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10505 SW TIGARD STREET-3 i i wi CITY OF TI � RD August to , 1987 OREGON 25 Yeors of Seno e 1961- 1986 Mr. .John Boutinen Oregon Pole Structures 6925 SW 160th Avenue Beaverton , OR 97005 RE : Coast Sweeping Service Inc . 10505 SW Tigard Street Dear Mr. Boutinen : A plan review has been conducted for construction of the above referenced project . rhe following Phdll apply : 1. Provide sign for handicap parking stall; minimum 4 feet above grade . Sign to read "Parking with U.M.V. disabled permit only. Violators subject to towing under ORS [ 487 . 9351 811. 620 and a fine up to 1250 i:nder ORS [ 478. 9301 3.11. 615 . " 2 . Landings shall be provided on each gide of every doorway. Landings shall not exceed 1" below threshold , except that one door for handicap access shall not exceed 1/ 2" below threshold . 3 T l • t room floors shall have a non—absorbent finish up 5 inches oil oi_�e walls . Wall within 2 feet of toilets or urinals shall have non—absorbent surfaces up 4 feet on wall ( paint not acceptable) . 4 . Exhaust fans required in bathrooms . 5 . Exit door locks to comply with section UBC 3304 ( c ) . 6 . Glazing within 12 inches cin doorways shall have safety glazing, . 7 . Shop areas of H-4 occupancies shall_ have exhaust systems capable of exhausting a miniminn of 1 CFM per. square foot of floor area . F. ch vehic lc repair stall shall_ have an exhaust pipe duct extending to the outside . 1 , duct exceeds 10 feet in length , it shall be mechanically exhausted ,it 100 CFM minimum . T}ic� +�f. f ire : shall he provided with conditioned i 1 r unkit nO!; i t i vt' j)r,1S S11T-(1 , 8 . Penet. r.' t. I.ons: for ducts or s; imi int- purposes through 1 hmir- col i 1 ') ,1t of. f tees shr� 1 ] 1)o provided with fire darawer s . n I , �II � IIl, lIlI� , ,, I � I IIS I � I lig I NOTE ., IF THIS MICROFILMED 1 2 � 4 5 il,,.7 �'� �� � 10 1 1 12 I DRAWING IS LESS CLEAR THAN L— -- — -- THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL T E I DRAWING, I - IIIl ��IIIIIIII�I IIIIIIIIIIII IIII IIIIIIIIIIII IIII IIIIIIi� ill� IIIIIIII III) IIIIIIIiILII lilt Ii1111111111��,�11�,�i IIII IIIIIIII 1111 fl I1111J Intltllllll ils'I�IIII IIII IIII ilii Illi IIII III! Illi IIII,!;!!�IIIIIIIII1111IIIIIIIIIIIIIIIIIIIII!Ilillll illi III! ' Mr. John Bout{ Page 2 August 10 , 1987 9 . If loft area is to be used for any purpose , it shall have access by a stairway complying with Sec . 3306 UBC , and shall be provided with a guardraiA complying with Sec . 1711. UBC . 10 . Provide calculations showing building meets the requirements of Chapter 53 UBC for energy conservation . Specify "R values for insulation . 11 . Post permanent address on building . 12 . The rear wall of the building ( adjacent the east property Line ) slia l l be 1 hour fire resistive construction , it shall he provl (led witli par:;het wall not less than 30 inches above the roof line . Openings ( doors 3n(l windows) shall be 3/4 hour fire assemblies . 13 . Provide specifications for use of staples IF used in lieu of nails . 14 . Dust control shall be provided as necessary. 15. Streets s•hali. be kept clear of dirt and debris . 16 . No work shall take place between 9 : 00 PM and 7 : 00 AM . 17 . Maintain the approved plans on site at all times . If you have any cuest-lons , please call 639-4171 . Sincerely , --� Brad Rorst Buil-ling Official cn; OZ4 35D e ;,ire 1M►'_ ...-- .. . �.� ii NOTE : IF THIS MICROFILMED 1 2 3 4 /� =j 1 V 11 12DRAWING IS LESS CLEAR THAN -- — ---- ___ ___ ____ ____ _ THIS NOTICE. 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O►� 1 +t 4 �1 42 i t-'t',r,i C;. � �' 4 Q iN Nv(,tt Nt,Rs W 01Z ext` S TL Cx'S a 2. `Ar L).Q AN 5 P Glc O n'I ' •. �t � , _...._.,_. .._.. _... __ _ __- . .__ -,. .wr. -ice + , ...r.....{,,.__.. -.-. _�- .M- -..�. _...-....�...j ..- _ .� I..} ..wa, ,4„�.,;.-�.. .+-.�..._. 7.Y. 'IC a t.. P 1 c ra L i 'rC �,sx 'w n► 1• i 70 PLYWOOD ON \ x4 QTR . �!'tM.J �� I I 1 1. l t .+►. ' " » _la i 2 4, $ I'V U 6� A 1.1. "� °S/�,' .._. ._ ... .._ �• Hr -.►.....,,. I ! 1 h ro I I ill II (J I X91, { vr' • �y i Vit' ...., �� ,�, .... 1 ` � 1►1 I y ' �I j � . 1 _ 1xc ............r .. t._ r 4-1 I _._.. -•- .. _ 1...__ rr.r ( .. ...._ -A — J! I•w +ems---exe .esl• c o ti r L a,or ivr„ APPROVED FOR CONSTRUCTION .. - �... .. � __._ CITY OF TIGARUJ _ 3d�,k_ S�.l . 7�+43aM 3.4.E < �.-hf► ,2`�ir1�?T S,,,i ..1 "+est - .�� CIV IA 1. ?_4_�_i,�SI �.._ Ilk _ ��o► � �..aL_��'.� . SeX'v.�,'�� �'� `t'af' 4�� s Tu r��, � � #" JAS } /'" _- _. E I�► TZ �t �± "% _,,,,- PERMIT NiO. /9��• SITE ADCC FSS v� o 7 IF' +Of J� ►s � _ . ' '' `', , Ml�ta i 'Cr5 t - - BY _ �'�' 'I ITLE -DATE f3- 411- Jr • , C-7 A I* 5101 sic" O taJ I i \x4 '�SiLtP6aLMf» u �4' ur ; i j I I I _ 1 - le U �� - I t i � � i ! � 1 j ' ! A� '2..A?A �i�� i� 4' 2�►.a� � '' 1 ' � � I ! I _ + , '. _ � CQRi>; Z• RLVt9�n��Z L .>f,. �,�pr •r '�' ' N��t'J PJV a,P1E.S�S C�VMt"--�r..,��. G t 1 ` 1 1 ' + j is IR�IT r n �r� ��" ChU aAIJiRL� . t- t1 Cal 14 rx, AIJ, CXXRS TC OPINABLE AT ALL TIMES FROM f M I I* W I TWIT THF. LPSE OF A %41 T\G ��10 ST, ;pr SW N �'y Sf' T' [Al, kKWL.,EMT, OR 1�',�"M)R7'.IL va aW►�Sly ► " 2. 5W)P AN AS :�1UAI.1, 7!`A'iE 11`MIST YSTEX (;ARABLE OF T IN, k In t ! I ul OF 1 CFH PFR "ME Ft,, C1R FUO ARFA. F.AIC�U WRICIZ REPAIR STALL .SHAM, y }+ A i • I i ." / r j :•., ��F? E rs�,�� 1 ' L.�'». S"T , .M.."'r`�y1�t. .�. �'JC ) � , + . { � HAVE AN F�tHA1rST PIPE r�c.'r � zrle, To t�#fi ot�stDW. !F txlc'r E( ... . � ,�• � -� `,_�, g � y �� *" �►,V � ' • t I 1UIrT IN LEW)TRIT SMALL W.DHEMOUTCALLY NMAUS1TD AT 300 CF4M. 2I;c ' tkl # ? / l � �[ Ql�'ICS& S%Wl 81: i'RCYVII M7['�1 CMIfIUM AIR PfST'rTW, PRI SSURIE. f 4 1 FjN�fLCU2 ��i� �11 �`^ �� 1 N 3. Pp1 TRATICIN6 F(lp !]UCT tXt .� LNI lNI B 'Ltd IM (11�E HLt UR C7!LLINn � - . �� wiR Nra Y+w• ...M M•w . OF '!NE (?I''FtCIsS SEfAT�U� RF. F1EA WIT,K 1�It1C pS, *R_.'I lea: + ..� X11 "I 1L�,A . .... W 74 • '� 111 ISI III III i1i III III III III Illilll `I I Ili III 1__: 114. 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N 4 L,0.j -y U K� Q V_K. 15 T.N" S '44 1&, 'RN 1z; 7 X, hk J e 121 14 0 A150- 0\, U '� j r k 3 — \ `� / ', NY�.R a �� A�.,y l ` \ , I — - -Y-- I i _.. i I ..� n +7 n �a p x,04" �l� \ -r4 r I(-- f.L, 04V S- S r L �v W2. IL 0 (c, W 1.♦*/1.) 4 F 01/0 VIP oll/ /JF VV j 000"o loo 0 .. •� •. \ � /brt3 _ \/ V413 4 Lw , S4::)7 Ix A 16 % Ca ::li 0 W 7 N, 09 tk-)-7-F , 5,cv- CLAN.& Prna)c.,c, 7/c 4 oc-A )jj •-1P 9W-P 7 AF OF CeKP7, FO U NI D A\T 0 NI P A N N.NL I i'J t, IV AL X\,� 407W mLfvj E7*cepr W#,CtX4E )"Conoco '-V& Svc \VWW -14411, Gypsum %V-911bowd gyp&( ; voslftwio or voncer base appiled at right Ar'01i., 'U VXK'j :AS 's" tvil:i 6d coated napsted long, R(X)F LOADS Glue-lamirinted beam It o tw-- RITC Combination 24F-V4, PC L41" innit, Beads. (P O.c Joisir.supporting I" norritmal I'M 14)AD 25 Ps F' Inofin4trial appearance, exterior glue, and d4nber to 2(M ft. NW;fob itiod h0tji flocc,or%' lAyw000 finished floor with lung DFAP II)AI) 12 PSF radius. ecRI*4 T&G and 1�i'interior plywood with exterior glue subtloor perpondicular to joists w,lli Iritrits 3taggored FUX)R LOADS I i: All holt s shall wee ASTM A307. S'TWF bOFT 14 : Prefabricated -a LIVE LOAD 12'� PSF Structural Framing Connpct or shall bo Crinstructlun TV;.*: Gypsum 6"td, Wood Mots, DEAD LOAD *15 PSE' as manuim-tured by Siivqxgon C(ifnpnny or equal with ICBD nrqwoval.3. Sadie 1&- 15 : MPtal Roofing and 33iding !hnll be of imi ICRO approved tyt-.* with r%' type ",gypei-rn w7wilboard applied at rapt.anglos WIND LOAD 80 MPH E1XP B G 0 Tc- vt N o.c I tb VoW joists 24" o.c. with t1.," type S drylvall screws load rat ing appropriate fra Che lxwd and purl in sparing FEN&L 0 V- t-o%67- I, Face I"r%" typo X gypsuriv walliboard or veneer base applied ALLOWAKE SOIL U)AUS, noted OTI the plans. PIC 2M At right 4M9*11?a mists thnxVh base layer with I 1J- type S drywatl scr,&v4 t2' o c. at Onto and intermediate jo,M, Face layer joints BEAR1W, : 10M PSF 4t' J 0: Attactywrit of a I R(x)l'i I ip and 11 X offset 24- from ban 4"r jointsi, I Mr* type G drywall screws plac- SEISMIC ZONE : UK' ZONF f I 'idirify SM) i tw a!1 ed 2" back on either side of I"lay*(end pink, 12' o.c. Vi" DESIGN STANDARD : 1985 UBC w/ ORI-a)N AMLNI). per Mantilactureirs recmwndAt ionig, plywood with exterior glue Applied at right angles to top of joists L400tik NJC- vvith 66 nails. Class A. 8 or C built-up root covering. Coiling pro- 17: These Plans and sPecifications Lim] the engirwering arxi design '61Ft SIA. NO YW*o line how lk*r"Istance pfellectiAn for wood framing, Post. lot-rial,%lj I Contractor is responsible for confomiance to All Federal State, work they pertain to are Intierxied molely for tho project d herein. Dick W. p1belirw" Inc. disclaims all and Intal slafety regulations during constructirm. xpeci f I e liability if thee! plans 8TH mWifications or the denign, 7'111 COMPOWU010in 7VPO: GYPOUM W11111111billiord, Wood Fiberboard, All foot imps shall bear on fi.m. natural tvidisnit-hed .9oi) or advice, and instructit" thereto are aced on anv proJect or 00" 411"111111111 at any loration other than the project ,aril lt)vatl 608*layer 14' wood f1tweboarIll ON psi nailed paraRei to each on an engineered fill. (Nis specified $40 of 2 x 4 wood studs 10" oz.w4h So coated nails vj" long, o,c. and to top End bottom plates Concrete to kw. 25M PST @ 28 days minitme, except as noted. 00ftfix shank, W 0 heads.24 3M at 16' n.c. Flom layer%, tYP@ X gypsum wallboard or io*rloer MIxing, placing, and curing of concrete to be in mccordarwe 0P,&J*iQ) WTB .4%P \ QCQL lama on each sido opphoc paraft to studs with 6" wide strips with ACT 316-83 and 318.1-83. Inserts to equal N&S-88542. 4, thwk beads of 6m I 8111114j&dhesil"to perimeter evil center %ximm alump; FootinRA Nvi foin-Riattonit 4' ' , Floor al abs of board, Sd cooled Mils 2%- k". 0131" illiher0i, 9,1."" heads, 3' ' . Minimum cement content 3011 lba/cu-yd. spaced 12' 0 c to top arri bottom plallft.24" o.c. along vertical joints and at third-poinois hi intermsidtaft studs Stagger joints 24" ­`rl V-1 4Z FN A.--t-0 Ir 7 F L 0 oc oerh loyer and 94 . (LOArt-eaAM14G) 4. ('(-mcrete for the floor slabs shall be 3M) psi at 28 days. k, Ile.U N DM Lfi%i Ny V,4 T G Q A0 C- Pt.ky vi 0 00 t;;P4 5 : All reinforcing, to be deformed bars per ASTM A615-85, b/g$ X PL i N40 C) 0 (71 16)l -th arid 1 1./2 from grade 40. Se t main n re i n forr 1.ng 3 from ens IL Z x 'Z. li%T T I (p" o.c Cons,ruction Type: 0"sum Wallboard, Wooal Studs fnra--d surfaces. Provide 2' X 2' cortwr haus of same SiZe And One layer type X plain or Prod9coraWd gypiv m wallboard. s pac i n y, 8.1; typl-_31 steel at a)I r(-nffV19t ion wall • leg, Ca.y 8":"4 X L) 0 N L waW remsfant backer board or vormer baso spiplied paraft with Intersections. Lap 30 Di.e. or 1_'--0 mi If. except, an noted on of at rkJht angles to each side of 2 It 4 wood studs If* L.c. with A S QL N WP SIM 6d coated nails. 1!J- long, 0.0915" shank, %' heads, 7' oc draviW. ,' \~`' `�'\ 1 V Neo.-wr� Joint's 4 9W&ro edgo,bevel edge or predscorAW waftwwd may .& Cow-p- 's 2L Zt-viii,016j�% F3`1 E. be 101 exposed Stagger Joints each side (LOAO- 6: Stilds shall be S0 DFL N(,. I or No. 2 as noted on the p1mis. C.L C \N ,,0 r-T F' 0 3W, fltAfMMtfF_\A3 PS k Sa\ \%A V_ S Is C_ 0 A. z S I�j Z;o,� (P' a 7 : Floor Joist to be DF/Larch, grade No. 2, or better, S4S C 0 rAS T O!E�\kl P !yS' G1yP. B4O,NbZ1J SOT); !.11Dt_rT H. Roof ,hist ft) he DFAarch, grade No. 2, or better, 545 S44 -T\ GV`ik��Z) S-T. t-)*4,� 147 VLL0LJ I'LOOP_ ?#V*: 6"awn MMWwd,Gypsums Sholbothing, '): .5111 Plates to be lklit-Fir lir DF/Larch ou'ade No. 1, or hetter and ShAl I tW pressure trent.FA with ACA or CCA salts Ifftrict side! Ont, 'ayws6* typo X y"Mum wallboard or vatter reSISMill b&CIW b-A#V of vVAW 108110 applied parallel with or trentrwnit to -60 pet retention ppr 1 M Std. 25-12. �:kP_S 61 fight angles to 7 x 4 wood owes,24"o c.with 6d coated nalls ".OW-' rh&*, 'A I hods, 7" o.c. Joints of square 10: Roof and wall 4W.Athing to be APA 1 /2" WO CD With Exterior g1m, w cedtj..wtfibocht:f.ity be 16A exp000d. Exterlm am*, TI.A.1i e WTO N3 a X QNSUM thSAMWO, 48" Wide, Ipphisid Rork and nnil ppr plans. parellef to studs vdi, Md""aft, Isb- *111�0.110-*W*, .A� Yis" or Mam Nott, 1 04. In W,41' ".0011"stsfir. VV811111howd 11 Sub-l"InAw plywood to be 5/8' T & 6, 112116 Ci) with rxteriol- glue. 10 WW shot0litV M&,!d tD 00 and!I*Mm pteft a 7-as Etislefkm Plork, and rmil pet playls. Aid* P4A "_10� A W rt-IM1 INC. L Fr T F R AM Claddhig so be ntlisehoo. 0wough sheoftloig to studs. -T F p 1% ir r now �� ► �I I I I �� I I III 1 1 1 7 1 i t - NOTE IF TH IS M ICROF ILMED 2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE 10 TilE QUALITY OF THE ORIGINAI_ DRAW LING. III9 9 1 C" E 1990 N 0 78 ts�C %67 NO '2- Foo S RE c_\ VN C. LAIP xi - wall_ c-A T- RT t,a cz QL r- 0 cm R rj 0 • Np 4 A 65' e, 2a`v,. k\0 Lay z lop Vl-' Flog c-) (c, VFTAL Rcor 1w G IL ICT A r C)Ou 13 L.E -z -k Tr I LZV �'C) V�', /-a- ')-MP rulp ?_K $ c Z4 T% 9 SNRNP' t NLL 5 MM W lkk" N A tL S ALL ED 4-� at F_A, clo�_tAA wZ10V k L 107 _�UMXT FT %Lcf'L Z, K v w ti 7, 1"�, �)Al x-,4(* 9,tY,\6 " — 111 -7"' 1 P cov I(N- 7/1.,4 CA C'.4 _�O\v OF PAkAPrr- W,4a- PILAM 'T_ &I m("o, 'T_ 4. J Ira -.Y _f......... I "i L swoO TIU Its 4 8"oc- -4- T-t CAU :.vbt. -WkNm"') 2v,4 aZ4-' at s . 4 ta I w (0,� PA RYU NAm- i (.AP XM GA ,9, META 1, S IrAW6 A 1% 4 2.4% 'EAC" law C.K 2_ 6YP 13D �-4 U S 4\ Z 7r, E3t~j 21C tZ CIL ZK 6 r1Lr_ tAID 9,C?A-,!51 7)L'rPI\ L (0/ VV9, 19M. -�aOEoNL W A L.. NO& 70 A -2 Rad N4 0 L.1 3. Tk 0- CAL" t-UD Avr, J) \AOUV- -COIL METAL kv IN 11. Ooh, rim s4o, Frcrw4zp 1-1102. Lr-ID61FIZ LjF-7 IsIj- i 14 :: bo ITU IP P 14 24 v pL.)p uvea I Z"vp" ovet 7 6 FLA-10 3V EAN _!SToO 4' FISW GOMM /* I&tic& SCQVJFP VrNT woa \N RAID R*)5-) K 7 WT-- - 7T. MERE METAL SID046, OVEN 2-v 6 16 ac -T. 4_0 x WALL I DE 63A T)Lf W, \mf MC.14) V-7- Fuc :A4T&I (o 2-4'sc V4 0 0 Q It Aa 01" I's I , IS CxT L-k-. EAZ, VYA1% Pr-1 14�T) -1 p k !�f \Np 0 su 'CoL m%.. 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"o , r 44 1(4 1(% K 0 2:-m 4 Dr-mAM4 -i I n -E R_i Vv Rsjo Via"p CIL /AJ7 S V_- KNJ I Q E 00 i6e 5LA A'S'k N VM,Lt \4 T1 G �N 1K r3 S* TiLZEYANN ST A T QW JCNOM WAU T I G IN Z 0 iz ?_x I Z -v%4 J*_ L 1%—R j co-rou w, 4 w .- 4 4, art 12 # ! 3G AV R Jf 1 .10 IL .'SA k T Ak 13AJE OP PGORV W7WKJIL W4QMW DArW & 47 NO pr Ij111j +l�jiliji ijilij�lij +I � � il� jil+ ii . jil1 i ijil+ j+ +jil +ji ijiliji NOTE I F THIS MICROFILMED o- 12 DRAWING IS LESS CLEAR THAN 2-L 7[1111 111 1_1�1 al 1 1411 clj� lll 1 %11 1111 ____ � �___ THIS NOTICE, IT IS DUE 1-0 tT t — 9 DRAWING, GZ z v Jill 1111111111171,11111111ITI, I THE QUALITY OF THE ORIGINAL 8TZ ilii III,Tril 131,11 111111 111�1111 Fill r1illil I 1r, i)tr,iiiiIIIII! 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