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12290 SW MAIN STREET-2
ORDER NO '___ ' A MATERIAL LIST , .f, •-� t * .W, SUGGESTIONS V /. � aY _�T J s SERIFS Depth Actual Length P. Quan, Quantity Stress Spacing Live Total `i'vi IMPORTANT: READ G I_N E H A L NOTES A ND ST U D V U 14AW I N G S Inches Fast - Inches Length Each L F Level Load Load DO NOT MAKE FIELD HkPAIHS TO DAMAGED THUS JOISTS WITHOUT APPROVAL FROM YOUR SUPPLIER TJI is a light weight woud foist that pertoirns essentially like a solid wood lois,. Because of its shape and high grade material it is more efficient in strength per pound -than a solid wood joist. This - REQUIREMENTSrttakes it lighter and easier to handle but also more fragile than MINIMUM SEARING DISTANCE BRIDGING solid 'wood. Therefore a few precautions should be observed. --- -- - - -- - - (-` -- " -"- -' " - L -` Following are some guides to successful Installation of TJI. _D SUPPORT- � H _ �_._ __ _. __._ _ r �_ _ _•_�- - FND �NrER SUPPORT INTERMEDIATE SUPPORT `- O.C. Spacing .tee ,..., ._....-r._..�•-.._.......,._._..�....,_...._._._. _.._ ....... i, ' � ._._ _ _.._._.__.._ _.._ _..__ ____-- ,-_....._.. _ ._.__...�.. _ ~� � All glue .tsed in TJI is Water proof, however, long expcy sure to water and sun will cause some deterioration and CUTTING TABLE FOR MOOD�RiDGINIi - -- M - - --- _ _ .._. ram^•----e-.�---�.�.�r checking, of the wood. T.11 should receive the same pro- f - � Id i �' 1?"taa N"ex tie.t"ws i 2+4"�s. >l?"a- 4a"e.a Mlnrrnum heal Ing Minlrtc4► trellorIng _ . .� __. t_..�.. ,___..._.. ._ . taction frruln weather given utFler wood products distance � INl1<a+�r.« bear (MY _-- " '' o L A L �o L a l L o f L o L distance idttr' 41" ,�a,r° aa' talar n' u•7/r 2z' its Ill' x►�n it• sal,r A careless fork hft driver can dttmatJe thtx wood fiallye or rva'tr�lna tnru hanger to _. _ _ �_ �_ __ ____ _ _ __. Fr IF - f WOOD -. _ . _ N )d web!,. it t _ required (Continuous TJ r -I■�■..-.__. � '- `-nom• requi i 1 �� ■. Ir 4e 14.14" 3T 17.1/4" 3ieIiq--#Ar W J-41A' 11]' ki•1e7' 1J1467/e (ply,, oL - 11" •i< 15.7q•'f 4�I la•f/7" JE' 71" IWIn" X79 ,�?'tM" 10 47�N" TJI ' MINIMUM BEANtN(,,'1 T,N MMNthf11M BEARING AT TSI MINIMLrM BEARING A T Metal htec�es ___ _. _ ._. .- : -- , _• _.. w_ 1'he 4;lue ix)nd between the flanges and the plywood web - - _._ "' �._ . uEPTN MAXIMUM SHEAR piITM f•xIM1aMSNEM DEATH MAXIMUMREACI'tUN not to touch . % W Ge 171,? .7fiso i41 , r4'las�2ain Iss sr' W W t ,al to the performance of TJI no un of - - ;� 7. Is Cri i�� r D t pound t lig„ 1-1/2" t0' 1.1l2' 10" 3' 19' so' 1p 1,t be 'tl 1/? 4i 23•s)r a7 x7114 7e' 3c1^ :o' 4ssn' 12" 1.6/8 12" 1-1/2"'2"' 12" --- �. i. . � t 11 _. _. ___..- _._ ward on g _- the flange. t' 20" 112 20-7,0"l S3 2x' M' 211" p' 2s 1/2" :lir' t@" �22' 4 14 _ _ _.._ NOTE o • solo tis"amt nor so U.k:. ����.�.:�.- -6' 20" 2.3/4' 16 '-20' 2.. 16"-20" + 3.1/Z" META#. ._...._..____ ..___.__.._ _.-.__. .___.. -._.�..___ �_ - ,t e e base NOTE. Bridging ihall be Instailied as set forth on the code _ s. The above fTlinlmum bear�� istan(e5 are at rflixlmum {Oaci. T - � __.._ _ _-- __f _ __ _-_. LIST OF ACCESSORIES NO distances may be reduced "n i.r opor cion to load reduction but In no -�� case shall the be less theirs ono nCh. DESCRIPTION I Quantity _.__ I PT I;1N Pleaes Do not allow workman to climb or waik on TJls until rt h hl�rt= 1od palls or as ifierJ b buildingI+ ��. - - - BIXICKING yUES Anchor to support v pec y LOCKING proper bracing has been Installed. '0" S � � 4 design It!t __.....�.__ --.. __... __.....__... r - 1J1 Blocking Pontus ,r:dy Ips :.t,@c1 t,�r A TJI SySterrl IS df3Slyilt;Il to support ,t)flCIfIC loads. It IS ►Z '`-" �' f _ _ _ - _. _ BRIDGING 1. shear F'andts As shear parcels they are to tae considered as 3/8" struclu 0 , d�arlgeroui to overload a single foist or grout) of foists with WELT STIFFENER REQUIREMENTS ---- - ----- �*-- - plywrood. shear transfer nailing must t)e establisl,eti t,y 1' ;I�tl, piles of plywood, roofing or other 17ldterials. Distribute' �"' `� -��'"Y�r► ..r - -,, ���� 'arm �'�►r'�,x_�____ _ �� LHAN z. Vertir_al toad carrying such materials in small bundles. Web stitfeners m�.,si be installed at bearings and 3. Stiffener for Web � at other points of kxmcentrated loads as indica • (��t 1 ��� - _ � ___ _ 4. General Closure T31 strength is in ine upright posit oto. They must be sup- WEB STIFFENERS TJI blocking units are available from the manufacturer as shown. ted below. ported laterally to develop Lull strength. In a completed --1*- -�-i. �/ ��/� �i.A f n n 2-5/16'° Min. 1' Mon" +O" - I/8" ��_____��e!�!�!�1!!S� !G� . __..__.__L-1._ -. - - - - � - \' When usod for vertical load tranOor the ollowing values may be us I building this is nett molly provided by the sheathing _ - "' SPECIA pounds per finest toot of blocking panel. If TJI are to be ioatded before sheathing is applied, tem- 2" r"t'' �I DEPTH Y tQ" 12" 14" _Ifs'• 18" 20"Jporary horizontal bracing verist be applied to the top 3" Tyr, F.L•F. 222012220 7220 2160 1980 1780 flange. SPacInQ + , 2 Max _�► Additional vertical capacity may be achieved by adding crippies. ALLOWABLE HOLE SIZE f- xalacrrt "` •"L�'tl r ` ,, _ t ' c 8u file s .►s shown •• hnpror. r cutting of a structural member will reduce Its str - .- 7 Min. i _..._.;...... . ....r..... .-.,_,. ..,. .._...__._ .. _._.-...,.-_.. _,.._ - ' ength. However, holes can be cut through a TJI web in some • - __....._.. .. ...__._. ..-w_...�.._w. _.........._._.._..___._,._.__.._._._._._. .. .. . . .. 4 4 O 4 4 iocations without impairing its ability to carry design icads /' These locations are in Areas of minimum shear. This is gen- . , WEB STIFFENERS �E REQUIRED A•5 t•'OI.IOWS ' � . . _.__ ., . _... _.___ ._.__ ....... . .. _.. _ __,. _..n._.__._.. ._. ...._,__ ._...... Web stiffeners me be specified y erally away front bearinq or ether concentrated loads. -_� _ _ and supplied on the blocking � panel as shown. At Cantilever � T11 At End At Illa�rwiiiis Bearings and At Concentrated l i Z- I nntr:rlc,�nrn OIp'tth Bearings In HenNrs Interr„edist.e Load Points In '/ j a.,C!/C�- Bearing; he Span Beyond 'Y P1 rwaoo ( (Continuous TJ) A Load Of - wra _ ' t0" NO YES NO 390 LBS.Mot 140-LAW +��" i �' T -w. ',� '•� __ _._. �,.� I ANtiE _V_ �• . { 12' NO _. YlaS _ -_NCS _ �0 LEIS. r VF BEA19tNG Pl.Arf I � I 14" NO Yes YES 1970 LBS. i `\ ROUND HOLES - For simple spall, ,in<i uniform, loads use the table below 1® NO _ - « YfIi3 YES _ 8d0 L85. � ;-�� �/ytG,�j HT1 �^ �' ,..t-� jr;� Wood or metal ` ) to determine hole saes, ta" YES YES YES 740 LBS. _ cross hracing SQUARE HOLES Square hole sizes are determined by multlptvrnd the 2°" Yea Y YES 7PIS L1l5. GENERAL [VOTES mar.imum rotlrtCf hole diarTteter by a factor of 0.>3. Lr � MULTIPt_E HOLES Where more filan one hole Is desired the amount of CROSS BRACING wood between holes must equal or exceed twice the: diameter of the larrlest hole or tvvice the side! of the largest square hole. Web stiffeners are tel be fiei!rf instelleti as shown on each aide of the 1 . Manufacturer is responsible only for the engineering of thf,; Trus Joist and not for any supporting structure 2x4's by contractor 2x4's by contractor CANTILEVERS AND CONTINUOUS SPANS - F or uwft)rmly lw)derl web with tad nailing som..,wi X' apart vertically +nails from either -� - cant ilev+rrs and c,-ctlitlnuous TJI's tht� hales must � located one Inch further :Fide counti►lg►. Nails mu�,c I:rlrs through the web and penetrate at or for loads Other than indicated. Please verify all loads. Indicate weight and location of all concentrated from► the support for each foot of clear span In actdition to the values least 1" into the opposite steffener, loads. il Indwxted to the table Below. R- \ Web stiffenevs will k>tl I>rp., rfed with TJI blocking p�anals when „ �. g special 2. All materials shall be furnished by others unless specifically noted By Manufacturer. .,� SPf=CiAl_ k-.xc'e�l,tretrls to th�'w rules may be possible through s � • Sr�r.ifleci. Inquiry. _ NOTE - Do not cut the rout within flour Inctws of the support centerline, Weh st'ffeners of cilmenso4,nt stiowri Ill skr,tches above r1o'P, available � I 3. --{_ -- This symbol represents a critical dimension for your approval, it is the over all length to which otherwise a two inch hole can be cut In the web anywhere. THE TOP AND from Trus Joest CarpGr.stlnn, ` BOTTOM FLANGES ARE NEVER TO BL CUT. The sizes given In the the TJI will be cut. l„. 9,j 61"r - (*,VK la,r'..z" Plywood sheathing, p•anei, or ribbon Plywood sheathing, panel, or ribbon table are hole sizes not ducat sizes. - Field Built, ------- _..._..._.._..____..___- __-_ _. - -_.._- -_..-.__ _.,___�_ .._.___..._____ 4. Please approve and submit these drawing as soon as possible as Trus Joists cannot be fabricated car deliv- BLOCKING PANEL -- Field Built BLOCKING PANEL Load Bearing ' WXJ SaS IN INF.-"ES Ia_��'isR1 NOT. eyed until approval is received. V' 4" 6" 8' 1 ��. I,,_ 10". 12, 14" 16" Nailingas specified b building designer. -� PQ y 9 9 I 1`;-- -1-0 1 9 . . 7 0 2-3' 24.. 34 U. '�_- 4.6 to > o These are su •-*stions roll Erection bracing, sup- 1.0. ---- �- t� 1.0 1.3 1 6 20 23 2-6 24 3.0 34 4-3 6-0 fit' y _ Is iii_ 1-6 19 20 2.3 2.6 3-0 33 -�_ . ,�. 5-3 polt. and connection detatos are the responsibility _ ' NAILING �� SHEA i RING TO TJ I tT 3 1�_�i-9 .7 '� _7-8 � 2-� _ 3�3 _3�8 4.3 •5-0 - For p4esticans rt�gr�lrtfir, ___. _ .1 i •-•� i 10 1s i zo ,►3 2� 30 3-s _ 4-0 s-a so of the erector because building conditions and Illi- an� rrinQ and det.;9ll! l 19 1.3� 119 . ?-0 2.6 2-9 3-3-- 3.8 4.0 4-9 5 a �6.3 ni t• i_9 -T•0 24 30 3s � 4-0� 50 5-9 ectio�ri procedures may vary from job to job. ��, ! ' 'r�'�� 'S W, I''�1 1 h� " • The nailingpattern for sheathing material is to be estab- 40 4.3_ &3 6.0 &9 I , Pa 9 21 1 19 ? 2 9 3 U 3•!1 _... ._.._.�.._.. -..... T l e., Ar G I fished by the building designer. _22 � �`3._ 29 .3~�r 39 _ _ 4fi 4-0 is•i3 _ 7-3 ( 5031 649 • f, 641 23 1^ 2-0 2.8 -311 3 3 + 3.0 43 49 b9 _8�1 7-!! u Z4 1�6 7-0 34 34 4.0 4•6 ~5-0 a0 6.9e 7.9 To achieve adequate lateral support for the Trus Joist _2. .2_0 2 so _ ._ _ . ° -° �-a so ., 26 19 23 21! 3�3 I 4x3 4-9 6-3 6_3 7.6 88 PROBLEMS the minimum nailingof sheathing Is 8d nails at 12 --- -- - - - I F YUIJ HAVE i• 9 i 27 1.11 2.3 _x41- 3 3 4.0 ' 4.6 5.0 6.6 6•e 79 8.9 SOLD AND SERVICED BY: Subject to terms and conditions on the Purchase Agreement, I have checked all the dimensions, duan on center. The frequency of attachments into or 2e 1-9 2-3� � 3.6 w.0 4•e 5.3 5-9 e9 a- 9.0 CODE ACCt F�T�INCI S lilies and loadings and warrant that they are correct a should be corrected as noted. - - . . - d ' 29 1-9 24 3•d 3-6 4 3 4-0 5.3 6-0 1-0 8.3 9-8 T f,1.r PMU NE throw the TJI flan must not be Closer on center �---- - -• �__ __ _. �_ - Concern) sit, telt, . f a 4 9e - s a y;3 e s Concerning ice► ! 't" � _ D Approved, no change Purchas6r 30 2-0 2.6 3.0 3-9 43 13.0 5x8 9.9 'i 1, ' . PN _--- _._.__ Date than 2" for Ref or 10d nails. 31- i•o -3a -�-� � � -� 54 -_�� ?•e &9- 10-0 - � With 1t, _ I CRIO 24' 6 f as +� 32 2-0 24i 3.4 4-0 4-0 5.3 64 84 7.9� 10.3 Croncerning modifications. r -_ - 9.0 SOCA --- !� 732 � � Approved corrected By Title 33 2-0 �2.9 3.6 4© 4 9i '3-A f 0 � d 0 9 3 10 9 P' Or a question of any kine! ��..._... -. _ MANUFACTURED BY: F 14 gauge staples may be a direct substitcle for 6d nails 3. _sa "z=9 ss 3 i� 6a _�a lea e.3_ e� t1-0 SACC # 7337 TRIS JOIST CORPORATION whlen braving a rninimurn t>irinetraltion of 1 inch into the X 2•a 34 34 4 3 !�0 5x9 646 �-0._ sa 1" 1113 ------ - ------- - �--- ___--__.. _. ___ DRAWN CHECKED REVISED ORDER NIO. i 3r 2 3 3f+ 3A 4 i3 3 f,0 d•li 7.1 A'9P01 11.8 FNA - BuI'i itin st i%a main member. -- - - _. 1 .__ CALL YOUR RY DATE By DATE By OATS MINIMUM DIISTANCE FROM(i OF iSi_PPJRT IN FEET AMO INGMi1>!TO It OF 406#u - "- SHT• ' OF ✓ TJ REPRESENTATIVE - A�. r' • � _ -� 71,1- 1 .� Engr. TJI-116- 7-74 r AM ,r 7 1111111111 1 11 ll 111 11l 111 III SII 1 2 le ;4E- l l lei iii i1i1I � i11i i 111 1111 1 11l ill 11 111 l11 r 6 . 41 11111 1 OTE : IF THIS MICROFILMED 11611111 4rLl 9 DRAWING IS LESS CI_-FAR THAN .._.......�.�.�....... ..�... _. THIS NOTICE , IT IS DUE TO 9 , UL AN w -p MATERIAL LIST -- ORDER NO. TJ I`� 55 BY Kh Total City. Type Cat Length Dq"h P. LMgth Lin, ivil Load Live I _s 4 Load O.C. 13S psf � f i O.C.— � Ps O.C. psf psf op _ O.C. ptf f ' O.C. pef Dsf OTHER MATERIALS AND ACCESSORIES Blocking Panels Bridging T Hangers - Web Stiffeners No. PCs. Depth O.C. Spacing No. Pcs.�w Type No. Pcs. Type No. Pcs i Depth of TJI Pa. �Z i I <o ' o.c. Pcs. PCs. i �; PCs. Z Z PCs. - i? .,N tLAC. I PCs. Pcs. PCs. PCs O.C. , Pa. PCs. PCs. ('cs. -o.c. Pa. PCs. ._ - PCs. .w Pra. { O.C. PCs. Pa. PCs. _..._. ._..... .__._._,..-.....-�-..--.....w.._......+._mow... -..-.__...r._...._._.......__-.._......-_........_.._._.w..r.�.� .+,-..-._.._-_.y.,____ GENERAL NOTES 1 . Manufacturer is responsible only for the engineering of the Trus Joist and not for any supporting structure or for leads other than indicated on shop drawings. Please verify all loads. I ndicate weight and location of all concentrated loads. 2. All materials shall be furnished by others unless specifically noted "By Manufacturer" on these drawings. 3. --ri — This symbol represents a critical dimension fo)- vour approval, it is the over all length to which the TJI will be cut. F—--E.. r`'i ,A� IA;_ L 1 .,-T ,A\ c,., e 4. Please approve and submit these drawings as soon as possible as Trus Joists cannot be fabricated or delivered until approval is received. :5 H 0 0 F H 94 i SOLD AND SERVICED ®Y: Subiect to terms and conditions on the Purchase Agreement;, I have chw*ed all the dimensions, quan tities and loadings and warrant that they are correct or should be corrected as noted. �''} =,�: '` ' ��"�•��, . C-) Approved, no change Purchaser _..----___- - - . Date [7 Approved, as corrected By MANOFACTURED 8Y TRUS JOIST 0 CORPORATION -- -- w T� DRAWN DATE DATE DAT[ REVISED DATE ORDER No. By eY 9Y L:511 1 T8.41% --_ (h-_ BHT. ,� OF �...�.�.v,. "...�....�� . .�..._..... ENGP 14-877 I NOTE : IF THIS MICROFILMED 91 DRAWING IS LESS CL-EAR THAN THIS NOTICE , IT IS DUE TO 'P- .•w»,.w.:«...-,ar,.,. ,•-."-^w+IM_►N,A.MMMwM►wM_+.v.,re. '•w•I.+ .KOw•,.w,•wrwlWiM'.,,w,Mwl,�•w,,.r s.v,,.wrr..w. ..,. �•:....+wr.r.+sA...+ws++.a•rww.r+>rnw'•.:••,r.�M�11Mrlrr«..,.y1r.v.M+r.•.w.w+.^.wt.r,+r,rl+-w.w•+.,l�M•w�1«�M�".�+"�"..""w"�rw.e"M�-•wwln.lw'.�!_...".4yNy�MNrw.�IN.•ww .,«w.aw�•wc- «..�r..,.r«.ww.�w,.++,.*.ne...,...,.,'Iwwi..«W,.'w.........a..:p.....-:.. .-.r„•.....,...+wraw«,q.4W�11Ml�r.>.•a,r•+Mw;+wr.•MM.he.AMYIMw�.'M+'r''.MMM>MrMM'. wnw.a�.w.+.,,..-s,. .b..ww+..•.•«.+wr�4n r., .•.IMi.•..,. ...,wOerrMu.•.+•^•n•w•ARrI'+•��•o....a+.r...wr.ww•w,v�rwy.,....,•,.-...w”rMVMM�MMlllwr ..�•..�MiF+slgMw•r""Y^�1�A�M A 1 MINIMUM a r p+t c r ,1 I !► �' I ''V '.' el 1 { i ' '� I I i w ►} K f T . BOT% #,V' of o- i ► Nri r t A �� ► �J� rsM � li�� v�r>�1,t ,tv�.>� M:retit t f,r�►tliw�+rvi ��rY�,�.��v i�>~,�� rt s' _ BR "id 11Mtxxf '10t Z Aw.euve of 1ft t►ham 4:+Ct h .�fwimoviri A1_ 1 SIZES IDGING R " ' QUIREMENTS 1 . ,. i>~ M.,#�►A*'� t t 1iAilit�wta ( !1 i ' vtt�'* #01f t Ci'e+i'i t !%4 x�t r en o ice' �. 01460A it 44htiv ,ie"+t4.1 6 w 1Cw i' Ws(.0* Uk t 41*0 ffWWV trW40 tkW wt1104 to & Itrt►1irturei ou*'4 ,w1; +'if dud its of �► �,A. wry►.+Irak � tri s+cgu.i otcqui Thw•svi-vivo tt fir wor- utl Jutuld he ,4'X,l V*)1 ecwh. mow .evw. had 't cwti ter cut ttw is TJ! +dt++i►b in tow* �(Alt►w4vk t to Wcoewtvi +i' stol'stlof, of 141 iuw tk)y#j ► wj rt%xi. imW's isv; it% 8 0it"yt tO cWt Y d"W kMWk .. . , .,. ��►� �,p •y Arh Y y ��/l }y mr 1y r m rlm ._..ar.+xwwn+r/rr..w...w...ww», _a,..+�wwv...s•w...r...•w,w.M.ww..+nrw.^.rwT....w.w.••..w.,.,.,«.w1w.+«r+^.w ws..,,,rY.M^w.• J' 7�,I�Ii rR A•K TI f Y6 4A 7 � F hJ• +9/�l t'�.i i�4 7K'" R- �� '� � 1 r�K �AV Riles T M to tom. `�f��1 *""�"�► �,r�Y. 1 1Rr�.F '{ ,r+ws,w.....,-+r..rrr_•.•+,.1�.4rr..N..a...... 1 �''r 11*4 MIOft'V }»A W "�1�►•` T�a' ,f�' �sw"�++' ,� 1� �>r���«� ;�w��r s i cA�Mr+t +► � t kt ��!'�s= a��::�r►�t� i���� ��. ; , � � . . .. ," ,N � . 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CAUTION A,-4� r,►iw k +f err+ ARiMti.e' +� 6M k�M'iE$i� 40 #11� r 1 « tr r. +►al�rJt we./� W. a„� wtf"iIf i � ii aY. _ • y �� • • • , 1 »�,r«H u_,na,w#•�.....•,.••w-• -,_.NiAMM,w...•ww.w...+rr'.�w erwf.w..+wM,rr�"••+��►wMMwMr*R'MY*•.MMM�,.wwMriw+.. g1r'�MIMM�nI.I + ! < ' i�C1t.:hlU MOL f: ► I~ '.�' �;rf4iis+k 1440n$ �►'' ,r't! rd#R.., 0041” t i Dor !1Mt rttuo, !1i�it:tw .......«.,.........,... ..... to d�tr ratl� h�',ml+i �fr4h ' 1 r } " ^ ► WIF STIFFE RE(C)"WIREMEN'T("i ! ' ,x � , _ '�►'�t,l+llIRE. init�LkS Scl jol 4v ! to 4&#*vmorwmJ tso k74"*:m .v%Q eiy ` s ,; ": ¢ All t cttd in I «fit ;a W*ts�? PrcH0t havv*vee r� �. . , � ��� � �>>r4i .�+' i�Y �� t b y .� c' 1 ,y a .t r4y/IiiA +fiJ4,t t1 1"tClr Cr it nY141'i M+ i`r'1/ IR -lot of 'O P ' # eic t � _ �+ 1 si 1 7 ; ' y,. 7 d e r. 11 1 { �; $n(4 !>I t i., ► c.t 4 4i .� /a �',v .$ a - ^ 1>►4'd, r a /L u x re tear to tali' As t i��'� 4011 f:ir�k.C'!Mc 1MrJ i 1'MA4 .1tM t a� �?>1 to t! WJ '� ��'t. 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DRAWN — � DATE CHECKED REVISED DATE OADI F� MO. By DATE 9r I By— SHT . 0F All Jill l � iliiiiiill , iilllllll � iilllliiillll � ll � lilllllllliliillliliiI 11.1 1 � lIiil � i � iIililli lliiliiliil � .�....�............_....�....�...•.,..�w.._.....�............ ,. ' .. fi I iiI i � li � ilili � liiliil � iliit iilii ) � li NOTE : IF THIS MICROFILMED 1 2 4 5 �J 1 1 DRAWING IS LESS GLFAR THAN .-.-_-- TH I S N0'1 I CF . IT IS DUE TO 1 w t ti r 1 Gz 1 it � II r � - Ir � �►'G' !Z '! f'�'>w►G �• '� 1 ,�}- '�'C f+ ' P." h.'t`' ' sof co 'y r'' Gr 100, 1 , { I E i i �--.--. or*-r Ito Lil !:1�111 �� 777, 1 '� I f�'r YV � 3 Co yt• �K i vc� I N G1 � � � i it 4 J r i R i' I 4 OL L.. Ll TRUS40IST 0 CORPORATION _ l DRAWN CMECKED REVISED ORDER NO.�-��Y {•t") By DATE By DATE By DATE _. - - _ _-- SHT. DLA PKH M sla w 1 � 11i � � III � III I � ill � l IIIIIII I � II � II I ` � i i iii iii � � i iii ( II iii iiiI iiiul , iiiI NOTE . 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CA.N Qi,w jvi I'A kV-11-40 gITL ALL SPACES MUST BE ENDORSED PRIOR TO -- .:uN,pElc �w,NerlslS ISSUANCE OF BUILDING PERMIT - - � 4 fINl15 MUCat� �uG�Us-- PLANNING DEPT, APPROVED FOR CONSTRUCTION -- -- - ll .. / , CITY OF TIGARD iy - PUBLIC WORKS DEPT. Date L-� JUN,P[�-It cr+INtNSxS _ PERMIT SITE ADDRESS 1Z2-7e,) —r-- BUILDING DEPT. ��. . ..1 ,',�1 B1' I TITLE. � ` 1 r TUA.i.,ATIN RURAL � j;�✓T D i,o FIRE DEPT. - 1� n �, 78 LAMVM ;6r IF--%N0^T 1 Jf`'I I�l.^HyA" - 1 cN AP�RovfD i~o ��� --- G�, , i'x t 'C J Building must be completed �AWERAL COIJTOpCTORS I& u i0 60iIIRAC CITY Ol Y'1GAI?D according to pity cods and (ORS MUST HAVE CITY DUSINISS LICENSE 5 final inspection made before ►i'l'a All N[LbARY CITY PERMITS PRIOR �t`c�`� C' 4 - 101. 10 ! � AD�IRESS - -"-__ __.___.___—__ . Qccupancy. �� MISr �/� CITY OF TIGARP 10 PERFORMING SERVICES. V rr+ 4- Is•1U 1M 1 MMTfN(Ett, lA f• 'I •1c. , -----____ __DATE �G� 4iw 90 5w. -- `- I'A IPTY OF THIS PERMIT .10.IM -�r, , I rr ,l...I: T ON APPRLVAI OF ( AS REQUIR•0 By / mtm, MIDI Q or n000r - _ ••:; film t r 1 1 1 1 1 1 1 I I I 1 1 1INS 46 1 1 1 1 I I 1 I I I I 1 I 1 I I I 1 I I III I I I . NOTE: IF THIS MICROFILMED I I}I III III 1111 III III VIII I III III VIII I III III IIIA I III III Illfl I III III VIII I III III ISI I I I III III 11111111 VIII I III ,III VIII I III III I'I'III III III I�III �! aL� __ `_+I{- -JJ`�__ Ll}V�___-1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL g S L LL Z ITZ Z L L iE >6 8i Ll 1 t L I i t l [ 8 8 IL 9 9 ► s L Xr nRAMING. 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I Q I L I I r 3 3 _ -- _ -•. � � I _ SI-�11 A►4"�,+10"Ald �L P'L.ahl FGR - rC111R b1,L►b OVG2' \ X V' ��h I 1x to (per ZW X& J 6"xU'r ill/##vx.'7V 1/54 ANLSNOR ♦)l01. f ISD•� \� I'h" cuR,d.TaP �r �2 xq• 'R,2 � � I FNM \vsL.l- � •f ror+T 3 'fWi'-iillol,p PC CP V I /� 4 CZ7F�f 2*'4 TIC, ft.. ( ----- _ ----4 _ µ _ _._ - 4�'l�µR.e�t ' R - --t• flJ �SIM�N MO$j L{ e� C �• i f, �; ^,• q 1 ~ T'D o Q O I }L. ' \ I I I I I I I I I W 2 �M"fiIQ,tC.TtW sIICJ Tb&L, r el w ''l', W.W, In Lr41k. � �t��" �� II LGerNT, C9 JT C ir- w" o . Ke�(!C .laltit'T (�00A f�'I I I-I O oIt 11 . o z c:,- d. p �M� I b A,eb. :•? � �i. � o (aI/t1� �fl NC.i A.r�Ifa+rlyT =•-' "� � '-� o ,blFy K 61"SA �p III I 1 mKd*.VO'T1 G*N-OD NOT c -- o ted'*�IoMsa. 1iI o ' momwc' To &VA-0L cel I r , : _ �� 4r 5TRUCTU('\AL NOTE. t� UNDIs'RlRL4EL7 "" ;n �0 FOOTING WAR 7b a - _ �► J FIX oN FIS uNDls '4 �- - ,n, TIJIICtbGt3, :p„ag &D F- D plvaF L 1vG L-CA-D 25 P5f' J _ __ 30 P5 F oM 2000 $. cOlti r�N T ICATGO I.O•e.L.7 iLCb GON S,lTti, .101NT FL-CAC7R LI`,E LC4� 1 G •M-r�vo,l..+. +4 coH7 BVIVT i* tiWTW ahl n.AN -- Ya' I/o �x s�, vVe'y' \�Ir+p 2a ItF er-IsfiNIG Z.UndG II PLR U e). G. �T oLL7�T^IL _ 14 ��TP�IL 15� I�LTi_°11 L. _ 1C� Fo�rn Q�•'bIUN IDa51 GfV I�OK� f�F L1�/d CNU UlcoC L. D SIL I��bsLlee _ bJl�dR. ON �IR;in, UNOISTURf�Gp, NpTLVC f�•OIL- I�L "p L s y-O f WI4/n13.'IjUL `I.N44A- C TON& GON G tt r-'TL - MTWI. sxca 'T' (p, t�AxyT �A/4L•L, 2-500 ISI 3" SLU// FOR 51.Awbo�' ON GPL4,%0r NOICTW ••� RCdioR : A9T/^ ACrI5 c.IRAOE Oso, mXCN+r.)6F. 2'-0"x2'-0" worNM 6aR9 Tb /MTGN µ021j. W41NF' s G+ORtiIp,�5 CF \v4w_L.6, L-61"" 5PL-.10Ex5 Z'1 e7ANR 01A^. \vEl.7EL7 \V 12E /^0_144 :0 GON F•C:''We. w/ A I69, 5AW- L-U/^aeg , bff4.,,n5, i C,clx'S, 0 I 5'r5 lvt,r'S - v.F', No. I 0a,a06. III FlPoiiv►NC� D.F, S�Tor.Ir apRA G,►�.ACE, rIOVIL7Q. 151-OG�IV(j I IpCJ1NcJ FIC.Aj:drrCp0INo PRZ J, b,C' -L7•Pr• NO. 3, pLrvGY7U Sr+F�Tt-►rNC� DF PQ GGx , �'1+IGIcrIEr� fi I?'4015-X o1�R pRa��ll.l�, V w D ;rtA/^C N01 u N 0 No'r Smr-G•I R"I SF+oLL CON F0R/i w/ U.�j, G. T4 6L.d 2S- }! MG.I N 6oLTs A�STin O 30'7 I°ILov 1 t7� 9TON raa.pep cl-rr \V LJNC)IEVNLrM [5 t 0'74-eACPS iN r_or-+-r�,c--r w; wocp x �� ,� alSll '�k 190PAS 0 MIN AIA, M ' f MITtM, IR(W 7 NOW" --- - - -- ---- : +-^--^r.;rr, •n �q ��, � .. L:a •rni.nv,t,,.. ���s �' 31�6�',�'�d! A"G'�''`" .�1 � �¢I4� .:... yt,...,...ail,., .._.....,......,- _ IIII III III III III III III I I III III III I I III III III III III III III III III III III I I III III 111 111 III III III I I III IIIIIII I I � IL.I I�I I I I�I I�I 11111 1 III III I�I III , NOTE: IF' THIS MICROFILMED DRAW IN; IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO _ THE QUALITY OF THE ORIGINAL row ( l 1 DRAW W. (IIII II IIIIIIII Iillllli�illllllli illllljll illjlllli�lllll�lillllll�jilllllllflllllllliliillllll�l�llilliilllllllll` !lllilillllllll Ii1111111 illlll11111i111►Ilililllllll►Iilllllli illllllll illilllll Iillilll�llilllllllllilllllli Iilllllll lillljlllllilllllll liI;IIIII illlljlllliil�Ciilt MAY 21 ) 1990 .�w � ,• d"•4� I, FY.rw__.e�. }. .•nlfn4R,-�`w�.-A1M,,r-'.,�,t y_.^-. I� � 311K.. ww. .rw ..._,.r.. Sx• w .. � ,„�„»,�.#,'w,. .-. •.. .,..... ... ,•��'./"ry�'. seer�'F'.'� N f- �I-Of'E �r •TO DZa- N TO FLOOr E.riEI��L 51�EGI�._1Gf�710►'15 _�� IF B. Interior: -�_ --_ _ ---_._ I'k""'h• fPUo ivaJCi'r zUaxa, A• tr? of Ac-*Omsrlt. fatasulaxd Fors of i coati enamel under- `'"f F�a�'^'V J `cL,� "`s' ZMilsta, t l AgresataAt /etree,q owner and l) Walls & C:eilingss tri.ger-twal•r, SwG•i a• `tar A101, American Institute of Architects, coat, 1 coats enamel, 1 cast. R '?►LIP t,u�rar",a � +� �. fifli t lorAr o Relsora l porAl tiepe of the cowaat for iC04, 2) Doors, Frames, mor%41 a prises, 1 coats enamel, 2 coats. err ,rt r.a10 i sts"a tie A2ca1, .,~Lcon Instituts of Arupitects. 6. Nall Coveting• vial 1 wall covering, tietWA, "Burlap" a4 ate. i 'i1i01.OT�ON Y en It•PsY+vo, N � C. tha,7lti tat OI►Kain all Permits raqulired for proper perlotuagJpla Of 4 _____T -,-- the Work. ------ --_-------- -- -- I QN 1. lollet Accessories - - ,. � i I ! ,,b"rr(r9a0. a/b'G•(rtaG. I A. Towel dippenser and receptacle, bob4•ick 3-368. 2V 61A O t, F%A1116►'V, 7 � ' a ark: woe ,salvos aloOirt , site S. ?of,lst tissue holder. iobziek � � 1 n9' Ir�'el+�saf"iwu and $-i6SI ovaatsso�iasls of an office buildiinq and parking lots. C. Soap dispensers, Dobrick 2-0295. _4 ■4 IttlGL/ti4 Y A. Colo Oeacetptirsn. $•,#.C.t D. drab bars - where chows on planr. .bobrick 9624 x le". r� fi.r�Rs F . 1. fire Zoset 2 N. Coat hooks. behind d4ora wall Mounted, bobsJok 8212. - - �- - _-- T -L ettmpsa _ 3. TYPO fcConstruction2v. y .. a lJI IFi,IOb � _..� + None in Co�ntrstrt b. be Gill V so Zone CSM, D -- - - - -- � �tttsrglt%W*'l 1.wrdingt See Drawing "set 3. T� rt of tial' 'to be bidder-d•siguled subject to review and 2' 06Pi vilsaat approval of Ar-Aitsct. A, . IYI►"DONT, . f.0 CNT I I I , , , � A, SAop bi'awin at Submit for Architrecc s d"rGval wlihoil s;e;luired 2. Comply with all codes, requirements of re7ullatogy agevtleles. wsds�r ap�rec:,�io technical suctions. 3. Sulrsl::t elmtt'l.ete layout drawings showing tixtsrea, ductwork, and i I r a 1 7.7 i. :.`e�tlficcaces: Eholahtit twr'titisataa and gtharaatees when regaiaN P1Pf►.I•% l - ,1.-- -•y-- ------- __.___ _ Wbibr t�iAccific tecklical sections and furnish a one year labtwr 4• Submt,z 2 copies of operations and maintonanQe manuals along with T--I r awe msterials gaatantee.M the work in general_ a 1 year quarantoe covering materials and fiber for all work n l { I I rp.n►� iR. F'Wt',nLsh Operating and Malnteaance Nanshale (3oorioe) #oai the installed under this Section. = ' +a d"Aical and electrical s stems and � y equipment. S. INAI.' Systems 3• 11 Ccatrolt A. )pally air conditiep-mi a spaces within the building utili". N b t'wrkaaashipi Maintain exp irisnoed personnel for the apsreigic rooftop 1mckaga units. Inforsn Architect of weights, loom i I ; tsska to be performed udderseism eectioas. Warctk aheJtl yon+• tions, cissa of any such units. Limit height to minimise r f34ts to Che highest st+an"rds of the industry. l.�s jeotioa above parapet. .n, c.1. •, loses• and Levels% Construct% all lines true, level when Merl+ b. A1., apparatus to be built and installed to deliver full �,r.rp t iNT I aOtaMltl, pltitslb watian vertical, and tease tdt�I r'st.nJ capactiy at maximum efficiency and without oQjosrtioq- Ck Prodratss woad lames are used In the Spa f'lesations to sat, able noise or vibration. _ 4'Rdb e�s�a levels of quality. other equal products will ba accepted. i. 11u�MAitp: A. Note size of service and meter indicated on draw s, as 0 - FILrz mats WWK well 4a sprinkler head■ shown. ala. R-'(wD N �► i ' cru. • a is a4ers b. Fixtures, 'r I I . Apr 8WXvtay site bousdarles fox trtie elevations based on datum 1) Water Clobett American Staardacd "Concord". 2, OlsaFA and fttrplah to Axohitsat. 2) Lavatorys American Standard `Aqualyb". 0 -- ___ ilF KA It, R40ove existing topsoil and any foreign material. zxcavat• fee*MMWmai aV4-Ox- feloetinor sad ilssvUg as indicated. .. s part o "wlt to be bidder-designed subject to review and lilt+ 3. • UCiiitiest ag�raval of Architect. -----�s�-- -�-- --- - i r A. pbtsain all necessasy permits for capping, rernosnl. and reload. 2. Comply Awad all codes, regluiPomeAta of regulatory agencies. � --- ---- --- h wig ofrecis�iag, ubilitios alid pesfolilis work i,alc`apafoV"jape mW �! %hat all products be4c tivs Hsisderwriterl's fabotory cti Cions of the r - - !'•t evHT 16e1t 1d -FH 'GLCJ. : Z>• bh e�»l x aQ•shclsa 1bT1o11. la_• s�af' c+.c , •p _i _._... .411508k } , 4. pavisa9 and SurfacipQr M•w Asphal�f,t.oacrets , 3. rW Mak cwrtificate of approval from the iwspeatioA authority MID .� ' � `' O ' a `� � l�- U. TD gradow shows], or as established by Archit"V bowed en, survey, at 4"Pletioa of the project.. 11/9"nowt S�EG�►!ea v�T i ( i I � owiGN o4Jo w/ 2 rtL.. Ili �I C N Cando, gsavgl base. 2" class C asphalt concrete, MIMtrlMsoc !:o blead 4. FWaisk operatl�Iq sad maintenance annuals albng with a 4• year + COLO Up existing pavtog. - guarantee fox la�► and materials ,for work under stir}, SQetisn. I , S. Submit 1 out drawings show4ir lighting, power. QAo' pho9te layoutg,3 MUM W. L. atp ag Be, 3. I f t *' 0 S9ft OOlta its contra wt, I I \ �i V HT3 0^- IoV1ti1V G4+-�. 1 e � I • � Baia �erL Z"x i2• A41N, Fib 'In _ - wO �Pee 1A.I.6., ;p •pecifitxttiepe Poe deli G�(resp c2�r OWL To I design, fabE Asa t$on and } ;stsA;icep of stattldatt abed for bnll.(Wlsyr. ,� ------ I I F1F,5T rLOOFZ, G fLA rl Carpwntucyt SW Drawing Sheet 3. 2• P'Lq ah CarpeAt a �- , � I NOTE ' r,>rca,sst!.D :iUu� -.Ivy Gt-MANGE -JDE ,s�.x Nut �ix'ruJ[�5 !1. abiCustomlt int grade birch. exposed edge* biadgd. per viN `� f I -- I�s�u,;� xb-44O 90t- 6 Custom select white sixch. �- RRe�i I i '&feet-i14e Nx-3 z�� to sot Z'" -rt ,yTL. .,. �„�+� � L /QudL, i'OIC 2L 4,��►+?t5 th4l* pR'essure M*440 )„ne pMlplsvtre +wat.�s rR�G I I ��.r.! 4 4 .�Jr+-fs a►I -n...a �c.occc „�, '• A r!CAYc a F . :T'll#4t1ADl.te gg OgW►l. ,,Js a oltwb ao.as,� x 4 T s a Clear western red oadak. (Alt. • - " p + ' �- '�► -rJeN's» - i y r brand and taxttoll to be similar to siding. el6ok 1 . r;,; ass+eld Sof[l.ksr ravafl Ina-- ,I, .11rchitootIs apppavel.. -7i /$" solid colon "llasweld". with matching edge en e, dividers. tnlul oat*lers. ` fascia sap twuldLg. Secure tela so14pge „ I _ to ply wooed s haathift# and install alastslianbaeked panels. N. Stain Mails Rut Oak, S48, 1Vl. ease edeas ends, lrat0t,ersink and plug bollRtsd wall coswstecl,io#e, � MSN- EAST 1U�U. 3 IVO/�t K- `V E5T 1VAU.. 2 �'i GP�i _ 5. \Ufa L., 5ECrl C)N I { 0XVIUM 7MUMOxt L& ',b• Z:I_p• 6" yew I'-O' � 'SG�1$ IRW � r(-r�-- � ( h. Wa ll s t 3-1cod att •• Xs Aioorls i+.lf2" N board ineul «19.tt xty roofer). I%t"x '/r' ovr!.R row r N 2. $"6tp Roof + \'Moana• iriberglas, spociliaattoe 420 - fl &dS KC, e714M 2xb j '1lrID wllitpll 'rlil lanai siurla ' aAr sheet. fSk-TUXF F I _ A" /wra>Rsth a, 2 yairc Qwttathtaw for labor and materials, -+-. -- - Z(j ds, b►, as►r 1 cs�e.st s1a Il /OII-RsGEo p 3, la to 1?roof Tiles Perstaroof "Chocolate brown" , I L ic�vau, Ft-d6sa1& 6.&,n 6-4-4 I I - 140 - . --P-v4r w.► cN��kYuG, T I *lip Pat.T _ 4. es , Roof Mtah/Skylight w double dose s eor•� mAtoa TL6 oN l I 1 Va"rL-(worve �-` r/b'crfPRaL� Oyu _ -- �,lo►r+ieaw " . 1 b'J;LZ-Le �IYJ 7 Dw i6T ill& 'f1 ' ga.- gal. cuxb, ineulatttd euro, provision for A�.1,ag. bo P6�T oN Yz ri. (we I i oN 1'i:' rs.ota C."64r"u ?�� 3 attlR Shootmeta I rI I �eul,.a7++onl II - s I"4W 10. I NOL.1Av �srt / OX& �. P. tr+Ecltwlal . area. �• 76 • I I i 1 Ilk . qa 4'e galvanized, At3T11 A361„ with _ -- >ri t (x.25 os.) galvanized ooet.i�l� per AS'PN AS25'.. w w. aI. Fl,os►+G+ , j t �►. wttanded wiatdpsi 44•1 24 gsaga galvanized ASTl1 A841 with A. rtotlMeoltC l vele M 25 404 galvatsslsed coatiWi pore At34'M AS2.4.. oGDaR S DIN(J i , i � ' i --Tb,NSItu+D[)bL TJL I � I ENSU L.4'T1Or•+ O/N � CJIJ•i�V fila OVA A. *SUOMlsic C+moWunds: Two-past palywlfid►, T'plolwl ClfMs� ovaR. t5 Fex-T 1 XJ�. sib 1n dal: Corp. or egwl. Close A. Color - per' AardAitrs•c ao•• i ! f I ! i � I, /� I I �UI� �/�M� � I ' s �_ „ N 5 s "v ttituv per loc:at 6A. I I I ! CILIr e4c-p , •s 3 !-e7 WEAR 91ini�,tC d, I I I I �i- !. +flait* : Einar r i ' I I i f Il! of Is Ga1�INr� _i s Nt l I I cs��.iw 1) Closed cell Volyethylane Foals. "Bathafoam", Dow C%miceal Co. I ! i I ' ` H u i O EA J o 5r1" , 21 compreaable Rod (i'iilec Type 5). I i I 2v4 dii• IewY& A --- _ _ - -- . - Rem 000"M L. � ` I tta st ftenisk shop drawings for the various doors and Rafts called for on the dit4wi011 for Architect's approvalPr4or r/b Arco " r�-Yr� daltllplr)t with xegulatieAe ePplyiow to label requiromants fox fine � � ' I I ({�• a[oma x'� �T w seer C>IL � Poc.L 9C assemblies and hardware. I _ `� or WO.�.L. Z'■41 iIR.eUQ 'KfJ�I 2'K ,/kN, RiblS lam( IN G Z'r ,}' 'r- P16 1� IH , 1 3c 0"14 trims gxede cold••rolled, stretcher Ieve2,stl steel Igistupad D/b pip, -. l.iU►+T Pix IZL4 -TY ram t0, w TMJ 1,0 -t�or}r cD tD, t4c L a-T1c� i F?iOLa17 (31-x• " - -__..---_.•-- "a;�r t�rl► will 's:o be free orate mala, warp or bucks,sei. �'`( _ - 11+� �efent _ _� i _ _ 1) Frames% 16 "flit aneholrs, L6 gags; flaps,. struts, 12 y1►ya' P O14e.0 r,-=�N'a 4'RubDiR pdOL �, _�_ _ - li gage in yaaetalss 14 ylagu wNT,wuO / �b t�Y►1� %;uT slew s eu1aTow a o 91 haxdwarervotnlorcemealt, " s &vWiLr lent'fa ce ap�l led i t ars a. I.�rtf ecfufir Ga VV u Np4tr✓sY/�T y,I-r A �� �{ + s$ �PI'�' r/b bYp � Zi Doctor 18 9lkvo in tieJ"Wal; MPdWmra re�fosclslltN, .��'�gltl�r� oow"e - rt' "o P'u'YwaO's% II-I I. � .�[a I' I� 4. 1111 Solid core point grade !lush hardwood. NO?. t",o rl , - - R +s.aT 5. l�Ito;diatg.Doorst Wood flush palhlai trete w/ wire roRouTrss: 2 o�9.t /. I , a ger 11_pT- 4, 1...--........�...s ....„ r � -.z--- - \ w� I ov swccr•f� tea sit * tN111 sy. 2 x u 6 Ltt'v "ice IbLJc'v. r. IMirdw�tJrec P, .T Jl. $ail i't finish Msdwere sch»dale' 4os Architeet's-sAWtsvMl. h " C'r( s� ILJ _ Uhabeled Doorsc Per 1®PU biagolseaalnts for rehadrrled t1„Ty. 2"�G�f'p� = `_� - 145U1. - I S�COI I0 r _ I��i'LECT�D CE•IlelN4 QL/s���'l Jabal. - F'�o,sTIG e•n.-wr �cQ L_P_ 11-01, C�. gl+wheral t - x4 t4+c�G �\ I I� -- 29:° Obi. T.I L './Y� v.CA Pib . , �-- h� 1) All I,Qchaets to bo Scisl4ge C or A series US 260. SrDfes,aoc�a� 11 Np-1b t6Gi�1lJ7 {,+UI-ITS-/�rr.J, G4�d[�t IC6 -USd 3'It" MX, NGT. F1X1[11�t.S 7 2) butts to be Lawroace State., US 26D. I �__ „r_ - - 140SWNA Kb-•44CO els NCPaA.+- PR02 2'„k' 40-µTf O 3) Closers LCN Smoot pat spray color to match door. 4K6 µsae:. All caber items U5' 26D as required. _ -- _a! * k SrEa�Ns tilrr'S 2. r-VA 2u4 ort m4uA� =oC M K' uukT� 11) A. srautyi 2ayeax. 0ama8NiaYCHT ' -�' " cp FUfZNieN bs-+G�A tsu_sr atc�ra. /i 4��' /L J,(�n.rve+oD b•D w/o d'TUs7 QAA." 0` 4.0 nalh All glass sihall comply with trhe hid st sesMearaink 4s.b N6,pCT.R e_&16blNcO v fOR co�N-rut �gushy standardt. Glavin to be factory or all seat only,. atNc4waLo •res #� � / txr GtUIE tralsh required gaskets,, settLgg blocks and some. �� -it x n �•r al.taetIFc��I� CX�UI� JnM� 1 1 1) P.P.G. Iadastlrles 1/4 cleat latae, (t;,empeced in doors) . -- u viN-�L ws�� eco�a. too 11-0t) 4, IOE 6LILC9. 2) 91trorst 1/♦" plate glees, a ectrol,ytically copper' I 3*1 � covG'c I, ;t R'T moLT backed. No. l glaring quality. . I �' \ �• 3) Double glase4 Llssulatinf siIMts to be hermetically scaled 0 w/ 1,12" air lWaae boupow 1/4" plate panel"•., g - (Color selelatioth Gr✓L';1stt6101W-0 __.-� ,N�JL- I� a by Atch i tec t)I h o PEu r if�i[r� I-T I� ice• p. h 1. diraino Wall 'Ba. rdt us Gypsum wrirecoAe" 5/8", tyre X, at walls "rt�(�vc�oa GOUI'1 I �I i,/l.-Tj SI I 42 clllinsrs where shown. Use wator resistive k+oavd i.r» reetroms. yt � -- J n - r �� S;b'ts�rbp• 2. Asoustieal lre4{t1rleAt•s 40Qylesutn 1' x 4' AustatWhe l,isyiA "I�rrsthrt;a" , u�ut-sc-•\ `•-- : /, 9G�.1.-� I/r. P* darn orRcal �hrdMlay-i,ahyby sstwar US pegat 1' : l's A*raWno vC7•,�•t-Wh _ 3. �iusvu MMt >t1`looeidgr , , . .. _..•. , ... .. `--. csltPlTr- GOVT • 4 , n. ...• ...,.., .. A i,ny#i tX t Vkwls� vinppl gq�Celaa R Ieat es��Ns�_ 'r' U66fX g •irz re $. Yin l Asbestos a9 AirmstroAg Meet yetiitl area". - ��_ C. _RviWflett A N 0. X"ra * Not lhlga�tis, IMts., • , 4. tIM Ir ";;Cot y,.." d �M ita�piwlll 't►l`�y r �yA � `/ I Q� �, --- - s4' ca vel o.c. ' . lift w'a t tt if analis e.•.oto'kav t:�n"^ #V 1111 --- - ^,,`;. .a ' :�... '� '.y 'ca.' Y V I I�.�\V V/ �M+b - li d c'i0,• Y -!4• � i C', � �GC►lr�' '/J'it� I�-0„ � i � '/�"r I�dU I�'�✓r 'TH rrQ1�JFl 5. M;wl 111 t• I , �. al�etoi�t r_a 1_t--I varop� a►slt -' sI-aa�a' ar A (� .-4 siSO�.IG ,hOlorOr . 9'T fi va-cQ1gH 11 , 4Cndkt siding and %arils . Somt-+ttanaprent• iso « _~ot31l t$ 'Olympic t1T�5• _-- � 2) Metal door•, tx'amea, -:; c-2src '�' PLUUWibOLT Plashing. ate ptrta►�r. 1 totltl �p �t -T �, 0 AtH;tiN(Ep. s n metal enamel, z %coats• 5101 I�C� I iOOF S�e I lO 4 C� �' �7� (� I�ETi°t i I a ST�i ISI�.. I . 00 ..,oar,�d` er eill�fripa -_ L. coat erinher, 2 Condi rlAawlsl. 56.E ,•:, I ......� r f ,.. 9G�Ls '1211 • (� -•p• _ _ � s - `I -- c f., piling, Mi M N �F o. No74 w o�� a . 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