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11940 SW PACIFIC HIGHWAY-2
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Mato AIS F_ �d •- -� _ I I IRFD'VC.w STRiP (�1ow-r 16 /�L cw TILT AcQusTN�EIST) - ----- -- a � e / SEE ewr A4 1,h1 1(F-'v�iS' o.F Tits '04 4, i ZX"alaI R:Q� 40&L V RKY ♦ I�I 9 6� I _ I DAIRY _.... —_ . -W i►�t�ow DETr!►1L. AlVERAG 1 l sc� sNl-r, 3 1 - 0 1 I � i COOLER l ALu A«,�,, J l - _ REs+ioLL FLOOR LIME. SEE SNT. A-3 F'oR DETAIL I j WAL.K1*4 CcxZLE1l r •-.. _,___ NCSrE % ALL F1�C?URE:S SKuju (N TW C' Ilox by R�.F'NCa. � Dart' I J NO1'r_: HEALTl1 DEPARutN'r AFP"vAL. ED L %wfz Aft NI.�.C,. SEE SPRC,S L " .` ComTR1 ' FOR Cooa�IMAr�roN R� s�bll � I>� Rt.CZu IRCD PRIOR Tp STAi:T C.OWt-TRlx-110 -, ^ TION TRI -B -� ----,-"--- -?�t� FOuNDAT 1OtJ `'~' Ot Co�,sTa�c.�IoN,. � c? WORK � � / c� t . Awo lmwrr►witom cf A vAy EquIpmLw—r g -� SEE JHT. ly' ?j A'' cc ^ 'a I .� -.� -.� ?� ROOM 9 r i DOOR SCHEDULE � �• 1 �".�.�., I I I o• ta. J I PR. 36"x84 x I}/4 ALUM. SELF CLOSING, DOUBLE SWING, TEMPERED GL.MS, I -- -- --� a • I 3 POINT DEADLOCK, 1050 DOOR CLOSER — _ 1 I 35"x84-X13/4' ; , A _ vo _, METAL SELF CLOSING, KEY LOCK, METAL THRESHOLD, STEEL (_ - C4 - a� � IAMB W/LATCH GUARD & BOLT LOCK, NO KNOB 0 EXTERIOR !; � � + S"3' C�r� F '�O-1 V INY -i"1vE FL.rot.>wa I /) �� 4 n 20�x3,�' - ' Z Lr W.Lb(h 2.4 36 x80 x 13/8, MOOD SELF CLOS I NC- AND METAL KICK- I ( � gROrl Ci:K.� r r PLATE, POWW W ® �— _ r- cJ - ,E•Sc P s� 2 LAC. I Mnu� `p AbMt - .. w r 1 w --- J 36 x80 x1M/9 yt.-'O SELF CLOSING, W/24" SO. OU ER AND METAL KICK- II _ 111 - PLATT KEY LOCK ''Mx80"x1 /8• WOOD � __J SELF CLOSING, WITH LATCH SET AND PP.IVACY BUTTON, I I 70P, TW2xtt4 xxT II _ �-WUNDERCUT, HOLLOW CORE NOTE . C � JEr�ICON�RAO N p CD M 'NVAtu. OI 'TOP OF Coo�6a So,c O Estuc) �D Z4 O.C, \mlev"7Awls+ W GOP ( I - 5D. CLL*A NMC. FaoM F�. e'-4o' . I LP•Ps mE,�,, i - A Iel"fI�pIJY , _ irw000 1 e�r�luc, 81WER1OR FNkSH '��1►CHEDULE ONIG TYP1 BC Li� WAM WAIS CELNG I I --- J Two ' • FLOC � S��o� SuP�.+l�>D � IIS _J..�7 &AE _ J E �. E a ) ! - MAT � MAT MAT FN MAT FTI MAT FST � � SALES AREA [i] �S�h1N HU N64 WA L��-� _ _J Cf ', �I ARMSTRONG " MANSIO4 GOLD SEE SPECIFfCATIONS , f W } Z I I REDuCca �'TR\P UI aW�,1,i. W/50PPIT - _ . o • 069 Fbsr (�Np�cTEp IN E9 Li ), I LOCKED r Z � � W 2 5 VINYL COVE BASE, SEE SPEEIFICATIONS �W ui w — a. 4 � � O rr 1 �. - �_ `70p1-iT FO��Wr 2x :� STORAGE. v 00 > _ U C}7 o©C w a x V w Z � - -- . Aw►'" ZsNPEM[�O 2Z'1A v„�19�A , IAS II ,� Z Z: .1 � O f Q F- } CL ; �,/ FLOOR TILE EXTENDS TO POINT NT AS SHOWN i h w TIP AwM.ZP.Mg -- Oti. ao O •-� x Cn w 3�' PVC3 PVC— c. qXG Pb5 0 > � 1- V a v � a a) a � � � I W� .P � rip 2;'0 s ��P I G�WuSPDuT - �_ O } S } SEALER ONLY I Ips ��rl I ..l►L ( < fn W cri SALES AFS � • I � � STVR►n 1��.�N�� EIVTI�y � -I�-_ w I, j0 .3 O5 11ARL I TE BACKING FOR MOP SINK UNDER �L.A� w L ( Z aco`o) KA.M P UP o F CAu4P I W DARY BGE � � 4 8 _ _ ..._ �. OVi U OMr� z (� (� 7 O6 MARLITE PANELS, SEE TOILET SECTIONS i "" I ._.. .._._.. o �.J '�J �I 1 EY�IAL SO K � ® STORAGE ROOM Q 0 r7 SUSPENDED CEILING OVER COOLER TO BE 0►I ITTEDO9�� LN AV T�REO PaRoOM F IN� I W�. 0 ROOM0 5 0 8 -31r O ALL GYP. BOARD TO BE �r"PE rrXrr 5/8N I � �a _ _.__ I 12' 11 -_ t2 a_ TOlET18A� o INDICATES MATERIAL OR FINISH FLOOR KLA-No SCALE: I/qr- Ij-'o� 8 9� --- F� 1t LET *', I - — THE SOUTHLAND CORPORATION No OA REVISIONS OAT DRAWN tMEE r G a� F, FLOOR PLAN. Cal ELEVEN FASO STORES NORTH PACIFIC DIVISKM CONSTRUCTION My I - - IL' 1035 ANOOVFR PARK WESTL 1 eournuND TUKWILA,WASHINGTON 98,98 604 0 ��) 7--ELEVEN S TORE Joe N0. colwroRArloN PFME NO. (206) 575-8711 TySTORE ■ . OLVMMC SLUIL10111N7 CO. 604 10.►!•• 12/74AM . .. '11rIIIlIIIII�I IIII�IIIIII�I111IIIlIIIIIIIIIIIIIIII �IIIIIIIIII 'IIII �IIIIIIIIIII�'I1I111I111ItI1I11!I !IIIA! � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIllillliltllll,If IIIIIIItIIItItIIItlllrlrltl111 '.,.. 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ELEVATION --- INTERMEDIATE V►LL NTS► , RO RIZON NTAL m bo 1"Ic 71CFAKV, ORr--90h4 AKHIL.L-- CAO1 , L I #.. THE SOUTHLAND CORPORATION N0 Q TE I REYIA101 1 DATE DRAWN ME f ' 1�� EYEN FaMra STORES AEsFOUNDATIONS\_21i SILK ELEVATIONS & - ,.,, —`1 DNA 1) 60 K/441Z MMCL. IO. NFn we[DIVISON CONS TRJunoN i� Nme mwmv W/� 1Mt 3. DQER1VE3JO! 160.*O "K"0TUNWI�,WAHMQTQN 981s 6040 (90 7- ELEVEN STORE � SCT im N AArC .._CAULK 00011PORA"04 Pt10NE NO. (206; S>W» dk OAE �0. OLVROOC R1R►AIN1 CO. fM 1►C1M 1; 4 - ---___,1q,,,,.. .. •..•.r.....- .._ _.._ y..,.,.... _.....__...-•.-.wr.. -.. ,,.. . .. .. _....._.. .. ..., aC:uin. 1_ .:e- •+.., .,_,.=, ._.w• ..,,.:._...,. canei '::4e1'., ,'�'.,.w�ullll +"r.. _- - . � I f I I I I I I I I I .,,,I_. . I., .f,. .I.... I I � I I I I I I I I I I 1 I I I 1 1 1 1 I I I I I I I 1 I I I ' k ..• . . ' , '.. � Ali 111 I N III tii �Ii ��� Ali SII 111 III 111 III 111 III III tIl i1i iIi ��i �!I 111 ili Ili iii Il� lili ilt Ilt tIi III I�I Ili •�I: '�,� tai ili i1� ili ili Ili i1� ili Ali ili �Ii dill � NOTE: IF THIS MICROFILMED r. I ..�...�_2 _ 3 4 5 6 7 8 9 I10 11 I� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO T}L QUALITY OF THE ORIGINAL DRAWING. — OE 62 82 L2 92 SZ t'2 E2 2?. IZ 02 61 131 LI 91 51 t;►I EI 21 II 01 6 I8 L .I9 S b E 2 I""lam Ilnlnnlnuluulnnlunlnulnulnnluulnlllnllll111lnulnniutllttu�Itltlnll�nulllnll111.�IIIIIIIIIIU!�IIUiIInIInIIIIIIIIIIIIINIHIIIIIIWIIIUIIftIIIHIIIIUHIIIIIIIIIIIIlI11111111>JIIIII1111111111w111111i1111IJlllllllllllll�ll111UlIIlUl1111�11IUUI1111IIUIIIIUII 1 JUNE1 � 1990 e OL -___ _--- -�-- ,� ! a s - -� � �.C�IC.+O►T'iG�l C �^ Q C7 y � 1 a i� C V 2 4PAG06 C, Z 1% AAD �avrs�liNc.S ,� ! r J ; �.�II 2 LIQ, I I Q� 6►I 4'6N _ _ - -- 111- _ � .�- -� '' ••� .� GENERAL, AC.To u . _--.-,` - di�ll44A1 10tw es OK Pt.Ait r�t�+ ,� Au. Rr w Pr murpo%ir;mi /1►.►c� .�—.-- - .__ 'L,( � .�„► ----�. t - I .'ai PPM09 OPAL,, PKOdI 1 X16, Ra&VC%A .lU_C r•0K An+cA Gwlkofho I'Ru5�Es OAK. ']_ ,r" sFALs CW A.LL Pry.f.:s,� �� �, NOTE ; U� 6►�lAll. ''�� OiZ, -0 tatJ,�+u - . k. I I ► TsR ��_ A1,10 %40P PKAWIWOS w/ STC47L49AL. IN er-4* A7 u W fL TO OV4W 9 IM 91EW W TO dw pmgr , ' I II News &.a m Ccm p .c AW 1b 1141!l SI IL 44 OW, PTA, A I Tb � � T r � 4 A �14c LC P5 �ALT P Fi�� % / l Jeel.L L#�FAIG �` '1 : ��� TYPICAL, PRE-o o I I I i ' I I i I I I�. , 3 �R ► I i IND«Ar�t�, _ ,Z 6 � FAB � � RUS� � � r � TYPICAL- NAILING "EfAJ E; S 0CTURIIL NOTES: I 4af� J Q0� cL-P Fg'f Map =F tcj�IrL,F.) +T "f' , A _ - _ rr2��7r� S OONNECiIONS: NAIL: COMPLY ► ^UNIFORM BUILdrNG CODE ZcZUI C d �� , -fx8 PI•`lW4dD ��13 `� � K � � DES���L I V E I.CAD: L' LA`lEP AS 5 ►� ` . ,��� 51T� 1 , 347, A•► CIIRTit� dj (j. (� � y- PLATE TO JOIST OR BLOCKING 16d A 16"0.C. HOPE,, 1r ' C -1r-S �Q _ Iw STUD TO PLATE-END NAIL 2- 16d 3, COWRITE OOMPRESSIVE STREN13TH■ REAR GOJ•IEiG). '. L s Ski. 71 2500 P.S. I . -` I !,{� - 0 28 DAYS. �i , 'v a a II I I � TOP PLATES CPIKED TOGETHER 16d 0 18"0.C. ,. SEE SPECIFICATIONS FOR OTHER NOTES. . ,Wv� II)i -• ' ,I TSS To °ATE� L d��� rIL X TOP PLATES-LAPS AND INTER- N I r" U ____. _..w.. __.� _- L.a.�.. SECTIONS 2-16d __jj —�11►► Q� '� ,� - NOTE: COW40N WIRE NAI LS TO 8E KDU ( Y USED 'THROUGHOUT. �` lam. �4 o4 FOIL, (1 00( .� . ►�IA1L_ TO 5u crrs w lod'40mmow _ wtR,l.I -. I t, � `Eu3 To R.e�� /gyp► tts,. %04 D� NAIL C 6 c • 4, PAN& SPOt4. APC It ION OX, 'T't� �A.a�+ s -� Rocs F ® -- / Al.u (�'?'aC�t Ep�'TE F�KA NI I N Gd, F�.W Ii7E M•�L I P5 __ ' ��---==�� ,\ 't't.,• c.a.taw c...v ,,, . ASI_ Ww6(lGrC4�� P P.L. Ep4rry cs Z4 0c qt `'� _ F _ 'Trt(P.- oil ru.l.. P�AP�'t" '�o � e p J I 0 3/s4rP 6�'�P� 'b -A ..�►l�I 1T3. `e A�P 'J ."�,l H ROOF FRAMING FLAN Al�; i - -TW- 0 J nom..ro VAZAFW nil !, C.Yf 4G. PLYW UG�D_,,, GL1t.+�C. r , ` w/�o.l o�'�o.L �rJa wall. ' iii �•Y41, - ! 11.7-U P I IJWA4oe-r -----� f I �I i I I �1.`I vVO Slp l�J a,, �� � I k�'TtZ,M r S�/A F _.-�,X p��Iq p�T Va/A�.l. � M• _ ... p � �• •4 �,� CLCs- ,� OW OVZK I,CL► �. =c -3 . r%LtEVATIO�s ANT, -•�t �. ROOF SCU1 TLE ay -11ALp" I o. 14L — 4. A „,>Q!�Tl' -7%(PIGA L ®1J ' :2TQZIP4 am , C-4AW, • � _ , •__... �.-. SL� � _v Pev�ipr.'IG allA ,t, TS rw J/iI� d : nPOOL ► PK �,`n ��ViNoW C&PA IRDI �A COiJf. - + ' � 090 MA,?TI�AMO?PS�t0S, SSW* no IWT � sij 5�F. P� I� X. � c 1� 15M I / 'a•,. gLa ,I�4 ) �� _: - fi - . 3zes S I MILAiZ GET' ►(,, o� I U► � . v z ILI A. vorp �IE•r1 'r w ria 101 I 41: , SII fo Int o GL C-LE Z u �yw �+ c. ►T�DiIJ..�,Y ply.. TOP t� _., Gu!-lAH Eyyt'�.• . J �.1L int oTy&s,¢ I GEI ta+iG � �C. __ J►J.bC� Ma+I�TLy 9'1 3� TExT'U� I�Tc.I>< ...►�.�AF I:v G•E.IL.II '�h _!,�(t �- 's Jt. 7EC7 e.E+�.u�4 114, G.l.fi►C Cut _ '-c>~ Ai MTAI . ow %+T S-Z, �t FiEll lf'i• . ._ ®2X& 0� SIDE WALL® TRUSS REAR WALLS TRUSS �.� T�RUSS _®�V-E �AN1r,G•!c. FRONT -� PARAPET FRAMING 44AMw ov SPOT SECTION ILONoI►QD S S 3 2� V1 . 11 , S ITS nETAII. 117— 1 r 1 ELE A I A,- .� _ ?VlW000 SAND . 106 , m „ t I OETA 1l. IV Albovs , r f - • � � Z d cls ......- .� ' - Z - - ► K� &.[aCJI✓1 0 At ell, 4. Wjw_IIC All" -To I I � I OF Ll GL, ,--- _. _ �} �9 - 1 _T. rr �� w. .. _ . __-_ . ......._.,___ .�.- ._::.:.�.. r�c>?'c,a� � -ll►.M � �I51PIji .louJ�s --_ --- _. . _ _._ _ ,_. : - -�►• 4L-�- ___' • N ��Pt,�,T� pl�TAl�. Y A ftVZ , ... ._rr_:.^•�, : .:. -_o..--ra•:it_.s�Vy.:.F. .:.:.taar..-s:r::::�j,r• y.-jz,.:Lir-�•=••CC-rs -r. '. .:tt'. - .s.Mr •'tit'a•-L:ri�.:9G.x c.#=^-s:.Aruas�acss .a —•^.sa�,�.:.: s$Writ.,sa+mdsc., aars.'Ipt:»r!a1rs,. «.:{ ;_ �.'Y'�+GY':r. a.i'II'4z' --.:....:. : 'x".r ter- 4t•ycr:. +eli'sYZSA• I-':'T'ae►s". ^tcaQ.r--et.—..--•'+--r _ .-•: - - +K l-►G J TS I JCC i." 4G►� _. �_. . : •- .._---.-. _._ _�_. . . _ . - _. _ - -•=-- _.....__ - ..... .,,.. �: ... . , r 3^- S,rE.Ei... cc*�(sr _. �•�'M1v'`� 1. ��'J�.l..�.� � 'T" (3jAF,D, ORe = K H1LL. 1wTmc_"T' coo, rNt — f THE SOUTHLAIND CORPORATION ROOF FRAME PLAN No o A� >i1AN� � AAWN soft r -_ � /he ?- ELEVEN f000 STORES • .�9:".;. ___._ --fir-_..: �r-:- -z- - - AND DETAILS n�TH PACPACIFIC.mvIsm�cTnmT1oN 1 �. M n L... GA DIF SMAS ANlOOVER PAW WEST ' �3+E.c�.r1-1' IST � P X04 (R.) 7— ELEVEN STORE r e Joe No. LEFT ART OF FRONT WALL - T R S T EL CO UI"1N Y TON Turcwlu,wrAsa'+INOTON 9e,ee _ PHONE NO. (208) 5704711 - - -.. — �� ..-...,. . --___ .._ ..... p .. •RyJW_ .N..:.,". •. •,,, ,-. ';',",::w,-�:i4'e ar. u' . «. . .. , - Rt.i a. y . t - eW •, }�' � 6 '+l�i�� � .,.r •- a .wr.�; .� •� '',''�f"""h. ;ia+rrr; n�_R�.�;y, t r;: .:..y•�, .--- �l'I'I'Itl�l'�I'ISI'I'I'I'I}I'I�I�I'ItIIIIIIIIIII'IIIIIII�iIIIIIIIIIIIIIIII+III ��'IIIIIIIII+III�I+IIIII�I �IIIII+IIIIIIIII+IIIIIIIIIIIII�I+I+IIIIIIIII�I�IiI� I� IiI?IIIII�IIIII�I�I�I�I�I�I�III�t► NOTE: IF THIS MICROFILMED ►--- -- 2 _. 3, ,, _,.,_ 6 7 8 9 110 I I 12 DRAWING IS LESS CLEAR THAN – — - –– _---� ,NIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWINh. OE 62 92 10 92 SZ V Fe ZZ IZ OZ 61 f31 11 91 SI v1 EI ZI I I 0! 6 A L 9 S b E �IIIuullullnlilnnl,iulnulnullulllnlllllllllllllllllllllllllllllllllllllllillIII'InuIIIIIIIIIIIIfIIIlIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIII)IHIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIIIII11l1�1u1.1llIWlllllllli.�111111111111IIIIlIIIIIIIlIlI1111I1111IIIIlIIIIIIIlUI1 6w *09mi oit! 4(Ti)k- JUNE 01990 r- Ll _... .. . __i r-, v � Vit,: - - - -' - - ... - •_ . .. _. ._ -. -_ - . � ,� r T '�1�Ir';" !1tA4'.�R..�,T 1 ,1.. f- sr�- •s-.-i-► , 4 r y , a, II � 4}�� yf A , .a 1L 4�i' _ . 1 , a, z , w...•.. �' 1.', t)5A ____TAIC-22 FASTENERS FINI:;HR`: U'.Ip ' I S P,k C IF IC A T I O N 05A-t STFa)('TIRAI. & M18CELLANl,0U5 I a. Fasteners shrill be as required, of material compatible with item I _1 -l)M BOARD / a. All steel to be A-36 fabricated in accordance with :.v`�(' seventh fasteners. a. Walls and ceilings: shall have a sprayed texture finish before � "Iiiiiiiiie'vill"-- — q addition. I paintinsl; exchpt as shown below. t '1F,Nr br- tRHh.Ml.ly^ UlA 1,. All G/alts toho A-30% unless otherwise noted Provide standard % =3 WOVKMAN3HIP b. ceilings: 61A-r-1 Thear notes are general in nature arra are intended to art. minimum a. Workmanship shall be in accordance wilt, rec.c>gnizeri standards and Do not paint. crtt�ndards for caneitruction, plate veaherr3 under .ill holt k,er3da and rn.tt.s in contact with wood. 4 ; c. A"iecellaneous frarang anchors shall be "Simpson Strong•-Tie" ` trfrde practices. All joints shall be securely locked or riveted (1 ) Aouustic sl,ray texture (see finish schedute) . P I {2) B o•caded (see"finish schedule) . 01A-? or equiyalenr. Numbers indicated on drawirigs. a and soldered to a Weather and watertight state. Provide expansion A]1 wor1K~aslladl be in strict compliance with local tuildtr¢ codes .' , i sited urdinencels. , . a; • 4 rind conkr3ct.ion joints as required. Final cleanup shall l leave "' pAINT1NG Oy$ (")A-,' REINFOPUING STEL?s,• i ' ready for painting. 09A-1 MATERIAL.:;; (Uutchhoy or approved equivalent) ---� !:+lA-3 Ac¢irMFD DF�;IGN 1:,t1/tBS _ a. Reinforcing bare a�hrall he intermediate grade steel ©f the deformed *1, , a. tsxtericr: - . - a. Tot"I soil bearing pressure = I'S(K� p£f tYpe rind conform, to ASTM. standards A-615 grade 40. � 1NS'JI.ATIc�N 071 b o< a x K t�. LJe(ded.wira+ fabric s1;all confor" to ASTM ,+1-185. W.W.F. alic,l1 1,ea 0'''D-' BATT INSULATION 1_ psf (l ) Galvanized metal shall receive one coat t.;alvaniged metal primer F (h x h wl.r4 x wI .4) sinless otherwise shown on khe drawings. 6 i u. :;tud wall insulation stall be 31X11 foil faced hafts: R = 11. and two coats house paint. C. SPissmir, zone (UH0 Iy7b) = 2 C. Reinforc-ing steel sh:sll be free of must, sgale or other coating - ,- i h. c;Piling insulation shall be 5%11 fail faced batts: R = 19. I (2) Ferrous metals shall receive one coat rust inhibiting (,rimer ( rind two coats house paint. i- ret time �f del i very.• b. Interior: ,f •.t, wind pressure zone = 2.5 psi (leets then 3r!' hiRh ''Q psf) n7D--' :tI(1ID INSULATION .n. �,I I 111MGti CP.NPEN''TRY O6A :r. 1" rigid insul;.t ic,n to be i,�atalled on Wood decking. (1) Gypsum wall board: Two cUr,ts semi-gloss later enamel . TbQP0t,ARY FAC.TI I'T1 s 01ri r o6A-t LU BER ^PF,IES AND GRADY" (pei W.W.f.A. l (2) ' Water resisting gypsum well board: One coat latex primer sealer, -•r--�.- 5. . I second coat low sheen stipple enamel . (Pitt�lize or equivalent f �- Ul. Al Cantrectr,r to areolas all rret:essary r,emporary suPt�urta far walls and1 . ; a. Jc�tBte, beams, stringers and lec3r;c=ra. . . . . . . . . .Uocrglris Nit #�2 .c''7n-3 POIIKfiA INSULATION _ floors rrior to completion•11Mlte,vertieal and lateral :oadtr bystemr . ' b. 6" Nom. beams, strangers 1, ('olumnF g r, Fir #1 a. 7onolite water repellant vermiculite "Masonry Fill Insulation" at, toilet areata and 1,1tchen) . •Dolt la J 1 d trim: Pi merited of l stain with t.;cro cc,q+.s c. Studs 2 x G t, x H .. .. . . . . . . . . 0 . . . . . . . . . . . . .DoupIas fir #? (1 ) Insulate all cells of blocks 6 wide or ':eider in exterior walls. I ( ) Wood doarr� an g 3 1 : 1 + (2) Kee }'ROT1rC'IIQh t7� , d. :;goal; ? x A polyuretl+anc sat.ir sheen varnish. Paint frames. GiC..q PA07t;C4'ION TN t?wf±NERAI. •• � . • • • • • . • •• . . • . . • • • . . • +:• • . flougl as F'i r or p cel 1:; clean. • (4) Gypsum board ceilings with a sprayed texture finish shall be - - - Hem Fir #9 (3) Fill every ? caurs�s tl, insure complete fill . a. The ec,ntt•actoi^ shall pr•clt.ect all t.re•e.,, shrubs lawns and all i e. f3ucke, blocking bridging and r;�iRcellaneous• .',..Uouglas E'ir or painted same as wtalls. l andscesPc earl: 11 from damage, prov i d I np kusrkis and cov+-'ring. firm F I r 9? i,/D-4 ,OUNI+ ATTENUATION � k I I 11 FLUOR COV313ING 09C t �i1C-_ a. round attenuation (where shown on plans) shall be 2 thick U.S.G. I ^-•---- � r- 09C-1 FLUOR COVERING It.. ? PP'itfiQNA,L YFOTF:CTI4N 06A-'' .1, i-:(1 LAMINATL TI MBF Jh "Thermafiber" or equivalent. � . Resi 1 cent flooring shall be sheet vinyl roll goods: Armstrong, s, i'he cc,ntrectur shAll pr`ovidp installation and maintenance of they 'A. ,lied laminated member to he IramInute�d from Douglas Fir or Larch Vinyl (:orlon, ring ( see finish schedule}. 1 i , ' necessary precautior►e, to ;stalest all persc,ns on the cote, including per AITC speeifical;tons and cert:ificai:ion. ."� ;'400 pal. Glulam r HF! 08A ��� I mPrnb rs of thy! ueneral. public, from injury or harm, including but not to be industrial cappe.nranr•P Qrar+- � horp nr,r►crr,1-,1, -rrN,it•erttaral OBA-1 GP:NF:IrA1 U. Rubber base shall be Rcppa or equivalent cove type at resilient fIo�rinv. limited to: c. Corpet sh,+li be selected from approved samples. (1 ) laol3ti,t of a i appoArance grade where exJ,osed. Architectural grade members shall a. Refer to drawings for typt:r�, sizes, thickness k frames. 11 1 t g; ppropriate .,•arnin,, signs in hazardous areas. he pre astsined with Olympic :-exile stair► tr individually wrapied. 5PE:GiAL^lE;; l0A -T (?) Frcwidirtg guardrails, warning lights earrnind .lhstr,.rcttons and : 1'. :�+,bmlt 4hop c>mwinga tc� architect and hul)Aini3 authorities. (QP,-'- iwrE>W4W4A+rr 10A�1 "FGTALTTI?S ••1 barricades of adequate heights;. � saY--I�,e _ +- 1 . " ? �,'' Ir t7u� i C. <.I « ' f► ty} : -cites! 'be t,m.t.tci•� �,rtr«F eE+ee. a. Bathroom accessories shrill he Bradley or equivalent in satinq) J GAlt 1• Jol.i'lo �. , . -' 1C-3 A?i 7AC't'NT PROPirRTYf. ► f 1.3 NO !. --Foo .vet►. r t �1te11--Y►s�etta'!ese�h�wt' �,-art a-f it4 -I,#reit I st.ainlc� ,s r2ee1 finish c,r chromes plated ,j I , roe stall. be ml�tnufactur'ed by 'Tho.:-•' :.,t Corp. ata approved egti,il. I ma`�c+�l�� Hr` t� al'rf�nre�tti'-d�tt'-skra -�'°,+L'-Coa'�e�i'tr h. Toilet. cam ,�artments shall be Knicherbocker overhears braced or • tx a. The contractor shall provide all necessary protection for arlincent „ I 1 � joists aha.11 cr-. fern! 150 � previtslcx� of 1L1'iet: :$�`,�+,� � �,� ( •moi-rsl�+fi�,d-#•.3r�'•#ids-4►r4i••�r,i`sAe+� �aAic�s -►�.a��lwa�--t•.y-mew.vf-i�pk�•tes property and •rhe. lateral support thereof. equivalent.. Finish shall he baked enamel finish. U_ ` .1 �. ., •;M, ;.,;� wr .,f; � ► ", Jt, bt5 :at3air,ll not ei )..(V� !asci dei'li;uLiurt UI' l/j�Ci Ut' the wnrkitl_ - '-t4PJ.r.i-�a1--Fw+pip-Lea--U.4444i�"L 1.�r-_•tb�, 1«,ruiw:wa•+�+ i i i rots I e 1 sea. �f� IT'E WORK 02A t. *• ` "; •� g '',, x } �.rF ` f31rovC .iii Ute U.I .G. starxiardx� f'Or appropriate rllaterLRJ luxie,r a torai���l� r. M r s tel 1 be plat K a L,rpr� 7l0 .l✓��t.O,.r'� "; �f, ;�`'►�° 1. ' + f 3, 40 psf fQt' rwf awnber6. ^c 08A-'3 HOLLOW META, DOORS & FRAMES ffi �: 02A-3, dere+.,!Ilion �rrd rc rupee) ' , t0� A-22 METAL CHIMNEY . ., III 1 fl:rri.�li c a. e'onstructiean: A.11 materials used in the fabrication of steel doors ..� ta. t?emove rrlJ ortranic material Ind tot+ _,, ,.1 from under l,vilctinr{, kalks � 170. '�� cnQleT,e �rlgirltoi rig stop drawi.ridT,x, w.it,h � prataft • I a. Chimney shall be #l.?�, Metalbesros with rain c :n. � •K'r � and frames ^hall be free from defects impairinu their strength, J_ and gravel or ;saved parkins+. areas. ""'4•`' ' durabil it and H D, . TJi Series; ,y' 7LL!'s► I i[3:,2 �• ft-if�'tlwww, y ppearance. Doors shall conform to S.D.T. 1Q0-7ti K.D. 1, / ! _/ h b. Hardware re aratLon: 10A-3 :'IPI COTLING WO01? PAHTTTTON �- -I blc cit and, or Shur' panels, aria trretal if•isigri.� , Sr,n.,lies at, , e r{ul,riKi p p a. Partition shall be coil Wt,ll as manufactured by Modernfold, �1A-�i FILL MATEf�7A1, r (1) Dogra shall be mortised reinforced drilled and 1;e r, to provide a ecv*eto roof syste�o I tapped fo New(.3stle, Indiana. Install 3s shown on �,tanrt. a. :7eie' t fill under slabs to be 4" sayer c,f 314 - 'n cr•+_sehatl tacit or `'. �" :TJ/6G; fkaiuf ,L1 .f1tCush all bridg.rw, Strut bracing and bearing soot!, i receive. mortised hardware ss specified in the hardware schedule. � - cleair l,ea gravel or CokN se san11 (Free Clra'nins) . � •. c u , •, ; I - F d. tc� �rovieie? a ccxt>ple.te rc,of 5'ySt.Hrt19. (F ) Doors shall he re_nforced for surface hardware iri l l i ng b. Pariti.tig Lot to be 4" compe�t.ed rrravel.. i i E iPh}F,NT ].1 rntx,I'S; Roof rriesrrs 1.25 dead lc�aici and tappinlq st:al], be done in the field. 11A-1 Fr T .�....�_ c. Top soil rind fill mn,t eri al fcr- landscape areas shall be by owner,. Y ilb%P all ,joists under mesh. Uni.tS'unlfr:� otk1ei-4,e shown. ' I 1 a. Ftciptismal nk shall be custon fabricated wit}, fiberglass liner and d. `'lope all finish grades away from building. . ice!( , � . " t �' etc. , tti8l,t cotmet'" , ORA 4-_-;j t.ZAIG-.A•l.u#O�1W1W.V OR.; ; 4 be ice'` #'p 'd deti ^- pe- r-ee' uiingr-i+asecr�- Mr*rear° ars c+ ed-er'b�.wl�es- l h. FPvs and lett r shalom be by c'M,rch Felrnishings firm specializing in C1?A-3 LANDSCAPING , -- r-, MSS ,xrecte6r Sball VLrgrtee Qart q4,L- Ig da'ecr.ior, of rOoi t,rtL55c . Iii.--- ' FatAcli*4a'd - ?.e -Q,040p.--•1+Asa.-doot�--0040d"4• p---f-of-al e�e.-.- t r , tI11A work. Th shall be b National Church Furnishin s Centralia, ,, ei,. Land>Scapirigz str�l.l be by owner. i�f • t,,,01—event the' trus.` s Trio buckling laterd11y, use spreader ]lays• f; 1.t1' rl& „pr_..1l.irdw:-v- u_bix_..�p.irtuid..by 1RaStA,r4,AturAa-1 . 8- y of r: b. bprirrklina systerlus shrill be by owner (conrdina;,e and verify plumhlnR ' Y'j' I ' Wash. or Overlsc> tPc Church Furnishings bf Modesto,, Cal . Style to be re,yu i re3meents wi th rl,rmh i ngz contractor) .. - ''' d pInvide latera? brae int, a" necessary.. 11 r' '� 1U. ;',E'1IP mM„Lf. shw:l i;d3� all. tru.Uen aft1A1`• > hd�lr bliitr4 �tz�ted .51Crti rcglf ,tt J8A-5 MANUb'ACTURER:, se]acted by Church. 1, . is br'idtyitltr, O�ruCxiri(y, etc. , has bew-i installed, . ft .Iply a. Doors & Frames: Timely, Curries ,_ Steel craft c . I. CU a W011t�,,, 1 k O:�A � t>zei �' j --- FU}tNT.,HING,; 12A Not a>ed. 9q b ' @ 1nXP60$ V= I L t�0aft (1) Panic devices--- --Von Duprin (w/removable mullion) Not vaed. �:�A+-1 RETE ;.. � ` � � �' SPECIAL CUN:>TI1tICT111N 1:�A ► ; An 4 C Ogdl llpd i i tUh ia17i 1! „ 4iee1; 4-r► ,mak {2) Locks & passage sets-------Arrow or Schlage. e�. Mi.nitnum concrete rompresr,ive strength t.o be 2500 pal a'Lr ?8 13ym t t1 ,. ---- CONVEYING SY:;TEM;; 14A ho+ used. (3) Push .4 Ful ] L'lates --Cipro for fautula+ions, All oth4r F' r>lll be Lp psi at ?8 clays. Minimum1. j (Q) Hinges----------Hagar n f" cement content to be 5 racks per yard. ' rr!aximunt stump 4". !`". . i t MECHANICAL 15A (5) Closer:;---------Reading b: Plane b cure all. concrete per ACT cosies h sr.anciards. .4 A (6) Stops-----------Ives I 1f,A-1 FL11MB I NG I . 1: f g *' - a. Plumbing, shall comply with all Cade requirements. c. All concrete .;h� 11 De !need in air temperatures ores above 4C degrees, ►'. j� ly(i ittIeB cytlleri�,:i1@ 1 I (7) Threshold-------Pemko i r tM h. Fixtures shall be American Standard or equivalent. d. A11 footing,s to bear on natural undisturhec3 soil. AiZy variltianf. to ���,� M,r� b. All hardware shall to compcitible with principle hardware. ]. a sal are to be c 1e t h ei d to to attention owe site! l be t t . firm natur., mat. r t. f * VWX with p lwd c. ��' n of the 6 ; M=IZA6 1 -------' . _..._.._ F i c rt;l ass, American equivalent. architect; for crrrect:ive a,stion, ► ._ _ _..-.,..----,.. _. _-_... �. .. __ ._........._. . ._.,_....__._.- -. . - -•-. Standard or equiv i �. iwal . 1 ' 4' 44"� Z I e. All penetrat,ions of foundation stem walls shall be sleeved with i ' 1`,B-1 HEATING 5,�wocx� heathiri�� shall be laid with sand joint : t• ger•ad. a''"` " °e fir' Er. Heating & A.C. shall be major brand heat pumps, with forced .air I steel )ripe. ? ck a1J wall sheaths " " ��sla-44*4t-DveP , slat ng with 2 x 4 flat blocking at; all. ewes. , f. Steel trowel finish alI interso: ,s. Medium . room finish exterior.. l 'lie Pr Butts Ea. Dr. 13B NRP 4'/, x 4'/, I distribution. All necessary equipment shall be installed to provide 1 g. Coordinate with other trt�deF for locatiana of int arts, drains, slopes 7` Nail �; per schedule and drnvri.ngs. min. aailirvg 8d Ea, 6" �ey;c Sd @) 12" fi 4•.,_, 1 satisfactory heating* performance. I I �i'l;rc�n nails. ., :,wy ',, Exit device ( see notes. on door schedule) , levels, sleeves, rlowela, pipes rind other cast-in items b.nd equiF+merit• , �` , NOTE:: + i t' plywood t0 s.liTtlllatwe ,0,y width !lyes than 1 -0 1 Closer lad. Dr. (1 ) Mechanical contractor �htall not cut an r;trtrctrual member that, ,� , 1 Stop Ea. Dr. I y 03A.'•Q Vi4ACt1R SARftT}'sR •ts` . s 4+ p y r' f ' will in any .o:,y affect the required strength of that member. _.�.,,_ t f•'r: ;,,. t ". , 4., . Tt,reahold _ ci b (?) MPe>tr+ossa! contractor shall. coordinate work w.fth landscape cs. lrapbr barrier shall be rninimUm t� Mil. Visqueen or moiestop, or �14 tt pt3A-t3 HVlLtTfNG "'<'' " `+ '' nI- '''' I ' sin+iler. �'W" """" r " ' V� i (2) Exterior Daor y contractor and install water meter & pipes of adequate size to "":��� 'r ';. , �" Kf ��T� ' .4;,r. a. Avildirttr paper shrill be 15# asphalt saturated rlt ot�'Kraft W:P. �I lr ir,:* , ,=. ' •1,.; IA, •,'+ 'G'i building paper ger WAX— d No 17- � !" � ' t': � . 1% Pr Buttes Ea. 1)r. A13 NRP 4'/ x 4'/, I provide suffietPnt water for huildinK requirements and irrigiatic,n a I 0:3A-3 RETKFUkCTNG ;,,. � +. - +. " ' � .w f y;,JL4 - •t 11 �,� i F� 1 aP 1 r 1 . , �A ,.a K• "A`t"„'t , c' ; 1 system. f r . r'r_,� '_!> .,,a: .`h' 'd; k4� 'h'r-'"" .wrq r Iv/[� • , �, $tj�-' <� ,.�'.f ,h`� � , 1 Lnckset. 'V' f a. Place aI.ls reinforcing per C.R. .I. >3 Aruiards. y, r. i'; -, y .1-1 ... ,.� ij'J F �.:, A a: .:w p w f.. �: J,,r'' 1 r I ,� r rt, 'F'r! d .,., ;..` 116A-9 Utt'r'WAL1. :.,. a ' 1: J-,q :"�,;, ,. r' � ,fi t.er.• :s � ,, "j� 1 5to Fit. Dr. 1 b. Lap all continuous, bars 36 di esters minimum. +'' r1� I r, _ ' . '"l.,., ._. k :,• I Threshold F;LlCTl+CAI. 1 A t i a. '/:" gypsum wall board �rherP fire protec;:.I.on is not required. ?' i rya I - I c. Provid:t corner !sett; e Jt ••tt ' _ -� ram raze and spacing ga tiorizot?ta1 getr'rn,. ;,,R. ; ._ = I ,. I6A-1 F:LF.c''rRtc,AL R y ••Irk'. ',»� .�, r b. 518" type gtypE:itm wall board. shall ):1e +,sec! where 1 Hr. or 2 l,r. r d. Set all arichor bolts and dowels prior to pour. •�1" � "� I a. F'lectrical work shall conform with NEC and all local codes. •1 : .,;. .,, 'k+{1` fire protection is required. .ars. . . (3) Exterior Uoor ';' r _ "" `'s ` c. C•yr,surr wall board Ln toilet r ©m>a at7c9 kitchen shall l,e >r e9 "W't" 1', yf�,�� ` 3,' Hardware b Door Mf hLig;htitigr, fix+urea to he selected by the Architect.xy . + � " • , �} t,ji / ;,:`ti ;w+ i. s,� s NOTE:r� " '+ -■ ! 3' �� , writer resistant♦ .e+ Wry:d?I '4r P, . >e.. 3�W1PF�•,•'*.''�� ii� . a �.• ..J ,row 1 , . 1 . .S� . I f ,� /� d. Metal acces fifteS ¢'.al j hP it:';. gyps1%m "metal! 6s t•ip"'c5r equlvd�tdh .1 i (4) Interior Exit Uoor � I (l ) Electrical contractor shall not cut any structrual member that a. I,�:Jr imson y units tr0 be "o N-1 per � 1 Jry to intei-iwliat� ' , , , , I will in 3 way affect The required strength of that member. I ', 1` I 12 Pr Butts Dr. 3Fi Nf F x 4/ �' 4 g �.. I I Exit Devi ce (se . es r :=chedul-e r • ,�* ,Q1pIp01�'i,lcYt7 i}t!t" tb.b@ 'IIU. i.. � c F'I N T Sl CAFt�P$1YTRY OFifi � ` � � '' , Xor�t e r W be type .S arms! gr out to ha vet rru rtilm.trn st res W,th ,a t; 2 &e of 2INQ ! Q • C+6B-1 T}t I M " '. 1 C1'osttr 1? Dr with 3/8" mine:; aw.�11 _grate• I'm :ri c,r trim t�hal l he VGRF, Hemlock, Redwood, nr Mnhopr"ny or 4 1 Step F:r,• fT r1e.1-►.a tired be1N� `'' Q �, ��/ '�Mt Q�i,6i1l� l+R1Cti�D stip" �1 ;i•iMNftB�a StHndtard shapes or `]4S. ! ._.._. ,._..._.-... . . -_.... ... ...._._ ,. . .. _.,� ..__....__ _, .. ..._ ,....._ _ - - _-.. _ 'U) ED .Qr' l �A A11. wbt`k shall oottif'orm to Seretiori ?LFtJ2 t,hrl: ::ectti0ri 41+i psi' the iln;fc>rT.z ' �'' h. Erase mouldings shall be of wood, vinyl , rubber or pre-molded plastic (5) Toter l.rfrkv +r ' r / �OuA-I, I)ECKINC' :21 � 000 ,, Ar fie' ,• at contract,or'g option, in accordance with finish schedule. ; 1'/� P But 1 r, EA. Dr 4 x 4 I ti. All Klae-laminated decking anal] he 3" ATX nominal. decorative Qi. c �j • ... "0^44 'to bw �; 5 Grade � 6);elt QUI, at "Ila11 . �«i'+, € i ckrset, E,a. Fr,e+ie tongue and groove Ponderosa Pine "Lockdeck" with smooth , r 'y„ St E Dr. w rrface and vee-joint patterff rxs manufactured h Potlatch Cor . J (.►6};-2 .uAEIINEh'RY r Y 1 ''` 1D *V 0C pew � #� 'f a. Nide Qf up •'x I .*W lit... ' ' � a. Cnl,inetry ,,hal l lip prefabricated standard grade of reput:ahle mtilwrrk � I AiJ glue-lanninated decking shall have P" nominal width, a mr+�t num ..•� W . J 1146 a ^'-1 r. 1 h 04 `�' ir r�-', ' Qe &� -,i.7A*,at,. t' 1 � Y. ' ' • I 1 11 11 manufacr;urer. (6) rTnterior 11assape ?i r molisturp conte nt of 12`i<, be mr,rked Frith ci TFCO quality con,-rc.•1 mark' } . ' 1 -k�[ 4""'"';p in � ' ' . ' h. Counter 'toss shkI l be high 11 1 i)r. 4 x 4 aria be in rtaidom lerwt l.s of h' to lh' . �" ' E g; pressure plastic laminated on 314 plywood, I/ l'r BtSttas Fa. 3.1 V 4t t,ig ' :�- Ole X "` " �` ' I f-stop 1'a. Dr . G'r.i p 'i:'3019 wood :idhet ive as manufactured by 3M Co. +� "� 7.�MMI'r , - �1. x TIiI.itMAl, r� t�hliTtJltE NRrITFCTI�N 07A ( ). u'g � rc ems.-i.`.`w: ��7ex c. Al,l natIs shall be gblvhnized commons in comformapce with NeiS R223. t 1 ill!'lh iqd ( r r " Sa 'w.. 4 ,c 4 It. All vlue-lartrinateri decking what] be installed in controlled random _. i11 ,,,,� �^ t tbu r r( . "'"!1 !' ` (?%A�1 :;P,Ai,ANT� _OC1�'ati_T t�rz .� J 1. J of r ` ' H. ikaflex-lri shell_ be user! for all exterior applicrttions includi.nq �F 5F; rf,,:,. . ..,rt r onn`irrunrs lc,yap with the following criteria; I � L .* r - .i„ ti , ,r rt e cancrptA er;penesion )pints, t,ncl Applied in annord3nce with (8) Interior Pas agc Dour ( I) Courser; shall he installed with the tongue tip-slope and pattern 'r ~ s TM }I ;.+S'(;;.1 . " '' rnxenufacturer's instructions. 112 Pr t3utts Ea. Dr. HHG x 4 face clown. ;.? . _ 1l ,, " .r`- "a' ", ,,.. � ''+" ' " ` "°" ` ' t,. For interir►r a 1lications wt1ere a clear sealant is preferred Cie erat 1 Push Plate F:a. fir. �r " I , _ ' �, .f, y c,= p� , }� ( ..) !✓feces In the Pike co,+rtse + lave the 'unused tonKue yr 1(� .l yrs, ! +' x E:leCtric J.e r e ; valent she 1 u e Apply Fa. Dr. c;rc ave sawn ff. ,.1 a/ • �,. , ,4.v � . ; 'r`•. G a ,il.icon sealant or ec ui 1 bP s d. + 1 Pull Plate o "I ;�'" „t ,_ r �� "* r:", , l �' `.,r.,+�J ,t+?t 4 i*5.,)1 ,`;,i ' ',414 in aecordenoe with mrinufacturer's Instruction. 1. Closer Fa. Dr. ( '1) All pieces sl „tl be on phorr nimum. � "A �. ": ,� r �; y r s d r •4�, , , -.�, t - r d .S ;+ a :A+. '• `';„r,; ,,;J* -C.• !. r�� u,j4 .: ,. :J '!t,+'�";;'. . r 1 Sto f F.a. D . ( ) tl t• g t 9es I eve fifth ft:h J Qi'�{ ., 1 y. .:ti;., ' ,^ys ►N''- .zsr1 ` . " " A, "• t - t 1 r r 4 A I feces in Y �a Ilse' P vi 1 , , 1 course in y1 N +5, .wr '; , "IA ? WA1'1:RPk Ic 1rTN , �., �.- _ �...,»....._._ _ _-..:-.. ..,..._.. .�. ... ,_ -. -. ...}. .._ . .... _ I it.t e�rme fiat e e r,a ( ) s [ c r s minimum. 4} 1 t Aj �` 'illL ',�,r ' ;,�P � 'R OP{•' ,a' ;i: .r ;"�� a. Waterproof call concrete wal..s between basement fluor and main floor AiLgAc�ilS;. 08a..__._. ( ti) All pieces the e �urses Hnd ery r.hirn course in enol � ��/ Y,., 4�ww 5: .0,41 r�Yt /r 1'' r°ra'tl,,f 11J?AI., with asphalt emulsion. AHI►-�-- Abt1N4111FNM' W7"ii1E�W4'r FIAys shrrl hear n (:') s sFlports mi mum. � � ,)V 11. r`I`A,µ 9r.1. it 1. Y .+., /,%,' 1�".J s•. kp ii.' »r' •. '' w, , � ,�.,, ;: . :r-- Fratnrr, stret be u3f ' }h•pt� arf<er}#xrect •Frre�tt>*t eesler�- �►r h Kach cot se 1.;,1 11 1 end nt b`. ,� +` �"'" ,1. . t� i 4,. i- ik4rtt `}Ct"1er� etwee% ` . �!' :.fit :,.�, m �. f k A ,. , .L. Es '9, . � q+ C. I ( ) ( ) ] n supports maximum. T «r, f, rzt At, r a+ , �•" .1 4 ; . 1•,,,, '4 � :�'' l ' ` etL . � . iti ,o- ► ' ' d i V 6 � ;}+" �, w, . 1e ?,T•;, r ,i , 9 .M *�• • y. +' Ri)OFIN6 0711 #s4pe € - rterR�1 Jr assess. etc Ic,iA in Adjacent coarses rhall be 4 , *r„w,� i„ K I'' .:rya 4 ti .f', I.r` , > �rY .rfiA� ( 7) rhe cl l t e sen ens. i' , � , �,:, t.. .« o o , r' , ; $ , '". 'i."�,r k} x +` ' !` hV: 07Ij-•1 BUILT UP ROr1FI,YG ?' m:i 1,+rft:m. ' � . ,., .• ,« n r,:,l a. C ostion bus]t-u , roofin wi mi eP n d c t i�H++-,�- WF�lfl- PlrA�4 _ I R he stance ketween a ioinc.� in courses bees 1 intervert res` _, µ ,rrc t4F �; �-� ,� r ,, ��ql .;n + moi? F K th neral surface cep sh t . tl 1 aSLi _ ( ) T rig( ) Ing; .11 1 °: .I• may , x� , t . 3'^vi ,r .,r . w,,�. 4, . o VJ I :. ," gipp,(., ;,,. �.,>4,¢» ;N�+; '`'1"'t' jr,t., -., IIBIr lahAl to comply withU.Li.C, standard Na. ?-7. ---Glia-mot-ip-�rc><rd-frauaec•�kaa]l-bre-•r r--raYwwn cin drawings.. t c<,lu• p shHll he 1' xirntim. ,, .I , 44' .N 7'•'1 C If 7.. I ''+ t " _ ' t • '� `+�"} {U r, r} -� ") F'nd pints in same line shall he separated by (2) in ter venin '+. , " K:;'' .•I' t, 1, y I( ;+. s -:1-- NhkM4lfdry'fl+3t3Ff- OfiH I;LA'l,ING I cotrrs irtn. + I ". 'hg,.".r0 I ., • _ tit'!!+• �, J. fv ,�� r•t" F' g YF ) _ , " . ,r , --es,----I +�I...c;*eodee)-, ri+cre .---- 1,41'.4-401(t a. Ineulatin_, lass: (T sisal unloss l'own otherwir, ) . (lcr End joints shall he end matched. I Y x'14, y. a. i,Y' .f`r ,,, ;' I rte. , . (1) Gras®-D.1,.A. (11) Nail with (?) 50d common RELlvanized face nails each course each P y %, N, ... i;'t' .' J,, ,.A j :.- 7- a..1 1._ .:?'. .1 ,. 5.,. u ,.'._ ' ., K.• . J J 1 ` ,.,� ,., ,, ta,., s N f' y'.b."r iF a »', t :x.";- $d r 1'' i►► h 1 li: i 11% ,, ,,, . , . •It'', t'es. ,,r.; , . r�•`r: , �,'""� :. , r. . , z ec;.•. +'"rr�t_,:r :1ttr 'r (Z) Thi cknean / j ,tpport;, lhd gul vani2ed toe nal Lrq at o. w n .4 'T' 1 * ', b I ,.1 ,, w' '4, " y,,•G4�_ ;,Fits:• _,fi..,, wJ, 0. .1 • r. G. ... .•:,1. �i '._.'�,,' � - a common 30 c ee .r ;� r- t �. 73, �• :+�: r . _� ' ^ ,,, tol p K rirated by courses stage; q I nails 1 , a'td using "' ;,r j '"' (, ►. 0- _ 217 Nr IN .. i I I, o t ass h p ,. �, . y • s `.�. s°t• r` ;',� p , S rt I. , rt" (3) Tye seal hiatal t and and so ,"' erin ad scent rows c+f t''1 _'" y," 'e ; +„ ;� », a. L,i + iaidin rebel ! be 3/4 x rsidin ( 're-st.ntn ;:;' deb drated tifr space. additional nails 12 on either site of end Dints. , ,�ry.�,„�, rte,,' ,r .!"fF �. , -„'r, '�p¢ l +' 'b y. • .;�;. P , r i v 'V..►h•, f K K• p ) i.,, ',4 I.'.4� y f I r rP� 4 f ' ' r3 5 "t' t ",,a ft , � '`. �"1 ,.;Viii, , I I 'Yp � ►.."tc �_,� .,r- 4 -•t y. 'ki ,�1 f►�•I x R,�„+ �°' -1�,- ge to-err ae�-- -• + P1ra-f4.4te _ #el_ s,,; : , .. �, b. Colored Glass: (where shown on di"awing=s) shrill he sinlgle sheet gl ,sr (l.'') (;toe with a 3/8" diameter bead of adhesive on lire torig�+te of 4 {�' r'1 a :O � , I' t* ., ti 't of+t -��v?�!e`n-l-virtrTiln, rttvidttr - 11 edges. or plastic ae permitted by code. e.arh coiirse with 2.f, glue lines at 4 o.c. I t •",•'r_i.-! -.�-'':z 'L',. _X, . , , ,. ..,. Ar .r. ++1-.- 1,•n- '• 1 „' ti t.,. - ,. tt'lr+,E, d A;'..Y - ._ - r -• f�t. ..,,` ,1 •• n 1^,;i,, t'..k"''' ! i,,. .+,�'"e. ,�,, ►a + (a; i -41)----Apply aua1aAL__sL all ,►infra ,►nn_,e.dMas _.__._.. ,err ,,t 'I;.. c. 'tempered Plater: (where reqs+fired) shall be Tuf-Fax" or "Nr.rculite" e. Prate t glue-lami.neted der.kingr irrnn the weattler after insta.Il:xtion DAM so �/, , eC ,i,; ' ,, r . , yr. 1 M,('qo ' It �1'�'.rr..M1 . '� 1 '., `h ,uw :- r- ��� �, �� ' " � '. %11 thick. .1 t -with s writerproof covering until installation of final roof coveving. FLA LING _ i e where shown { SPH��� 07C y ( on drawings) shall be grade B �a�lb .e ' ., ."'•`r1, , , II �,gr. �:r � ^ • ka 1.r, Y !4 Hi.F:T ME?TAf,_....,.. d Heavy sheet: r� ", 07C-�, ;;HEFT METAL ', �'. ;44, `i1,> ,�•:' •i r , a. Malterialts sha)1 be fQr'med ref minimtxr+ 25 !�afde cold rolled ,sheRt bte*el i 1 . 4 r` ,�' ,r �° 'J �' •*Y .- 11. contttining� nut, less titan 1 .25 Oz. pt�f "Commercial C1 ase" sine coati.nq 1 '1 ."I, s'�d `M' '� ',. »: ^ LY.,. 1 r,l'' , ? r. OCnfni7•Riing 1;0 A;1TN A ri?_5-f;7. i . , •' � 1J ,r ~ 4 1 ' r "' t lots . ► . _ • ► r—:..*.iw. ....r ... �.... I G.: , ; , .. , - ..:.. _ ...:.� ...._ .r'Jtf►�/YwI�NMa11�1lIM,rl1!! I r - »' - ,�- v•AJ,.RI',':fk.`.J=,.•.,.....*•..., ...Nr.tN '' ...'7' �*YW-",,. 3''W r ^ , '1 1 1 r•t t o I I I I t I t I I I t t I I Jill t I I 1 I I I r t I r i 1 1 I t 1 1 I t 1 1 I 1 t I 1 1 1 I I I I I I I t I'' III I t t t 1 t 1 I I 1 1 t t 1 t t 1 1 1 I i 1 t t i 1 r t r i 1 t t 1•*0bn -- `"""'_ - 4 . 111 � 111I111 � 111I111I111I1 � 1I111 � I � II1 � 1 � I � II111I111I111 � 1 � 1I111 , 111 � 111It1 � IIIIIIIIIIIIIII � I ) -7.• , - NOTE: IF THIS MICROFILMED e.. .---.-I---- 2 � 3__ 4 5 6 / 8 9 10 11 I r l DRAWING IS LESS CLEAR THAN . __. -_ __.� _.__ ______- _. _ __-_---_� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. --j OE 6Z 8Z tZ 9Z SZ bZ EZ ZZ IZ OZ 6l BI LI 91 'SIII tt,I EI 21 II 01 6 I6 L 9 S b E z 131NIM 1 1MIIIIIIIIIIIIIIIIIIIIII1IIII[Ill nnlitnIll Ill IIIill ill 1111111U111111I11111111111141111I111111111II1111IIIII1111111!11111111111111111IIIIIIIIIi11i4iiiiiijillI1lililIIIIIIIlIIUlllijlIIIIIIliliiiII1111 ,,uiI1111lt1tiba11111111111111111111v111!(11)IIIIIIIIIIIIIIl11lIIIIIiIllIillIIIIIIU11111 • _ - -.W%*..•_ _____ -_ - J1UNE 1 � a9a ,.h .,,,,- f •. �'� �-..- .II. ,��1�, :.�... ..�-9- .., .. ...,*r,._ .vs�..-.n•.. - •�.+.yr.a. ` ..,�.F. r -�. ;1'N4•,r'r� +.wr+•�.+-.-..-....-:s��l ."S-'^".-r.^l..r_•.-y..+a,r_..7�'......., _.�,.,.-••Y�.�_ `!.S .' �- �__ .-„f.-.”_ ••rte.+.._c+. _ ^I,' r..�_..__-�.....vw,-..� ......-.�•. _.�,......«u,..._ _+-�.. _.._.. __•••► .. _-_,r., ".��•*.•..-._ — v „w --. .. ....•w.. . ,.. :M �� '•"•:'. ... ..•r, ,...•... � /' ,-' 7r 1. M� �.~ ^�� .. r'A• , � _. • 7_"7RFn p _"11"v-�"e7!^.•.'. .f�. _—^Mt..`••"',� •w►_r-�`R''1"'�!*r..' x.. 'T^'T' •""'.+'-f-•,,�y�.. "Tr'F_v. ?r''•• -. .a �� �•:1. 7 r . . , •�\ • J/� ter- ! •�•• , / �� � .4'?�' x� C it ✓ 0 rip r 1 ,� ;w �- �-�"-- �-� !� i' � ',���.� � •� � � ` I-l.�ttil t�l�. `a�� 1 i 1 � ��� is � 41 IL f \ EX• REST. mom ,l`"v Ext MAN dr 7 AN •+- ,�P a Pl. ,\ . �.. \� i % � /•+ 4 / /� I F ... N RX REGI. 1 / / r�. _ � .. . I ! !yr 1 -'� jI i � - � ' � •~• ', �< �+ -..• l e i' `t 21 � ,� �. � .. �'' o_ ��` ! ��, /, � r � `•�► mfr silo / d EX. PAYL688 DRUGSITE PLAN 4 f APPROVED FOR CONSTRUCTION too 2ti' I 1TIE CiTY. nF 11GARJ 19 QO -,� 2U_CQ-.. A'R`E ADCRE�'S*ny iw/� ' ` § �'��• - ! EKY - ----Ttl LE DATE pf'I,I ;urr) r r , C0K1STRUQ-f .N �' ``� �.- , - w o w>Dn ra►u CITYo r10ARD i l a r 1 1 , • l X11'- �?r,111 ^! ♦V e,l l'-` 88_._ 1 4- MTE .. +A Ey 7�a I „ i .. JNySf' •'.�1'��i.. 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'r A ,�j 1 I^ \•'♦ ✓r/ ti� ® I I 1 /VG... ai v /-1 ,/ / - � � •_ 100 -..• ,'-�'-r' I ,, .. :...,,, -� - � �_.� � ,� � ` _ �. 1 �^ �' � X11 —� �' -� ��r�-� �= `\ V �� - o t►tet'�� 1��.., 1 „ /r � , ,,, � _.. •• � � -�.-�._l -,' � .�. --��'� 000 9. own lot 010 ' �,�t+"�4:% .�„ /'�1'�y.-~+Q` �• fJ( . / ! 1 t �,� �--; r .. i r , I I j � 1 i � t �� sy 1 y✓ "-.. , � �• fit\ �� � ..� � I ��1..-•..'^_r ••�'r+.'' 1 ! I 1 r �,.� V��„-. Y T'' ff r � ,�°•�X'r�';•: (����"r�:.f ` � � ��/ .• .�sc-..c �.�t• ' - � � r tl c� ! t i �r e �.�'_ �� ` J ` � r � �� \, `� { I � .-.._—_- _ _..___.. -�••-a(�r._ ,.•• - 1•-- ci � � DAT Dwft Ilk F Ic �. I TPL AN _ ! , ��•- ,... �� ,' � ` 1 , Oaq Hill Investment fA&ft' f= 1✓T 1 h4 _� 9ft+'Aif1IlT . �(�, � � Cornpa�y - ;�,• S E w 2 9 198E n 5O Iia �/ -- •- 1 j If it H`)k- `�"�'•''I•i.-' 11 �t"! 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NOTE: IF THIS MICROFILMED ►��1 2 ._ 4 5 G .7 PJ 9 IO I I 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT Ib DUE TO THE QUALITY OF THE ORIGINAL DRAWING. --- 0E 62 97, L2 92 SZ tII2 E2 22 12 02 61 BI LI 91 .SII bl EI 21 11 01 6 Ii....1..'.1� � 9 S bI E I"■• ' 11IIItn1111u�un111n�11ulnn�nullu►�u1111111�IN1IIIII11111IIIIlI1111�11JI�1111I11NIIIIIIIIIIIIJ�l.�1fItIIIIIIII)�IIIuIIIIlI111JIIIIIIIIIII}IINIIIIIIU►1tuIIInIIIIIIIIIIIIIIILIIIIlIII11III11I1111�1111I11lljtJllilll!►tw111i111111111ll�llllllW�lUI11111111U�1�111JII1lIIIUIIIWI! 1 JUNE � 0 1. 9 .� tL� - - 'I tiJL�- c:l{... __. _-._ ' ! ,...--_. . tom+ ��=•�•. ___._�...._._ y ��l1./► �a�lc:lo. ...,......._�...._ ...._....•.,,.,.._,,,,,.,, - ,.�.....,._,.. p � tG1' G�ho" 121G�_ � I' � E �'�''tcf` � �. ��g • �� GSL - -- - �Lr 1• _ �', '` 4 Q V-0 I volt. vwcx� 0% 1 •1� ' !`� 1 ti u _jc4■ PIA/1 .• Z?` ' S f 1 1 •' C+jDT6�• i I +�,�► t;�-yt'_v + 1',�,c go o %Qw �.. p ��c P I�- ---- . �' •�- -' bN R �..,%P!s11µ1, ` -_ _.► . -'4 •t- v! -+ -1 --A :.. 17. _'_"}' � --.t --.--------- , I � '. oil P I �C�C.1�D. bF.T. r.�i..L1J'�i�.1 0 U W C:�. �►_�N 'y � I t o 1 � , 1/l•�,p Imo. �y,,��//to d ' dj `L', I I CnWG. ' 1 +�is.r, " c�N N1". a nc i l dT 4 FAL P T f 444 ti"�' ,C�' , G; 1! V.! w.t�l V4At.1. ! * , n N u+p '� , ,. 1 s� iz x I ----- 5x�-� ¢. r _ ate , trail t�U* "'V 1N �0_ [>.G. s f j _ ��1 1 � ♦/ r 1 A ��0 ', 01104 ' K � r""' vn IL y E � �.. 1 K ,_.__._ r t ;. .____� /Q�� I f 1 } :f - 1 �!^ y,�..,_-..r:.-►•-_._....... H �. ; I! r� ... Gj .�G' .{ 1 " r -�_.,_� P . t1 �r • T ' ' !' R- C 2-M4*'y a 114. FO,LJ W 0. (1 510PZFMJ4T 'L 1A ..... { •.i M t w0 I�� • t • O "Art; 1✓lo,ld•T!� ozi Cov I�'4�- ��� ___ I '.✓ 1 _ e .. .� ecMw �� WA" . Mr.,Kwonlm or L4A -- _ � ' ...., � J `,� _ ._. _. _ ,. __. .. . , , >n ......•. ,, i. I • . --�� �,, �- �--. to �- lip TP W 93�t I I..oi-sem t�-u M Orq, ,5'p�e'- + S JQ CL : \ �.n C.c�>ic. �t..4t�,:.Rte►+-��.•` __..__-_ + � � �-''`�' �' �6` - C.� coli dl IL vt ' � jr{ -� 1 �•- —) �-� --1• •�-- _-� �-. I _. L T - __ -..:- ', r- ,� . - _ . ---_....__.. .. _ _ . . _ _. ._.._ ...-. . .._ ---_- _-----_._.._ ._ JUJU;,tr4, � --� Ls.t t' _ fi•ck3Ttt-�Gr�y' ��ll►�►t-.l.- r'��'t" •��.� palRJ�'� l..lhl h..�'YL.P � ._ ...._ WAT;N'�: 1AT13 (�acYr-I► v riv tivM C0611l ) 4*4 t I�[•aC,' 1 -� a4F'1..1-5 UWA-A P. 15 L.a pia � 111 %* &w. - t 1✓�'rY p0 R 0 �tr�. ►H t a ,r Yw C.4N_.R. ttom; �e T'tN.tc'►* , u►.tl rtc�N WAS - a Z ' r P. , 1 ?j c L o�i '1 ,illi 2�tr•I ',A M ®�►�� fit is Oak Hill Investment _�._� _.._._,...._T.. .___� ___�_. .�___ _ _. ._�___._....., .__ .._.__._._. .__.____ . ._ . �.____ .. _..—...�._ '.�'�._�_ir__._ .�.. ___.___— ___ »_ _ ..__� __ _..». _.—,.... ..._. ._ .....�_--_— _ _ _. _ _ . _..._.,»._• ___..__�.�_...__.__._._.�,...__. .a ..�...__. ... _ _. _..__.__ �� ____..» Company OCT 14 1989 FOU " DAT10" PLAW 9e.,,Aod %441 . 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GiAUGIN \� 4 a s 7 jTR I-11.►F V% Z____ P{IN I a (OM ROOF F j - i VALVE AT FLOOR �. I 2-0 +02 NO ALE v SLE v. CNECk \,IA �ti -/ -RE._IEc VA�.vE it 'T ER c-vj rq�Dm M I IFW- Is USED r_ I TO E F L✓S M01 1 NdiE: TNI 5 !n?''ql! 10 CcT 1C1,iG'�LC1 — •_ ___.. VV I TH WALL NL`( W141W R9QU1RW, I I 10 FRESSURC' REDUCING STATION PLUMBING PLAN �+� NO SCALE z'CM%N. � SCALE : 1/4-- 1 -0 F�ooj�c •�"; � � Cl.�1CKCTG A K . r t..�,,�./►WOUT NCcWw� Tc�► �Iri Gam. GAS/ COVER DURIN- CON5T, CAP/COVER �V.iQG CO1AsiT, �i„w.� I R-'1514 C.t.VA►iVE N��NoLc FvtAu&4 U0(";oL L.I O w r v% "5" � FL00R OR 6�'�AL FLlJ01�� a: �a►,x, Sa.�ECP OOP DRAIN DETA IL. Uv•1 4... Cubow ,�1 Nr ER6E�.'r�o W NA 2 ntw A+►.cc>, u, t-Ah” 4„ Pv� NO SCALE (►)�ICPoaCZ)g5° 4 Pv �--- c v .. -r ANOUT DETAIL 8 PVC END DETAIL 9 PVC INTERSECTION DETAIL p-2 noNO SCALE MI MI - • ' - NO SCALE NO SCALE -•_� � \ �' , �. �a I C. LL MAX NOTES � j •. ..y (PD- SEAT WATER (7.0SET, CLOSE COUPLED AM. STD. : 2122 . 448 1 . BASIC SANITARY WASTE IS DESIGNED FOR EX1T TO FRONT OF STORE .AND COVER CHURCH 5330. 022 WHEN REAR EXIT IS REQUIRED PER SITE PLAN, DELETE REAR INTERIOR 'C{r� CON oo I iN ,Y;y,• CLEANOUT. INSTALL INDICATED ALTERNATE CLEANOUT AND REVERSE �! 1 -I 1SANITARY TEE CONNECTIONS TO BUILDING MAIN. '• �,..^a .,• P-2 "LAVATORY, 19"x17" AM. STD. : 0321 . 0..6 ®r- ( ✓ TRIM AM. STD. : 2103 . 703 CP �+ 2 . HUB DRAIN (OPEN HUB OF SANITARY ELBOW) IS PREFERRED TO FLOOR 3 J SERVICE' SINK, FLOOR MOUNTED FIAT : MSB-2424 SINK, BUT PROVIDE FIXTURE D-3 WHERE REQUIRED BY LOCAL HEALTH IOIJ ' �\ �• V -���,� '� g,M 1 ISP HANGER FIAT: 889-CC DEPARTMENT. l ` C'u-1 � 1 TRIM WSTH HOSE AM. STD. : 7593 . 1484� 3 . AIR CONDITIONING UNITS ARE FURNISHED A. ------ -<%' I AND INSTALLED BY OWNERS 3 � � e�'ti, , , P-4 SINK, 3 COMPARTMENT OWNER FURNISHED, MOTE 4 A/C-CONTRACTOR. THIS CONTRACTOR PROVIDES CONDENSATE DRAIN PER 1'� � ��'4 E . 1 ., r eroa c D TA I.. /M2 AND TWO 3/4 N.P .T. PIPE P LUv S . �' ,� ✓ 7J yI , 4 TRIM SAYCO BRASS : 123 � A_ Q�� Y-5 COUNTER SINK OWNER FURNISHED, NOTE 4 4• MECHANICAL EQUIPMENT ITEMS P-4 and P-5 ARE FURNISHED BY OWNER. P 'TRIM SAYCO BRASS . 113A CONTRACTOR INSTALLS UNITS AND PROVIDES TRIM, GRIDS , TAIL PIECES , G�5�E1 � PIPING AND ACCESSORIES . R� j P-6 FAUCET, HOT <L COLD d AM. STD. : 8341 . U75 5 . INSULATE ALL PIPING IN EXTERIOR WALLS . a MV'dj4• N r _ , ,jt&210J D-1 FLOOR DRAIN, 2" JR SMITH : 2010-B D-2 .JFUNNELL DRAIN, 2" JR SMITH : 3820 ^� 0100, BUIL.DIN6 SHUT OFF VALVE MO{ LL. D- 3 FLOOR SINK, NOTE 2 AM. ST 7 - —� �1V �tE 7+ ' '(1 DE OWN INTERIOR WALL ANO LABELED, D. 765 . 035 �� �'RO�'r 0 IV6� �N�G ►� y����0�^ CONTAr-T OWNER FOR LOCATION GRATE AM. STD. : 7767 015 F y 5 G0 f � L � R �OC.A, I N AFPRDVAI) HB- HOSE BIBB, FREEZE PROOF JR SMITH : 5609 1O PLATFORM DETA K. (146foo N1 �Jt� RL)-1 J ROOF DRAIN, 3'' JR SMITH : 1010-RCaoqdle. ti MI.. ° PLUMBING RIS RDIAGRAM �� r�WH-1 WATER HFATER, 30 GALLON , _ z, 1600 WATT, 230/240 VOLT WESTINGHOUSE : TD302LCAX F- FAN 6 LIGHT UNIT, ROOF CAP BROAN : 4C378 THE SOUTHLAND WNPONATION NO DATE REVISION$ DATE DRAWN SHEE t V- ROOF VENTILATOR EMPIRE : 2C531 ��� �ih• 7- ELEVEN FOOD STORES ;� MECHANICAL PLAN - - NORTH PACIFIC DIVISION CON8TRUCTION I p � - CD-1 C7MING DIFFUSER,24"x24" TU'1 TLE & BA.i'.:-'RY : CR5000 tME 1035 ANDOVER PARK WEST 08 140 A •OUTIItANO TUKKWILA, WASHINGTON ae,M 6 0 4 0 (R) ?- E l._EVEN S T 0(�E CV-l. GATE VALVE ROCKWELL 79-053 OMPMATION PHONE NO. (206) 575-6711 STORE N0. _.— _ "^,�. ..... - ....... ._. ., ...... •.- n..... --•.. -Mw..:►r.. ,.w .n� .•�_ Yip- T+,. 'f I1111���1'1�1�_�IIII�IIIIIIII111111IIIIIIIIIIIIIIIIIIIIjlllllll(II ��III�IIIIIII�IIIIlllj1Jill p IIll III�IIIIIIIjIII�III�II11111�IIlIIIIIIIIIIII�IIII�IIIIIII�II�II�I�III�I�I►III�I� r ..... . r NOTE: IF THIS MICROFILMED i ( 2 3 '4 5 6 7 P 9 1'0 ( ! 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. - - -- -- OE 62 BZ LZ 92 S7. bZ EF ZZ IF OF 61 RI LI 91 SI bi EI ZI II 01 6 I9 L 9 SI- b EI a r1111IIlIun� ulllnllul�ll"11nulunlnlll111111111IllllIIIIIIIIIIIIIII�IIIIIIIIIlIIIIIIIIIIIIIIIIIUIIlIIIIIIIjII�IIIIIIIIIIIIIIIijI I111111j111111111jIIIIIIIIIjIiIIIIIIIjIIIIIIIItjIIIIIIIIII�iI!IIIII�I11111111�11111111111llWllllllll).W�wLI111:1i11111�IIII�Il11U11Ij111111111jIIl1IIWjl '• JUNE () •�. low Amp -1 too- 1. GENERAL ELECTRIC AIR CONDITIONINC UNIT BY HVAC C09r. 1 DUCT FOR WORK ROOM HTG/AC PROVIDED AND INSTALLED BY GENERAL CONT. 0 � At •� A1ttJ _._".1 �, d v1 -- -~ r - ( 3.) STILES ROOF CURB-BY GENERAL CONT. STILES CORPORATION, , low sc-1-A CONDENSATE DRAIN LINE, TO TEI;MINATE AT FLOOR SINK UNDER ICE MAKER- ' _ DOWN THROUGH WALL. vm 1 T _ (gra t'UX a ( t d ! `\\ � ' �' 1 S. (STILES) FLEY DUCTS-BY HVAC CONT. 3.0 �.. I > 0 Gt r 41-pW MZ MZ ►1L (STILES) SUPPLY AND RETURN DIFFUSER-BY HVAC CONT. op Ilk I - a - 7. PLENUM-BY HVAC CONT. �f \ _ - 0 Vpuljcs Pf DCI►!N — — - -� a-w 2 ' � I � A F Puy Ali O�b► � \ C%cr MMR) h2 M 4 v 1w P�-C c A4ZaV wp 1.. aII ►J�dL,ATI ON ice. BY LES. GptrT�. ra 'I !L� FLEX4 _._.. ��1T, sTP ---�.� l..ri►li7 FL.a�l�4 T'o d� - 4 -c� �'-t1 '`Tu'1'LE. N 1.�CE,D" -I fr. „� .._`_ - ' _ - � Rc>�K � , -- _ �G3�Fp�{Gi FILT - - ,, \` 41 �• e.�` 4 '-A x 14'- 4* = � ;�F 144r, a Q KAIW WWW5.7 _ _. ----- - --� - - - _ JAco k5c7T7, S fit. F�U1TiE � PkIl1Cr1 J�1�.T G.nt.1p 6I .,• � ►J T� I 1'�J11. a'lr � PEu tc"r�4TE 411 cairf -s-Tr-4 P I GDYL��Iu�i �IJ'�11C,� u I�� � �� _ ._ %ov a E#.rrI ; I TFdKM. NoT , Pt.bTr mew ( ' - I ueTrr-w Pa A4 I e><.E.I;uES i c F U �.� o I , NoT r1 � MDQ d1f�C , ? � �a.i�Z F�sNev C Clrr Q e.w K I d AZAAjir. 1T:OTALL oEc��J4 44LJI ___ - 6411-1 Akto .Ja1tT Q 24 z). WWII FFIT INfc P r r 2 LT�� k AI!. d 1�'�kil?UOIUAL ` 'Iow 1j Is LE2� G C.eox IGy _E 2 LID 4r-,I'.t.i. MZ �. :.a•�E P;.rst' t-4 b1 Gv u?Pa�'1t�IZ, Pt.e.-�o¢rt � t ej,. 11.�u~ �E:. �dc•F Jac.IL. lay eA E: 1j -re-. revy C•L Q , 1 2 clog, �IGi TOAD L*%O E D Es-K Rt�F - - - ----_- /� - - 14 PISC4. UNE 1 I ~2 ---- gYTIZ. C4 . t ►• U IJ � Him * 4►� T XWKD� I-OggU + �f►�WAJ � t � � alve ` • I ley G rj 1. Cc>t m. 1 p1 F- V�E.R ' ; - PLlCT�wJ !r!, - *u 4p, 4CLAk ` c.LAMP FRAMIL - _ i_ — - l- 671 FF uls" --- �� <l''1'�(P '�'C1.J�,. ® C.l.�• S U I-K 4&LI wA LI ME ►- eycSR� 1 D1FR.1%X -►R�1 iS � �t P EX QST �� .i �a 1 r�.lr_�I►��L �E,rc„�" ,z tom.. ' L. 13 _� 1. 3oFrlT U N ---- _ r1 IJ4 ""t `.r'1 FJo ! `M uO s�q � '�"y 4" 4.1. �4 �F�s�" 24uxZ40 "U" DIFFWf Illt. __ I _ Wd*E 0%301 cDQ L. F' IDS! THE SOUTHLAND C0NPORATI0N N DATE RIVI=IONS DA I o AWN sHEE r 4xA.F, . , ibe �- ELEVEN F000 eTo� Et CA M S C a A O C A L ROOF PLAN Y �/{ NORTH PACIFIC DIVISION CONSTRUCTION 1 1 - 2 THE� 1035 ANDOVER PAFti( T •ovtMUNo WEs 6040 (K) 7-ELEVEN STORE .Io0 No. CORPORATION TUKWR A,WASHMlOTOItI IMAs PHIENE NO. (200) 67&-4711 011 NO OLM�c kuR►o+ht CO. 00 so-oils +ans !&ice ... . : _ _ _ _ _._ -____ . . ._... i., - .. . \ - fir..., ,► , �+. 1. .. ... —.—arr-- #^._ .'yrT....-...... ..._....._..wr.+s.-w_+ww!y`w.+.+r +V. ' wr Tti: Ni�iiitw.+- ...+ +wMurr:. ... . ... .. ...n.+—.F•.......wT•w... .M4a.. w...'� ._.. 'R• _ r _ ,! �11111111i11 h(IIIIIIIIII11� IIIIIII 1111111 1111111 1111111 I{11111 1111111 III�fII IIIIIII IIIIIII IIIIIII 11:111 IIIIIII 1111111 IIIIIII 'IIII111 II111111111 fll 1111111 IIIIIII IIIIIII 111 �". T. � � I 2 3 4 5 6 7 8 9 10 1 1 12 NOTE: IF THIS MICROFILMED ►.-.� DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE: 62 92 LZ 9Z SZ bZ F.Z ZZ IZ OZ 61 81 LI 91 SI bl r:I ZI 11 01 6 9 L I9 5 b _ E Z 1 ,+111nnhu11u1�{nuliulhminu{nu1n111U111111111111�111111111IIIItIlU111111�111�111uI1111IIIII�IIIII'Ii1lli!IIIIu1111{IniIIIIIIIIIIIIl1UI11111Uuluulmi{IIIIIIIIIIIIII)IIIIIIIIIIIIII�l111�IiIlIIIIIIl11l�lli?1llI1llIWll�llllII111I1111IIlilII111I111!IIIIlI1111I1lIIIIWIINI � Q JUNE0 1 19 9 a may.. - . .. _.,,,_._- - __ _ -- - _._.,..,rw,,. ' __....� ._,,.,i.,,. _ ._-__••_._ _ -- r q F t, r Oregon State iii h way Lei vision DISTRICT 2A MAINTENANCE SUPERVISOR VICTr,R ATIYEH P.O. BOX 565, BEAVERTON, OREGON 97075-0565 PHONE 229-5002 JOVE R.�OfI In Reply Refer to File No October 7 , 1982 Oakhill Investment Company 7941 S . E . Johnson Creek Blvd . Portland ,) Oregon 97206 Attn : Larry Adams We have reviewed the site development plan for your property near the intersection of Pacific Highway West and Hall Blvd . The access locations and the storm water detention plan are satisfactory . We will prepare the permit applications for your signature as soon as time allows . Sincerely , / l C . T . Fl ink Assistant District Maint . Supervisor CT F/j o APPROVED FOR CONSTrZUCTiON C TY OF 41" GARD ---- ---- ---T1rl- 9 `�0jATE r. _ .. ,. +►,...-.�.., - .,�.. ____. _. - bra,. .�. w -�'i+�N+ ..amu ,,.� A62'l7�-.,, • - .. -_, ,,,.wy Mr...s�.an:,v.� ..... 71 ""'1.,. ..w..�.-_ w �• ♦ ' � �" � � .. �' WMUt4aYi10.P:RWNY1.'M41l�Fq�i_.Mr.ls .. ....'M'•..n.:'er �..... r«v.aN.e,oRrw*...,..: ... r '�- . .... ,' M r�...+w.�...- .-.. .:. '` „'/�'.. �1111 � � E t111.[� t 1111111 II� It11 t � l � l � l I � I � r � t I � I � i � l 11T'l � l D ill)1 I � ill � l 1 ` ili � lll � ill � i I � I � I � I � illl ` 1 I � t � l � l I � lll � l I � III � 1 I II � IIII111I111 Iltll111 t11 � 111 I � l + lli 1 � 1l ► 11 t� � it � l r..R .a 1 i I I I I I I C 1 I � I 1 I 1'0 11 12 NOTE : IF THIS MICROFILMED 2 4 5 6 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING, _ OE 6.2 BZ a 92 SZ bZ EZ ZZ IZ Qz 6I of LI 91 SI t' I CI ZI II 01 6 9 L 9 S b E Z 1 r,flllliltl�Illlt���l����l����I��t�lttl�ll�l►1�1111rr11lrlrrlt>�► 11��� ��� +��iIIIIIIII�U��,I111�IIIIIII��Iiu�Ir�u��rttllul���U +r�rl�Ijrl�IffniI�1111uu�IiI�II�rI��1aIII�i�.�llulwa�lu�I �����lu�.� �I In1,,, I�liiL �wi���i�li�irlr�ul�1�� � , JUN 1 � 1990 r t , a JOIST TRUSS1-N__.. ._ ION INFO M 1014 WWWWAMP TR S TA LAT AT ERECTION BRACING Erection bracing for Trus Joist Corporation open web trusses is required to prevent lateral buckling of the chord mambers until adequate stability is available by connection to the sheathing and pernianent bracing of the co,npl eted structure as designed. This erecton terracing includes 1 ) strut bracing rows, 2; cross bracing at bottom IMPORTANT : READ GENERAL NOTES AND STUDY DRAWINGS chard bearing conditions, 3) butt%on Chord restri int and 4) sway bracing and other braced end wall or diaphragm '�s,'' Failure to follow these instructions and dr- win may adequate to support tl:e strut bracing it , The criteria use+1 fo! this erection bracing assumes a truss rti�°'%'-�� drawings ay he dangerous to personal safety or property. has the weight of itisteit plus the weight of the sheathing to be applied to Che truss sand two 175 Ib men concentrated CROSS BRACINta at 1 3 points of Me span, or an unloaded truss with a 30 m.p.h. wind. Bracing for construction toasts beyond these "g�'1 Do not permit cutting, drilling or damage of the chords or webs. or equivale►tt loads is the responsibility of the erector. Bracing must be in 3tellea 9s each truss as put in position. � � � not r rnUve Cross bracing is required for _ a steel pins or webs (even temporarily), open web joists which have Do not make field repairs to damaged trusses without written approval of manufacturer sway elite ,n,i,e1, rhrre " bottom chord bearing at one t �,,;►� Do toot overload single or groups of trusses with plywood, roofing, or other construction �. g, C 3t ctiOn '►o �..><ti� end ►rat+ '�e -� �"r'-r - �- or both ends. ' materials or tools. o r a t e sc h n+ery t t ct .r� �` t Dtypi+rry+�, .,' �;l T Y P I L A L ,,,;:� .� APPLICA1 (ON _ - Continuout; Cro s r ._�_. properly s B acing Problems may in attempts to realign All trt.�ss are urlstadterally until _ � with marl furnished b Mfr '�i.•'� s Y trusses. Allyn each trues and pace it rine hriv-jd. Th the more Maximum latera load anti in a longer the span care re �'. . n position as it is connected to the erred. Adequate t 500 lb pet Trus,jo,st ^.Digo- - q e4 ate restraint is necessary at all bracin (actor. Y' g system, stage) of construction. . �� -•:�:'" --- � -:--- _ ` - �-•--•"" �, �,..� � ' j Once there Is a toad ever; from the w � eight Corr Irte tabillty is not achieved until the brac- SWAY BRACING -- of the truss itself, large lateral forces are ing and decking is completely installers anti pro- \\ 'f developed by attempts to realign the perly fastened. --� -�• � - ..-- ._- --�•�•� - ` -...-----'"- Sway bracirr;.. or a braced end wall or die bra m is required to provide a support-�• _ J,,. � "- •� �;• ,�. . : .... .. P 9 q P pport for the - .- --" trusses. This inay break the bracing system. Erection, braclng and orocedures_, as w •li as the f / strut bracing rows distributing their loads to the basic later-! Strength of the structure safer of the workers ar • • �� ���---�..---'"���; �� � - .^�� � r�r � ` L Strut B•dci+lu low Because of the many field conditions the selection of adequate means of support tar th Y e the responsibility of ^ � + PP e P'a y strut bray';n rows is to be determined by the erector. If Trus Joist Corporation hes been the erector, i requested to design and provide a Sway braces stem its •• y y details are included in these drawings. Bottom Chord Reuraint Cross Br�inq - y__A Str�il E��;jc„�;i row Clear spins over 70 feet and other extiaardinary applications recluire special erection bracing - see other sheets �+ � when applirit►, e. See Sheet nurntxr of � STRUT BRAC: N�, Strut bracing rows as specified in these drawings must be atteche�d to a diaphragm, a properly braced end wall ��- I ` or a swa°,, ►�-ac(ng system. -' ''� t - MAXIMUM 1/2" Strut t�r:icin; for roof systems ar(; attached ac sh;iwr: in these sketches. Stmt bracing fur flc,c•rr systeins fs tc; he d att:rcired ri1 tf�(� k�utiorn attic of the top Chord member acs as not icy interfere with the direct �rttachment cit shc+athint, f I MAXIMUM f/2" t ? x 4 c u� t c� t�t Rout S t►u t �� � I/4- I t� l.]I� _-•--------r- _- ._.,..._....-..�..�__.—•-__ _._... r'f grac+rlg till Nail; ,.at ,' eo t►y Mfr , "d by contr DIMENSIONAL. CONTROL I r t arid watt i odd ! 2 x 4 Scab w••+2 IOd Nails i I H-not strut spactriq The dimensional accuracy of the I fsraci�q each trulns by cnr,tr supporting structure and the proper Placement and location of the joists, and accessory items Is b a must. y j 1 I Thiy Plate rnllst hP. O!� the BOTTOM CHORD RESTRAINT Bottom chord restraint is required to stabilize the bottom chord '�•y y ledger wall plate or beam as detailed. � � �- durin erection and it ^ MaxiMUM overhang of the bearing clip is 9 typically i:><•ovldect b, the erector. _ r. or the TJL, TJH, TJ150 and TJ/60 When. Nailer ;via, t7N re�ta.;,rF+c: --�?r alk ned each to'p chord! •The vertical alt rirl"terlt C n � / Series joists and 1 2 inch for the TJM9 an of be more than 1 /2 sh0 tl uta not vary morE than 1/2 such from a inch out of plumb. H t -Nater required at all top Varier required et s ane �Narier n� e. Series joists. ' rnc:�d blaring conditions n R of required at / = straight line, twvo d 40 - 0' bottom chord tearing NOTE: 1 x 4 min. nailer or a strut brace attached to top of bottom chord with 1-8r; nail in each chord indmber. ' The nailer & bridging requirements for the TJL Series satisfies the bottom chord restraint needs JOBSITE HANDLING OF OPEN WEB TRUSSES WEIGHTS FOR OPEN WEB TRUSSES JOBSITE STORAGE _ It is the building contractor's responsibility tounload the joists from the truck and tor all handling GENERAL NOTES thereafter; the Trus Moist Corporation Giuerantee only applies so long as the product is not damaged �-- - ---------�--- _-�_._. being stored at the jobsite the bundles or altered in dny way and is installed in a workmanlike manner and according to directions from the Please approve and return these drawings VUhrib RP as soon as ossible. .�oist bvill not , f TJL 3-3/4 to 4.1/4 lbs/L. F. ! should be supported on level stickers to keep I Placing plans avid bearing detailsP s be adricated TJ/54 4 to 5 lbs/L.F. ; and delivered until approval is received. the joists out of the mud and dirt. It is okay to Joists will be delivered to the jcosite in bundles of twenty or less joists and come banded together T!/60 4.3/4 to 5-3/4 lbs/L.F- stack the bundles as long as an adequate for handling and shipment. To avoid damage they should tae left in these bundles until the r Manufacturer's engineering responsibility is only for the engineering of tete joists and not for TJM ! 8 to 9 lbs/L.F y are any sEipporting structure, or for loads ether than indicated herein. � number of stickers are provided to prevent ready to be installed in the sty facture. TSH__ ► 14 to 12 lbs/L.F, damage, and normal solei recRt.�tions are Miscellaneous hardware such as bearing an I � t a - - ��---------- y P 9 9 e 1 (some M and H conditions) sag screws. bolts, AH materials shall be furnished bar others unless specifically noted "'by manufacturer" herein. tollowed. During storage at the jobsite, joists nails as required by each specific job are shipped with the joists and come in bags or boxes. A • Bridging material and ► Accessory Items such as pre-notched plates, blocking, bracing, brldgirg, etc., must be These are the Approximate wesigh'is of joists. should be given the same protection from 9 J p r--cut blocking items, It furnished by the manufacturer, will come bundled properly installed as erection proceeds. weather as: is normal with other wood pro- and banded. ducts. A careless crane or forklift operator can damage the wood chords or stems webs. All holes in bridging clips, bearing clips and bracing members m1lf�t be filled with nails. Attach Never handle joists flat -- keep in upright osition, badging before any load is applied. NAILING OF SHEATHING TO CHORD MEMBERS !F YOU HAVE PRUSLEMS �''"` /'''`° h r�` ,�"'' ,n r r-'' � � r"- � 'k �- , •-'•• -�- IWIANU F ACT t s i t is !; rx �,,..., ',,,,,J V� 1 { 1•''� •�.� f-- ..�. , 1•_" r' 4,�• �. �"' 1 ....w.•..w.r.».+.w.rrw..•w vr..r .......r..�....+...�...r.�.+.......+.. .�..n�•..,.+_._,.,,,,r....s...w...w.-......�_......+....+._..w�__.. MAXIMUM SPACING MINIM SPACING t __._ _... UM SPA 1N Oak Hill Inveom@i� A 1..., �.._. "�..:a ,� •,,,. ,_.... �." I ... •- j , .. `� * �, ,eh i NAIL SIZE �T D#A. TJL Tim TJ/50 ° r �F PHONE a Company _ I DAMAGED JOISTS TJH T,1/64 l ; �� -- . o� sot f3o x '~ t 13- ~ 4.. `2" -- ...4;, i .rx t • IMPROPER FIT L 4., DEC 17 198 9d i Common .13'1 6" 2" • FIELD MODIFICATIONS ID 110d t Box A;N 6 2 6 ;� ° QUESTIONS ABOUT _ .148`' 8" 2%" 6" THESE DRAWINGS 12� 6 1 2 .6 DSubject to terms and conttitions on the Purchase Agreement, i have checked all the dimensions, quantities, ani,! load- in s unci warrant that„ ,• , .• .. c� APPROVE y at the are Corr Common ,148 @� 2� � CALL YaUR TRUS JOI,.,!T CORPORATION REPRESENTATIVE Y act or should be corrected ars noted, and specifically hereby agree and acknc�►- "It. Box .135" 6.. 2W" 8" , ledge that erection of said materials is the sole responsibility of purchaser. 3hrterial 16d 1982 � _� Approved, no chap Purchaser .._.._ Chord ►rx3rnt r, Material CornrnOn 1 •• " _ .�._....._..,.._ __.._. .. r. ,� _ �._ _ �� � $ a a'• �.�f"� �� � ��l..1� --���.� i � _.� � - -- Date --- ..__ �. _. ..� _ ,,. .._..�.__ _ _ _ .__ ...-. __._�.__. .._ ....-._ ._._.,•.�.,.�- ' ____, Phony► `� f Approved, as corrected (�R �"' "�' BY _ �� _.._..�..._. Title �--- f11ailrny p84rt3rn to he per plgns and speufi r �• 101 PRODUCTION Note- If more than one 11 Il row it used the rows must be offset - - . cations. In no case shall marl spacing tie more at least 1/2" C.fUR ENGINEERING DEPARTMENT TR than at shown in each chord member Nails US .'01ST 0 CORPORATION 14 Gauge staples may be a direct substitute for 8d nails shall not be lest than 8d or greater their► 15d• DRAWN CNFCKEb AKviBEaORDER ��- whan having a inilninrhiril penetration of 1 inch into the �1 � P.� l7A T t~ ®Y t)A'i'f eY �A.f-� � NO. main rttPrythrr. e4 W Y47 Ph A A ..�....._....._..._._.�1w.�..-_..__......____ �.._..... one _....�.. _... __ _ ._ .._.._ .__ <01 S H T. � OF 12 tle�L. i NC A ... f .,. 1 IIItI ►Illll.( IIItlt � tliltl�-lillllllll � III � III � III � IiI � IIII1llll � lll � Il ) � I � lil � l �lll � lllll � IIIII � I � III � II1 � 11111II � III � III � IIIII� I � IIIII11111111 tltltll ` 1IIII � IIfIIIIIIII � 111jII1111111 , 111111 ) � _ _-, '• -�• ''.-.. I 2 3 4 5 E 7 8 9 1?0 ± t 12 y i NOTE . 1F THIS MICROFILMED DRAWING iS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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BEARBEARINGDISTANCE tooINiximWe Section of I&w 1 ERECTION E3RAClN3.r+ 4100 Web Stiffener ,.'--_.`-- -- -_•__ - -- -,-.--._..._ _ _. _ .___- _ . _ _ }1cM of Tebletr # Ent( Sir ort ~-•.-- - -------•--- ----.; .. .._._.,......... � - :� i hP Nangeir Support TJI JO!>tht n NING DO NOT ALLOW WORKMEN ON THE TJI ''V f . ; f JOIST UNTIL ALL BLOCKING CROS BRACING, HANGERS TEMPO- RARYAND BRACING IS COMPLETED IiV ACCORDANCE WITH ITEMS 1 , 2 AND 3 BELOW. Miii. Bivanng Distance --; r--•- Min. Beating Distance -; ►-•�-- Min E3ear In D�startce •-� ' � ( p J . -"� 4 (l Ain, ) Strip Of Sheathing 9 I IMPROPER CONCERN FOR BRACING DUH- (Tprnporary Or Perrnarpr^ dNt.t CONSTRUCTION CAN RESULT IN SE 31- r~ ` I f t 1 _ - ��'\ End klmlt IS Not L resect OUS ACCIDENTS. UNDER NORMAL C �.___ INb Suffene.q i►vtt ►,t ------ �- _ ......__ - -- _ ONDI• end SuPpart `T r • " -- TiONS 1fx THE FOLLOWING GUIDELINES ARE ontintxlufs �T $t-it'igir`a or Tit Joist P I i OBSERVED ACCiDENTS WILL BE AVOIDED. � ? squved At I Min. Wtrh - _ i--.,.- •. .. " Hanger support 1st + Braced End Wail -- - 1. .--- Concent• _ Min, Stitic�r,rr Encs Su nous 7' I b - �'Nurrt r f on' - -_ a�Nd �t�els Web Support Canon f At End 0 Hay be o i 1Me6 Number o l.o,idt iSyrntxr of Stiffener Thrcknhs; or Hanger TJI t7l 1 A tow,% %t►enyth, pike s arscer, aild wall Or an •tdsttng '\ TJI ,JcUist f strrftners .i Ne►ft i stiffeners Nals tzl I deck must be esteblisno4 at the ands of the bo fAin. + (3rlfLH Nails Wtdth "W" "T" Support Support y. This ` � �4•• rm,._� '`'_____. Attttulred7 I RequiiAd Required' Ftequ+red I'thitn (LHS.1 Requir I $ i (tnchesl .an +►ist� be acramfsatsrra►ci by a tempc►rary or perrne ed ((oche ! tlncht: I (Inches! • • :►" t. I ! t►'yhr" 11,25 joist No l i .. _. nw;t dock 'sl�s►►thln ngr) set cit �2tst� '' �'`•� ' _ ''v' S 4 + 2 370 + ? t g} ed to the first 4 f 1 r ; 2-5/16 11/16 1. 12 3.1/? at the end of the toy. ` Y 4 TJV.t 5 Jost; No 141 � - t t i 2 j All blocking, cross bracing and hangers at tr`1a sur,- '"�� �•„"'\�` ,i ;�' t 4 �0 2 2.5/16 11 /16 2-1/4 3.1/2 g• r i` ' �►' \'�. 11D" TJI'3 Joest No (4) •» No t ,, ~mow _ .__ _ __.T��_._ ______ ._.�.._ ..�.� _ ports of the Til foists must be completely instxit•d � :r .?'� '� - �/� ► �� 3901-1/2 .. `•[ ` ++ C ; ? 2.5/16 1 3.1/2 and ixoperty nailed (fill all nate hoNs} - ? fliptx. j 12 TJh35 Joist I Na (4) _ ; _ ' , 2 i 2 5/1 I T Temporary strut fines of 1x4 maximum must r be raikrd _ 480 6 1 1 .1/2 3.112 to the breoed end watt or sheathed area as in i socive 14"TJ1135.forst No (4! ` Yes j I I ,/✓ te„ ; l .- 2 67q 2 2.5/16 i 1 -1/2 i 3-1 /2 and to each Tit joist at the cri center spacing shown. ,," �•� ,. ''� `.. T41135 Joist No (4) Yet i Z ggo i Withovt this bracing,buckling s►ct,ewev- or mil over is ► 8d Naas ►mar Side Gdt,»r3UM1g ! 18"TJi.' 5 Joist Yet: 2 e 2 1 . 2.5/16 2 { 3 1/2 highly ptob �1 under light con*, uction loads - like a! A u ! (Sm C;Ulumns at Right ' Yes 2 740 , 2 ! 2"5/16 1 1 3/4 ,' 3 1(3 two workmen and gnq layer sheY�thing. 9 2p' TJI/35 Joist, Yes 3 � ii j � 4 Sheathing must t •-' `r - � For Ntenber %quir } _ _ __ _ r_ ._ Yes ! S ;85 ? t -5/ b ' g be to p.ry *hashed to each TJr ioiet +- Y - _ _ . 1 /4 3-1f2 tore additional t:rede can sed fN1 the sy ,-.�: . - f� • _ ? 1 I 3 bis 1 , 10 TJi/45 Joist _ • --•)-- - _ . . _t._._..._. _ _____ be pia stem • ;-''' Od Requirvd !or T,f1.45 i No (4) No ` _ _.... _ _, �...,- , � 540 i ? ?-112 1 S. Ends �! ,a it •vote require strut Sines an botn the tap '/"* ,.• 2.9d %�► i i r TJI'45 Joist No 4Q) ,. ! No _ {; t 1 t!? 3.1/2 and bottom ftenges. .�' .-•�, ,�-'` N a l IY ! • 865 -1/4 e ! r 1'0' TJtti45 Joist + I � tt t ? 2.1/2 1 2 3.1(2 6. Th np flange" must remain straight within a toter• ''''. �' /� �' �.• -• ,`' .�''r Yes 2 i Y� i 'J 785 ? 2 1/7 ; 1 4 ante cl '�' t►am Crum alignment �, «r' moi' i�In. 16"TJtr45 Joist + Yes 3/ 3-1/? �.-' i # I { 3 y es 5 ; 900 2 2-1/2 t 2 ( 3.1/2 I S' T.N/45 Joist Yes 4 Yrs 8 1 1020 � 2-1/2 jj + 2 {{ 2-1/2 i 2.114 1 5-112 . :.8 r r~ r 't •► r i ► 20TJI!45 Joist i Yes 5 Yes 1 7 1140 12-1/2 22"'TJf/46 Joist �'es 6 S 9 I 3 i 2 1/2 1 2-1/2 5.t/7 24' TJIi45Joist Ye i 1 1255 3 2-1/2 i 1 2.1/2 6-1/2 i 1 • �.� ^ �, `� ` I �►rs i Yes i 1370 3 I 2.1!2 ! 1 3 5-1/2 ; ;>- i.. 26 Td[/4'S Joist Yes } 7 Yes 108, , 4 2 1!2 13-1/4r` `•:/ y 2 Mira �' r'� 'TJl14J,./�NJI 'Y f 1 5'1!L � ► �, ,/ r/ y/- � I r { �. M es 8 yes =1 f 1600 4 l 2.3/4 (33 1 3-1/4 8-112 B lock i it " 30 TJtl4;5 9 ; ' Yes " . 9 Yes 11 1710 5 2-'3r4 f3) i 1 NQt�! r 3'112 7 + r '•, - Strut Lir _ - --' _ ��a 1x4.141in.�_____._ (2) Inquiry to Trus Joist C y q Cross Bracing ���• ' 8' 0.c. For TJI/25 Joists (1) Web stiffeners with two nails are r Corporation Engineer (4) "U" Type hangers re hire web Stiffeners to "'�, � ,. squired Ir;g Department tpr specific applications comply with nailing requirement througt, 9' o Cr For TJI;35 Joists for the TJ1!25 Joist at oontinuc,us suolxarfs may permit reduction in this crlterien. side plates of hangar ` #' 10' o.c For TJI/45 Joists when tearing on plates 1s less than hAiy be reduced to 2-'', inches for end t5i it wet, stiffeners are riot used iri hanger � uired req is .and the reaction is greater than 17th abs, suppprt or hanger support• support. the sides of the hanger must 13x- � ' � � strut line - tend up to support the Zop flange laterally. t at all supports where joists ` are not otherwise braced. BLOCKING PANELS i WITHOUT CND PIECESCLOSEST ON CENTER SPACING PER ROW 13}' WITH ENO PIECES NAILING OF SHEATHIK%x TO R----- -•---.--,-_.,....___._._..~.._ , _ FLANGE OF TJI JOIST (1) � MICROULANNFUtiLA%&S SONO SAWN 8ca!iAlaile tf+► i _ ..._. _ . _ _ FLANGES JOBSITE HANDLING OF TJI J06TS _ _ STQRA(3E 1?" o.t. IflRit►. `� ! tad Naas 'VAiI. SIZE TYPE ntA TJ1;2 Jc> TJU45Joiat' TJI/36,Joie1 It Is the buiiding con's 30or's rotsponstbility to unload the lJ1 joists from fila trucx While t fart stored at .nt: lobsite tc 1 9 1 91 a keep TJI jolatili In an uprt M P0*6 A. The lWfldW4 Rtet�'tt�t111}(2) .�. 2" ox. (Min.' �� `_` ;,`_ 6vtc 113' 2 2 Y. 4„ ante for all handling th+erea3f.er; the Trus Jurat Corporation gu�trariteet GRIy applies aG $h;Jwci sc,t� r;ed nn tns,e` s?rckers. to keep,the TJi oasts Out of t A �.. `� Common .131 '4 2'r 2,. I 6„ • ., ._.._. .-;._.. I, I M entad ttlt�d dltt. 1 Ud I Box 128 2 9 " ' product is rMoi damaged or alt®asci !n alit ora and is inatatleU In a work- Box 4 r the bandies is ;m _ .....6....._. ..._ A y y e fitted It ar a s ;� dequote number o, stickors Is p1rovldea to Common , .148" 3" I 2" 6" mantiKe manner and accordinq to Tr�,is .101st Corporation installation inforrl-►ntlor! Oreven'�A �_. __-- .._____- - 4- ___ . _� q even. damage itorttlai t t # 12d Box .1.2A , 2" I 9 sr� etv precautions are foliowecl. * � I + �.. 5.. TJI joists will be delivered to the obsite in bundles bandod together for handling. To All ;! +e .!sed fir, Tat oitlts e5 wa.er roof' t'Yo�rc�v r 1 Common 1-48 3 Z 6 f , 9 y. , L j , ;'�, �. p e long expctstire to water and sun - 8d Nails t33- .- --..---:._...._._..t. __•_----- -----••- ---- _ - - ! 1 J 8d Nails 18d i Box 1 .135" 3•, 2" 6;;"- avoid damage. they shrauld be tett in tMese bt,rldtes rxitlt they w,0 ready to be it. wr,i: sac se sora ci terrvratton and c;t,eck,rt t (31 `.• � Common " " g u wta�atf. TJt joists shouict receive 'tate 0 1 .162• 3 2 l 8 tetittied in the t�tnucture +�artegnrY,,tea,tiGr1 from weather Ivan cri�ief �+sod r End Piece' -i ,� 16c1 8UK Nails. See Wet -----, .. ,-- . g p odUcts, (Vote A careless cr�tnt3 or tc>rlcltft t�pt3rafC r Crtr1 damage a !►� It)* glue bond betwepr; the flange ani the plywood web is critical to the perfornt- St,ftene► Requlrerrients e TJe oist. SECTION A-A For 1Vumt»r F1equ4rt!d. (-0 the app flange (c;on,prtry.s,wn tlrantter}of the TJt piss mvist be naif shea�►►r►{a at rHaist 24 � - on center for the full length of ttw T•JI'35 and 45,foists arxf 18 on cantet for fife TJ1125 pint. Never handle T X joist that keep in upright position, i3u14m r arnc P of the TJI inist. Do not pound outward on the Ranger y t:'es+gner To Spt�r,+�y Actual rVatglr,�g Reauicerr>ei�t5 i2) 14 gauge staples mdy hra a cir►ec.t s�ibstM,t6 t+or i3d nitttl9 when hRving a rninrmum pertAtra ,.A. .aee Nail$nq +X 'S"aShir►y Tc,,Flange Of T,Jt Jr>+st For Clabesi Alfawa,bie(yr-,Ger�ttyr .�pf!(:rnq tion of 1 inch into the main rr*rnt�r -.3j Toainar W. A' AABx. o G. Spacing Of 12' Each Side Of Plywood web. (3) h more ffi r,one row of r;aiis ,s used the caws mus;be Offset of bast 42" ALLOWABLE HOLE SIZES - �. ._ MANUFACTURED Aavrove and return these drdwiclpr, as .';c�o,1 as i;pgsit3te as TJI Joists will not be tatyri;;atad and Y30iiva 0 unh approval i5 - LAN $ - , --- ►- t)a fVc7t Cut! 13Y rert►n,•ec1 Manutairturer's engtnt?f!tfng r@!sp+tnSrbtfity is only for the engineering of the TJ! J�t5i5 and not for an 5W ttin w Y p� 9 o o7C15 r�U1Rr than iridiCdtecl herein Aft materials shall be turni•h stivcturtt, ��► for s ...,✓ _ �_� 5 others c�nl C. • ed by ass specifi�liy notAd by •. J ., .; i ,,�+ �atlletq!'(� JJi�1 • rnanufactS�rer' h9rein. 1 "� P I y woad tmuroper cutting o+ c structural member orifi rfrdrscs its strength However, hnEe>s can he cut Wet, r3iubject to terivis and conditions On the Purchase AyrE=emr:n*, i have= Cht?Cked cell the Clirtte'lsion5 quantities and thrCtugrt trAn wrRb of a TJI foiLit In sari►• ipcatltx►s without impairing its ability to carry design • - -�=° . � _ - lodc.ii jlg5 and war rant that they are cc�rreei� or should he corrected as noted, an .��_ - a ..._ . • Improper Vlit d specifically herphy agree an(i t►�ade Thetis locations are in areas of rn,nim�"m st'►•sr. Thta is genera Sly away troert ber►Nng or �----� 3C1�11t)Wledc;e that eret;IilOrt of said materials Is the ,sole responsil)ilit of purchaser, other concentrated ioada f.-._., .._ �.w =___... _..._� �_.....__. -� - . _._ ..r t HOL£ DIAMETER IN IfvCi-iES } Y p aSt3 ROUND M .-7_..__ , ii N ULH3 .._ For a► � �i.Of � 3'. 4.. - 6„ iii -1 -- • -�t- Field attple spans and uniform it acla ueti ;r►e table to thtt ►igrtc to dwterrnirts I g , y, "(W g'. _ Y' _tA" r 12"� _t4" 1$" t,_.....1 Approved, no change Purchaser _.__._ . .. ._.. Date Bear,n -._-�.__,•'�. ____.._,f..- M oda f teat tc-�ns f►of•ears. When preatar than a 6-k." hots fur t►A 11-N' 1Jf;2S Joist and greater than 4-4k" hole Plate 4 t 1 '4- 14 t 110 -} 7:Q t_Z g Z•o 3.0 „ 36 4-0 41t ; Approved, aS Corrected for the 9 't' tJl ?s foist is uned, arse tcYot rn►rst t)�f add" to tt distanc•is tir, the tab(• to ttiw 1 1 1,3 _y1 d ?U 2 3 a'•8 2'9� C, 3 4. .. -..-. ; 54 9 ' l 1-0 i 1 8 1 8 - - -- - - ___rw. r► hY _. . -�--•� ._ 3_ .2 e_.; - 30 3 -i 0 i...4_a-i- 3 BY - �_ _. �._ Title 64- 2,6 7 t� 3 .. . 4-3 wt ....._ ""Questions About SQUARE HOLES --- Square hole si0s we determi d b � to 1•-3.._,-1-6 _ 20 �3 t �0. 3.0 _i 3.3, 39 4.8 `~��~�=o mese Urltiwing rile y multiplying the maximum round t -4 --- �- _ t._ ,.: __.- t s r,nlrb diameter by a tactor of 0.8. "'� to LJ-1 ' '11, 2 to 2.6 2-9 3.3 3 6 �Y40 4 g - I- 20 ... x. 1 .9 -,. _t,. _� Cali Your Trus Joist 2i! 13 1 2Q +2.6 ��0 3 ► 4T! 60 59 21 + 141 1 '0 2.3 '►2.9. �. '3 0 3 6 .10 L•3. ' S'3_ -@� a Oorporation MULTIPLE HOLES -- Where more than one hose is deairod. f>► amount of kt►trort ivtwt*t, ' _"+~~~ - + ... _.r �- 1 6 # Q 3'3 t r3 9 1 3 3 q-} 4.0 4.6 'S d_ + 83 7 � FlepresYQntat►ve r ,..,. hales must actual cx exceed twlt5e the d at►neter of the la►peei hale or twice the arch r~f the i ?3 "t 4 2.0 2,6T t ,3-0 7 i .34-- 4'3 ,rg 5 9 �j- /^� ,� " hargaat nyuart► hole. 1 "' t 0 3 4 1 4 8 t p a.0 .. ? 1L. 7 i•Y „( _.!, C.. , ,,�" rr ANTlLE:VER$ AS#AQ CONTtNUC1US 's'i�RNS - . For untigrrnly k►adsc+ certit►Ie►:ers and Mcrntinu- _ 2b 14r .$3 ?fi 3 3 3_0 � 3 A � f 3 � � � � *._ _, ... _ - + _4� !i 1 lit + �6 �� r""1 ., I,,r 4,.. � 1 ► �.1.. 1""' /�`� t,....... ' � � '•.-."' � s,..,-� W f cos T.fl loiatta the ►wlee must be iocat•d ane Inch furtl►er from the ,s,lptxtrt 'or each foot of ?7 1~1-li 2 3 2 9 3.3 4 0 tri i 6 8" g 8 t3ta � 7'St ;Mg t'h. iCe „ ' t _ i - - AM M 1 - t .. r., ► sFt•n fir►adetltlt►n to the vetoes indicated In the table to the right 28 t t) ? 3 f 3 r? 3 6 4 tl 4.6 5-3 59 6-ft IAD q.0 . -.- - r 7D 19 t 26 ► 30 r 36 43 49_.;...5 .1 b0 7R3 ? 83 _ gs '. --• _ EXCEPTION - Excepbons to these rules may be possibie through sptecial irrqui►y ,0 2 0 � ?!3 ! 3 t) t � ED �"�""' �+*� l ,...., 3 9 4 3 5 i) 5 ti 6 Q r 3 8 d•. �. �� ,�/` " Pe 31 xo 7t 1 3 1 raft+ 4� - t - - 01tt E11 ineeren �� _ ._-•- .._. ..................,.,.,,.. i i----- 6 U 0 6 3 -8 -------- -- 32 , 7.17 ? - ." 4 0 _T 4 -, r_., _ -._ ; !MOTE Do rtm cut the joist within t ��� i ter �j� g f aur tr►chea rt' the support rwntertihe. otherwise a two _�__. �3 f3(f 4 6� g f10 1p3 Deperltrt'tt3rtt .. Inch hots con tie cut ;,n Ms web a►nywhfte. THE TC?a AND 8i3TTtit FLANGES ARE NEVER TO t r3o$ T�i ?0 _ '9 '10 4.8 6 d bi) 6 p g p a tp t1 r f� 1 t'7 _ - .. -__.. + � �� L� 1 .r.._..- BE Ct17. 'rho aiteti given In the tadeM are,hate i 1 2'3 p.g - . . __ _ _ CG.�•#► fi iWaes not duct sires. r 3b� ?3 3� _ q 3 9 6 Wfi.3 7© 1982 ----- -- _ _ -.. b� 11 - .. s�+ i ;e irlo _i - --- - TRUS 401ST P a-0 e , � 30 2•3 't•0 3 %g �f�- '1 ORATION `. DRAWN CHECKED �R fv1 E VISEn INifV'ItJM D R t.TANGE FROM � OF3 •R OF I�UPrOIRT � _Y ORDER No. fit: 1M 9 DATE BY FEET ANDBy INC1�a TO t of HOLE . .._ �-W_-._._�._,._ _-_- --.--- __ �, ,� Y!, 3NT. , AV i lit r-A ,,-"Y3Y • r '. ..1...•.,..._•+.r..rr.. y�I,a.. ... ;.,,,il .. - .. ,. rw•.", •..rr ,RyMuatMYrK.rra►aw5lrna s.aw. a+MyMIYr' ,l�f''KS ,'A''1�''Y'�V,,.• _• i ter. r _ .. III ' I �IIIII� III111111 ' I ' I� IIlIl111 � IIIIIII � IIIIIII � IIIIIItIIfIIrII � 1111111IIII �iIr � III � III � IIiIIII � IItllll � lll IIIIIIIIIIIIIIIIIIII111 11 1 111 Ili1111 111111 111 111 Illflll IIIIIII ill I11 . - `°s"!`, NU TE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 1,0 11 12 , DRAWING IS LESS CLEAR THAI) - ` - - - -- - -- - --- --_ THIS NOTICE , IT IS DUE TO THE QUALIT t OF THE ORIGINAL DRAWING. E 62 FF LZ 92 SZ bZ EZ ZZ IZ OZ 61 BI LI 91 Si t, I EI 21 11 01 6 9 L 9 S b E 2 iia" Tii I J0 'A INSTAL ISFT L ATION INFORMATION WAR itlll1Ill Ill Ill 1111111111111I11111111111111'.1111Ill Ill Ili 1111111111 �Illlllll. Ilill111111UUll, IUIIIiIllI11Ul�_I 1111111111111111l11�1111 JUN 990 -•i . .. y.ti ...Myw•yv._�_yi� �. ,"`�FwAw!.lawfr+ti�..F.sa'y��+-'•.a....#�...+w�.w•�.�+�►_wr�+•r•�w+�r .r....r wyq..w.�.r.,y...w...,pn....f►�.....-w.__.....••.•+•_+�.....••.r+w_�....-.►•+.:.+.+w•.+.+r.-_+Y.r�.++ --.e...jr,-.-.'s++r+.•_�..�•r.w�t.•V�'.:r_ � _, _ ,.._ --- •. � ^. ^. , ... ". '«" _ :.-... __'" ._._-..!�...�-......-...,..o.• .....+...r.., "�r.rr......w-r/w.._.aw�••r.w�..w-... .... r�..rs.. 10810! Ito !1 ,�/n.�'......w ... .,,.....�.._ ,r.,. „y ....o.w -.-....r..r,.«w..._r......., r.•.._........�.>....,....._.............�« ....yam MATERIAL Ll `��` ENGINEERINU SPECS �-- Ir JI SFRIES TRU:S JOISTS Uty. TVM Dopth Sniat Cut I,/orthP. D.C. Stress plf Nota.. Lnest 1«. toed ► T. Lard_4 SMc . l.e>�a! Lo+dirc ' 04 soI 'lots f _7 _A2t I VE 142 ' .�Iy.�1/b, •.'.PnP�.�../�/r.. Wgi/•f.M _ _, _ j .-...r..-.yr.. r .. -__._.._.....— _�..w...•.-.--.r_.. r�..�.._- ._ .._ _.....ilr/_.•,wn/�.- - _-M.MY...u.�... t' ..A-a.. ._..-. .....n _ _.r_......r.w..._. .�. _..._......^_+..._.. _Y._r.-.M-+ ... .r.{f�_ _ _. ........_ .Y... _ I « E !-�. I �� fit, ; ' _.._...r.... .-_...._ L 07 _._,�.,.•. .. _... .. ._. _.....,�.. ... _. ..YY t7y}7 .-. . .. .ter.-.. _.._ .... . .-... .._._..,,._,..........__�. .-..... _r .. .. w- .._._. __.... .,�,,._- -»...._ .... c FT , -24- I ITS _0� ...t.. w.. 0" LIST Of ACCESSORIES Qty. ` Chy. ;• Ct►scription Psi � Description s c8 ►'h.` Kilo w �.,,, .. :.. . .__ ... � '' �r.�.✓ '4� f1I Ktri' ©�lr/ �' Y » /`^tlti.!"•, 1 e---a .r, c= t , fir► a � _ �y z ` .._... .0...... ._..♦ .... _ ...M.. _.. �. r.. ._ f^._.M�.w+_.Y- . __.M r..r.w_._ .ray....._...�..._ti..�+rw.._.. K B L S 5s o Dow 1►.� `� _ �' -fit, ..._..-..........+.«r•-•.---...�•-..r .�.. ... _.._.t.....,-.. .. ._... ._......__..._.._..-...- .....__....�..-._.-.-_ �.._.' ..._ r,-._...._ �_ _._.�..._. ..__.... .. �:�"_'.•_.�--.rte""' ."- .�:.X^.1�..-'_^ `��...�'j'-._ _ � . ' ., �,,�`►C �1 1 ..� • 4Manufacturing Plant _ __._.,._�... j . $ ' 47 .roti ,.G 0 A Aj\E-ZewA . 0 Ev£U: P M EUT Job No. - „ • '�.. NOTE:: This symbol represents'd Critical dimension for your bWov*,it is the over all let:gth to which the TJI will be cut Jt t I ! I 11111 1 '7 1 I c 14- - G �4. ,5 , 14-.x► 14 --�.� t L{ 1 r-_�._....�.._..w..ar.�r.../..•r...r.. J.. r.._ Jr..►'.'.+._+«..r+.e+Y.w.�..... wsw.._.r.,ro.. .... ..._...r.,......_w........-._ _..._.-_.-r..-.err..--... ...._--_...r+__-.-_._.....-..._...._. TRUS JOIST ~ (_ CORPORATION DRAWN �CHFCKEO � HE v►SE D ORDER NO K: By DATE gw DATE BY BATE - _ .”" SHT OF Me- momm Jit ��."`�7�''F!•' '�s�' )�.4 fi' :.gs, r(r ,•;a+.7,K,.w•Y _:.�k d ;.Is r ���.._? �`i�•��. ,s' ,s• e « � .. 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I F r2-A Kk ,A4,- ` «`t c ►.!T rt 11 �e Ht:. �`,• Z" ffl WW1'. ' ! i �` �. 51 0 dy APPROVED DEC 1 6 1982 1-Il21 i0 OA NAILS FERN. d\' MFIi. ,r MIN. (S) NAILS EACH SIDE. FOR FROONCTION �•., i _ ,;t .__.__ `'- y 1� t• �' � ��tr�" I-1/2" IQ GA NAILS ,,r.. �• � �- -•-,- i FURNIVII-0 BY TRS JOIST ,, } �• — 2"4 GLOCNtH16 J TJ/60 ! A14"MAX. CrIERNAAlt3 tJ/SO a 1J/80 ' ` �`- 8oTfi0M CHORD SEARING CLIP E/R[iERR[D 5�/2" ,.,j �� (17ESIGNED FLLI*I) ON10 CtNTIONG l SPACING" r. 19l �CKING ON C[N1[R SPACING QUAl .a S.-?° T,b/a� 8 TJ/6 �( _ _ r ;.L tali.,._ 1'y�-3'... MINUS b—I/!" �j _.._ r.__ _._ ....�....-.... _,... ._. . .._-...... 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Ic-.-.1.-.9 sI- t, e z I'1"'*I' I� rtl�lru{Ilrrirrlrllluiunlnninll{rul�1It1111III1111{IIIIIIIN{IIIIIIuI{ttU�NII�)It�iIIII{IIIIII111�11itINIIiU�IIN1f!INIIIUII{IIIII►1111)N1IIH1{NIIIt1NINItIIIII,NtIIltit�111IINII�IIIIIiIII�IIilI1111;1llllllllll-WI1lJifili11111111111i1�Nlllltllli111h1l1I11IlIIIIIIIIIIiIW�I � JUNE Ir-L, L 1990 7 Y 9 b '. �µyt�p?�r'o!�`!'"=�ly.�l�e��y�='�i�`x�.�M.' ..,114_S:IROYe!'e!�'°�*^�,ar�omr:�. .:-,•-a,*... `jP�'"y - ; d:.� v.' -. ani "�;� :ia9j ,dry "•'? _,' }; •�yr,t t-ik r�,,"r�f �:. e A owl" �. � •'� ., Yug Itis, .;a't ( r. PAR It --_. It _ - f F PARA r . VVA ' .2 (s4 STARTER . 1 f � , .� '� 1 Isla, STRUT BY CON T R. MAUf • N g 9v t-diDTL wew►.r Of.IEirWUGM l FLUS .�OfS l 19 I ! • ^...-• '>i $ iG11$j M .•IMNT,+1t. ti+WY OW to" c:+�W r t1l�AI✓�kPArION ~ , w ►�w illi W�olw _ FbY �� t2' ��EE' �E'' TN � R; ;A'j` ? GOiI{ T1fATft t�AI► aul►ra� WrNIKRs t�rtk t, SUPPo�t _ 1 f -- ---- : � TO Taf�a.,IOIA•p. _ -� t � , �� �,� � a F _ f .. 4 M 7 -� I aY CONtA ; �% � y , - , 1 i I LOAD -2-'2ll ON EW BY CON- LOAD ri F BRI+ICINK. TRACTOR - TO SPAN Mf?l. . . j STRUTS By OF TVMQ PANE � ,�Z C.t,.E«A i �. PotNrs COf�tr�0> 1011 suwrol�Y JOIS ax�4l� c T�` , E%1 J©I _T - \ :f 1--.___ ��_(..'__7 - for SUPPORT DETAIL_ HDIQ.g>:. � y �+—THIS �E O� IfOOf YOtit11TE0 t0U1'YtN'1 LOADS SYPP0':TED FROM BOTTOM CHORD f - Y -ry was ! `� It 'Ii�r j ---- a �� / \ G I (.J N (•► �� CAUTION rows oqf brAl;,lny struts rsquued for srectinn stabtltty f I SAe Detail 1CLi. Maxionum ailr,wable erection load is 1 f1 vR� --1=-�'� pounds 'at ti3 points of span on each truss. Sire Truy ' (L �, Joist Corporation open web sense installation Information 1 P bracln y must be air ctlorredn o'an arn.irtion Each row dequately braced rn dsrut wall 1 capable of resisting a ho•isontal force of:300 pound,,in both )., DETAIL . NAILS FURNISHED - ----- _. _ _ 24-,��ea T.I,'„7C:> GI T By 7RUS J0157' CGRP i ,•--- 0 I _ DISTANCE X L,1 I 1 r,r- `i N W Dit � -- I I IiptNv ; -- uy T-4- THIS S tom_ .w . LOIAD t�AR+ EACH SIDE. NAIL _ i . Z TO JOIST ONt r w,o�EL� 17MR”'04 f I I s r l\ 1 11'Z + :' IGC7►tI t'J, l.� 14 1 T MAIL t aY MFR �✓ � ; I f Q CONTINUOUS f.lOat I)RA',IN4 AVAKAISL.E FROM Mfk y tL -STRUT BRACING 0''' 'IRUS J01,57 c;Okf i 1 ��'• (� 2-t6dj, , / r INSTtALL AS INDICATED ON PLAN Td 1 f n NAILS MAXIMUM LATfRAL LOAD-500 ir. NOT P F EMwN �• " "� "-�._ =�, PER TAUS .0o:e- E OR LOOK SYSTEMS ATTACFI STRUT BRACE I \\ t TJ/50 B t ,it60 CROSS BRACING TO THE BOTTOM SIDE Of' THE TOP CHORD I .," 1 E11Ir) 4T BEARING WALL MENiBE.it rNSTeNCE "I(" 2><4 Qf�(S N.11LEU 1 - \ TO LATERAL BRACE pETg�_V11-3" TJ/10•'8 TJ/60" STRUT BRACM►G T — "` •� tom: CAMMBER OF' Mss.!AL TO T,-I •eo ws .�T I T'G� j �_ ..i ,a� 7 J O I< 7 _ 'L ,t -rj r ,'NON- U_*y_BEARING RARTMION9 Tr N 1. P7 rZ_ L & 774 ? Pte-E � 74: -Tc(� OF JdIsT fl i 1 1 E fJ 1 rl ' wr� 'meg•�' � V I � f � I j - I \ r 1 .i ,r F 9 ASI N4, { p 13 E' UM__-7 ><r.t .' - I y - f IST I TYRE f-1 4 �� i ©Ir _ -''y `R APPROVED %U 06 .... �, +ru FS LO� 1 N -4w L AunoN:-. �.Y?_.. rows of,br sin struts U I �`+��;► � (D _ I - I _31111 r x y Detail W ,9y Msrrlmum allowable a act�rnsload tis _in, pounds of 113 points of span on eaeh truss. See Trus , � , N 00 FRODICTION Joist C retign open web .arias Installation Information � � f I Y- I ), • i (sheet I for additional Information. Each row of strut - ,-' ; �` bracing to an adequately braced ' \ Capable of retsil�sting a horriiz ntal force t 300 pounds III � �-- \ directions .�-- •• , - ` _ 1 T -r' 1 p E7 / i l Tc, / � Vr- i -q = � � `�+ S�T'-_U T �2�'.c 1 tis� p�,'Y GGA aU�-r2 � + � � I ,, ------ P .LENT PLYAkX)D S!IVATHINC !J7�(•i:�''. PRorEviusE I TYPE A6 '04 .-„_,� I t. S'TAJI'I' TRUSS b.RE�CTIDN AT 1'Mt5 J6;ML' OF fl1J1LJwAP'.. I SET rPVSSE°S, CHECK TRUSS ALIGNM NT, INStJ L,G ; I ( P /+ STRUT ORA”:N(; (,'ROVJ DED by VR. ) , "-AISTALL CRCk;S TYPE A 4.4 T I Ao 0 1 ,� 1 ��__._ 1 f i f j 13R--1c rm; AT SEARING i•F'I?OV I D&D BY PIPR.! AND PNR- NANL:NT1,Y NAIL AI.TIYRNATL SHESTS OF PLYWOD. p 2 yc 4- 0b - �aril f Ir.I .E2'�7 t>b1.. FS`� �,i_ __..____ ( l 1 %4 2. SET `RUS,ti.'�,R r CLICK kr.l,;NXLNT, INSTAI.I.. I T`t-P _ i `�"� \ � I STRUT NE2At I•N(;, INSTALL 'Rt7ti.5 ti<fiA1.ING A7' Ii�'ARIN;; � (PROVIDED A}' MrR. 1 AND I'E1fllt;,gllJiNTLk' tlAi% ALTER- (PROVIDED NATE SHEETS OF PL1W)VI). ' { ' I � 3. SET RENAINIhG TRUSSES, v RU Sl55, ..I E' OFF EACH T'RU.�. M!T I STR1 T BRACING AT TINS OF ERECTI )N. I - 23 y.°1 Vic. 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BOX 127 • TUALATIN, OREGON 97062 • PHONE 682-2601 ROUND TABLE PIZZA April 5, 1983 7941 SE Johnson Creek Blvd Portland , OR 97206 4523— 1 251D- 136-004 Dear Oakhill Investment Company This is a Fire and Life Safety Plan Review and is based on the 1979 edition of the State of Oregon Structural Specialty Code and Fire and Life Safety Code ( UBC ) and the 1979 edition of the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code ( UMC ) and local ordinances . Dead bolts shall not be used on Door # 1 ( Main Entrance ) ex — cept that an automatic dead bolt may be used on the second— ary leaf and a double key cylinder bolt may be used on the primary leaf provided a sign stating "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" is posted on or adjacent the doors . Only panic type hardware shall be used on Door #2. Dead bolts are not allowed on this door . Simple knowledge hardware shall be used on Door #3. Fire stops . blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing . Wood frame construction requires firestopping of both veritical and horizontal draft openings at maximum intervals of 10 feet . UBC Section 2517 ( f ) Surface flame spread rates of wails and ceilings , minimum requiT ement : stairway 25, corridors — 75, other rooms —200. UBC Section 4204. Aw fell"' r1 � I t~ r 1 1 1 1 i � I 1 I I I 1 � 1 1 I 1 1 1 I 1 1 111 iIl III 111 III Irl III III ill III Il0 Ili Ill ill lli 1 � I III I� I Ill III III I 1 111 111 III 11 , . 11 III Ill I I Ilf III IIIA ,".' 2 3 4 , I NOTE : I F THIS MICROFILMED :;�,���� _�... .,, 5 � 7 ® 9 10 1, 2 DRAWING IS LESS CLEAR THAN — THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL ' DRAWING. - 0C 62 BZ L 9Z SZ t►z EZ ZZ I?. OZ fit BI EI 91 SI bl EI 21 II 01 6 0 Z 9 S 1, I I '•' 1 I �I .I,..c' JUN ) 1990 �NIIIIII1111IIIIIIIIIIIIIIIIIIIIIIIIIIIII�Ftllllttttltltlltlli���t���} ��1�,�,�.�Iiillltlll��l�ih�lllll��lll��ll�I�l�i!�II�IIIr��.IIj�11�1�tlllti�ritfl�i�IIIItIu1111111IIIluu��u�,WlI11�J ..--ff........''..� I---.'.---I ���"� ��f1t Ult�llltU111111]U���11uIlIlllllllliill�Iill •4 F.O. BOX 127 TUALATIN, OREGOW 97062 • PHONE 682-2601 All exposed insulation materials , including facings , shall have a maximum flame spread rating of 23 and a smoke density not to exceed 450. UBC Section 1718 ( c ) . Thermal insulation shall not be installed within 3 inches of a recessed light fixture enclosure, or ballast and shall not be installed above the fixture as to trap heat . UBC Section 1718 ( d ) . This structure ( or tenant space ) has not received a final inspection and is NOT -approved for occupancy . Not less than one approved fire extinguisher with a rating of not less than 2--A : 10—B : C shall be provided for each 3, 000 sq. ft. of floor area or fraction thereof . The travel distance to an extinguisher from any portion of the building shall not exceed 75 ft . ( UFC Standard No. 10- 1 . ) Normal office hours Cor Fire District Inspectors are from 8 : 00 to 9: AO a . m. and from 4 : 30 to 5 : 00 p . in. Inspection requests and questions should be made by phone during these hours only . Whenever possible please ask for the inspector you wish to talk to, w by name Approval of submitted plans is not an approval of omissions or oversights by this office or of non—compliance with any applicable regulations of local government. Si erik r e Birc ill Fire Prevention Bureau s ._- ♦. 's.. �-.,..Y .�. . �� '��_. �/ �.. ns - .. .. ... -�Y � .u. gy'�N•}OMe'r. Y.� _ ...... - ..dYi1i. _ 9NO �1 � t � I � �� 1 � 1 �,,t� llt � l ` I � II1 �'�� I � I � I � I � f � 1 � 4 � I � I � III � t � l � lfl � l � lll � l ( IOl � lll � lll � t �l � i ' I � Ill � i ' I � IjI � { I1 � 1 , 1 � IIb � { { I, i � l � lll � lll � {� 1 � 1 � { � I � I � t � l � i IiI � IIttI � I � I � fI � � { ' 1 � 1lt � ti { { I I ` t � l � l ' t� l � t { 4 NOTE : IF THIS MICROFILMED2 3 4 �J 6 7 8 9 10 I� ��! e.U��l��•�� ��ll�\•ri•IY Il�.�w�.•�L�P•r .DIY! •rr•�. DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO ! THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 82 LZ 92 SZ bZ C2 ZZ 12 0z 61 of LI 91 51 bt C1 21 If lit —6 6 1 9 S �flt�llltlltttltttl�t11t�1tt1111it1it11�ltlt�tlttlttlllti��1�111. 1�111�}��alll�.���1{{{�!{{!I#�,�.�.f�llll11�11!�IILff11i}ISL}ttll{UtIIJ11�t�i1+1�1�titfl{�tt11I11i1�41t1Iif11�iIb1�111.i�lU.ll.11w'{�JII1111��Iil��llft�til�llll�llll�ll�t�uu,�1t���ulut�.�.�tl.���I�►�il��u.tul�i�+ � r'� UN 1 1990 — - _ �. _._�_....... , ;,w,..r.._...�..-- -- .�........,,,,._.r-_....-.-.�....._._.....-- _.:.n...A�._.. _.,.a. ._-�. .... ..�.,aY+aANu,.r....,:p.,,,r,,,,,,.N. a.+ky. _...•—.._ _...�.. .. _ _ ,u� ,,,� ..4�. ,� v ....'.. ..... _�.,r�qt�+ ..,. AY•%/e� - +� -- - "•�-r ,ar!!r..4w . � — ,,,,• _ .. i ; i TFFMZ260 OCCUPANCY FILE LIST APR 6, 1983 16: 17: 08 ' TUALATIN R. F. P. D. PAGE 1 <KEY INFORMATION> --------------- <CONSTRUCTION INFORMArION> <FIRE PROTECTION INFORMATION> FMZ-Occupancy Number ---- -------------- - -- ---- ----------------------- - ___-______________.___ 1. Floor Construction CONCRETE 1. Hazard Class 901 161 23ID-136-004 2. Floor Covering CARPET 2. UBC Qcc Class 1 A-2. 1 3. Rauf Construction.. PIPE TRUSS 3. 2 Bus-Occ Name & Address 4. Roof Covering : CLASS C 4. 3 ----------------------------- 5. Flue Type METAL 5. 4 ROUND TABLE PIZZA 6. Heating System Type GAS 6. Heater Room Enclosed N 11940 SW PACIFIC HW TI 7. Interior Finish Type: WOOD 7. Number of Stairs 0 <BASIC INFORMATION> S. Exterior Finish Type: MASONRY S. Stairway Enclosed N ----------------- 9. Structure Columns : STEEL 9. Number of Vert Shafts 0 1. Occupancy Phone - - 10. Construction Type : V-N 10. Exits 3 Manager 's Name & Phone 11. Total square feet 2965 11 . Attic Stops 0 12. Main Floor sq ft 2965 12. Alarm Shutoff Loc NONE 2. 13. Basement sq ft O 13. Power Shutoff Loc : Obi-NW 3• - _ 14. Building Height 21 14. Water Shutoff Loc STREET 15. Number of Stories 1 15. Nat Gas 'Shutoff Loc OS-NW Business Mailing Address 16. BuIding Value 134300 16. Fire Dept Conn Loc NONE ------------------------ 17. C o u t e n t s Value 67200 17. S p T i n k 1 e r Control Loc : NONE 4• 18. Other Value 0 18. Type of Spr System NONE 5• 19. Ins - Building 0 19. Number of Heads 0 6 20. - Contents O "'O. Sprinkler Supervised : N 21. - Other 0 21. Hazard Classif NONE Owner 's Name, Phone, & Address 22. Ceiling Type SUSPENDED 22. Anti-Freeze System : N -------------------------------- 23. Wall Framing MASONRY 23. Area Covered by Spr 0 7. Oakhill Investment Company 24. Stand Pipe Size 0 8. 503-777-4861 25. Int/Ext Stand Pipe NONE 9' 26. Water Available HYDRANT 10. 7941 SE Johnson Creek Blvd 27. Attic Access Lot NONE ' 11 . Portland, OR 97206 <SECURITY INFORMATION> 12. Property in Use NO ------------- -------- 13. ISO Class 3 1 . Alarm System Type NONE 14. Cpnsus Tract 309 2. Alarm Number NONE 15. Code Edition Used 1979 3. Alam Comment Code NONE 16. Date Built 11-01 --82 4. Guard Security Service NONE 17. Date Remodeled 04--05-P3 5. phone NON--E - 18 Insp . Type/Month INF /08 6. Watchman on Duty : N 19, Property Type PIZZA PARLOR 7. phone NON-E 20. Special Haz Type NONE 8. Guard Dogs N 21 . Special Hazard Loc : NONE 9. Guard Dog Owner ' s Name NONE 22. Misc . Number 1 0 10. phone NON-E - Ct«;«<C_«total number of occupancies listed is 1 »»»»»>> ..�._ -.� ��,�..+A... .��,..^..�.•. ....qy�. �. 1t' � � i}�r. ..-..� - r - "�\... 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