief valve. K. Heating, cooking and similar service equipment shall be U.S. approved. j L. All insulation shall be non-combustible. I M. All steel railings to be painted with emeron paint. (Unless otherwise noted). (Verify color with owner). 4 17 !I $ �4ekMk x. kb� $ �� {� .�S1p��°� 0.f 7Y�f ara,�P i�,t r Y � 'r•Z/ ,h �r Ire ry�f�+.y 1 c'. LUMBER GRADES: i FOSTS DFJL #2 or Hem Fir #2 or better ' f BEAMS 4" width x depths thru 12" DF/L #2 or Hem Fir #2 or better f 6"width x 10" depth & larger DF/L #1 or Hem Fir #1 or better JOISTS & RAFTERS Truss King See Manufacturers specs. t F STUDS 2 x 4 DFJL or Hem Fir 93 Stud Grade or better 2 x 6 DF/L or Hem Fir #3 or better i DECKING 2.4.1 Plywood DFJL #3 or Hem Fir P2 or better 1 1/8" T & G Plywood SILLS, PLATES & BLOCKING DFJL #3 or Hem Fir #3 or better PLYWOOD SHEATHING Floors 1 1/8" 2'4'1 'Plywood Walls 112" Standard Structural P.I. 32/16 Roof 1/2" Standard Structural P. I. 32/16 At exposed soffits, roof sheathing to be graded CCX, plugged and touch sanded. i k All sheathing to be made with intermediate s` or exterior glue. I 1 t iF' r r r ��'np�f�YhA14M11/:.q..Vlew,Y+Y..w':1. 1 FRAMING INSTALLiATION: A. Stud Framing 1 . Secure sills to foundation. Provide two to plates p p es ? inches thick , i by width of studs. Install studs in continuous lengths without splices 16 inches on center or as indicated. Overlap double top plates at least 6 inches at wall intersections. 2. Tripl-, studs at corners and partition intersections. Frame openings: 9 J! a. Double studs at headers: openings less than 10 feet. b. Triple studs at headers: openings 10 feet and greater. i Set studs to back u vertical p joints in gypsum wallboard with stud faces not over 1/8 inch out of alignment with the faces of adjacent { framing member. One wedge cut stud per 8 lineal feet of wall , maximum. i B. Headers i 1 . Continuous headers, same width as studs. 2. Toe nail headers to stud and cripples at opening framing. Face nail to full height studs @ 4'-0" @ Horiz. @ Common Wall . C. Blocking and miscellaneous framing. 1 . Use 2 inch thick blocking by depth of stud space; wedge, align and nail in place. 2. Locate blocking to facilitate installation of finishing materials, fixtures, specialty items and trim. g 3. Block edges of exterior wall sheathing. 4. Framing for mechan'cal work and electrical . a. Frame members for passage of pipes and ducts to avoid cutting structural members. b. Minimize cutting, notching, or boring of framing members for passage of pipes or conduits. c. Reinfor-e framing members where damaged by cutting. D. Joist and rafter framing. 1 . Install with crown edge u 2. Support ends of each membt, minimum 11 inch of bearing. x ►S E. Beams , 1 . Install with crown edge up. 2. Provide at least 4 inches bearing at ends of each member, net, or as shown on drawinas. fi i 6 _ i `a 'r 4 FRAMING INSTALLATION (continued) I F. Roof sheathing 1 . Install with face grain at right angles to supports, continuous i over two or more spans. Stagger panel end joints. 2. Install one plyclip at each unsupported joint. x 3. Nail G inches o.c. along panel edges and 12 inches o.c. at intermediate supports with 8d common nails. G. Plywood wall sheathing 1 . Install with face grain parallel to supports, with edges blocked. 2. Allow minimum 1/'16 inch space at end joints and 1/8 inch at edge joints. 3. Nail 6 inches o.c. along panel edges and 12 inches o.c. at intermediate supports with 6d common nails, or as indicated. BUILDING PAPER INSTALLATION A. Cover surfaces without wrinkles or buckles. B. Lap horizontal joints 3 inches, 6 inches at vertical joints, and carry into openings, up walls 12 inches, and down sides 6 inches minimum. q C. Locate end laps at least 18 inches from internal and external corners. D. Offset vertical joins in rows by 12 inches. E. Double layer 18 inches wide at internal and external corners. F. Integrate with flashing, sealants, and roofing systems to insure water-tightness. r ,; rl 4 1_ 1 S 7 1 r4. FRI GYPSUM WALL BOARD INSTALLATION 1. A. Gypsum wallboard y 1 . Regular or fire-rated type "V meeting requirements of ASTM C36 . � in 5/8" thickness. 2. Water resistant gypsum wallboard meeting requirements of ASTM C630 in V" or 5/8" thickness, regular or fire rated type "X". Tapered. 3. Exterior gypsum soffit board, I" or 5/8 inch thick as indicated. B. Manufacturers' standard metal trim at external corners and where wallboard abuts other materidls. C. Fasteners 1 . Annular ring nails meeting ASTM C380 type GWB-54, 1-1/8 inch, 1; inch or 1-3/8 inch long for 3/8 inch, # inch, or 518 inch thick material respectively. 2. Adhesive meeting ASTM C557 requirements for gypsum wallboard to wood studs. 3. Laminating adhesive as recommended 'jy r-allboard manufacturer. D. Joint treatment materials complying with ASTM C475 requirements. E. Gypsum texture finishes: j 1 . Wall and ceiling finish: spray application, U.S. Gypsum "spray texture" or National Gypsum "w.11 spray", or approved. Orangepeel testure, white color. F. Provide fire rated construction in accordance with indicated approved test ass„ mblies (UL or other recognized agency). G. At 1 hr walls use 6d coolers @7” o.c. (typical ) . I ,y ,: R gt,i' 1�•'t� i .� ,,fN�, ,.,, ,> ' FFF1711��A�^'A�!P1 !� ', ;9r �.,.:..,.r,� rw'3•,MM. nYL''.`:#. +' °a d t J yi,fi , E NAILING SCHEDULE wr, tv Standard nailing schedule shall be as follows: 'i` Fl A. Mud Sill - Use J 0 X 10" anchor bolts at 6' - 0" o.c. PIS B. 2" X 10" Decking -Nail w/3-16d ea. bearing. Joints may be randomly spaced provided the system is applied to not less than three cuntinuous spans, planks are center-matched and end-matched or splined, each plank bears on at least one support and joints are separated by at least 24 inches in adjacent pieces. fi C. Bottom Plate - Nail w/16d at 16" o.c. is D. Studs - Nail w/2-16d ea. end. ;f E. Top Plates - Nail w/laid at 16" o.c. F. Roof Sheathing 30/12 Panel Index) - Nail edges w/8d at 6" o.c., nail interior 'w/8d at 12" o.c. G. Floor Sheat�ir,; - (2.4.1 PWD) - Nail edges w/lOd at 6" o.c. , nail interior w/10d at '12" o.c. H. Wall S►ieathing - 32/16 Panel Index - Nail edges w/8d at 6" o.c. nail interior w/8d at 12" o.c. I. Soffit at Eaves - i" ext. %-C" plug and touch sanded. Nail w/8d at 6" a.c. edges, 12" o.c. intermediate. NOTE: Above nailing schedule to be used unless otherwise noted. DESIGN UNIT LOADS (in pounds per square foot) LIVE LOAD DEAD LOAD TOTAL Roofs 30 + 15 45 ` Floors 50 + 'S 85 Balconies, private 40 + 1� 55 Stairways 100 + 15 115 Wind 20 � .lief j' �.. 'ys i- •h �. k. fid!: iu y i cr- °o tom. a.� IL° 1 V k ' LZ r7 I � LL ---------- ------- --- - ------ rrr•Mwn ruw+e.fM. Yfp►6'fMMilinW44MR,M•M'r xr�'wrJNx\fiiJJ,t:'W'K`A.'lM+Y.f.4 s,i�nf-uxw:t..,..vr.... a.r.✓,... .. i[�ir'AM.a�J;,ti�:k'..�L.ih'.�5(}�fli�r!7Yf {f :e i I j 1 IN, V I 1 L CAP, M i 4L- Zp- r3 4a qe QQ I W" to , rXtk ),t�! 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INPUT L/240 IL • 1/2 LL CAMBER SETUEEN SUPPORTS = 0-5/1 INCHES MAX. PURLIN SPACE= 3.2 FT MAX. UNBRACED IOT.CH. LEN.=10.0 F1 e � TRUSS HEIGHT 4 'A y 81/01/210. JV 7 R REQUEST NO.- BID "10 36 1AFLR FLH , • .: �n k!3 ri,• 43 62AA 0.00112- 0.00112 OVHI_ J- u uVHk s YARNING- 00 NOT USE THESE COST FIGURES AS YOUR CO515. THESE STANDARD COSTS BASED ON SPECIFIC EXPERIENCE OF OTHERS. PEI' ti AM MF4 WW. eek r 8905 S. 'ti"!. CURW'AM AVE. P. O. BOX X3295 - PHONE: 639.1141 r A TIGF,RU, OREC3 4 012.28 I «c_ :ur bJrY. 05.3 FA. �-• "-�U RUN FAN 5E MAN MINUTE :5: 351 1?1 t3't3 i CHORDS .FIP LARCH ! 2— 1 4u Io N; P 0, r% qts 10- i ^x 4 +r • I D.Flk -LARCH- .0L_ 00.2 D.FIR-LARCH e j UEBti 2 r �^ F'IP-1,WH e 3-16 J- 15 4 , S 4-14 , 4 �1 9 1',' Q 9-11 1 ..;r. TOT;AL FOAP•r F1ET2 4486.' CAUTION- ABOVE INFORMATION FOR BIDDING ONLY. ` NOT Tn PF 11SFD FP1 1',' "AGN 01� ^,r'RIGATION. s CATALIN OF FT076 ; 81/01.'20. 14.29.52 PAGE 1 I tLE NANE1 � l It- Y. ,' Y i ALLOWABLE tMPDFtM LOAD CHARTS 4' In VA-F.) i 1 1060 SERIES 10 SERI120!1 PSI Sal/lhuc Q.F. 30"CDX 1060 Phil *1 SwusiMM D.F.and 3/V_CDx _ _ _Z-12 - - 3.10 7811 4eo T 4.12 4.14 4.1/ 4.14 4.10 x.11 4./4 alwt 21110 21112 1610 4a 12 4 T4 1a 14 lata 4tu2a 4821 9r.1t T.L p T.L p T1 Q T.L p T.I. T.L p TL A p T.L T L G T.L D T.l i 1.L G T•L T.L T.L T.4 _.9 131 112 n6 167 136 121 t18 M 235 269 g 137.11 18.18 136-,71176-1 2a- 110 120 M 186 142 120 104 IM 166 208 232 748 706 I 10 120 as 66.14 1201 611 1 -23 44- 11 1011 61 131 121 101 00 l0 114 191 107 119 7/a 11 10881 138 12110/90 138 131181 70 111- 17 97 70 128 105 97 79 125 117 142 117 1186 111 270 791 12 97.70 126,0 7.79 12611 162-17 96-23 30.29 13 a9 80 113 911 66 69 117 10.7 147 166 1lo>w 7/1 219 314 `I 13 89.60 113-91 49 11710 147-15 178705 07261 38.32 t 114 8, 52 104 79 81 60 104 91 134 131 100 11/1 1 2 211 717 M7 228 319 14 81.62 10479 91 fi0 10-9'11 L}4 a 77511181188.771 17.28 48.34 16 76 46 M 1p 76 63 96 80 124 122 147 161 172 206 196 265 726 711 741_771 16 70 N 71 1i5 +06 176 147 168 1B7 183 17d 700 177 221 737 15 7546 6-6!1 7557 6110 174"12 ;11181 7Z-20 198•Z6 26.311 �'-371 I 17 66 35 W 54 M 12 B3 M 101 97 177 17/ 146 146 169 704 197 74B 704 797 II 10 40 7�1 J� 11 •1 1�1 •16 183-Z 6 61 71 h 47 0' 39 7u 57 trm 97 116 118 136 147 156 1W 179 123 190 267 17 110.36 7764 612 JA4 10797 12712 4a-1 769-' 192.24 204297, 19 2/ 70 42 se J4 73 51 04 /9 111' irn I,n �: 146 185 167 2011 ti"7 740 --- '1" 10 N N W 7/ M 30 2 N M 70 106 B7 171 119 i3tl 149 167 181 166 217 18 53 71 fig-47 b1 lli 'Ih Iut3.Hi I IH 11!1 38 114 158.18 179.22 _ 111 '�p'g 1 13 �1 19 48.28 51.12 58.34 7351 4-78 1111 1 12917 146.1 iB7•Z01177.140 4 1 70 43-Z4 5548 -JO 946 70 tori 93 t7t 17 139.149157 1s trr;'1 I 27 41 20 57 70 49 75 67 37 79 57 94 1r, 109 nq 1711 '2T +m1 1nr+ +47 179 __ _ 111 +f+f ,q ".o rri 107 BY 117 111 fJ2 136 tau tc2 Zl -3-9.2 034 5277 1141 H4f.l yHA "11311JC1db16t 21 18' nb b 22 �.5 20 46 10 9.26 2.37 /9.67 -76 109 99 11124.12 140-1 117.17 24 34 t6 IMO T2 43 16 54 28 0• 47 81 M 94 614 to 1197 120 117 12�11761 23 32.18 42.77 4922 44 76.67 69 1107 P9 716-111130.1 140-1 MF 11 20 41 17 52 se 39 7B 53 96 H4 116 103 110 1124 -24 20.18 24 42.20 31 70.47 2.63 4-H1 'i 107101119-12 131148 21 36 16 38 15 49 23 63 36 14 49 .7 lUl 96 Ilb iia . _7.14 8402 110-11 121.1 26 ZZ 39.18 Zs 13 _ p 76 14 N 11 611 73 tw 44 19 a 711 100 87 1110 101 j8 JJ 717 76.17 1526 1• 0153 $8 1404 101 10 112174 74 33 13 42 30 N 30 N 41 74 57 8 N 01 W 107 M 2T ) 74 •18 33.18 •23 •36 p5-48 74-67 -77 4.95 101114 3a 10 1 61 77 W M .ti W 611 46 /0 W 2f 131 I1 0.71 L,7J 014 .-57 7q 7, Tal 101 -- -- ]6 1/ 46 224 ~ 32 66 4I 66 52 78 so B4 76 . � '4H lr" r r.4:,• /L{,5 1-80 L`6 47 14 49 79 n7 1P r4 4q. 1T S6 79 70 3519 1 8 62.9/ 60.46 8-80 7874 ♦/ 33 _ Y1 --4 2 10 N 77 W 76 BO 44 6tl 54 /6 N 31 3717 2.78 9.34 6114.56 1dB 7982 35� .� 77 1/ M N 60 77 67 411 M 517 70 61 37 3q.74 fi 7, 51 n' ;T r7 14 'r. 1fi Al 2 N 30 54 T0. 60 47 dtl 56, 33 37 1, J 19 48 5b 49 3-58 9 70 4 a at a n4' BJ 571, 20 127 735 53 d4 -54 6.66 :!9 4J 76 •*B 73 54 411 (6 •119 I1141 t 'P 75 4 11 iri0 41 -50 1711 10 41 25 76 311 51 36 51 3 1 75 - - - - I 1 - --36 1 118 0824 Z3U 7JB :1 58-56 4O 7, 49 76 _ I _l __. -_-." J6 17 44 19; 49 76 M 47 I 12 -2e 5-36 J4 5.63 l- r "I 31 47 14 J8 3270 17-76 2 J3 1 4, 51-09 43 a.' 29 N 2 i , 39 9119 527 8.79_ 246_L47_�� u ��... --.1.-. M i, _ .2 _-The left hand number in each column is for stress or total load. The right hand number in each column is for deflection or Iivt' load only. - 0 MFG. Cw, 4 1 8905 S. W. EUI I*141A � AVS". P. 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N 140 N at 180 16 IM 741 7W 2407 314 14 Nae 11445 arae 14" 181 16 t 41 253249414 15 N N 111 74 101 M 128 N 162 7»221 2W 228 776 734 336 241 4M 115 7779 74 ,o,811 12887 ,66113 ,911 lot III No I, 2,.2211211118 74.138 41701 18 7 aFIrw � 16 67-43 786 at 12077 1/411 146.1 •1 1024i7 15-301 21.360 11 66 77 M 67 M N 117 2 146 tab 111)1 1/6 120,!/146 7M 171 i 17 6037 7757 1111 tOPaB 138.1 1641 18617 194.7 99.2 04.321 19 611 33 76 W 82 40 106 fit 174 q So ,13 177 146 1/11 187 11/5 740 too 767 .n •+ +' P9 ar 40 n'u' 12497 146 17 1fiP I"81Pt 1971PC 74 90 7P' 19 55 - 7n 44 17 311 qe 55 176 6!UM 141 146 ul!as 1176 1177 2n 1n 246 4H 19 1 44 J6 /736 11142 131.111151 •4216917 113.21 177 25P 21 N 16 6G3 39 70 32 9' 115 7/ 112 Ta 117 '66 160 Iq toll 1n,m 20- 43.211 •3/ 142 taM 100.76 11aM 138.tZ7166-t 162.1 168.232 77 411 10 52 31 M To 74 40 N 91 /N 61 1f/ 1011 l41 112/ 146 1158 IAr 166 r 21 Ja 43 -36 679 7111 147 107•W 177 1 t 779 114 753 11 7 58-209 73 77 18 46 1B 57 73 M 36 87 6/ 162 1/ M 1W 117 137 11-93 ,40 111 22 36.20 41 26 6640 83.61 al 1171 1271 140]1 147-1119 74 3A 16 Y M 46 211 62 >? r M M M 122-107 130 113o 131 IM 17 37.18 2-211 6.13 5936 76-56 73 10794 116.11 13014 140-177 7' 1' i5_ 40 M 1 711 111 t 114 1t/ 1 147 24 3016 3/-26 2.21 •32 7030 246 4.65 107 107119 13 131 156 76 �7 t a 5 t 110 25 6.23 -11 6029 16 T 1 789697 I t 0L 1 1 21.142 21 26 >! 71 18 N o W at 7a N N 118 11 107 M 1116 116 -_- _ _- -- Q9 I 30 7q I 29 It 26 11 2 22 K IM 45 79 Be 69 14 1O 91 Ito 109 1 to 7 H 7 a )91 .toy 2 13 42 20 64 32 M 42 74 64 43 M a6 W 107 100 26 J]711 76 17 46 2' 5_n, 0.55 0 71 1 q9 101 1 1171 27 t/ 3.1/ 2.21 46 50 7135 8491 4,. 1W-119 10 1 61 110 fl N 92 30 78 �31-11 40.22 1.34 INN 59 711 - 37 17 46 27 M 46 t. 1 ?1 90 85 .9 720 12 ,5642k14 1'P ,9 0-100 79 1 4 N 39 M N M 70 30 3619 524967 76_77 4407 33 q Ir 2 a 10 IS 22.17 2.27 311611 32 10111 -25 33 0 5.1 7 .149 >3 7.77 -31 0.39 56 a9 240 >7 •� 211 f, xl 7-311 310 2 0 ` i2T � i( 7•• '1 I `o-1 M I