The URL can be used to link to this page

9460 SW TIGARD STREET-3 • • • 1 • • • gln�YYM�16y.� 1�M/��Ir1. ,. ' •�'.-.�� _. .. _ - ._ NM/MN - • Fil .n+m•, ,��<- -e QOF'eP`�! oz.:. r' I .2111...........� ._.. .. ` .. . . _ ..-. _ i � ISL _ , ._ . _ _ �. ` -F. r,,g _. 1 cote, set miniI st3nOsmis for toabtruttip�h. MO Or"ati _. . _._ -.. ♦ _ . - i s err � boive+•o p+rrir . or Dt� .. _ _... ._ - M ir.i F Li[ LAU. .}' ___ _ - -.- I Note 1Ka 1; udssrt sl+a O© •r L 1"� TLA i r.» _-_.�.., 1 2. ion* a for pfgll verify al i end conditi son uraa►ings aavd'.!q illi ld. • . __.. ... _- _ _._.___.__..:..,......_.. .__.•_. _ - _ _. -.-. _ +.= _ • matt tota`zir 'd orridN►cr1p qeg�i floors. r-- .._.,►. _ .�..- -. .r.--- 3. t 1 ors'and}t►r 1.ib >laOer 4 d4Cie it net pxori reed by tab i 6 't319n y M+!pas f , F 1>,. , b q"� - J r �- . i 4pecific.11y arra�1 for by tepel�•rata cttrac - 4. All wort shall be 5$'Stric't cpiipl'iareee with the Witty, 6utidt� ISDN tJMnded by • '' es 1 > 'State of QI�On 41l atlYeer S$es•R and { Al bodes a ONiTdi} y1r•danlqntS • • - .. VOL 4Rp1Y' • PP• 1 _ . ' µ.Vi�- L-~- • • • 1� 5IT at6R1( tj t,+Z S`o �..., � y e ail organic material ani)tep soi'1 ergo seem-fir the Gutidieg or under I 7.,�,'r-, c` - + ?, pa"' ernes. , .a r"`"-c�. • ,\' a 2. Fill material to-tomtit ice pf. ,•f G'K►f!T', GQkDI� �, .-� '^ , 1 F- 'J, illew fill ,in liftir awe to exceed 1 ,,. 1-, iA anti cdepact. to 1Q@tr S �glper f4,piings*WO 85,16 standard 1 "-„ _•�• ��, r ..� ; ', �i' �' , *We T49 und�Npa veer a • lie required by building ye �t , elm 'Slabs. tr�sr►id. coatpacticn test as way L4� ' 4� U) W 31, Sete hatarial immedaateily endrll4t lb to be 611 idyer of i-1/2" minus coag a,:t114 t i Crushed rock, d (I FILASANIs h soil pressure assessed to bel4i00 psf LL plus D.L. Notify eeg1,eer if other I ' conditions exist. `A t. Alt frau,► to beer en firm, umeia soil or approved compacted fill minimeem i +r" - Q 1!1" 11ti4iw final guide. Clelarc e01 foot treRchns'pf loose materiel by hard. I ' Notify dasi n agency befora,ptoeeediug 1 any unusual conditions are encountered i -: �J �1 L.'s. r t�,•�� p r t'� i 4 to the Oecav sg excaveritons. 1 .�'..----+ ,. ... , -- 1 0- l,./ i ' L.. G. e c'.. ` ce ( G� c v--✓l,..o i S. Do cwt er+carrnte Closer' than a 2.1 slope below faaRipys. ! G. ce,�t i 1401,. G,GD• i`I4' 20 4aI T, ) ALa t'' ,c �'-,0 <tsr 't W T. t.r: Average concrete strenytr. as determined by job cast lab cured cylinder v H to be o1A00 psi at 2$ days. i Se 0 2. Place end cure all cOmcrete per AC) codes dnd standard*. 3. Air ent.rsie est 4 to GI in all exterior slaps. ao 4. Admix: raster reducing agent in all gabs on grade; (Pozzoiith or aqua)). NM 9 Ri: MFORCiNu t' - I. All i re i',fo eel to be ASTM A615 Crede 40. 2. Fabricate sad install reinforcing steel .ccordinqto the "Manual of Standard Prmactife forDetailing Reinforced Concrete Struc,:ure:" ACStandard 319. 3. Lap all continuous bars 30 didmneters or 1'-6" minimum. 1 I rid: v NE_TA i RUN. I •- ---- _,.-� __ _ - _. �.�. - - - - �- -- - - ` Yo 1+ ori-engiaeered metal building shall t'e designed in compliance with t T , : Wilton*building. Code latest edition and all state and local building c s. Re l. poesloility for design shall rest solely with the manufacturer. , ', t,� 2. Contaactor shalt submit draatiegs of the building clearly showing the siz s and ( Y ►' arrengamisnt of all structural members and connections and of all builds cop- r •; cossets and accessories. Drees s shell be suitable to show compliance a th thee butlaing codes and to obtain building perarits. (( `r1,;, 7. ; 3. Contractor' is responsible for reviewing drawings from different sources 9 rify �" sr•,,.' compatibility of the piens and details. Special attention is directed t $salt I -. limited to verifying column�pqI�and/or apchor bolt laydut on the foundation areingf y tq,..na'tph the an • piSe a al buibilit 4tails. 4. Moeift tn014ri� *torr peding'if-any slater-41S shipped to the Job s1 tire" �oc� P 40111111110 Or ff field conditions necessitate aodifiatie, of any structure s. 5. "Yee inhered iaei;al Ibatiding elaegfacturers shall supply the foundet on neer (r)with a 1" ical sat horizontal elections for the building to be const' 'aid. -� In __._ . . 4 .t • _ _ �X. t '?� 1 I-:t �i' ✓� L...2(.:;,' li 1 ' V • � t R 146UODa' `l 2 0N al 1 1111 cu .. 1 , 1 . • tol ;u ine . . 1 i , • . I.JI 4 w in . c. i i 1 . . well- gi r• • / .! • . 3 E 2 4 C N /• • ri b Djjj fj 11J . 611 11 CI I 1 ° Min S. Z \III i , lik si0 tol'ir 1 0 1 OP' Nal -Nil 2 J ��• 1` 0 i w I I/ ., :\ 44111 4:iC `• e �, W U) cn ,` moi'/ f• /, S' X IOr1 Li(iv Ado; 'Fl-i S.L.7 VAN.'••M *1. r ' ' 71.. �; .0''' ✓f 1 • -` 1 111000 C ,`t � 01 ` / U CI • oyI '1 , ' .'""%tf, .9-41 C i Ilk A 1 se • , , , .,_ . . . , , . . .„. ,,.. , 1 A h•L-,"4"1 ,.. N . • . f ' 1• f Ii� ` 1 `IC ✓#l�'.�lr♦` �'-IYI v'.J1- (�r iG- ✓ fr)i, t� (7. / '1 4d:1,1 d • ' . 'c� z.�r*,s•-H' `VLJLC ..!' ,s. 1, ►: • • / "1Q o► .. I� t . t G A t'Pi�al.''` i �jUP`nl : A Cr'7 . "-i • \� �� 1 y,},p :P.:f, AIb.irl.. ) I�� e * • It ) Ac.if-e IATA,.101 Uffdr 1'O!" G!0 T ►A�1�...r..---'r'"...»,., ,1\--r ,�}� -..51m-.......:7-7-"r---- �� 1 P� '/:l. 1✓ _- _ __ _ <.• •_ I • r • ' • 1, 4'` !, 44 1 f ♦► I :7 -+ 1 - 1 d"r' i t. ijN♦ _ _ - t i °\ 'I .. i I il A. 4 f / • s Cs ° Cc:�- ' \ ' nfib Amar+ ... - e 111111 ar4... 410 1 114' • tl` \• ` �,1 taQ _`rK --- •.,..•.•,...r..y.,""".."'"`•,`„�..., 1 \ 0 1 *44 4 Q J i T'�$. if 1 r'"� _ l _. ' I k` I I . •,, ` = r.c ♦W/'� ' ip T \ il t . .r/.: �- �''� �•, �� + 1 1 • !, r ; 1 : o I'_ i mai • �, .♦,\` ,� �►iDta i' t d'll ►A Pike k(*.Sc` Az, ��•`s` � �, I, e )i, `p s „„ i ! I l y� . (1p 05 rik4.do?) , 1 . . I'. ." • L.A.Wki \1 ♦ j7�I `______ \\\,._ ,II� (t `` '�°,�, r• V ` ' " I. ir •Gi9rtbJ•�F. P ►..•lam`i.+ px '✓l'. \ . �� f ; • t' �« /\ . i ��•"�.Y.V `.. V . ..r. 1 4.C_+Dc 'r��.. �1 p '�'CJ I >< �c> OJ'�'�G'G+ \t/.. L 4.:i t _. _.,-....�_..- \ e. 10• . \ / ' .1 -**--7-7-----4 i 1 ► 1 . c..;:..,,,,. _.�. ... N131?G.12i, ctrl;L.', fr. V , �' k'`. .10• � .... J 1 1 r. A' n I 1i , ui . \ �‘ t j I i ; ii t I .. ___..__ _ _rte.�_... ..- I I 1 I , t R _ ' Y 1 ... 1 • r 1/44r.:9 a { i i E 1 der. ° I.° , I '/ 7.' a.'wY T:�:i.i P cZ A>g c.Oflc• ` •:, ‘4*(), I l 4 t _�.,---, -- . , 'I ' / � . t. . \ `' 111 _ . . ... • �� yl!r147 it t 0 I• ' • r ✓es � ('l) LIQUt ti mmes.i . of Y?AGI FL.u4,• rt .al - n• d1 ^ 14:41 . .. . •7 I. • ` i` . .1.-- ., -\\._. ,.. ,,._,.err.. • .�w..+.��rw. .._ ... __ - ,• �, , s .� DU ., 4rN +rr� �1,i ._ s .._ . =: %-=t�5:.'S..�z� � = , S rte ,1 > P all `r �-a_ _. .. t.. 11 Ai . /t1',0' y 'iti'9 Al '1 `-•.,...,•„• _ _ -i `l1 t-1,'.A M l►.,1G'C ' P'' T I t� A.!'«1!!�•1" : O•-'-' :L_LI M lr' 17i ca:.;.k{ (DA L.bc Az(.1c:a \ I'� I t�, 1�LaTAn.lt.1 e21 �c.tA ca.t', '(15� I.HaV obsr..l Prz.L'r.l4:-2 ! x .rm. LJLI Sl 1 - ,,.,,. 3 �iA 1. l x A �t�rA. tT21yT1� C G4t_) Z� vr� I • d , I i ,til ED DV. (\,iv.c , , . . ... • \.,..../.t.... \a „ywA co .. .. . ... , . . . . APPROVED FOR CONSTRUCTION DATE ' i-2-i CITY OF t , .___r6-7'". 11- a tvLo& O GA �, . 1/441--fRD x,: ,n.' w \ P A�'NI DIRECl4R 7 ( PAO., we •z ' • �. / :1' ♦ PERMIT NQ1�_, , SITE AfJDRE.SS % �Jw ,_ A y r • .... .. _. ‘tefr,dire 1 t BY YIT�E DATE ! fir► r.• :♦,• 'r�r► 0 ' 7 1 i - __ .._.. -... . r ora a ry r C ra e K f.tf ._ .... . , . . , 0,, fl *r'' -e'\\44N-ee / • . • • , - . • - . . . r" . ----- -- z A t . ---..-: . 7771- S‘V\ ......-... .0••••.••••••........m.o.nA %le i i i I ----D / ) (\f ESHEIII 040 Rr n t / / f r t • `` 1�/ , . /• i . . ., ,, (_, c 1 e...... cry imi .. . ,. . . , . . . , „ ., . ,! - . :, a, • I (]F d ,r,'....,... • +rrr�rw°°r. • ___111L �.r.r,�oY•�r� ♦ .-'w`.�" +�....� �`w+er .�_____ J ,.b • 4►`^!. , ..Y•s;4 ,(,�, y.. .o•rr .a a• ...w•. •.a. ..' - 'd.> ,a� IA-:" f '`• .-. �t� 4 .a1.,rx,'t '!•Ii,1 �•er'R,e•. r•',ctn. y..,.. '!,halo "MF, .Aa♦'-v""I-a"0, .. .rc . ill*► ....rk. .A,,A.i ,,,,,,.. , 2h„ ;' '_,'".:v ...a.�K.s.,.....,_, - ' , - ..ap �u ,Aimpiwromm eta.- .w*,..r.."00.MR",t ."+� .. � new ff .110*-- 11010 1 '11rI111 Illirlr I11 Iltlllllllllillil IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIelltitrrrr � Illlllllllrlrlart i M I Illt µll ( 1in� 1Il,IIIIIlIlIIIIIIIIII,� lll � lllI111IlIlIIIIIIIIIIIIaIIllilllll IIII •IIIIII IIItIIII ) 1 -' i i 2 3 4 5 6 7 8 �g t 0 it 12 - f NOTE: I F THIS M ICROF UNE!) ►..-....�------. _-• ....�_.__..__ _ ._ ,_�_ -- DRAWING IS LESS CLEAR THAN -_� THIS NOTICE, IT IS DUE TO I � t THE QUALITY OF THE ORIGINAL 1, DRAWING. _ , OE 62 92 42 92 S2 02 E2 22 12 O7. 61 81 LI 91 SI bl t1 21 II 01 6 e i 9 5 b e 2 1"•l� ti - IrIIIIIIIIIIIIlinilIIIIIrIIIIIIIIIIIIilmiiI11111111IIIIIIIIIIIIIIIII111IimllpilliailishoiIIIIIIuJILLIIIIIIIIIII�IIYIIIIIIIIIIIIIIIIIIIIIIIIit�I11t�1111iluIlINIIiIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIlIl111I1111�1111111l11W1�1 1111�1Ulwl�Illlllllllil!II11l1�11UIlIiIIIUIIIWiIIII 25 , 1990tii. i . _IL.._ `,1 • 1 REV/SIONS M 1 , N li 9 14/14 l�Vx p L'1'v4t 1 , --- ...._.—..;:—..4.—_ - _ ru„ - - ___ - --E_ i x '� t �' per,,�I [ i 2.)(b /) 14.o"o.0 ... t„, :r 4,If i I Vlrl�(L 4.$ 1 O I-IV JK q' 1"t7 r' ;,, ,;r C'e y ___ E� o1-rl�,�. '�� rG '.- . 1i 2,00, Afthili, af J. I ts(, i,�,',a.G 1 ! L)1- �kH T I I d. � �� ,1 II x if r N sllae5- 4II ,� Ir a It < IS 4 I +Y.10 *4Crill ! 4x4 I I I 27,-14- p T � II `— — ........_________L___ I • • II ��— 7.46.11 4Xa IUi1 1 ii NVL i._f 1 II t _4______Jc21-AL____+._ --.-----,...c)oR,.. ' I iN\hi 1 i I 1" I it Dote Scats Drawn Jeb Shoat of•• = •• .4.1....2.,04 MO tOM+H r y I.flhnets Q� .Y— --— ._� a.. - :....-a•Y.. �a.�.M11 ��!'.,• „�,.;�;,::.wrn..� I , � . .v ...y Y...r t.:.y�.p.. .a b'" w Ltl I I I 1 I 11 1 III 1 I III 11 III I I III I I III 1 I III 1 I ►I I I I I I( 11 I I L...I. I I'.,I IILI 'III. I I>. ��• •11,,.. < e avwtrM1 — I ! I I I I I I I I I I I I I I I 1 I I I I i I I I I I 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 ti TM *"4we^� -.•- �„» X 1 1 11 1 I I I I I I I 1 I I I 1 I I I I 1 I I ) 1 1 1 1 I I I 1 1 1 1 1 1 i' I I I I I I ' MICROFILMED ►_ _--- 2 3 4 4111 rl 5 6 7 9 I I I I�---DRAING NOTICE.SLE CLEAR THAN THIS ISIS DUE 112 THE QUALITY OF THE ORIGINAL DRAWING, OE 62 92 12 92 SZ bZ EZ ZZ IZ 02 61 RI LI 91 SI VI EI 21 II 01 6 9 L 9 S b E; Z ; 311"" ,n' iiNI1111111,11111111H11nI1INNIN1111111111111111111111111111111111111I11IIIIIIII111'11IIIIIIIIIIIIIIIIIII IIIIIII!111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111,111I111111IIIIII1111/1II111111111I1111JII1111111hllllll111111111111JJllIJ111111111I1WJIIllI1111I111IIUIIIIIIIIIIIIIIIIII11011111 ,. 259019 ... I t . • • • • • • • • • t, . r . ___ • i �•�' . ,. . .moi . ‘ -r4. 0 . . . - _.^- _,:___ _._- .. c_- _ ._._-.__..__w.,• �... ___-_ - _ _.._ _ - fief JAL f,P t`c.fa...., Il i 2,pi 49, .x 1 0 _40 I� r , ei'r) . . ...„,_. ..,..._....., L+ Z:I. f* !11 t •'0 _. r....... __,. _.• 4.�¢d ��®rte^ ��_e?" Lo 4t4 4 ni�,,�r< h ....., ..,-,f A ' r_.-."----:"-• — , • rtls„i, 4 4"'°' L.-...........................„...w......... • ,• � \* 15 i %- • ' , I 1 i ._,, « ,_ /--- IA CPA. ,r ?2' x. -)--.)( I_ i i / N2 luA.LL. 11 t • L 1- L --.__ (1)I�A - -t . ._ -. - - - - i i _ i CC _..i. _\, 7, • _, , 4- in )4. to �'r'G� / , I 0 ' 1I • li 1 ' .i4 (`.Aj II i -- , Stress, Gtar ( i5Y 171.176 n Aklu P, , 11 _a . - ' t- • N 1 o ,* _--- - — ..,.•.....—�. -....« ...J '. I (� U. L1 _ '`I I kl I I r`fl jx •i 1 • 2l�i1 V irfZ/a►M>'!1 '"� ! _._ __,._..... lilt •a�Y P► t..rD an W T. 1 .I i , r I I --- 1`1 . --- -.;,.. - " NbT- Gi A is.1..: ...-� i(s,'� o,�. -9 Q o' (14) I , t /a,� !JY P, 43 N TEi 0l9.1"--• --- -- fee p 1 LI . m e.i-A..L. 4, C711,160 c-1-.. 'Il _, _. • , . i 1f. • • 1/4,.......t9-^.......,14-...1.... tc„... *.. -......_ .., 11,........ i-t. —.. 1 "1 • , -"'_'" -------- __- fir.y ( -1- al Ail ; , j \ ,_ i I ti v e sz 40f. a e.t.a...)IJ :.Aa T- 0IAyf�. _ tr '(t I,'11 'Uatrogiv-C r. ti .,� �s,, . ! lg. .... .. . . •••• 1 I R,>r�c�l�0 ' -V- 1 , ov IGe Gc ?RGl., .2+='!r.I--c, ,4:1,- • I l ' I' ' �\ I ae OII C G SIA. 1-,4A`i' 1,''A,t . d < < I +� 4T t.1,-.1 301 r,t1" �7 N Q.l... larrr7'1 r-�-, c7 I ‘.4 I �. to ' s. I t7 1-644 I R p'I ^1c• y ! J �, -1- 13 • 1 c I. N in . N .11•�(..a) ..... -4i i. . ... . �I 20N II 1 111 - 4WL In _ I I,l W W 2 ° 4 2 .3- . I � Ow0g w � I • 0.. • W '' 1 I ' , ' - ►O A ( Z-`' Y. 4�,, FTei ti / 4 4 l.of.k. i.. 5 4 ‘icer �---_- a t0 0 • . ' , • . :•41104.4..4.40 !ord. , . • ' �;-5 fes I 1• �_.! ... ! .,..•.,._,�:..ro.csac.-r`,r. _iCltleaWtfa-a.7fta�t/ if.) W ' rt 2. ••••••••11.0•101114 . > -I 4 .......,.....claw =o t M � � . .tr • .•• • • (f) w..„ �• , . . Lu:„ • 'I .1 ditill r� L 00 0 'L.•t 1`•) C • .,..:C I D L� �� u , . , / W ItS 4• • • • • CV ik • ' ; I ; , ry _._.�.-____ I N e- WA L.1... .--- -"- '� , ,.-- w i � ► CO , , E, • 1 1 I • 11 I ' i , . , 1 40111111,11•1040711.11.11.14411•11 I w ! I CO _.— J • k.:rt • • • .0. • 1 . • • .• 4 ,/' , , ,, , 1,1 0 e 1 -1.4 a [..... Y is, 7 f.,9,kA w < • _- ___.,_.. __ ...-. ___ _...� _.__._. .___ _ -_'-- ..._____-... --t - . _ _ �._..... _ �.-. ......IJ ; . .. ,Q f -- - . ____..--_____- ---- Z 06 LI _ I •s. , • . I♦r i I, / , ._ .__..a_r....--_. .. ._..tea._ ..._�-•-� .- �.w ( 1 f I +• ' 1 f 1 1 • r_-, _� .. I + (,O (-AV , 7 I ,r 1 i __. ...«..,. _.- .-.- _ I .• .111 1 I 1 i BJ�C ALE pC1UJ NO : �. Mit 1 i. j '1C _..cam--.at_:.'x^:-.._. - ._ ,.• ._- __.._.,.__......_ ._._.-.�,... -'.._ _ •1 J it . `,• �� • - -»- -...... �� -_ - - -- -+.. _ . ..� - -�. _ -. .... _. ._�... ua.^ �.. _.w �_ _ _w - ��, l-•- a,.. ._ .. . .. ,( ` .. . DRAWN CHECKED I `• F SHEET NO • • • 4` • I 4-'17. lam.•+ ��./• s v AT- lo {�•�.1. r 1 r r - fi . . . �. ,. ��/y�� . '4 ,�.�_ 1 !/� . S. . i . • 2. k if r •n•.I.•.,•H.,.moon ••••••rrowr•,.v.o • - . . . • ,. - - - - _ - .lop • 0 • _.... .IiF. .^ ,y� 11�"v'^*!I' , •1.a a• .,••P• a V 1 ., • +•."!.•ice ,11 .. ',a4rw4Mttttotat.Lt••..IN'` ^..t. '•.. Ar_ _ - ...._._:..,.. • - I 4 h IIIII• ►11111•iI1I111111iIirivi 1I111I111I1111111I1111111I1111111I111111�IIIIIIlitio IItII1111111I111I111IIIIIII1IIIlI111I1lip o ri i1111ii11IIIlIIIIIIIIIIIIIillitIIl111ill y I T IIIA T I11111 �. ... NOTE: I F THIS MICROFILMED • 2 ..,.,r..,� 3 4 5 6 7 9 ILO I I 12 t DRAWING IS LESS CLEAR THAN - --�. I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL. DRAWING. — - - - - OE 62 92 L2 92 S2 02 E2 U$ II a 61 91 /_I ()I SI b1 EI 2I I1 0I 6 9 L 9 5 b E 2 101Y k ,tillnn111n1un1uulnuluulnululFlnulnnlnnillnln111191I1911i{1iI11111011II1111111110'11111IIII1I11!IIIUII11111111)ILII".1111111++iI11llIUl►IIUIImIIIIu1110111111unI�W IIIIIIIWIU1IIlwuWtWsWll11111111111111111 11111llWI1111L111I1ll1I1111111111II1611111 MAY . 25 19910 . ,, • .... . I .-. ammoommMal. ...1.1.111.1.1.7"...........9" .........r......• • ,F---- —._ SEE PLAN — -- 1 ��, _ EQUAL EQUAL SEE PLAN- - / X-( i-1G� I2r�fo.Ir�li�G, k,Al.l. f ,� ---- - - f._.. -- -..._. GIG �; �^ '� - - ------- --- EQUAL EQUAL ```rri.,, --SEE I I. ' I / -- - s4 ---- �!�' "'!. SEE Pl_ANS ' 'kilo h641.1. I -OII I,,j t�„) (\,;02-V � �/ �d-2 X 2 X114 X 1 0 / ��-/ BY MFGR. �/ GiTP•►�DAFZD ►-�CY�I� E�v THRUST ANGLE VERIFY ANCHOR BOLT SIZE i- VERIFY ANCHOR i;❑L7 SIZE \,/ .1 P-( 4U,1GIUL b *-2131 7Ar GINEA1?� 1 I 0 "� L...1_,.. -� ' i- AND °PACING AT MFGR'S / AND SPACING AT MFGR'S I - �.__ 1 DRAWINGS I DRAWINGS..,„ I�I TF-I 1--,11024-). 17F�►b�l► IGT G! --- gI T t I • — _� __ _ — i 111 A 111 1 \ ..wz., .�' : -- I H I. ,� w 4 / _ . FOR Au NT R BOLT _ c 1 • — I _- . Q v1 + - / LAYOUT SHE PLANS BY a _-.— �_ — ---- - - - - -- r -- =� �' I hOrZ (�� I riG I "I I I • I . MANUFACTURER a s c \ �- 1 ' �J • I I f 00'i11r /61(Ay I \ w z ci \�ti z • - `�-- I Pj E 1,�D I,•l Gi P1 2 �T ;a IWi I ✓.f/, I✓� 41.4e) Q j / \� w�,q w� �- r-_ �� riG �t'iI1`' • /� IG1VV �7�pVG V� Vl LI y I q ---/-, /6�T• w/At l'I ! L C/-�� I I � 11IG. WKl1�1 �� v \ # HAIRPI'JS TIGHT '� c. - 437 I�4 �� C(1 �1j'�l�yi 0••211 D.6• �_ - -- l._ - w \ TOr. ANCHOR BOLTS I 1.4c2 LeoCe-12 •r� D Re, 1��. -. �- O �I�/t {%U�'f I►�lrl ^��-�-- '�'� L PILASTER AT ELEVVED �iA'(iie A U -141-`;:''1-'11°' rf „�_ I \ - __L_ \ ENDWALL FOOTINGS ' (PA,t) V Ce'w'.11C-Ir.. it*.4�7 rl�Gt Pl�i' IZ �G1 . ✓ __ _ __ _ _ ___ "� , \` CONTINUOUS FOOTING �:, PILASTER AT ELEVATED -� 1. BELOW 11-�Il _/ I26TA1►i1�1G I,JA .l, �f1.1 aT `,/ UpL\ SIDEWALL FOOTING } ,'r I 9 1 _ �`' f" : �� J, ✓vim � v � �' V 1��I ^ !V� �/ 1 j - /-;_:` ('D�"I ' "1�) �I E I� �� V�, 1/�1-�.I. - ,., ‹ ,, f..� "'' �'= r �/ I��'r.I • .1 V� Mr _ ..,- / 0 .. a 1 GRID —• THRUST ANGLE r 1- HAIRPINS G\ RITHRUST ANGLE REINFORCING AT PLAN GRID i ANCHOR RCBBOLTSRER BY BUILDING .____I I l HAIRPINS Fd4T 1 t-JG. �S1 L E Ate!!7 R E I rI F• /� i =- r - .i! - TYPICAL SLAB REINFDRCI JG PT �lJ+-�G�►T')Ohd �t.AN 7- --. REINFORCING AT PLAN I 47 \ H N 1 S PLACE 'f❑P 4 TIES AT 0'-2' '�-` l - ,\ — xi �. ` Ln Lna L LANCHOR BOLTS BY MANUFACTURER4 rj I \ z> r•------__ W [1� TOP 4 TIES AT 0'-2' APART Z _ o _'�`"_._._. 7 w •w � #3 TIES AT O'-6' VERT BY w I o :' �` .III= ' -. 2 0 -_-�__ ., W (n �J VI 1-�� #3 TIES AT 0'-6'APC•RT 1 41111 { 4 =III •' v 1'-0' z �BY . c,-3,)'"A - i .J W to - 4- 4!J VERT WITH STANDARD ata ' 4- #4 VERTICAL WITH 4.44 4 1 — .� MOZG� Pre, . 1?aE1tJ� W in 1.... (1) •-- • HOOK BOTTOM w STANDARD HOOKS BOTTOM i JC'r'I a r w , / - z FOOTING SIZE AND 2 4 N ` ' Z� me CD co REINFORCING AT PLAN \ III�1l FOOTING SIZE AND ,4 • — LJ C-. / r biz / II_ REINFORCING AT PLAN / I En W U C II^ • 0'-3' CLEAR - VERIFY ANCHOR BOLT DEPTH D`��, W i 0 ., H f O'-3' CLEAR WITH MFGR'S DRAWINGS. 11-4:1°A _ Q ADJUST FOOTING DEPTH AS o ��o • �. `0 <I/ VERIFY DEPTH OF ANCHOR BOLTS. REQUIRED. In T. 0 • =y IF ADDITIONAL FOOTING DEPTH IS (� E O e2.) F 'r G 5T i 0 M z i1101•111111111 NECESSARY, ADJUST AS REQUIRED. Q OW = Imam; II s�'F1 »� tLo > J 01 L R k-i 2. e• 1 , ,. _ r-"-164 , i `l/ 1-4 ,,,f'" e .e. .., .7 ! ---- w iii /-p ':./- .„,.14, L, 7,6i . 144/ i 'L,4ss i'T ,2-• '----71- 1,-0 ___ <1> �Q 3' x 3' x 1/4' ANGLE WITH 1/2' DIA, ELI 12 AIIIIIIIIIII CD >. STUD BOLTS AT 2'-O' O.C. J __TYPICAL REINFORCING (- 1/8' X 1 1/2' PLASTIC STRIP D - w 1 - AT ovIeHebv POena - \ DEPTH / SET WITH GUIDE Y .� I ~� i GjLDPg �il.A�.., 1i2+ iki li-lol A i) ,, lc- i) . . . . . . • . • _I=1�I l 6 2 , ; . . ; pi --.� ��Al�j F��ilh� � •�T i�l,.�►►� // GiLb►27 Re'PJ . T int-,�*I'�..... ....:4.4.44 • ' pop C Q mcl #4 @ 1'-0' D.C. *A -SL'1A W: 'ii TYPICAL REINFORCING ,k i i �1� -STOP REINFORCING 0'-3' CLEARI I 1 r= � 1 • --——moi \,\ 1- #4 CONTINUOUS OF JOINT --7 '� 4 Q _ _„=--, �j . -ciZ 1 I POCK BUMPER ', ! • ..�� 0'-2' CLEAR a WET CONTROL JUINT ( C ,J,) ' '- • �ur., l a = ;� .� A�b v _ #4 a 1'-0' O.C. HORIZONTAL ,_`' N ,� - 3/4'x 1 1/2' KEY, TOP #4 e 1'-0' D.C. ,_ 1/8' RADIUS TOOLED EDGE - AND BOTTOM SLOPE 1/2' _ _ d o #4 e 1 0 D.C. VERTICAL. .4 ' �• IN 1'-u' MAX, LOCATE I _ PAVING ❑R GRADE PROJECT ESLAB,-6' TOP OVER #4AND BEND JOINT AT MID SLAB DEPTH J I 1 0 -- \'` _� \ 1011111. • �-1PAVINGORGRAUE r-a i � �TT�o!-�. SIE C� -= r �� ``- 6' CONCRETE WALL \ . . 1 I t- 2 1 it 62 YDJ,1G �►�•117f9 OF \...7....., - ALL CONSTRUCTION JOINTS TO ��Q 0��Ii�� 0 , 43J . BE COLD CONTROL JOINTS It OIC • ,L fU 2 P/'� COLD CONTROL JOINT ( C . Jr ) CC ^ W 0'-3' CLEAR 0'-3' CLEAR 'J � Iiii '� \ --lc- Allibi ' '-! � Ei , C.;� �...-, CIF�iT _�''�7 i.� �� 1 � . .. =-..?.i•l4 , �.. - - giali _/'1' � �� e l"-7 '-�. t.2C.> ..~ i"G. / l / r 1'-6' III_- 1..._,..011 ® '� IN r ! W / -0 2'-6' / • • fir, i I !j�l i-c)” 1111 I I...0', .._J z o t 1 W 0 4-a C 0''o� c '/ k T. Ll,r! CC O • _ r DATE ✓ t ✓ !~l ✓ SCALE vAOJ NO '' 406141 "7 OPA.A,N CP-ALCKFo t- - .61 l0\i�LL 1.0 '1+Ii� ,d `Tk4 �A• ' IGS t,t,412.0'W . Ammo S�+E E' NC) I 5 ',./-1• C V C?�,� _ (- .-1'P L"�G,E. .. 1 1 ,0 1 -0 i , ?...-.„ . 3 of . w...��.�.�. �..� �..r �.../rw.� 3 -----`- �� - ...�...� ►ORtl..n!)rnr r.H110n nr rover Lw nn i-. ..'."'.'::rs.a..._•,l,w.-... .___.. ...,�',,_. :1 ---_... .ri..e _ .!" .. __- �'. .. ,r..�,,,.. 74" +4R'a'Ir4aR�YridR!!� x .' >a,.AM: -3•r s _.ra._.a�...•. ._ 1 r1 . ,� ,� lIiIllalili (II11111 il►IIIi illlili i1ilili IIIIIII IIIIiII iIlI111 IIIIII III 111 ,.=. .w,..., -...,1..r I'� I I ( I I i I I Ii11Iilllilililililililiiiiili�11111I11ilililililililililililililililtlililil1lil►IiIlI11i1i111ivil ' I I . NOTE: I F THIS M ICRCIF I I.MED ��_ I 2 3 4 5 6 7 8 9 1`G I I 1 2 DRAWING IS LESS CLEAR THAN - r" — .r. I THIS NOTICE, IT IS DUE To THE QUALITY OF Tit ORIGINAL ',, IA • DRAWING. – AE d2 132 12 91I2. SZ b2 E2 22 12 02 61 91 LI 91 SI VI El 21 II 01 6 9 1. 9 S b E Z 1a1mw . ►IIIIIIIIiiiiiiiiillliillliilllillliilllllaiiI1IIIIIIIU1111111111111111I11 11Williall1IIIH11111161101IIIIlI11JI1111I1111IIlUIIIl1IIIIlI►11411111111$11111 l 11111llwllu1luullulluuli1111111ii1►1111uLwl1u1luulw611111u111111u1111i 111611Iul1lullulllwhm • 1 f. M ,R_- A 'Y 25 , . ' 19 90 • i. iire ......-- i r • BUILDER / CONTRACTOR RESPONSIBILITIES 1. IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR IC OBTAIN APPROPRIATE APPROVALS AND SECURE NECESSARY PERMITS FROM CITY COUNTY, STATE. OR FEDE:FAL AGENCIES AS REQUIRED 111 2. VAHco PRUDEN S STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED OTHERWISE IN TET. CONTRACT DOCUMENTS, VARCO-PRUDEN S DESIGN. FABRICi47ION• QUALITY CRITERIA STAN DARDS, PRACTICE, METHODS AND TOLERANCES WILL GOVERN THE WORK ANY C THER INTERPRETA .. ' 4 TIONS TO THE CONTRARY NOTWITHSTANDING IT S'-iALL BE THE RiES!�'�')NSIBILITY OF THE ' BUILDER/CONTRACTOR TO COMPLETELY UNDERSTAND WHAT VARCo PRUDEN IS INCLUDING OR EX • CLUD NG FROM THE ARCHITECTURAL PLANS AND/OR SPECIFICATIONS A VARCO PRUDEN SPECIFICA iti , ,, ,, , TION 300KLET IS AVAILABLE UPON REQUEST ,.....AS,I1 0 r ,� { I 1)1L..... • 1 . 711) I A 3. IN CASE OF DISCREPANCIES BETWEEN VARCO PRUDEN STRUCTURAL STEEL PLANS AND PLANS FOR NIP OTHER TRADES. THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SEC 3.3 RISC CODE OF STAN e.A. DARD PRACTICE, 8TH ED.) -�� 4. APPROVAL OF VARCO PRUUEN DRAWINGS AND CALCuLATiONc INDICATES THAT VARCO.PRUDEN HAS CORRECTLY INTERPRETED AND APPLIED THE CONTRACT URAvv NGS ANU'OR SPECIFICATIONS THIS APPRCVAL CONSTITUTES THE CONTRACTORS/OWNERS ACCEPTANCE OF THE VAPCO-PRUDEN DESIGN CONCEPTS, ASSUMPTIONS, AND LOADING APPLICATIONS (SEC 4.2 AISC CODE OF STANDARD PRAC TICS, 1;i H ED 1 /a5:14111kA 5. ONCE THE BUILDERICONTRACTOR OR A/E FIRM HAS S:DEBD VARCO PRUDEN'S APPROVAL ''. 14111117eilli PACKAGE AND THE PROJECT IS RELEASED FOR FABRICON CHANGES OF ANY KIND AFTER THAT fi 'll.. . Lilr • TIME WILL BE BILLED TO THE BUILDERICUNTRACTOR INDING MATERIAL E,'JGINEERING AND HANf)LING FEES A PENALTY FEE MAY Bt. CHARGED IF PROJECT MUST BE MOVED FROM THE Amu! FF BRiCATIONAND/OR SHIPPING SCHEDULE • ' 11) �. 1/ 8. THE BUILDEHICONTRACTOHANDA/E FIRtiIARERESPOLE FOROVERALLPROJECT LOORDINA• f TION. ALLINTERFACE. COMPAT!E3ILITY, ANDi�ESIGNCOERATIONS CONCERNING ANY MATERIALS NOT FURNISHED BY VARGO PRUDEN AND VARCO P'IUDEN'S STEEL SYSTEM AHE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR AND AIE FIRM SPECIFIC DESIGN CRITERIA CON CERNING THIS INTERFACE BETWEEN MATERIALS MUST BE FURNISHED BEFORE RELEASE FOR FABRICATION OR VARCO-PRUDEN ASSUMPTIONS WILL GOVERN (SEC 4.2 & COMMENTARY. AISC CODE OF STANDARD PRACTICE 8TH ED ) 7. IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING • AUTHORITIES THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT VARCO-PRUDEN OR IT'S DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A L'ON STPUCTION PROJECT THESE DRAWINGS ARE SEALED ONLY AS TO THE COMPONENTS FURNISHED BY VARCO-PRUDEN BUILDINGS 8. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOP SETTING OF ANCHOR BOLTS AND ERECTION OF i 1 STE,'-I IN ACCORDANCE WITH VARCO-PRUDEN'S "FOR CONSTRUCTION" DRAWINGS ONLY TEM' BUILDER T1!__,_-L_(oL.14:-_5 'I <<c. +_1.Oh.1 __ PORARY SUPPORTS SUCH AS GUYS• BRACES. FALSEWORK. CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE EREC- • TOR (SEc 7.9.1 . AISC CODE OF STANDARD PRACTICE 8TH ED I CUSTOMrR: LJ - 1-I \ ___L.LI IDE`JEL.c pIA 1 LOCATION: .1 : :`I/1g`:U / C?P'C_ �4c—1...)------- , I i GENERAL NOTES THIS PROJECT IS SUBMITTED FOR APPROVAL PRIOR TO SHOP" FABRICATION WITH THE FOLLOWING GENERAL PARAMETERS. 1 MATERIALS ASTM DESIGNATION HOT ROLLED MILL SHAPE'S A36 f=Y 36 KSI I STRUCTURAL STEEL PLATE A-572 FY 50 KSI GR 50 • LOADING : LIVE • PSF WIND MPH COLD FORMED LIGHT GAGE SHAPES A-570 FY -_ 55 KSI GR 50 ADDITIONAL COLLATERAL LOADS: BRACE RODS A-572 GR 65. 55. 50 ROOF ,� WALL SHEETING A-4.46 FY _ 50 KSI GP D ' BASIC BUILDING SIZE: WIDTH _±J_`- t' x LENGTH I L—c, x EAVE HT._? ' � ,'> BOLTS A-307 & A-325 NI, ROOF SYSTEM: P. 1 __ COLOR: - E.:4-:1'.1/ ‘ vs/ ii!_ • VARGO PRUDEN IS AN APPROVED FABRICATOR OF STRUCTURAL STEEL REFERENCE ICBG REPORT • • WALL SYSTEM: P• ? ____ COLOR: `-- _-7-?:.7F7-cf - 6L—UE • No FA-240. 2. PRIMER SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER WHICH MEETS FED SPEC TT-664u AND IS VARCO PRUDEN'S TAHITIAN BRONZE COLOR THIS PAINT IS NOT INTENDED FOR LONG TERM Ex ' POSURE TO THE ELEMENTS 1 3. A325 BOLT TIGHTENING REQUIREMENTS / • ' 1 ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE 1 . STRUCTURAL BOLTS SHALL. BE TIGHTENED BY TURN-OF THE NUT ME T HOD IN ACCORDANCE WITH THE 8TH ED AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS PER SECTION 5B. A325 BOLTS MAY BE INSTALLED WITHOUT WASHEFS WHEN TIGHTENED BY TURN- • OF-THE NUT METHOD • ALL BOLTED CONNECTIONS, UNLESS NOTED, ARE DESIGNED AS BEARING TYPE CONNECTIONS WITH BOLT THREADS NOT EXCLUDED FROM THE SHEAR PLANE PER UBC SECTION 306.A.5.2, INSPEC • TIONS PRIOR TO OR DURING INSTALLATION WILL NOT BE REQUIRED APPROVAL OF DRAWINGS Signed drawings is an indication that the dimensions N a. d framing delaii s iave been reviewed and are approv- �I ed for fabrication1 10NC ...............0e Fabrication is der CI'1g return of signed drawings. ' l �tEP,ED PAOEf JOB NO. f\,, Approves. sur�ITil'`ted Approved as ��oted sk/ " f Cllr t2IL„ Lt-] C',: viropr��ved - please resubmit / 12PO4l y / Architect/Enginc.ier / w i � . ;--/ N , , Builder \�� Q^[��x ��l rlA1��r�"p��N B TURLOCK, CALIFORNIA s s py_ ,, �Q BIALDINGS PINEBLUFF, ARKANSAS ST JOSEPH, MISSOURI ' EE. u�00wll/lfr J '/` III x,14, ' �v ( if/111014.° KERNERSVILLE. N CAROLINA EVANSVILLE. WISCONSIN AIWA firiiiin �,TN�AL ■r'1. Iv .: w4 111■ •U',Illt LUQ' 6•'119 r if • ' ',"*4440. _. , ,, ' . • oil . . , .. . \,. --7"R'Ij�'Jn_.n..S.r� � I41Num. hfia ? 'r._ "'HAS R p, 'W .... �,:' :•„•WM,w.,fµ.. .ICY+« Tom': ,I• • { , ..._ "'.rR'J7jy • ' � III111 111111 Illltllll11111111 'lrltlllllllllllllll111llrllllllllllllllllllllll1111t1111l111111111II • ! ,1 ..`''1 .« ! l i I ,I 1 1�1 11 I I I np 1 1 1 1 1 1 1 I I t I I � I ' rt r l ,� I l l I � I I I I I I I I I I I I I i I I I I I I I I r l l l l l l l l l l 11 t 1 1I 1 1 1 1 1 1 1 1 1 1 1 11 ) �: .. _ - .. 0 M _ NOTE: I F THIS M ICROF I LMED ( 2 3 �,�—..., `#—r��_5 6 7 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN • a+ 06 THIS NOTICE, IT IS DUE TO S } THE QUALITY OF TIE ORIGINAL 404 )(16 ;1" DRAWING. — — -- { OE 6Z HZ LZ 9Z SZ bZ EZ ZZ IZ OZ 6I BI LI 91 '•..SI VI EI ZI II 01. 6''"�'''9''' L� I9 IS-.--' b C i 1",I*' i IIIIIIUIInnIMlnnlnnllidmi1111111111IIM1111111U1199111 rI j1N11111�.11111 IlI111111111;! 1114IIl1J1110111I111111+111E11111111111I1011111111111111111111111lllllllEllUl1IW111111 111t1111U111111J11111111111ll1llllllllWll1111111111.1611I1111II111I1WiIIN 2 r AY I 25 0 IliI . 9 0 , t Ike . . _ . . ...._,, -. _m•.�w.r+- -r..�,/r �..r.��.n.r►• ._ .-- -...- • • _. _ _ .. ._ - F +.. ._ �...�a.,�„•„ - ' a.,.. .• .. _. , V, r 1 Alp • • I it- • 1 tv N� ,z " - - — m "ni � '—� rn 9 L N SSlLUMN „�SPACING LL I �,Pq�LrJGl 8 1 /2 -- 3" SIDEWALL S �,i �, ivl Q s T SIDEWALL 4. ', IL, NOVA L. 1 ill!,--41iitTIELQQ-9- OUTSET 2 3/4 I W zlr-- i�.,'6Et �� SEE C ~- - ---1 u1 c i...--N- -----.{ 2�/ isk tams uvZ" t 01 LiiMEW) IONS 80L T ANCHOR YO --t —� �in_i_ _ ------,T---1 = Qv , ,i 3/4rTi ---s----4LT;1-z vi ui •'la - I/2. X 4' MB NOT z L p J �-Q- --1113- I' L t 8Y VARCC1-PRUDEN o 2 \ � J-- _1___ FINISHED FLOOR ( ll - I_ I x•LI -- 2� 2 1/2 _ w rC 2 1 /2",.4,......+,2_1/2_7_ T YP . ANCHOR TYP I CAL COLUMN F gri.E7-,1,36ABBOLT PROJ . O3/y"DIAM. R 36 R. BOLT � "gASE PLATE DETAIL NS 3/4"01Am. R--36 R. BOLTS 1 D1RH. R•-36 R. BOLTS W II B Cyd A- � A. �. = 0 C -r 0 (..-..) 0 ( • FRAME AT FRAME LINE __i 2 TYPICRL AT FRAME LINES 2 - 4 30 ' 0 30 '-0 — - - 30 '-0ids 30 ' -0 ...1 15 '- 10 3/4 12 ' -2 1 /2 12 '-2 1/2 IS '- 10 3/y 15 '- l0 3/�1 12 '-2 1 /2 _ 2 2�+ 2 12 '-2 1 /2 — � 1 5 ' 10 3i 1 8W X 10L a I'- 3 - 1� DET . A I _ 2'11• co �� • C - I , - ��u.! 1c I'7 L• - yr - @W X JUL DEY PFy I I //GET . A e� •• W ALK S f EWALL -_._-... -ter / ` PI • �� DET ./- DET./-� /�% .. ---4": .. - .. \ A • 1- FO I \\ FO ��\ DET .i �� OET ._/ • ‘9W X 13L41 FO FO DET. C o • • F. i \4J cn • --.' )----- i ....__BW X 101. • DET . B N \ • • -1 �, DCT . cv 1 FO /c' I , I 8W X 10E_ • • DET . B - . ill 6 D •: 8W X 10L . ., ,) i DET . B • • � 1 • L) o V d Ga -, 3 a. J z • 1 -) co to _ O O F f o •' rn - • rn ru N cr 4 -v I I • • (:-.!7 -1/- •_8W X • 1 0L 1 ; • DET. B • 8W X IOL . _ DET . B • - ( E ) 1 a" ' 4 r m l� o11T c' F • . r\.1 •' co N�RE1'E • _i' I I N p 9W X 13L/JET . C (--1-(-)k-k---. LThl • i I .Ii I e „Li_ . .. . .. .. •• .... ... i / - . . , FRBNT 9IDEwRLL .. . . .-. ..._______ --.., A 0 ,' I• 8W X IOL DET , A OUT c'F Cc/l.Jc l El E : �._.1 8W X lOL DET. A � � . , FINISHED FLOOR ELEV. e t " I ovAl. ANO BOTTOM OF BASE PLATE ASSUMED AT 3D '-0-- 30 '-0 30 ' -0 30 ' 0 120 ' -0 •, --- - -0" UNLESS - -- - - tow . OTHERWISE NOTED. - -__ --- — "� L TO BL . � R .. , -0. ... _ ,,, i; a GENERR [ NOTES THIS DARNING, INCLUDING THE INFORMATION HEREON, • r ` REMAINS THE PROPERTY OF VRRCO PRUDEN BUILDINGS, �1 n I I I n ________ _____ 1 . CONCRETE , GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS. 'r R UNIT OF RMCR . NTERNRF VARL CORPORATION. 1T IS IHI I N C II 1-� � . ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER RISC SPECIFICATIONS '!"� �tEaEOFR�f PRovIDED SOLEL , FOR ERECTING THE. BUILDING DES- `� 1 ( 1 I L T I ,. `' k`; "�NGI4—f`rli, CRIBED IN THE APPLICABLE PURCHASE ORDER `- A NiO U T • (FY = 3% KSII . ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO '`� ER c . DC AND euILDER ----- r-7 \ SHALL NOT BE MODIFIED, REPRODII[-'ED CSR USED FOR CUSTOMER — lOfR11(7N FOOTINGS ARE TO BE DETERMINED BY OTHERS, x f. OW ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN RPPROV- — JOB N0. \ ' j. DESIGN LORDS FIND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. OF VRRCO PRUDEN BUILDINGS. FI R T - ` REVISED AUG 2 21 86 CONSTRUCTION ION CO . INC GREEN VALLEY DEVELOPMENT T IGARD . OREGON THE GENERAL CONTRACTOR AND/OR X19691 '4 . FOUNDATION MUST BE LEVEL , SQUARE. AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLArEU Fr, Mn RECTOR IS SOLELY REV DATE BY DESCRIPTION nN.�;� n11rL SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. `0= r. •�!•u , / RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMAN- • II.EASI D!=TRQ1' 4,� !,�.. q� SHIP 1N FRETTING THIS BUILDING IN CONFORMANCE I Mc''. � ' .'`' T�� I•'Rr.�•t�t f P ' MM - DRNMING - _ �� ;�''�Y 14,n�Q WITH 1HI5 DRAWING, DETAILS REFERENC,t 0 IN THISjg/21 MM ' ti4- " � ' 8/21 ;86 VARCO— PRUCIEN IR c!h� DRAWING, RLL RPPLICAt3LE VARCO PRUDc�V ERECTION -1'11'64 w� 6U I LD I HG'S U 5 ^ E oF_ 7 �_ GUIDES, RNO INDUSTRY STANDARDS PERTAINING TO -- -- - — LI�.BY SCALE PROPER ERECTION, INCLUDING THE CORRECT .'SF OF -- /1 N'� N. T . S . RMCP. __ _ TEMPORARY BARGING. - .� ` ; I I NTERNAT TONAL • 1,,y,, 1_ •��"• +.m.w�.► - /'SIMINIMINIAr ' o 0ir ti .. . ..' .....raw.... - .s. - ..... �� , •Aw.-w r..�.ar..r.y.........,.�_ _.e..... _ 1 ' • ; .. 1 11111►I111µ11I111111111 0JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII T 1111III(IIIIIIIIIIIIIIIIIIIFIII1111111I111IIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111IitIIIIIIlip pi lI1111111I111111) �. -� • • NOTE: IF THIS MICROFILMED I 2 3 4 5 6 7 !!8 9 10 11 12 DRAWING IS LESS CLEAR THAN –'�— ___--•--..►. 4 I THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. — — --- _.� Oe 8Z 9Z L� 92 S2 02 i-7-2- ---;2--2 - Z ZZ IZ OZ 61 - 9I LI 91 ` SSI bl EI ZI II 0.1.-.1 6 I- 9 L 9 -IS----1- b .IE-- 2 I"r"" 111111111111111,11unluulnnlnu1u11Inu1111111111111111Nu111u11.M1I1111140$111111111111, 1111111I11I11!IIWIII10111!)1011111114161LI1L►11111 nlllll1111011111111111M11WllflllWlllW�II l1,Ull1111111111IU111111166.111ifilIlIIIIIlIII1N I .. h. • Y.y .M+• 1 • .._ ........_•....................l ,Ii\ ,1r25 , • . . , -A _•_!_ ......,===....,...• .. 1 _1�r - _.................4„....„........,,,..,_. .:i .r�,. i • — — ---- .......—,........----. ----ter. _� --- y • • j'' . I 0 S fM 12. 0000 1 . 0 [ —n 35` -1 dVERgLL SL w —- ON --T--___— _ CD -n M W , f .G O O (`J Xi .G 5 AT )r' ' --U - — -- -1 11 ; 16 = 8 '-3 3i8 f 2 PT 4 , —- --------7------------------.---------.------—12L---"--——- --,� 1 /4 X 6TO:: 0 FLG, �� 1 /8 WEB, L=20. 0 ' D 14 . 0 TO 24 . 0 N f__l 0 E�'4.4% 5i 6 45'10 \4,0 3l 4% . - L____1 - : • F84050 - L__Liz—_�—__.. o •s - L, o -- .- . I . z • 0 _ LA . cl N W o . 0 • > M . . Q - U GC . W N cr)(`1 1 ¢ L-} " o i ii M ^CC.O W >K2(% • ;L-1 -- J --, , -- I ' m'7 i o i CLEPF UNDER FRAME AT HAUNCH 16 '- 1 7/8 g _ CLEAR BETWEEN KNEES AT HAUNCH 62•'-3 CLEAR UNDER FRAME AT RIDGE 20 '-2 1 /2 35 '-0 TO RIDGE ' 7D '-0 r FRAME SECTION RT FRAME LINES 29 3 (s4 // ) BASE PLATE WITH R36 ANCHOR BOLTS A325 CONNECTION BOLTS 0 9" x 13" x 3/8" 04l 1 " © (20) 3/4" X 2" 0 (12) 3/4" X 2" TEMPORARY BRACING NOTE IT IS THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE AND INSTALL ADEQUATE TEMPORARY BRACING 10 AC -IIEVE STRUCTURAL STABILITY DURING THE ERECTION OF THIS BUILDING. THIS TEMPORARY BRACING MUST REMAIN IN PLACE UNTIL ALL COMPONENTS , INCLUDING BUT NOT LIMITED TO THE SHEETING. PURLINS, GIRTS, LATERAL BRACING AND FLANGE BRRCES, ARE INSTALLED AND PROPERLY CONNECTED. GENERAL NOTES MASTER REFERENCE DRAWING DETAILS : r REV . DATE REV . ____ FRAME CRCSS SECTION ( 5 ) BOLTS SHALL BE TIGHTENED IN ACCORDANCE SEF [ 2 - FOR ROOF SECONDARY AND STRUL IURRL crRAMING (OUTSET GIRTS) IR. BY : SCALE BUILDER JOB NO. i , N35 STRENGTHHIGH. - WITH THE " SPECIFICATION FOR STRUCTURAL JOINTS USING ASTMNAMN T P325 OR A1490 BOLTS" SECTION 5 (C ) " TURN-OF - NUT TIGHTENING" _3 _____ THIS DRAWING, INCLUDING THE INFORMATION HEREON, Y O H $ A CONSTRUCTION CO . INC 49691 A 2 . USE 1 /2 " DIA . X 1 " R307 BOLTS FOR : SEE f � 2FOR WALL 3LCONDARY AND STRUCTURAL FRAMING (OUTSET GIRTS) REMAINS THE PROPERTY OF VRRCO-PRUDEN BUILDINGS, \ -- --a A UNIT OF OMCr1 INTERNAIIONALERECTING THE BUILDING IT ] S _K . BY : DATE --UST , ORAN! NG A) E I. RNGE BRACE TO PURI_ IN AND GIRT CONNECTIONS PROVIDED SOLELY FOR THE BUILDING DES- GREEN VALLEY DEVEI_ L'PMENT CRIBFD IN THE APPLICABLE PURCHASE ORDER AND B1 GIRT TO CLIP CONNECTIONS SHALL NOT BE MODIFIED. REPRODUCED DR U5ED FOR . 2 �� E • 7 " r rANY OTHER PURPOSE WITHOUT PRIOR WRITTEN AF'PROV- I l: ir1 r B / 7 / - l- �1CAT I (TN LEGION 3 . USE 1 /2" DIA . y, i 1 /2 A307 BOLTS FOR : ,EE Ig FOR COMMONLY USED PART MARK NUMBERS 1� T I CAPD , D Al PURLIN RND GIRT TO FRAME CONNECTIONS - AL OF VARCO--PRUDEN BUILDINGS. THE GENERAL CONTRACTOR AND/OR ERECTOR 15 SOLELY � `` RESPONSIBLE FOR ACCURATE. GOOD QUALITY WORKMAN- - li. B1 FLANGE BRACE TO FRAME CONNECTIONS � , t.� ` , I T ) � .-•. � �, �, �_ Cl GC-4 CLIPS TO COLUMN FLANGES • SHIP 1N ERECTING THIS B�JILDINC, IN CONFORMANCE � ,:, ;,. �� ; / , / V LI I WITH THIS DRAWING, DETAILS REFERENCED IN THIS \ ^ ' I.% ' ' ,� 4 . ALL FLANGE BRACES MUST BE INSTALLED R I F HRMS LINES AS _ HIIWN DRAWING, ALL APPLICABLE VARCO-PRUG-EN ERECTION , , - `-J `.. , MBvR GUIDES. AND INDUSTRY STRNLTRRDS PERTAINING TO �`.•c'T'.'-r. .•-i R UNIT_ . OF A M C A I N T E. R N P T I 0 NA L METAL BUILDING MANLrI TUPE515 PROPER ERECTIGN, 1NCLUDINI, THE CORREIT USE OF R550:1ATION • TEMPORARY BRAC 1 NG. `_ ENG(L SENA ---- _. ---- 2 � _ '.y ,� TIM ..wp..... _..« �.,�. :... ♦ -......-. .a.._ – .�_�—..�... ...La.c, ,y�p�,� b.lp- 7 � T w,-W... . ��,,�y +waa ..�. .. ..u 1 . - 1d•. a� c�wi�..a_.._......-. _ -----3 - .�F. �.- — ,.w,�., �...a X. .. .t ': '�k%MFM: .. �1 .F4.�. 7 � "'T' •- w"'�". �IMruscx A 214x timw� �. .. ..w+.�4• �Jy , . I r111111F1111µllllllltllll(1�111I11111(III)II111I111II(III(IIIIIIIIIIII11111I111�IIIIII111IIII(111111t('II(Illilll(IIIIIIII'I'(fIl(III(111111111111'IIIII111l11''I�l11111I111l IIIIIIIIIl11111II11 ....,..... .� NOTE: I F THIS MICROFILMED _ I 2�.,..._.___ 4 5 6 7 A 9 I I I 12 DRAWING IS LESS CLEAR THAN S • THIS NOTICE, IT IS DUE TO t THE QUALITY OF T1€ ORIGINAL DRAWING, c ' - — arri 06 6Z RZ 12 9Z SZ bZ EZ ZZ IZ 02 61 e1 LI 91 SI i' CI ..I I1I 01 6 9 L 9 S t ---1'•'E Z 1 li ' ,HIIIIIIIIIIIIIIIIIIIIIIIIIIIuiikiii;M/un11111111111401014/ y µJ.II4.1/4111UI 1110111111111JI1111111III)IIIIl11111n1111t�Ill1l1U /ffillttt111n1IUul�u111UU1IIIIII lIllJW11lJl(i��I�►u►II I uuluulu uu(lll11111 111111111WlIlll61011WhWhln ' - 2 5 ) 1 9 90 .1. .IM01° i LMAY � �,� ._.,,may ...moi _.— _ r .,,:._..._.._..... 1-- - - �.....,.y..r. ...,.,,.,I,,,_ _ - - . __ __ _.-_ . -�..-_. ,ag. _. .._.._-.. _ - .- -.... --- - ! ,+..• _._ y,• . ., �a .....+ -- _.�'."".'w..'�_- .-rm,.�. - • • • • • • • • • • • • • • VgIcLit' .V/1iLlI1 .�i45 T Al '.'6.J NOTE : SAG ANGLES THIS POt�T&1 . E► AKir J BRY HRE TYP ] CR( FOR ALL _EPA � I/LIIr� X �\��`J ��`/ JT• P ---- .___) BAYS lb FT . OR GREATER r7'_ 1`4,.L- ' c-t..-, (�) QeG, I !] -.", 1 1 ) fll , (3 . Lc) \:?__,) m_k_q., FgAlytc. op T illX CO 8. 5• X 2. 5 15 GA 1" Lb. :C4 I 8. 5 X 2. 5 14 GA 1` 8. 5 X 2. 5 14 GA fu 8. 5 X 2. 5 15 GR I rF;r�1 HF E r 1 N1 o FL 5 • A 1 SE291 145 * t _ 1 SE291 1� *_-- 1 SE291 144 I _ 1 SE291 l 45 F '1-TAL_ A� t f--� PF Pk i I - - R " q.14: .1/ _ SA 4035 3 , I. I _ • II ri�+j3/ nix 2" BSM .� lsr: i:. � • " / A_-� _ . I I `I /I4 ,cam F",<=r - --� -- - ----- ' 40. 44 y�'P340244 3U103 -� I71 REO QRE0'D - ...1�, SA-4035 H•5 X 2. 5\ 14 GR 1 8. 5 X 2.5 14 GA 1 8.5 XE22. 55 13 GA I . ' r`_=_� C r I: I"`. I) m \ I - ____ _ _ - 34016615-• i \ / �, ____ 1 ___.1 I I47'20; REG' ! ' 0[ J 3409661 _- SA-5017 -oru Q d �.2C: RE:': RIDGE VEP.'=(TYE'. U. N. ) II J at" ) I __,___ 4RJ37°/9 (L'/\8 cp .N t + ZipI 1,.... .7,,!! ....k. ii- 21' 2671-Lili (..L.EA1,--! T DL u (13)- / 1 p.,,e,ivf4Eti... N • .......A... lU iGi of z TY. o 1 i ., I / - j , --I313 i CI T �� - C7C E� Ifi w � Q____21 � H T F. _ 34P330103 �`�, IT-+ 875 XE�. 1 3 GA 1 3RJ3c05 ( /B" o li FF m 0 I G . CC f x X CC --- -� 0 1 ::>, I CC li \ v ,I SR-3021 H, o ^ CD LC) 0 .1^ --------------- • ?! 'fit I 32� RED'_ • .•. (r) iw....//N-......... • u 1 1 .. c____ . 3. 34P330103 3RJ3205 ( /8" I� I FICL-0 DR7-;(-L 9/14,.11c Hl c)LE m f B.5 X 2. 5 1 3 GA 1 \� .2x7',...)(14''. l`►�. :aL.- �Af gl ) • CO --i ,±1 .__ / \ 411 ii-- �M x34016615 H I � 2u1 RE7'J \ F' Q.. c' . o v.iE.F3 of L f34016615P ��,1,-'r C �2 Ohl �1.0� (20) REO' �T RI0GE vEPv'E • / ____. _ ."---- -4- \ 1, -711vr1/4..1 Ile.: N •cn . \ / 0 , cn r___. • , 4RJ37C9 (4/8" m ) ,I N SA-5017 / • 11I (TYR. U. N. I N T I ' � SA-4035 / 1 X 42P3402 x ' 40244 - X 34P330103 I 1 - - (71 R - 'D 17) REO'D - --- L (7) REO 'D `- 8.5 X' 2. 5 14 GA 1 8. 5 X 2.5 14 GA 1 8.5 X 2. 5 13 GA 1 5R-4035 CP 1 , __ 1 l - �� - ___ FIELDLOCATED _ - - ---- - - --- - - -- � � __ (r ACCESSORIES 15E291145 * 15E291144 * 15E291144 15E29 n - 1145 j MARK OTY - 8. 5 X 2. 5 15 CA J 8. 5 X 2. 5 1 '4 GA 1 8. 5 X 2. 5 14 GA 1 8. 5 X 2. 5 15 GR 1 P CRV091 4 ROOF OD x• SHEETING x -- ---- ai , -D 290 30 ' - 0 30 ' -0 29 ' -0 1 ' -0 ,N I0TE ... LRYOLT. . � .._-... 1... 4 = UGG1/2" 4,xI1/1-I " A32S • 120 ' - 0 EL TO EL I FRONT I I -- 1 _.-•------- ----- _-. .- ------ate • I • GENERAL NOTES MASTER REFERENCE DRAWING DETAILS : -. NO.REVDATE BYV' R : CF F ') R M I \ G & SHEETING PLAN I 1 . ROOF PANELS ARE RN INTEGRAL PART OF THE STRUCTURAL. SEE ��FOR FirinF SECONDARY AND STRUCTURAL FARMING (OUTSET GIRTS) I L R N SYSTEM . (UNAUTHORIZED REMOVAL OF ROOF PANELS IS II 1R. BY: SCALE BUILDER PROHIC� ITED . --- - r JOB NO. 2 . UNLESS NOTED , USE 1 /2" DIA . x I " A307 BOLTS FOR : 1 MM EE �FOH HOOF SECONDARY AND STRUC1U9RL FRAMING ( INSET GIRTS) H $ R CONSTRUCTION CO . INC 49E, �� 1 R) FLANGE BRACE TO PURL' I N CONNECTION c THIS DRAWING. INCLUDING THE INFORMATION HEREON. ( N ° ° c T RF MRI NS THE PROPERTY OF VRRCO-PRUDEN BUILDINGS, y--' B) PURL IN LRP CONNECT 1 ONS R UNIT OF AMCA INTERNATIONAL CORPORATION. 1r 15 �, a UNLESS a PROVIDED SOLELY FOR ERECTING THE BUILDING DES ;`�`� P��ffJ' 2K. BY. DATE LUST . DRAWING ? . UNLESS NOTED , USE 1 /2" DIR . X I 1 /2" A.307 BOLTS FOR : LRIBED IN THE APPLICABLE FURCHRSL ORDER RND NC,INR-F ,I`,'\ �� E , GREEN VALLEY DEVELOPMENT A) PURL 1N TO FRAME CONNECTIONS 2SHALL NOT BE 1ODIF1ED, REPRODUCED OR USED FOR �� -- I� B) FLANGE BRACE TO FRAME CONNECT I ONS4 SEE 4 FOR ROOF SHEETING AND FASTENER DETAILS ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN RPPROV 1� rl4 8 /7 ;86 LOCATION T I CARD , CJREC�ON ODBUILDINGS. GENERAL CONTRACTTOR HEAND/OR ERECTOR IS SOLELY t ) -- I RESPONSIBLE FOR ACCURATE:. GOOD QUALITY WORKMAN- \ l ;.. i; .1.Jfl J ,7 T / `\`SEE i iFOR COMMONLY USED PART MRRh NUMBERS SHIP IN ERECTING THIS BUILDING IN CONFORMANCE / `Ol ` / I - "�JWITH THIS DRAWING, DETAILS REFERENCED�IN THIS ` •`r' ''• , `/ -J \. r� l \DRAWING, ALL APPLICABLE VARCO-PRUDEN RECTION r' / VVVI � (-. \ [J \ / GUIDES. AND INDUSTRY STHNDARD5 PERTAINING TO / V -- _ -- -�- '- PROPER ERECTION. INCLUDING / THE CORRECT USE OF n n T r C nE'RL BUILDING NANLFRCTURERS - - - ----T-- _ TEMPORARY BRACING. _ _ _ - -_r - ---- - Lry�$_ SEAL .:. . J r1 U I\� 1 I R M C E� INTERNATIONAL R ASSOCIATION - -- _ I C NATIONAL 1 ...morwo••••••,..",.,............„... .,____, _.. ., - _--.. . •► ^IIIII►11111„�1IIIIIIIIIIIrT IIIIIIIIIIIIIIIIIIIIIIIII T IIIIIIIIIIIIIIIIIIIIIII'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII(III T IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .. •.�..._.T;-' NOTE: IF THIS MICROFILMED I 2 _.- 3 .,�.,. 4 - 5 6 7 8 9 ((7 I I 124100:1111 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO I THE QUALITY OF THE ORIGI'VAL DRAWING. OE 62 92 L2 92 S2 b2 E'2-- t ?2 12 02 61 91 LI 91 -SII 'I CI ZI I I 0-1--_1 6 ,-.-.'9-..-t---L 9 S b CI-. 2 I Nolo.' F • IIIIIi"II"1II""IIUIInnInIII1Iu1"111""1111111111111111111111111►1 tIW11111bIWIl"111111. 11111111101)11110111111111IIIl11111111M1t111d01_►I1111101111111II1U11111111111IIW1IU161011611111111111111161.WIlUU>IUU61111111lU1.111111iIU11IlI 1101611111 M A Y w 25 100 0 t .. .. � � ^ � � . �� - ' � ' . ` ` .. . ' ' • � . • . • • • `. . . . . . , ' . . U � ` ~~~~~�u~~~~ ~~~�' o . DIMENSIONS Ldl " 10 3/4 . ' VI2 ` - 1 1 /4 � �� " � (152) . / `�-~' 1 ~ . � . ^ 5 T RH T SHE F ` I k]G , � F --- ------- ------ ft) [ bL?OH � _ Dm --' . - -- -- --- ' l-T-� ' - ' ' -�- ~~~~----- / . | ~- . � '-� � ! / . | , ° | | ' . • . . . ' | . . } | I | � | ' , , | | MTS1O + HT5O5 MTS10 ~ MT505 . ' MT3IO + M7505 MTS10 ~ HTSO5 0 - 0610 + OF05 Orb 0 + OF05 DF l O + DFO5 DFlO ` DF Ur.:: m - *-- u.) «` »n/ | . . cz m CD pu '- - mm Lf)u") i-)in mm / mm m� unm Lou-) m � ! pp pc, po CD CD / CD oo o� - - | CD �� I. +� 1-u._ | | 1-Li_ r-1../._ �� • i--U.. ' / �o ��o �o �o / �o �� -,o '�. . ' + ~ ° + + + + + + + + ^ + + + + � 1 | 0 0 0 o� oc� �_ �� | �o oo oo | 1-U._ +�| r- 1.1.. F-u_ -- ---- -Po ' �o �o �o �u- r-U._ 4-U._ r-Li_ �o �o �o -10 . . . , / ^- | ! | | . ' / / , _ . | | --'- ----' / -] BASE ATTACH. / TRIM- 13. 6] BG2 DEl u_ � u- u- u- u' U. � u- u- � U. . � � � � � � � � u- u- � � � � � � � � � � � � DOWNSPOUT � U m v` u� � � u� m � � � u� � � m m m m m m m m m m � m in m m m m in m m m � � � � � � � � (� o o o a a a � o CL CE Cr o o 0 0 o o o � �o cu CD o a a a o o a CE � � m m m m m LH�OUT (L) W m m m m m m m m LCD LDm W m m (ID m CO m UD (C) to m tr. m m CD LO m m m m � � LD LD LD � (3) REQUIRED c o CD o o o 7i' � =. o o =. =' o� o 0 C) o o o 0 o CD o 0 = J* =' o o � .:3' � (1) LO CO LO W UD � CO ~ -1- '=. � = = �� -~ � � � �r ~ � �� -..7' � � � =, :1' :1, ��z -- � � �� -, -~ J, �� .i',CD 0 0 `~ `~ 0 � o o o o o o o o 0 G o o o o o o o o o o o o o o o o C) o 0 o o CD CD CD 0 o o � � � C..) u o o o o Wo o c0 CO m0 o o o o o o CD o o o o CO CO CO o o CO CO m o o o CD � � m m pu m m mo o CD m mo o o m m m m m m m m m m m mo o o /v m o o o m m m � 0 � ("V '" ~ a a a a x a a a zu aa x a a a a X X X zu X3 x m 3 3 3 3 3 X 3 3 3 3 3 a , | 221-O f __ 18 "-D + | - /14 ^-O lG ` -O �2 `-O - . ~ ------- ---- + ---- - --aid 120 ` -0_BL _10_BL _ ___ __ ___ __ . d . ELEVATION R T COLUMN ULNMN LINE A ' . . . . H 11111. ~ � (:-. ) 0 � . . � • . . .~ ,_, -- x • �� [ �� "�� ~ �� | �� T �� --- � � ` ' !J ' `' / � ` . -- ' / ^~ �~.- - r' �'~ .- . . - . ~ ] . - I CL [� � ` - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ . � 8 '� \ - ��-- ��' - _ _ _ -��. -�� __ __ ' ��_� � �� - �� - - - - - - -' - - - - - - - - - - - - - - - - - - - - | ' / [�p=E��\� �� <C>- 01C010846 61C2911146 01C2911146 | - -- ' ------'-^ 01C291 1 4G--- --- � 8.S[ )66H 8 5[ ] �CA B 5[ \8OH � -- --- - -- ------------- . .. ................. . ...... O1C21146 . . . O. SC l�6H . �. �[ l��A OlC28] 1gO OlC�8 \ l4S | OlC28llgG O1�2�1l4G � � __� _____ ____�- _ -_--___ __- _--__--' _-��_____-- --- �--_- ---�-----' -----'----' ----4--------'--'-------------� -� --�� -----' -f ---- -_------ 8. 5C l G�R ' 8. 5C l 5GR | 8. 5C } 6GH ------ | --- ------------------ l GGH - - -- -- ' --' ' 01C291142 O] C�Sl } g2 i | 4 8. - - '" _ OlC29l l �� (~E��`oa | OlC2S} l42 � �C A ` l2C� �&-~ ^ / N��^ � �. �� °CA`� � [ l �0�gG Hl �OOO� i DHl 2OOO� 0N� O� [ 1 5O8gG | 0l � \ 5O8g5 { DH ) 2OOO8 1-0 DMl2OOO61--7.11_"__ 0l[ 15O8g6 > GGR 8 5C lGGR � --'--- 8 ! C ----- ---- cz - ' 8. 5C | � ' ' . � lb�H � 8. 5C lGGH . C l 5D�4� | | 11111!._ Ol [ l 5O846 | OU� \ | � �^ 01C150846 GO84S 8. 5C �D�H � 5C l O�H | | 8. 5C 5 � QI -------- ^ ^ ' | ^ i > �6� .Ji 8. 5C 1 5GR ' ________ 01 [ \ 5O84G ____ 011. 1508146 ___ O1[ l 5OAP6 ^]| 010 Ol� 1 �O846' � 5C l �GA85C ] �CA ! | � 51BCA^ czcz ^ ' ' ^ - � cz 8. 5C 1 6GA ` O� C � 5O84G / / O1 [ � 5O��G O1ClSO�4G -' / � � 11-__ ----- ' ME | -- `�/ O� C } 5O84G ------'------- ----- I 7----------- -------' � ---- -' � 5C } G6H m ry � 5C l GGH 8 5C l . m l -----' -------- . b6� - 8. 5C 1 5GA ' - - uz -- m -~ uo ~^ ~~ ^ ~~' "^ �` ^ (ID � uo | ` � O] Cl �OO45 �� OlCl5OO46 | OlC15O846 -c � �� ' ----- �� cz | � �___---_ _- _ �� ~t/' OlC15OD4D � 5C ) �CA ~ -` � 5C 1 �GA � 0 �C 1 hCA - `' � ^~ --'---------1 4 , '- -- M 5C } GGA - - - ' - - rn| ro ~` ~^ ^ ~~' ' "^ �^ ^ """ rn 0,--. 4� ^ O1Cl6O84S --� , --g ��N� B O1C15O8�5 � | O1Ci50Og6 ~- '- �` �� "' OlClSO� 4G ---' --- — ------� -- ��~ f � ---- -- � -- � ��-� -- " ` [ � 5C 1 8�H -~ L� -- �� 8. 5C ] GGA 0 5C 6GR -------- ---- -- ' ' om 0 o � M ^ / ^ / � u � � u u 8' 5L lGGH | U � � � o � o -` |� . � o � � o �| } (SiCO 1 o ___I________, _____ r' « - --------'--- --- -- ---' / --- --' � -_-_-_- -- � cz _Z � x ci -`| � _ _) �c� ' ---- �- ----' --_-_------ .-•-+--'--------_---__--_--__--'__--'-__---__-_--_-_-�-�-_-�-L----/--' ----S--_-. --_'----_ .'-_------'- _-_w | ili 18 "-O 12 ,-O - -------- l2 "-O --' --'------ ... -- - -- --- -1-S `--D ` | | |i ) ` -O �� ` t:^ O 30 "-0 2S ' -O ---------' - - l ` - O 4 4.____ ± ° l � -.0.. L| �� 120 " -O BL TO BL 1 '- - ELEVATION FI T COLUMN OLUlN LINE F ' . . . . . � �� amonmemmannwommommiammemmsommmmormanommism. ______ GENERAL NO7L5 1 ' THIS DRHW|NClwCLINCLUDING THE INFORMATION MEHEOw, — �~ ' REMAINS THE PROPERTY OF VARC0-PRo [N RU|LD NCS, fli CT I > " [-1 kJ JI\J. . 1 ^ U5E 1 /2" DIAMETER A- 307 BOLTS FOR ALL GIRT , JAMB, AND HERDER CONNECTIONS. . � - ' , ` ` H UNIT OF AMCA INTERNATIONAL [ORPOR0T ]ON' IT 15 PROVIDEDSOLELY FOR ERECTING THE BUILDING DES- �r , SEE JOB DETAILS FOR DOLT LENGTHS. /1 CRIBED IN IH[ APPLICABLE PURCHASE ORDER AND / / ` ` SHALLNOT BE MODIFIED, REPRODUCED OR USED FOR Bl|L0[R CUSTOMER L0Cn`|D* JOB m� 5�� JOB D�TA { L5 FOR SHEETING AND TRIM FASTENER 5p�C ] Fl [RT {�N5. ' \ HNY OTHER PURPOSE WITHOUT PRIOR WRITTEN HPPHOV I ' � �` HqLL 5�[ET5 AR[ AN lNT[�RAL pART OF THE �TRU[TURAL 5Y5T�M. R�MOVRL OH HLT[RAllON H � 7M0UT ' ` \ P| Uv YAM[n'PHUOFN 8ULDING6. H 8 A CONSTAUCTlO0 FO . TNC GREEN VA| | EY DEVE| OPMENT Tl [��AO , OREGON 149691^ PRIOR HUTHOHl ZRT I ON } 5 pRDMI B } 1 ED' \ ' -TME GENERAL CONTRACTOR AND/OR ERECTOR ` � SOLELY REv DATE BY PERTAINING -------»ClPT lOw DR.BY DA)[ --------- L ---' --- -- ------ --- - , ,' W { N� AN� FLANGE BRACING ARE HN INTEGRAL PART OF THE wALL STRUCTURAL SYSTEM AND SHOULD BE . / / RFSPONS`8iEFOR H[[URHIF, GOOD QUALITY HOMhMAN- VARKO ~ PR - - N DM-4.41W,' ` / ,"/' 'n C / /n� / '/ � o»�L»/n» /n �umrnn"w� ^' 8/PI /86 � PROPERLY INSTALLED PRIOR TO ERECTION OF WILL AND ROOF SHEETS., __ -_- _ --� -^ ^ ' ^ ' ~H^~^NC ~^T^'^5 ^` E^^N^^~ ^~ ' ' S __-_- __ ' REMOVAL OR ALTERATION OF WALL BRACING �lHTOUT PRIOR AUTHORIZATION IS PROHIBITED. V. BU � ~ D � �GS ` `' ~ `~' '`L ^ ^~ ^ ` ^~ ^~ ^~ ERECTION - - -' �� O' SCALE ) f fl| - ^ ' GPROPER UIDES, AND INDUSTRY 5' A-DA'' T~ AM` H r:1ERECTION. INCLUDING THE CORRECT USF OF - N . T . S . --� INTERNATIONAL i / . TEMPORARY BRACING. /I _ — ~ n. • . , / _ ' ~. _ ~~ ~__.~-^_~�=~~w-w�^ '�' ~�-~ c � -�-�°-~ °� ' '- ��M��'. - ' .- / ' • . - - - � ��/�/ ^��|}|�|A/�/A+ � �vy/V�KYy|y�|+|1||}|||| �||/|7�|)||1�/|�|)||||||| �|�))}�|l|�|||)|)_-,|.'7| /|/|)|)||||||||�)��o||�|/|||�|f||||/|||||/|/|/|/|/�/|||/J t||__._ ' ~ ~~~~~ --�� ~- -- � _- - _-- ' �� ~�*=- _- | . •, °. ||||| | |||/| ||11'1/011^) ^ / _ IF I ' e �=` --- ^- / I 2 3 4 5 6 7 8 9 6D . NOTE: IF T* � wIcRoFILmco 1 / 12 * 214 � 111111::6 • DRAWING /s LESS CLEAR THAN •, ' THIS woTInr, IT Is DUE n} THE QUALITY OF THE ORIGINAL ' DRAWING. ..� OC 62 82 L2 92 SZ 02 Q2 22 12 02 61 81 LI 91 SI �| CI 21 II 01 6 9 L 9 S ti C 2 Y�"* . -,^ �| h1 � |m|� �^� m}A �M �� A�� L4/ | ��1' 11/4WH|V9|�ib10||M111H1|�W ^1�J0|1i11�M1|N1A1A1' 1^ 11111/kNN1101Lwh��1 Ni611110Ju ��||�U1 �AAN '1, 1 ! MAY � � �. � � � � �»` . � � � _� �- __ � = ern __ ._ _. _. ... .. . ^ . . . , ` ' � ' • ` • t --- -_ ._ -- - -. . . - • .2 ...mow..�..-...�..M.. • ,) ' HENS I ON5 • l ' 10 3/4 Lfl 2 ' - 1 1 /4 0 • 0 • START SHEETING 16) EG2OR UN_ 1 - _ I - - r T � 1 • O C) M M ' 0 O 0 CV CV 3 i - • • • i I • 1; [IA . I , i_ I I [ I BASE ATTACH. /TRIM= (6) BG2 6E1 U- LL LL Imo. Li. LL Li LA- L L._ Li._ U_ Li_ U_ LL CL LA- LA- Li- LA_ U- U. Li. LL. LL L- IL U- L� U- U- LL Li L� LI_ u. : . u_ D 0 W N 5 P 0 U T Ln in Ln cn n (f)in cn In c � in cn Cr) U) u-) Ln r, Cr ( ) (r-) Ln Ln Ln Ln in If. ,r) cn (n VI cn 0 N n LO cn( Ln cn in Ln cn cn L R Y O U T CD CD 0 LD CD C'_) O C' CD C=) CD CD CD LD CD CD O CD CD L' O CO 0 C.7 L' CD 0 CD 0 CD 0 CD CD La CD CD CD CD CD 0 LD CD CU CO LD LD Co CO LD CO CC) LD CD CD LD CD LD CD CD CO CD CD (D CO ID CD CD w LD CD CD CD CD CD CO CD LD (D CD (D 1 3) f1r 0 U I R E D CD O O 0 0 0 0 0 O O CD 0 0 CD 0 0 o 0 0 C) 0 0 O 0 0 O 0 0 0 0 O 0 0 0 0 0 O O o 0 O CD O O 0 O O 0 O C=: 0 O CD O CD C) O O O O O O O 0 O O O O 0 0 O O CD O O O O L] O Cr O 0 O • O O O CD 0 0 0 0 CD 0 0 CJ 0 0 O O O O O 0 CD 0 O O O O O O 0 O O O D 0 C) O O N CV (V N (V N CV N CV CV (V CV CV (V CV rV N ('u CV CV (V CV (V CV CV N N N CV rU N N N CV N N CU ,V N N X X 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ? 3 3 3 : : : x 3 3 3 3 3 3 3 • H120 ' -0 BL TO BL ELEVATION RT COLUMN LINE F • . CD0 0 ED 4RJ3509 ..7 Li- T r\, N",.,,_ 1 /2" DIR 01C291146 GIC?_91 ] 46 010291146 010291146 - - - - - 8. 5C 16GR ``N, 8. 5C 16GR .' 8. 5C 16GR 8. 5C 16GR .. 010291146 y N. 010291146 01C291146 010291146 8. 5C 160R �. 8. SC 16GR 8. 5C 16GR 8. 5C 16GR N. 010291146 01C291146 01 �2911U6 010291146 8. 5C 16GR 8 . 5C 16GR ,- 8. 5C 16CR 8 . 5C 16GR N' 010291 146 _ �'-01 0291 146 j 01 C291 146 _ 0 1 C291 1 46 O 8. 5C 16GR 7: . 5C 166' 8. 5C 16GR 8. 5C 16GR N' 01C291146 01 ... ' 6 01C291146 01C291146 o 8. 5C 16GR --- -- - 8. --. --_ 8. 5C 16GR 8. 5C 16 G A • N N �6'� v _--_ 01 C 2 9 l 14 6 • _- -- l C 2 91 1 4 -- _- - _„ -_ - O 1 C 2 91 14 6 _ _ `-____-___-___ _- 0 I C 2 91 14 6 . o, 8. 5C 16GR 8 . 5C 16GR NN, 8. 5C 16GR 8. 5C 16GR N' _ 01C29) 146 01C291146 _ OIC291146 01C291146 8. 5C 16GR - 9 . 50 16GR 8. 5C 16GR 8. 5C 16GR N, 010291146 010291146 01C291146 01C291146 8. 5C 16GR 8. 5C 16GR 8. 5C 16GR 8. 5C 16GR N' _ _` 010291146 010291146 01C291146 01C291146 1 I II 8. 5C 16GA /; 8. 5C 16GR \ 8. 5C 16GR 8. 5C 16GR ' i' l '_0 29 '-0 30 '-0 30 ' -0ismi.e 29 ' r1 1 ' 0 I 120 ' --0 BL TO BL aml , ELEVATION AT COLUMN LINE F / I , JENERRI_ NO1E5 THIS DRAWING, INCLUDING THE INFORMATION HEREON, ^ CN REMAIN, THE PROPERTY (IFAT ONALVARCO-PRUDEN RON.DING• v IV ' "-' ��" H UNIT OF AMER INTERNATIONAL CORPORATION. 11 IS 1 r1L� PROF 1 • USE 1 /2 DIAMETER A-307 BOLTS FOR ALL GIRT , JAMB, AND HERDER CONNECTIONS. , \1;t: .y-�f0�� FROVIUED SOLELI FOR ERECTING THE BUILDINQ DES ---- --_ CJ/>> SEE JOB DETAILS FfIR BOLT I ENGTF15. F' �,�, CRIBED IN THE APPLICABLE PURCHASE ORDER RND BUILDE(i CUSTC1MR LOCgT ',ON JOB N0. 2. -SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATIONS. / SHALL NOT BE MODIFIED. REPRODUCED OR USED FOR ' ' \ ANY OTHER PURPOSE w PRIOR WRITTEN APPROV H $ A CONSTRUCTION CO . INC GREEN VALLEY DEVELOPMENT T IGARD . OREGON 49691 i. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT RI OF vRRCfJ PRUDEN BUILDINGS, PRIOR RUTHORIZRTIAN IS PROHIBITED. I THE GENERAL CONTRACTOR AND/OR ERECTOR 1S SOIELY REV' BAIT D1 DL`,LBIFIION DRAY DRIE -=----------1,1 _ -___-- a . WIND AND FLANGE BRNCINr, ARE RN INTEGRAL PART OF THE WRI_L STRUCTURAL SYSTEM RND SHOULD BE \ \ 7 RESPONSIBI E FOR RCDURATE. GOOD QUALITY WORI(MAN - - - ------ -_ 1 DR�1wiNG PROPERLYAND FLANGE PRIOR f0 ERECTION AL WALL AND ROOF SHEETS. ` GHIF IN ERECTING THIS BUILDING IN LONFORMHNCE - r" 8 7./86 - l' VARCO - PRUDEN W] IS DRAWING, DETAILS REFERENCED 1N TRI .. \-Vpiji 6U I LD I NGS v i�F --jREMfTVAI fJR ALTFRA11F3N OF WALL BRACING WIHTOIJI FRIOR AIJTHOR17AT1fTN IS PRr1HIBITEO. DRAWINI,, RLI APPLIf.HRLE VRRCO PRUr)FN FRFrTION -_ --�__ -�_� __ -- rK, Nr �ql.Erl GUIDES, RND INDUSTRY STANBARDS PERTAINING TO r� • T . AMCA PROFER ERECTION. !NUBBIN', THE CORRECT uSE OF - - --- - -- INTERNATIONALH - TEMPORARY BAKING. �_• R . .,. - 1 ' I _ 1 11I1`11 III11111SI I I!IIIIIII111I(III111IIIIIIIIIIIIIIIII11IIIII iIIIIIIII111I III111IIIIIIIIIIIIlIII1IIII11pIIiIIl( IllIlII11lItt111lIIIl111lIIl lII 1r . 1 _. .1 !. 1. NOTE: IF THIS MICROFILMED 1 2 3 4 5 6 7 8 9 10 11 12 2 4. DRAWING IS LESS CLEAR THAN __-- ---�` ', a THIS NOTICE, IT IS DUE TO � 11 , THE QUALITY OF THE ORIGINAL L e , DRAWING. OC 62 92 L2 92 W 02 E2 22 12 02 61 81 LAWS! b I C I 21 II 01 6 9 L 9 S b E 2 1 a ' 11IIIIIIIIIIIIIIUIIu doulrnibudimism111IIIIIIIIIIIIIIIIIIIIII IlwAlad tIIII111111lta1�1I11I inliIJinnlIIlIIlIt1IIIIllool ItfinnitmlouIIttIIIIIlI11lllIIIlIII11IIIIlIII11I111!)tlllll_lll!l1111111111uiwiIII11I1111Junhuil U!]Ull�lllllllnimulniihudfilib111 1 r •_ __ _........____ _ ____ _____ ..........„ .., _ AY 2 5 90 .�.� -, r19 l • DIMENSIONS r1� 1 . 0 1 )] 4 ' - 1 11 ; 1f' Di I ' -6 11 ! 16 , • . A I N 13 N ED N N 0 0. cc w U N U N CD O U N CO U N U N CO Q X\ CC X\ 27K\ (t X� Q X�\ U N 0 0 0 If) 0 •. u r O. a. LL _ .--,t0OLb .---,!OOP- (\JLDON a c (Y� O? t0 O Lr, XZ.. }C"•cc- . to :K . Of ?C"". O X—. O .-. • op =aZ L )Nao•J41 LLJNm•JN WI-MJ LUNatiJ NOD 1J Yin C)J• NJ Z--U', • , 0rt/)w JCC Ni, RLL. :w.,= 1- • Z CD 0 04 Q'mZ 12. 12. o z ax iJ . 1 . 0000 1 . 0000 35 ' _1 7/5 16 OVERALL SLCIPE ---- 5 ' -0 5 ' -0 5 ' -0 © I 53,5_0,...1 , _0 -0 n 3 " 8 © 2 PBX3 START SHEETING AT RIDGE PBX 1 3/16 X 5.0 FLG .11:3 I�► 3/16"X 5.0 FLG L.3� 1DP 3/16 PBX 2 L 'OP/ 16 1 .0DGF82020 PPC 1 = 3/16 X 5. 0 FLG 6E82020LD 11 .0" OP _ GF 820205/8 11 , g) RKF 20 + 13.5) RFR10 � � f I • 8) RKF (3. SI 20 RFR10 J tV cr r �---) PRF l PRF 1 W �' �_� PCC l PCC 1 'o �: 8�5.GZ� j64�A 0] G 11114 - O G 90 4 _ O G 3Q 4 - - o BSI I 851GGC1R -- .- 8. 5 16 GA • 8. 5216 GA 8. 5716 GA w O —, = o w N LD , 8. 5G24 :64 GA 8.05G71164GA . ©. 5G? 16yGA - w a N O u-' DH 100006 C' Lo in• �(�� O HT510 o N O1C141146 t/ <1\' N DF10 V OIC190546 0 C23054 N L`' 8. 5 C 16 G R -- -- — 6. 5 C 16 GR 8. 5 C r6 G A -- o0 00 N ... r` —.N. N u -10 • • BASE ATTACH. /TRIM (3) BA1 t U. LL ti. LL La_ Li- La. L.. LL U_ Li.. LL LL U.. LL LL La. LL U. w LA- La_ La. I.L. ry cn cn Ln cn (n cn cn C) Cl) V) Cf, Cl) cn U) (n U) U) cn La. La La_ La_ La <L •-� •-• •. L.L. LL La_ LL tL LL La_ LL (DU- LL la LL La U.. 1102 '100 0 -0 (0 c0 c0 (0 c0 CO (0 CO CO co c0 t� (0 (a (0 CO c0 C0 (0 (0 CO c0 (0 c0 N L!) COC C0 N Om CO CJ1 N L() CO O LI) N •• O LI) N :7\ tb Lf) N+Du° OO -• O O C7 O O O O O O O -• O O O O O O •-•• 11+11 0) O CD C) O --• .. .-. -• N N N N N N •-+ • .-, .-+ O O CD p) B 1 /O„ 14 '-3 1 /212 '-019 '-622 '-9 1 /2 8 1 /2 -- N N N N N ., N N N N N N N N N N N N N -41,wee OW 00 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 H 21 '-0 49 '-0 5 ' -0 TO RIDGEgu+1.eld meH 70 ' -0 BL TO BL 70 ' -OBLTOBL ELEVATIONAT _old ~ ` — - 0 FRAME LINE 1 <i>, JCP052080 GFR106 KEY TO PART MRRKS XXXXFFIIEG ,xxx = G (Z GIRT) JOR M is ORBJRMB) ENDNALL FARMING AT FRAME LINE 1 - ' DH IC DR HERDER) FFIIE = PART LENGTH (FT - IN - EIGHTHS) G = GAGE - 10 IE . G. . G=6 IS 16 GAGE) • RLL Z 'S AND C 'S RRE 8 1 /2" DP. W/ 2 1 /2" FLANGES. FOR FURTHER REFERENCE SEE MRD * 19. —FRAC NOTESTHIS DRAWING, INCLUDING THE I 'IFORMFI 1ON HEREON, ______________ �~ REMAINS THE PROPERTY OT VRRCO-PRUD:�V BUILDINGS, H-325 BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE HIL " IUHN OF THE NUI " METHOD. ' 's `^ A UNIT OF RMER 1FOR IINCORPOUH .ION. I1 15 EREcT I oN DRAW ING 7T'-- PROVIDED SOLELY FOR ERECTING THE BU:LOING DES- SEF JOB DETAILS FOR I f9CRTION AND SIZE . CRIBED IN THE APPLICABLE PURCHASE 'JRDER AND — - ----- _ _ �% _ ?. USE 1 /2" DIAMETER R-307 BOLTS FOR RLL GIRT , JAMB, RND HERDER CONNECTIONS. SHALL NOT BE MODIFIED, REPRODUCED �F USED FOR BUILDER CUSTOMER �T� OCR1 ?ON SOB NT. — SEE JOB DETAILS FOR BOLT LENGTHS. ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV- AL OF YRRCO-PRUDEN BUILDINGS. y y 6 g1 SEE JOB DETAILS FOR SHEETING RND TRIM FASTENER SPECIFICATIONS. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY REV DATE 8 DESCRIPTION nk.er r4r41E — t — - _ -- — 77-41,-Aur---;911 - -- WALL 1HEETS ARE AN INTEGRAL PARI OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT RESPONSIBLE FOR R!'f. l1RRTF, roan GIlJHL1TY W(7RKMRN - f!N��u1r1 ; • SRIF' IN ERECTING THIS BUILDING IN CONFORMANCE � M"1 � x,86 _� VARCO — PRUDEN s \:_ PRIOR AUTHORIZATION IS PROHIBITED. WITH THIS DRAWING. DETAILS REFERENCED IN THIS ��7 BA I LD I NGS ` / -7 DRAWING, RLL RPPII[ RBLE VRRCO-PRUDEN ERECTION ---- - CK.RY ALE `�L'J ----)1 `� C • ( 2 Lb I • GUIDES, RND INDUSTRY STANDARDS PERTAINING T(1 S AMC A I I i _ PRf1PFR ERECTION, IN' ; UOING THE CORRECT USE ''t ----- TEMPORARY ------- N . T — INTERNATIONAL TEMPORARY BRR TNG. --- `� / J ..�..IP. , ..q,..... .. .-... . -,..,•w ,� -w ,w ' , ,.`. •. °. • I t ' + x1111111 1144"1111111111 ..,®..n,11111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII T IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIP IIIlIII111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII V I111IIIIIIIIIII11111 *•. :1 • 1 ..- NOTE: IF THIS MICROFILMED 1 2 3 .",,.,..4 _ 5 6 7 Ile 9110 11 122 0. DRAWING IS LESS CLEAR THAN • THIS NOTICE, IT IS DUE TO • THE QUALITY OF THE ORIGINAL DRAWING. — — — • OE 62 82 L2 92 SZ tit CZ 2Z IZ 02 •61 81 LI 91 SI 01 EI ZI II 01.---'.--'' 6 9 L 9 S bI E-- 2. 1 "'a"' I'`" 4n1111fIIn111unIf1111111111u1111u1111111nIIn111flulln11111dI111I11U11 �� ,1,111111411111 4111111111!111U111111111k1111111111111NW11116111IIIII61111111I1111111141111I111118.11111111WW 1 ll�lltl lllllk1alllllllthifill thilllkWIN T:6,' 4 M A Y______ . ___.,_ N, . . 2. _ .• .... ......• 5 1 90 y 9 . • • • J 1 DI MENS IONS [I 4 ' - 1 11 / 16 ?1 1 ' --6 11 / 16 • • • s • • • KEY (I) . 0 C TA ru NNLI u1.-. Ln- - u,-• UN UN UN mlD m m OJxax\ ax\ ¢x\O LD N V — I. --z ' x.mo• ��IL fnaoz.YZ•.:z. x^. m x~, O x~. Occc, lS-Z N .. NN uk- i.n Qenaaw _W.--..1— F GI) U O,N� • ,—� , ¢CLZ mz t, "D IJWW 12. 12. 0_,‹ 2.-J 1 . 0000 1 . 0000 35 - 1 7/ 16 ALL___ _________-_ i SLOP 5 ' -14,,, \-i---Ea , , 5 ' -0 5 . 5 '''''"H"-----44111---o5 ' -(3 3 3/8 1 I P START SHEETING RT RIDGE ./16 x S,0 FLG I1.0" DP PBX 3 GFB20203/16 PPCI z 3/16 X 5.0 FLG C' 11 .0' DP Lo • L=35'1 3/16 _ - \GFB2O2O (1 . 81 RKF2G t3. 5) RFR1 ( 1 . 8) RKF20 + 13. 5) RFR20 J -" PRF 1 �— `3 PRF 1 m o i PCC1 ' L = GGC1R ! GGC1R ,- Ln• ' - -- -_ 1�--- --- --- - $U C 1 ---- -- -_ - — 8 . 4 F�----- - - - `� o BSI � B S 1 w I • U .J = o Q 55 w O - - --�1 -7-T6 �A - -- ---__ 8. 7 / -11-0-817 0 r '� -- -- 8�� --) v U CD c\J CD = • C J L) .� ,1-1 (\i Lf) 'CD „ 0 _ N a 01C230546 01C221146 _ 01C23051)6 —" -- �-' --- - 8 . 5 C 16 G i�- - C 16 GA - 8. 5 C 167;i7- N • r J — — _ I I 1 -1 BASE ATTACH. /TRIM= (3 . 51 BR1 L.,.. L.L. w w LL lL CL.. LL CL Li_ LL LL w LL CL Li. (,L LL CL- Li LL Li w (!) L!) CI) (1) Cr) co Lou- U) C() U) (� (I) () co co U) In C) (!) Cr) C!) (!) Cr) U-) LL LL LL. LL U- LL LL LL LL LL w LL W LL CL Li LL w LL IL LL LL LL LL. CO CD CO CO CD CD CD (D CD (D CD CD CD CO CD (D CD (D (D cD (D (D CD CD •-• (Ni CO CO N LI) O N lI) CO O Cr) N CO .!) (U CO Lf) N -- O O CD -- O 0 CD -- O CD U O O O --- 0 0 O -- O O O --. Q) O O O CD -+ --. - . N (V Cu (V (V N -+ -- -. O O co O CT H 1 /2 22 '-9 1 /2 i ' ' - () 22 '-9 1 /2 8 1 /2 ^- (U (V N N N (U N (V CV (V (U N Al (V N (U CV ('U CU (U LV IU r- -- (� -- — — — --- �--- 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35 ' -0 TO RIDGE _...d F., - - - 7 0 '_.0 B L T O BL - - - 1 • • 70 ' -0 BL TO BL -- - --- -- - - - -1..), ___ ELEVATION AT FRAME LINE 5 • KEY TO PART MRRKS XXXXFFIIEG ixxx = G IZGIRT ) (r: GIRT ) END.WALL FRAMING AT FRAME LINE 5 J OR M IC OR JAMB) DH IC DR HERDER) li1E - PART LENGTH 1FT - IN - EIGHTHS) G = GRGE - 10 (E . G. . G=6 I5 16 GAGE) PLL I 'S AND C 'S ARE 8 1 /2" DP. W/ 2 1 /2" FLANGES. FOR FURTHER REFERENCE SEE MRP n19. GENERAL NOTE) ` THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS HE PROPERTY OF ONALOCORPOA BULDINGS, ERECT I ON D I NG , , ppRn - R UNIT OF AMER INTERNATIONAL CORPORATION. IT 15 I . A-32S BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH 1HE RISC "TURN OF THE NUT" METHOD. ff�, PROVIDED SOLELY FOR ERECTING 1HE BUILDING DES- SEE JOB DETAILS FOR LOCATION AND 517E . "')r'�R``p CRIBED IN THE APPLICABLE PURCHASE ORDER AND - -- -- ------ _ — 2. USE 1 /1" DIAMETER 1,1-'307 BOLTS FOR ALL GIRT , JAMB, RND HERDER CONNECTIONS. ' e SHALL NOT BE MODIFIED, REPRODUCED OR USED FPH BUILDER CUSTOMER LOCATION - �7`� JOB NO. ANY HER PURPOSE WITHOUT PRIOR WRITTEN RPPROV- H $ A CONSTRUCTION CO . INC GREEN VALLEY DEVELOPMENT TIGARD . OREGON Sf.E JOB DETAILS FOR BOLT LENGTHS. RL OFF YRRCO-PRUDEN BUILDINGS. 49691 3. SEE JOB DE TRI LS FOR SHEETING AND TRIM FASTENER SPEC I F I CRT I ONS. ` I THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY REV DATE BY DESCRIPTION DR.BY DATE - - — - - - - — -- DRAWING + . WALL SHEETS RRE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT \. , ` ,.. . ,; l� RESPONSIBLE FOR ACCURATE, GnID OHALITY WORKMAN --- PRIOR AUTHORIZATION I � PROHIBITED. \ / - MM - VARCO — PRI, DEN WIH THISN ERECTING THIS BUILDING IN CONFORMANCE �� 7�8E' \ �� BUILDINGS WITH DRAWING, DETAILS REFERENCED IN TH15 � //��]] DRAWING, HLL APPLICABLE VARCO-PRUDEN ERECTION — — cK.BY SCALE /' 7 of 7 GUIDES. AND INDUSTRY STANDARDS PERTAINING TO N . T . S . VLJ RMCA m g v I ' _--�.�._.____._.__ P R r7 P F R FRF 1,T ]D N, 1 N L 1.U(11 N f THF f1 R r+F L 1 I I s L. F - -----, - - -- 1 ---- INTERNATIONAL TEMPORAP' BRACING. .1 A _ w. _w... ,..w. _.:,. �.+:W. .,r. , ...... _,ipirora„ +,.�•�r.r..w�. ..�...... .: ....... .........,�w"•.. .,.-..arrw... _ r,.a.w1+-- .. ., r .aw►.._ - I ..__ • d , ., :. III IIIIIIII�IIIII1,11.ILII.)II,I1IIIIIII,111IIIIIIIIIIIjIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIII11111IIIlIIIIIIIIIIJIIIIlI1IIIIIIIIIIIIIIIILIIIIII)) 11IIIII,IIIIIl ,111,11'Iil1I1lll e, ,1.-- i ' i 214 101:: NOTE: IFTHISMICROFILMED r..- I .-..-2 4 5 71 8 9 10 I I 12 DRAWING IS LESS CLEAR THAN — "` ; THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 67 92 a 92 SZ tit EZ Z2 IZ 02 61 91 LI 91 SI 171 CI 21 II 01 6 9 •L 9 SI-'--, b I .-C- 2 Iveav" ' i 1011111111111111I111uuIuullullunlul111In11111Inn1m1InI11119614 i4lyln1l � lJl 141111TH1111111In111111111111IlM-41111 111111611uulllu1111111111Iu1IInl1�1thAw luu111111uuull�Illl�111111111X1111wlllllllllllifili 111111 l 1116lllllll l • MA Y 25 9 1 90 .., : -. . • . . r. r: A• r __ _________ v.... viv................. +,sot.4.44•4•444444...amo. woramommorm '.."111/ONNEMAMIONNEMISMUMNIMMEM .....""'l B C.........L. D. .._ 11-13-----7---- E F D H J K I , E REYi�I�'� n 1 / i 0 1 A IlW _ 1 C_+ 1 D 1-G 1-F 1 / y n 0 o Z � 1 1 �j ® ,�, r:IRT 5 1 I'r(' __Lt) _ • _ J \ ALR( yLSli TT , UL�1 AI l �' — -^ SIDEWALL ` - PEN uPfJ ^` I _...._% A ;\ ? / FRAMED OPENING S( K1 It. E l). '(iR —• — -- — 2A NOTE. E-)4STEN BASE GIRT 8 ANGLE _ TO CONCRE TE WITH 1 4• RAMSET NOT BY VARCO PRUDEN SPACEBASE1 r r--2•+•----, tN, 00444 L •' ' • RAn1Sf TS A MAX O( b' FROM EACH END & A MAX of awl') C CONNECTION DETAi_S -� . �` • f 2 RAS[ MEMBER • INSET' • 1-A 1•C GIP.TS /4 __. _- �,Q -. SHEETING BASE CONN. NW CGLUMNS AT BASE DOOR JAMB BASE CONN. 1 PARTITION WALL AT BASE —.71.1 BASE DETAILS AT CORNER - .� �- —' • I N T'R `\ t . W/OP1LY 1 :,'.MBS Li:iT=-J--i S . i)t )OR IAMB CORNER POSi 1.----.i f ' • c PANEL RIB PARTITION (iK2 r� Q l 1 t 1'0" MIN L1YMft I I I 6 Al7• ;tRN�IE COLUMN Ili( 1 BASE ` PANEL E U[l f RAME . I OR r.r I \UFc)S1 " ° Mt.Vltith< I I!IAY, SFA( INC BAY SPACING BAY SPACING BAN PA( INC....1._ _ BAN SPA(•i\(, BAY SPACIN• , . -4- — • _.____________t_. , 1 ,., 1 iv, :: :; - FIN 1 . �. J i i )()I: ji . .. _, , IBC FLOOR ) BUIlD1� G LENGTH 17 t• 7�. , 4 RA`1tiE 1� • I E co •- -- 1..._ • ly NnT111 I' x eA �' , AI{ �' U 11 q _ ,,a" RAn1stTS SIDEWALL BRACING • I \\____._11.. -4- 1 4 RAMSE S S I. I q Fpm Lam' NOT fi'r VP (NOT BY f'1 SIDEWALL 1 O FIELD LATTICE" BRA,( LNG MA), BE 'i L PARTITION WALL DETAIL _______,dc OPINING Al BASE W'0LINER NOTCH TIlILEOAT INfEKI )K 3 -� t)K i ATTACH JAMB TO J8C-I WITH FRAMES ONI1 REF TO SIUEWALLFRAMINGDETAII -j (2) STRUCTURAL SELF DRILL WALL �. 1 J JJ CRIMPEp lIASE Ot FAIL ANGLE AT COLUMN FASTENERS EACH Sr7E BASE ANGLE AT CORNER ( x [ 1 (BASE ANGLE , MM. BASEI TH OL i SF 1 GIK1S 1"11 ' FRAMED OPENIN(, IAMB MIME1 1 tN/OUTSETS GIKTS 1111111111 1 1 • BASE CONNECTIONMINIM 1 1 • • 1.14- 1 DOOR IAMB - ��., FRAME Pt EN I Ai BRA( L BLAH, (;.,f'l)i •.•� ' 1 = •ti 1 H �- - i (FB LATTICE BRACING LINER �•►-�{ ✓ /� DOOR JAMB f F'AkrlTlO\ - I GIKT ANGLE HKA41\(, ( H f \ ) I NOiE PANE I 1 PANEL ( <>Apt (EiQI i TO SPE( IAL l --- -- = - INSTALL VP (ORNER POST I I > } CLIP) I INSIDE PANE L RIB 5-• ~ IAM 3 HEIORE • rr- - -�`A I �� IIII CI l)SURL MASTIC '�'� MASONRY IS 7_ f LBC 1 �_� O II F k \MI ��♦ I II R AMI 7 I • COLUMN TOP Of WALL I - _�— I IN I• OR IN 9L l E `�� -Ai; r �' .. II 0.N(:( f J / \'.1 Tri / 1 LOUR I I ENDPO%t BASE FIN BG•i �' -- j{,� MEMBER FLOOR - ' CHP ---T II iiK a I\(; w.- -.•a FiOIT T() } -.. ism[, (- ) [ tic 1 )111 I f.( 1 - E I Ei I / , • 2-, i ( . LBC-1 t Ol (SUM OF I _ I� t. .l ► BI. .t I fC - IHc 1 + -y.• ill! �. A ( ()I L 11tH .,� ` II I{ P �- 1 4 RAMS( IS - VW ( ~ BA.1 GIRL -) GIRT OR 1( F I I ♦t,l II --- ‹,,i JO/ N�1 \ NOT III 1 I' BA- I x • -1 1/a"RAMSETS -- - �l --� FIN FLOOR y+ �` Ii B iC � ;i^` I /' I i ( -� It jL_ A (NOT BY VP) `° - (�IR1 CLIP H\ giI ( I II' ,F E{t 1( A\(;I f EiKAr INC , f I "NL • I • U I1iAB � 11 4 ( Pc N HSIUEWALL I -t c, 111W (_1( �4441 . b' 4iw )FEN - IBASE TRIM DETAIL PARTITION WAIL DETAIL _ „� (BASE ' NCI F) FRAMED OPENING W/ MASONRY AI FiAtif '.1 I INF R NOT( H :r BASE ANGLE AT COLUMN IA51R A , I IN t I r u It BASE AT CORNER I 1 , 1 ANGLE BRACING DETAIL �; 0.' AN',lE BRACING DETAIL .4T A) ANGLE EIRaCING DETAIL A { • ,, 4 �', IH I\SI 1 (,IKTSlin t 12 `^.' INSET POST & BE AM 1 F2 AT DOOR IAMB [OUTSET --� GIPT TO FRAME CONN. IOUTSETI\ 1 AT RASE OF COLUMN IOUTSETI PORTAL BRA'_E DETAIL • AND INSET T - 1111 �1 •� I COI l �,\ t l j{ • 1 BA-1 HEADER GIRT H FRAME (�\c,l E BRA( INC,I R I lit ( t ' )I t MN I IINER OR TOi' UI X141.1 Dtu 'R H r _..--- PANT I 1..� < I 3 (;IRT Oil)L I Jul Bc 211 (I 1 RIB � „ lir rs PANFI I I ENDPOST' '�tF, `► - _ - -+* • /l , ., Z ~ ____.. ISI L B( 1 BC-2_ I I / R( a , A LRC 1 - - -c:",\\\\\ �� f I\ / I r-iy �I� A� AN(,I f F I Ur_'I•I C. - �. - mise y Ii i v , h. . 1 I1 I I � ''Member rt� Its \� -� F(FID "I►. LB( 1 �I � � -� I' �' R. , (,IR 1 �)K Ili c _ I I \C)TCH BA 1 I I INT ,.._ �1fliO! �1�I Er /d. /V� - , E IN E t�)C)R Ut' (�-� A\q.lf ..� r��...�.� Ems....._1 ( 1 )I l 51r, '�" ate -{—� 1 k �ti,Sf TS - - - RR CI\C ICF 1 l OT fi` r FIE(;) c < /� I x - �- .[, ' ( ` NOTCH -+%'- ON •4 x l f B .11 IFI I lit I II 1 - xI Milliminm. _ —_ �1 ii CRIMPED BASE DE .AII �1 Fes• ! SIDEWALL Da- r i DOOR IAMB I „ _ .1 I (H l Ni R ) SIUE�1 ALL- ; .�.-6-�. FIELD ()1'FNI L B( 1 I , ,.� I I I .a. I � n,/ St( T Bit NOR �.� , FULL BASE GIRT AT CORNER BASE. ANGLE AT CORNER • ' FULL BASE GIRT AT COLUMN FRAMED OPFNINr. w/MASONRY S 1-A3 1'Bi 1 C3 �� I\SE i f LEI f KA.11E �1 F5 V1 INSf T f l l l i K.An1( 1 f i ANGLE BRACING AT IAMB TO - - Ail ANGLE BRACING RETAIL AT A �, ANGLE BRACING DETAIL AT ; A, 1 I I H OUTSET GIRLS 1 ►A AB AT TOP Of WALL 1 l 1 1 GIRT CONN. (OUTSET OR INSET) GIRT TO FRAME CONN. ,INS( T; fi _ BASE OF COlt 1VIN IINSET! ammo . • 1_D _- SEK� LLE DOOR BASE -- !1( — AN( Fac ;F; ,� 11 Al I ' ri 1 R( z ri 1 _ I _ , Z_ , ( LIFT R\ k R'li f — -- BOLT ' ,til ' 7 ' .JAMB RETAINER DOOR IRA0.,f ( I $ _ Kt)[ I F i � - [-- Hi u\Ff� _ ; OK\EKJ c)tiT ••F I' t,T �. — ? ii SCHEDULE /, rT i PANEL '�-"" Cl)i I �1\ 7 OR 't `� MAS TI I 5 r N (tR ► - r Rtif k I'( ISi - FULL Fk.+v1E I I4 t �- ��- �- � ,� INSIDE i BG-2 n 1 4 RAMSEi5 CIOSURt ) 1 Ei(, FIN BASE I ( Ali I i I • ‘...____,: BG : f, I I I\OT B1 VP) OR III , I i ,, • FLJI)R I �� MEMBER. P. . r .- - r - - - F�• +-�-� II � 3/4 x I I/2 • mAx ( 1 IN RAF �U A-325 C. . - j Lv FLOOR ii I BRAi 11A1 ( CORPOST-) �� ISI �T Lel•-----1 i FIELD v f If l U \ f ��_� `�>.{ J :.Il: ;i2$ y 1 E ASf i ( NOT B1 '� F' ��•.••+,;� ! I 1N" RAMSET SILL PLATE -_ NOTCH I 11_i • 4--�--11 -KIM 4 fIELD NOTCH 1 f OT B 1 VP) ...__ - _- _ �, k_____:::____±.LL_OTCH _---1-�, ^— FO .; OPEN I tiiUf \.‘ All b' I SIDEWAII 1 (1 I -- ----I • L BASE PRIM DETAIL r NOM DOOR + •I 1 F•+ ••-{ �� ROa CONN. ?O RAKt ` / SERVICE DOOR ROD CONN.TO CONCRETE AT r, 1 I H I. INE K RASE CONNECTION FULL BASE GIRT AT CORNER FULL RASE GIRT AT CORNER CORNER POST W/LINER r i BEAM AT EAVE(INSET GIRTS) 1 A4 FULL BASE GIRT AT COLUMN 1 D1 11 INSET POST & HE AM 1-F6 W,'UUTSET GIRTS - 2-C . I V, I1H (NSI r CIRISEll- I 1 Illffl END BAY SIDEWALL BR.A'CINGATIINSETCORNERPOST > ' MUM INIIIMIWIIIMIIMIIIIMIW 11111111•01111 MEMINI=MM/i MI5 M111111111..."'" JAMB • H 1 2'• RETAINER , MA TER REF DETAIL KE'Y SPECIAL DETAIL KEY Pm. ow/. - r.----1 K DOUR I RAME i OK^[z ANCHOR• T �'"� BASE AND S I l�E 1M,fQ L! BRACING D F Ti A s [.;i I � \( S T TT HID O DETAIL NO._ —J t t 1 r ( rpt WITH 3 a O V./All. ROD PE-TAIL 1 4- 2 3- 7b FLS p�, K'.ALI Efl><J��Eit It 1 F 4\RIB 2+ F'•'ti E I Ter,OF WALL I{i 'I r ti �� ioUMBEk DRAW NG NO.t WHERE WHERE SHOWN — r I 2 I - 23 - 79 RWC I __-- __...,_ A FIN B(, 1 FIN • ANCHOR C1JST, _._ _ FLOUR • j FLOOR $t�CF �., ,` Th,a Drewmg la The Prooerty Jf Verco•P;uden A Drvleion Of --- r `r�,ET�)^R CLIP , `/ Amce Internatronel Cnrp And It Loened Subject To The Con• 3 -2 3 - Ir�� Ciel —CM_ P. DATE Dw N� ` /�„ F I F LO JR BRA 1 e ep oduced bF )eed To Format In LOCATION - -- - t+ r • `� drhoo Th t It la Not To Bea r — ----- —� rormatcur For The Mek,ng of Drewmga Or Pnntp EMcept As J ____ c)A'- - ___ i 4' RAMSETS ` Vries I AR 1 ��I I I S IR I ", 5e rncnedEnwr m 11_2°,1, .. Ol--OUTSI r g ey Verco•�udr,r Nn? By VP 1/4" RAn15E TS (2) 1 '4" RAMSETS (2 OR 4) I I I - '.''. ^ .__-._... . -_-• - 1 ?' I 1 t 2 NOT RY VP (NOT BY VP) GIRTS I „ 1'I . NI OPENIh:Sf 1 I ie 5" ve ro-P•.idenPccrOtaNoReapcna�bl'ItyForWortCDon• OnTh.a _., r� ��NUn1 DOUR + 4 1'2"" 1" . -- --- -e"+ ^roiact NifhoutThtl A:dOfAnDet.la(o'xso► UnThla4r,.v• . vARc0s. ImamCONI. NOTCH DETAIL SEP:%ItE DOOR BASE GIRTS I u,g It w The fisapo-•�it,',Iy Of Tha Contr�eto ,: 'ruure Thet ►'e �' plitIDE CONC. NOTCH DETAIL WITH LINER 1 ( OivN \\/,,"MASONRY Has �easDeteleBeforeWorklsd(erted E;A .( AN ;L[ 1 .(. a= WALL ROD CONNECTION TO CON( •qtr A DIY1si Gr Amtva th ,.. iuNAT i u ePA ft, � M ot. maw .(iMA"J•wT'U1Eg3 �taXIAT17k • . vs. lorgy gaimadinsvmiamor.!tsmanolommaaulamom • % ..... ..Sa I j 1ItIIIIIIi IFIII111 In IIlIIIIIIIIIIIIII1I1IIIIIIIII111II IEllIIIFII110III1I1I1IIIIIIIIIIF1I1I111111111III1I1I1II1I1j1I1I1111111 I1IIIIIIII( IFIIIIIIIIIIIIII .• / 1( N I 2 3 4 5 6 7 8 9 ) 1O I I 12NOTE: I F THIS MICROFILMED 214x DRAWING IS LESS CLEAR THAN '� --- +. • THIS NOTICE, II IS DUE TO •y ` THE QUALITY OF THE ORIGINAL ti • DRAWING. OC 6Z 92 LZ 87, S2 bZ C2 ZZ IZ OZ 61 RI LI 91 SI bl CI ZI II 01 6 9 L 9 S b IC- Z. l""" ,►111111,I111111111111111uniu11111111111FI11uIIlI11111111U1I1U1I11IIIIWIIUIIIIIllilulu11111114111 11111111!iIwIIFIuI111111111111111.111411111111!IIIIII1n1I1111111011111111111IIIIIIIi1IIFl1111111IIuIII1�ulIilElLjuu�lu llWllllWilWdll1111111 11111111EI111101111 • 1 �'25• 1990. MAY � �� t . . . • _. •,, . , . . . ... . ........ ........ • I C D , E c • i G • H j K k• mow _41•411111111M11.011.11, saw mmumplonwk , ' Nommaummommiluk, \ •\kil '1 i F PAGE 5.5 IN RI 1 FR TO 108 t RI( I ION DR A'rN INC'S FOR BOLT (ODE ` • 7 "...RAKI CHANNE I -•••1 L RECTIrN GUIDE GC.4 , SAG ANGLE REQUIREMENTS FOR PRIM AR FRAMING CONNE(TIONS. ' 1 ' / 2 C. 1 1.-......-1 1 1.-0-fir L , Mini 7-7, T„ r.k211)_, , REVISION I'l RI 1\ 1 • BOLT SCHEDULE (RM. -15) ) , 2 --,, \ \ [ :JO r i ' F 1 -t---11 4, pf .,in TAP -4.- -.--TJ,JFILiN 01 PURLINS MAY BF 'NESTED" \ L.--... AIL . I E:AVF - ' - IACK of I 1R1 ( I 10s. 1)‘14, • ,••'; s, • A 1 2 ' 1 ' A• if)? 0 l' PUFil.1111 __- . / 2- ) Awk mil/ Iry ---- 1-- #1.) 't In STRucT A 4 - -L-7-- VI SR TION "A" •, • ) I - - / 1 7 . 8 1 2 x 1 1 2- A- i07 S.D. WALL -k.. . i - i 1111N111 0 4) ___ ..... t 110,11Ni /0 I 1 1 1 F.1-1' r..1 CHU'S MAY BF "NESTED" C L 4 x 2- A 32S I ND i R NMI .... I li h 1 2" I N1/\,‘ NI I IRN\II 1 R,!\\II / 1 NI)\\ ' : L ,. . tSI I [RI( Ill iN 'Mt , 1114-- 1 w V 1 • TIE I 1 k'A'•'1 ON1 1 .1 -'H ,______ , --.... (11 All OR C,AG1 1-11 1.) .. ... • ---- SEC TION "B" RANI 131 AM) I i I ILL ALL 11()1 IS -.7-7.7.---- - is 1, I ! •1' ___ \ 1 • , . ' f---x/' LI [ 1 I 1 4 x 2 1 2 A 12-; Ol 1s1 I ( IRIS 1 ir ..4.1 IT II OR I 11111 1 k.-) 1 I NIM NI I I 'owl- 1 , I- ''',•1 1 •.i .', :.! I. (It II IR 1 111) .4> I _ A .. .' rTi ! 1 I ....1. Li. I .. I f I t ' 2°' A i2r) 9 1 k 1N11 -' . IU C.)' L _ ts 1 ..... 4...., .....4...... _ , is ) NOTE BOLT EAvE. PURL1N T, FRAME _ .......- ...... 'km* (, . ':SING GC-4 CLIPATINTERIOR FRAME 4 li r 40...< s. 1-D . ,---- POST & BEAM I ND1(%ALL "A" ... ,• _____ _ 2:1 PURLIN CONNECTION F.771..111 EAVE PURLIN & FLANGE i-c ' F17 H ' .. ‘ 112 A, {2-, . AT ENDWALL 2 BRACE CONNECTION .. ..,._ t:R1 II k I r I \ 1 _, " " 17(A - _ - - .... ° , - - 1 4 NC)1 -1 11/2'' 4....- re I , ,L i,,, I . , R I oo " 1 L I 2 1 2-'‘ ..' 1 r OR 1 , ' ---v--- Ilk I - .) 0 C G1PT ., 4r---14i,..dsill 1 '' -C 4. I 1- 1 1.-C . -71. 4 77•- 2-7/. 1 I 1 2 ' - , ' - • ' ,- - [322E1 , ! I M/ 1 I I...‘ 1 Will?' 2 ----- - • I Li 6 !CLIP MAY BE WELDED -COLUMN . 4 ,- - emb. • --..m........-- -,..4.... i! 1i1 1 SP1( '\.( , ; ., ii _...,,.....7 . ....,...„ (RA SACING) .1.... •. '; ....t 1 I 4) R' " 11 I \ r rt'R1 I\ 4 u! SIDE viEw Ili 10 ) II' --1,---- IRK( -1-0 .- ... .4. 1. () 4) . e 1 , -.- , --- I I - i / 1.11- I, i(, . , NI. --.11.. , *lit IMMIIIMEmm MUIMMEMNII~A COLUMN--al FB IF REM)) E\I • 1 1 ' I I \11 !•, ',1 -1 1111 . . 1 \;) If• ) \\ I I i f( ti I 41/4) I 1-Ii I 1 _ ____ .......-titto 14 ).1 N lil 1%I _, 1 III 1 1: 1141 • _____ . .72) ‘, I liR 1( 1N(, ---. [NI ' , 11 l'RLINJ L___-- _--- •• • ' I ST RUCT S.D . - , .' I 1 ,1 ,., INE) I R•',.vI 44,y ---..._....7.I I( . "C"GIRT , , C GIRT-, 11-7 10 it i1 1 \ ;I NsI()N li( •1 01 I ., . I N• I, • (4 la - ----1--- 1 f. 1 4, Eli 4-- t ok I NIA\ '1 i 1 - NOTE: \I)I 0,11 .1 II 4,1 V POR NW' UR WIN(. MI - I III I riT, 41,..4411W- i 1 IL IRAMI r ' 0, i--- 1 . NOTE: 111'( /R 110 i-,R At IN(. MI s I i I 0 1 -471 ) • .-- -7-- WALL I \NI( '\:I R NI ( At II ;1'1 .1 11 OR i \GI ONE 1 21)... :1)1 I) DUI, INC 1 RI 0 110 )N , ::!........1.0._ II 11 1101 I / 1)1 RIN(, 1 RH i ION I'l RI IN (2 I AS I li RAKI t) ' - .ci.)% .....-... ---o.4.*--- I , Il 1( / 4 RI I,) 1) 1NP •11 TA-' 0 1\ IRIN1 \\LAI ( TA-10 ' 0 /0 1 21!_, 41>. - -° ROOF FRAMINCPDETAILS . i 7.- • FULL FRAME ENDWALL- SIDEWALL FRAMING DETAILS • 1111 1-1,' ' 11 wome Am Boll ON EXTENSION • 3.. .< 101 7 cc; 2 FOR SHEETING & TRIM OFT. _ r 1 , ENDWALL FRAMING DETAILS Limmi • 1 s I loR Mil/ IIN(. tS IRIM OFTAlli • 1 ! .. DeTAIL AT "C"GIRT LOCATION 1 REF L 4 I 4 4 REF 4 FOR SHEE1INC ,N TRIM DI I 2 ,.._ Lumina. ? A 1 Aii.......r.- . . i 1 ) 5 . )OI I.\ I \ \lo(, . 11111) 1o, All N 1/R11 1 1.2i'l 16- , . , ALTERNATI : \.(-)-r( 1 i , R I 11 ill N. ) 1 T. j T::1,1 1 i')!..A,T1 r(q1 S, IIIN 11()Ils IN LIR ! %NI) CND \,i ,i H. , I. , % ilk III \.,. - I NI)11 \! ! • • . 1 If 40( !SI I (.1R IS 1."` „ 2.34_, SIMPLE . , . , 141 ( (I l_ \IN ) I '' CI I P.T To 1 . 1 k. \\II .v.s1) .‘ 11 \, w,\ Iiii<> \T" ICT C,C-10 ' ' ' - . ...ab • - 1 2 3/447-11 1--:rf PURLIN 1 1, 1 6 HI 1 \PIM I) AIIIRN-111 -1-1-7. L ---14 IAP 1 , I 1 NI (..1 ',, , - 1 Ell 1 1'2 2'' 1 . I I h ',I 1 /if )1 1 < >- w c q _____n _ .- -4-1, 0 4.- * . 0 . RAO . • IND RAY PURI I\ i I 0 : .'• : II i : )k el,.\N -' : .1I% I • - - • ' 1 \',`,. ,w • . _ __, I-ft-- (- i___i I'' 4 Ntr ' ' 09'4> • 1 .110. . PURLIN ' . I' r I/ NOTrI; IIRT 77-177,1- ..,.. , , , ..,, • ,, ,, - .•• col, . ri.r, . -N lt___4_42L._itlo. Hvl . ---I !,.. ( 0 ••• .? ..---'*"----:------"l .---- N --. 4 *a 0 I I • eil ir L 4ltk .t. .118 i/f 1131 ( IL - I I R1m1 ONI 1 • 1. ______---_,-- 1:; ---------._ ' I • r. \ --_ ----_-_-- I NO I R 1.111 A '\,. r .A-• . I STRuCT S.D. , • I \DIRA\11 ----.z.-...,... olio ,_ i .I .4 -3- t - ...L. ,_, ; I sll)1 ,‘ '1 i ! WALL i \s, i I NI N N 1 I 1, i , 1- i i 1 (,IR 1 ....4,i.... (7- ! i In i i ii. \I•\ L. 'I ' :-) . k NKI lit A\I \,.. / C E IRAKI III NM ( -;•: II II IR•1111 in - - - 2 • 1 4. .. . ,, 're- .....4......_ -4••••-• ' IR'',' NN( ,I I ( TA-10 ) 0 le 4 1 EINE .....A ' -.4..- --. -• ---sr. 1, . ....m. --=_- 1- e,IR 1 (. I II,4,, \I ‘,, BI „oh ii II ,i , , • , ti ‘,I I (,I k ! I it ,k \psi BI \\1 ( )Ril II Ik \\II , 1 N.I)\\ •1I I (,11: 1 r If: I t I 'I", ',1 \ • ; -, '' ' ; 11 ' GIRT ':" ':,- , II II 1 R•11/1 ()NI PI1( 1 iXTENs1()N ALTERNATE C.-JR T & FLANGE BRACE i ‘ GIRT 1-7 2-A 21 GABLE GIRT CONN. 2-H & FLANGE BRACE (ONN. I 1) ( ONN. AT CORNER OPEN I (. 4 ROOF EXTENSION AT ENDWALL 2 \ ARIk RIDGE BEAM CONN. 2 INTERIOR BEAM SPLICE TO END FRAME 2 CONNECTION L 2 AT CORNER(FULL FRAME 2 SIDEWALL . FULL FRAME 2 Ai . .... . \ ), . AtTERNA1 1 I VAR!! •,-.-- . f- • . 1-' r. i, i /1 IR/IAN' - ' - PI t• , \.'s /t- I ! I '• 1-0-. •1 't kl I\ .' '•-''' !..'• !! 1 i. '',• r; .' „ . r 1 , i •• ,. , • • ,_ , ft 10\1 • 1 1 .' I :- 2 I 1 1 t-I 6\3 ,711" , R1 )1 1i ( )\ 1 kl 4 AN! . ... .RNIIIMMIIIIIMM,1111111111MM1.1, -11.C.,.... ..m.r .......-...........rir...... i \dig . \ / s 'eftwil :::::::..L, = :w...ft • .•• k i ( !• \\‘•I I N., . ...,) ,„ . .) , ... , ,t I I ,., I , r • Is 1 NI I. RI I , w 't I I AN I..k if-7,-_-•\ RI I I 1, \\I 1 RIB•,,, -....)00----....../---.._ -...../1-\-,-.--2---........,---L-r, 1_ 0 10 9. 0 c I. . • _ ,.•••••111. B ''' 24k , I i I'( RI !". -.) i -, ,. 1'0 ' (2),01 2 x ,. STRuCT. 1 , i .._ ....... ...... 1 , , ,. , It 1 II • !k ..1( .1 ' • • is! l' \ It \, ,i , 1#. I // • \ - _ ,. • 1 lir I WALL. FAST. AT ' I ( ti 1N.NII ( 1 ) • T, !....-- ....--........ ....... i.!... I I; 7ft 11V i f'-.Nr• I- - i --1-4.- : :.! 1 T. fIRKI - -- . ...... _:-.-- .. 2' I'l RI IN. - • jr- '' I. f ..IIIMI •r r IF ... (MENNIImmitsigitiiiii. 1 ( 1 i \N..,.1 I ,, PI RI IN - 0 !Z. L C 1 , I , , . . , ,rHill •.. ... , mill 111-1 ...' , , • ;.' `,• ''s 1 I HI Ilk1 - ' t i NI /\\, I ( ,!R I -- - ....i.-- 01 1) C 0 • 0 1RA111 - . • F----- 1 , r -,R )N .. --_ ... .-_._• ----- ' .IR 1 --- 1... '___() 1 11111 ! \.../..,...---e-s_--/-1 IRI 11 11' ---- \ II ose I -.) (..) q1 ..0 i I , -10..... A 111 t! 1 \' i . AN(,I I . _4 ,,,,,...„-....•. _ . , IN II RI( )R ( 01 ; ( 11011 AN(,I I • ' ‘.•- RAKI lil NM I' ''• I 1 1 • , , • ' ( TA- 10 ), . • ,.-. .--,r/ \13) 1 \1w( )N1 ••••'1"-- I. I I I ( 2 I I 4 i k i IP' ., % 1 1)1 0I( IP 'At • 1 )11 ) '' ; 4.-._.• 3 ( TA-1 0 ) _.,4, PI t‘ti ( )k GAG1,1 - --r - t :PI A It OR (, 'LI I ( I II' NO 1 1 Id N o ft )1' IH ( I Il' , N,1 ! NH( /I) \\ II ()1 1) ill •. !II ',1/1 R I I'1 NH e AI IIRNAII _14 _ t, ___ \\ I I I)I 1 + I R , `-!I . GIR T CONN. AT CORNER , .., 1 1..1 fi ROOF EXTENSION I HI STANDARD PURI IN & I t) ENL) POST CONN. in I : ill_ FRAME INTE RIOR COL. ; A GIRT CONN. t it (WEN s;,)Ekk .ALL OR 34 PL ATE GLASS HE ADE R , il , .1, ITHOUT SOFFIT 2 FLANGE BRACE CONN. 2 ' END POST CONN. AT RIDGE TO FAIL FRAME CONN. AT RIDGE , - TO I_NDPC)ST 2 NDSALL 2 ( ONN. AT SIDR% All Am.. :-::\c, .v. • , : :'.1 . . . . . , ...! ;. . , . , . ' ' . . ,I , , r, • •,. , , .11f3 B1( g , . , . , . . _-_...-. -- 4 . - , , • ), - • . • 1 ' '' I I A I \\, •,,I,, . . . . I i. '. '.'1 ---1 ,.)::1' . -- , T,F ---, .... it.i. .,; . . . . ( & lifx \L 1 • ---- ,----i F, ) ! 'NI I . .. . - • • „ • • --,..... _ •.,,,, . ,... .. • • , _ . . ... _,, --- --,,,.....-.., ....4 .. ,, •• , END BAY \ 4> ....--- _______,....-----....--/-)R ( )R,. . , i. . ‘ •• 1<yi . • c ' • ! i wi 1\ /:,,,, Hui sim It . , ONLY / -,.. H-"'c:-. - i .1'011 R NIII R ..- 1-9 ILI 11 ,..... ............'. ,A' ' ---- ---- ----,---irli M - , II ... ------••• - :' 41101 ' sir . • 6011_el ..,-1 -:-----1 • . 1 - , \\ •,..0 0 k ,k, - r"- ..., )1 1 i '•••1 . '- 1 it ',HI " ' I . , 1..:,00, iii , NI 1 , .. -.. • I ! '• r-- (D140 • .. _=...__._/".___i (S1 A.-) ' ; ki\I ,...----. - 04 41 \ -4 . - 4) E ,H,. ---7\---- 7411°Lf:. :-.- . 2 1. 1 RN 41; 7 -.,.....it t-• 01 • •I , I I. -'!i "4r, . . \ ii.j. 4. ! ' r_a--.--..-----_-_ . I 0 _ I g:555 ;-' I i , • IR\I I,' Pr P.1 ' - I ; IN ( '.! 1 ) )l i \IN, . ,, -, . I 1 ,IR 1 . , II TOP (il ( 01 1 MN f. - - 1...11.•' ... - • ( )1 I I i rA\ I 3 1/2" •'; ‘ I I 1 IR t , ',i ,I , ..1 1 1 -- -4- -i !------- - - 4 I I •\ 111N( . ( I ( 4- _I. .___/_.. I, _ _' ' , 1 ,, ' 11.' ' , : ,,' , \I !, ! : 1 •.i i, ;,' ',\ I I I li i • .1. 1•••• SECTION -A-A" t « :i.i ..0\ (,IR I ( I IN \I 1\ '.; 1 .. SF( IION "13-B" I .........• ROOF EXTENSION F WITH SOFFIT r , STANDARD CORNER POST = STANDARD END POST 24, FUEL F RAME INTERIOP, ‘1".....1445 CIR I ( ONN. AT CORNER I t ( . ( , 1BI I GIRI CONN. t_t PLATE GLASS HEADER = 2 II. w/o I ROD s CONNECTION CONNECTION 2 COL. CONN. 2 POS1 & BEAM , I ( ) t \\ I PURLIN , 2 CONN. AT CORNER II Nowas ,Smosionnomor toommiiinvosoniummomv II L ..........."------ SAG. '4 HiR A 1 A 3 1/2" I Al I I'l 'RI I\ ANGLL MASTER REF DETAIL KEY SPECIAL DETAIL KEY R N. tEY TE RCF AND WALL SECONDARY AO.. 5 .~ ,.... ....\ t....„...1 - 1 i, V.11 BY( 1 ii' '',., , _........-i D.E.TAIL_N_Q,. STRUCTURAL FRAMING (OUTSET GIRTS ) _, .1.A1 P.. / 1 I I )0N TM; BACK AND DETAIL, 5 2 -?°9-80 cj ,....--. .,..-- 4=•••••••••••=mummmm...momml __ ____.:_ -.-- -:--- ATTACH TO ...---- ............. , 1 'NI NUiA BE R ASTER__REF wan. NQ. . ta.. DR. Pi SCALE BUILDER JOB NO ' - • .... .. ,---- LAVE MEMBER . ..z, Adill 6 1- 'GA% RAW1NG NO. WHERE CUT WHERE SHOWN , WITH - I H HO ''"--------- AllIr __.. a I.,. . . lel Al 1 - 'II , (I) STRUCT ......44,---- . ' _ 1.....2,,ji - \•,.. !KW 14)1 1') ROOF FAST dlt,o' 'hat If e.,:idoxiBregcer Dod, weeinrigs.,,,,; ,,,,,,,T,,s, FEuxrcnz AB , 7 6) -/c7-3/ ----..-ao CK BY: DATE DRAWING ........••■••••1"""'"." BASE OF COLUMN RAKI lit AM -- - , ..-ta44.•• LOCATION 1.. . • FLOOR \ ONLY / (',1 • „ (PI,A 1 I OR GAG! ) .wmation Fo, ,, 1 r ! . ,. , 1 I V RID(•E . 1 li • Sanctioned In W. 0 no By Varco-Prode, • 0 a . a-....• BM 1) )\1 RI )1111 ( )1 S RI 0)1 IRI I) , RI I 1-C ''' .> .....rommlOmmiN• I . . ...(--- T • VV pVfoorrceor.,Pwrud,t7ro!uAt cicheeptAs,dNootRrioDor:t,i!t,s!!icy ailoier dVVFoor,lk.oDnonTehisOnD,Tahwiev svosnesflob:el;twy 000,f TishestCariortetdracto, To Insure That He . Nii;////..... , _ • VAR 0 . pRu, DEN. . ....,...........,..... , .• . , ROOF RODS MENA Finags Tit,,lesseihDeeRt:st ,.... • I-I 2-CI A DIVISION OF AMCA INTERNATIONAL CORP. mr. OU11.01PIO 111A1411VACTuREAS ASSOCIATioN .. 1. ............. ..... .moommar. ROD BRACING . • 2 ' END POST CONN. AT CORNER 2 .e- .A. . ..... ...... .-•I/11 N., ) * 2. . • liE . • , s 0 ill,Il 1 I la,1 i 1 1 1 1 - ,,,..•. ..1..i....0.,,..,•,...,,,. ', ::.. ,,.,:..,.• ..,,,,.., .„,,,,a.,4,6,•ait.y,u440040m006•6..., .. -.:;,....._,,...-_-___JamasammingiaggnilladlummpagefilliMplia#. - --- - ,,,,,, -,,,AmessmaslomAINtitt••••••,•10... ---------- , -....----mir--- -I ------ -- - - - wwwwhmaiibn....i..... .L..............L...r.......gg2..............t. 1111111,11111111,111ilifilifillirliplI111111111,1111111[111i11111111111i191111IIIIIIIIIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . , 5 6 7 8 9 41 10 II 12 1. • NOTE: IF TH A MICROFILMED . DRAWING IS LESS CLEAR 'THAN • VTHIS NOTICE. IT IS DUE TO X - „ THE. QUALITY OF THE ORIGINAL 4' DRAWING. .- - - - - I 1 ot 6Z 9Z 12 9Z SZ PZ CZ ZZ IZ OZ 61 91 LI 91 SI *I CI Z1 II 01 6 9 L 9 S Jr C Z Immo' , • .., 011111111iIIIIIIIIIIItilmiliitiliiii114111i19110919M1044Wkkedain 410669111itihightlfitM1 '4,,. ,,i , ,,a ..,• , - ..,i. ., r , , , lid1W1011111 ''':,:S. , , . a...n.. . ... , o .. . • 25 , 1 9 9 0 : . „ .... ___.. ... ,-_- ____ -.1111118a"'- -...........-,.-..........-- ---- -•-•,,.....••••..-11". .--lb- . . .._..c...._................:. .........4.4.04Kaw.,..,. . . . A...., ______________ .11. -- -- • .. Ausimmomodmm --------"=- to � B C� D E F G H J K _.�.- SIDELAP - 11000 FASTENER NGfF.`; P-0" t'-O• 1'-0' 1'•-0' 1'-0' 1'-0' I 1'-0' t'•0' ) __ 1. FASTENER SPACING ~TITCH ( i PER - --f -) -,� SIDELAP 1 S. WA11, FASTENERS SIDE: AP FOR EACH 1 i SIDELAP--- i _ _- A. Standard and U.L. Class 60 Uplift Panel to Structural - M12-14x1" Self Drilling • �LOICH4 STRUCTURAL Ap LAP lAi' PiiHLIN AND EACH 1 STRUCT a' O.C. i STRUCT. 4' O.C. 1. Structural Fasteners (Panel to Purlin) Standard with $12+14x1*" optional 3"4)" 3 -0" L ■ STITCH ,INTIM SPACE 1 •T"-------\ 1 / U ! „ 1 p•�r foot at all t)tulins U.N. Panel to Panel - }-14x3/4'' Self Drilling A LAP LAP (PANEL-) (PANEL ) ' 2 per foot at eave purlin 1 l'-0" • • • • • • • k,-� r •�•' ••1• • • - 1•411•11 • •0•1141111•1 NOTE: W 11 panel must attach to all girts with the �- -- 2 per foot at endlap purlin 4 IPANI1) 1 EAVE 7 PURLIN ' �� III" • • • - 2 per foot at ridge purlin stream fastener pattern regardless of the girt spacing. 'r- -� .,w„ •) 7 N MFMKt3( '" 1-8 PURL Ir, I i , e] PURLIN I _ 111114N 2. Stitch Fasteners (Panel to Panel) IT -- fff STRUCT. 6' O C 4 I ; 4 ENOLAP 1 Reference l tai] • • • . • f� `C NIA AI III .._ - --- Per each panel sidelap locate stitch fasteners: • + • • ' • STITCH 1 at each purlin and • ENDLAP ENDIAP'& RIDGE STITCH 2 r & ENDLAPA RIDGE LINER PANII. Nrn•E:5 CAP ?AL ( SEE NOTE I Ij- 2 i ( SEE NOTE 1-C-2 ) 1 between each run of Pur n:; CAP DETAL CAP DETAIL 4• j STITCH ( LOCATE N SIDELAP B. Ice Damning (25 psf or grater live load) A. Liner shown on these details is optional. Refer to • AT EACH PURLIN & 2 1. Structural Fasteners (Pt el to Purlin) panel rib erection dwgs. for location if required. It SIDELAP --- STRUCT. 1'-0' 0 C , - - SIDELAP BETWEEN EA PURLIN SIDELAP 1 per foot at all purli U.N. N _ 1- ( --- - - RUN ) -r- -1 3 per foot at eave purl 'n H. Liner panel should be att d to all girts with th, f 4S KE Q t> e t •, . STRUCT. l'-0* O.0 I I 3 per foot at endlap purlin fastener pattern shown it TI Z-------J 1 - 3 per foot at ridge purlin E.�J c,IRT , i ;k if° • _ • • s • • • • • 2. Stitch Fasteners (Panel to Panel) FASTENER ATTACHMENT FOR TRIM• ` j 1 •• •• • 1 per sidelap rib at all purlins U.N• f'� • • • • ' • sC' 1• 5. Attach cave fascia W/1 roof stitch (minor ribs) & -`J CORNE k M M PURLIN - -)'URE IN I PURLIN - l per sidelap rib between �e1u:h run of purlins U.N. (1) Patrician Eronze (P.T.BR. ) stitch wall fastener- TRIM "' L -_l4 t �.___i ,r 4 per sidelap rib at ridge purlin & endlap purlin STITCH ( 1 PER SIDELAP/ AITCH ( 1 PER SIDELAP STRUCT. SrO.C._1 K� TE 2 per interior ribs at ridge purlin & endlap purlins (major ribs) at 12" O.C. plus (3) pop rivets per (CT INTERMEDIATE ar EACH PURIM & 2 PLk INTERMEDIATE 6" o.c. for the first 10'-0" fnxn eave of each 3" lap. N M x EACHFOR EACH PURLIN & � P Fri �y SIDELAP BETWEEN EACH sidelap 6. Attach eave gutter lip W/1 roof stitch (per ft. ) to NOTE: TWO PURLIN SPACE) PURL IN PURLIN RUN ) ' roof sht. Connect splice W/9 pop rivets & end LAP FASTENERS C. UL90 Uplift s • • closures W/10 pop rivets: Connect strap W/1 14x3/4" REQ D. WHEN a SIDELAP ---, SLAP-7 1. Structural (Panel to Purlin) roof fast. (thru roof sht.), (1) structural roof (;IRT SPACE 4 C SIDELAP r_ 2 per foot at each purlin U.N. • fast. (thru roof sht. , strap & eave member) & (1) t XCE EOS 6'U"" M M V I 1 • STRUCT. 4. O.C. 3 per foot at ridge purlin 14x3/4" roof fast. thru outside gutter lip into • STRUCT 6' O C. :.i-; i STRUCT 4 C.C. .. 1 3 per foot at endlap purlin strap. Pop rivets req'd: Lknvnspout (2 per pc.), ,I',,' F `.1l ~slit k , BASE MEMBER + I • 3 per foot at eave purlin elbow (2), strap (4), PRF-1 (4), PCC-I: (6),BS-1 (4) r { i • ► • • • • • • • 1 ... •• • •••' • •• ••• ••• - 2. Stitch (panel to Panel) 1rI I I 7. Inside and outside 'closures are optional in this • 2 per major rib at ridge purlin & endlap purlins •�_ . • « • • • 04 .11i IEAVE PURLIN , ' 1-A1location only. (Use with Ice Damming Condition). - EAVE PURLIN r1-A I IL , ® 1 per sidelap at all purlins U.N. ,l a I EAVE PURLIN . _, 4 4 " 18 8. Rake Fascia - Attadh W/stitch roof fast• at lap & at STITCH ( 1 PER SIDECAR BLDG. EAVE I I STITCH ( 6' O.C. FOR BLDG. EAVE STITCH( LOCATE IN _ BLDG. EAVE I 2 per sidelap between each run of purlins 1 ALONG EAVE PURLIN ) D. U1,90 With Ice Damning purlins on roof sht. & (P.T.BR. ) stitch wall fast. FIRST 10'0' OF EACH sDEUaP AT EAVE PURLIN at major ribs. Lap min. of 3" W/5 pop rivets. El SIDELAP ) A 2 BETWEEN EACH Use- a combination of pat •rn (B) Ice Damning and J ,EE NOTE 3. PURLIN RUN ) (C) Uigt, ). 9. One stitch wall fastener per foot. SEE NTE , J •--ElE=1 , y r ,L 90 UPLIFT 10. Use one st itch wall fastener foistplus (4) 'STD & UL 6® UPLIFT ICE DAMMING 1,�� 11 V 2. NOTE: Roof panel mist be attached to all purlins with perSIDEWALL FASTENER LOCATION ENDWALL FASTENER LOCATION one of the above "a_ste�ner patterns regardless of the pup rivets per splice. purlin spacing. ......,_ 11. T pop rivets per foot. X : STITCHI:� 12. One structural wall fastener per foot. SIDEWALL AND ENDWALL SHEETING DETAILS IIIMINIII ROOF FASTENER SPACING • : STRUCTURAL Reference Details l . , t• . emir r-i F100F SHTPANEL RK W KE D AF MASTI-) dr r•UIIRUUF SHEC T., MAST IKGF' IKMASTIC - DBl U Q NOTE F\�vAR1t5 LOWER END LAP ONLY - IIELDCUT LINER PANEL 11CIt)( L ► ll,titK F'Atil I u F. Z 1T ( C)Ll'tilNS -s-.^.-- �.. _ �. __ - H 0 •• ROOF SHT 8 1/2 �' T- e-- PANEI. AT COLUMNS \ GO , RIB()K J I I INER TRIM frNGI F �� CORNER POST. Pt RUIN II (I,T • . ) Rt)01 StiE.ET TUF-UT NO 14x3/4 TITS )AIL\ IN , ROOF - - - - :..5)::: :: ASTFNER(STIT )AT EACH MAJOR �- I ANAL!. LIGHT I RIB AND NO 12x1 SELF DRILLING PANEL - I I`.I k F'ANI 11 1 j �� LINER PANEL cc v INSIDE RAKE tiEAnt RAKE. I)I ROOF FASTENER(STRUCTURAUAT r' LI vLR /- JAMB TRIM 1" 11 MASTIC R111('t PURL IN KOOI PURLIN * 1 I J PANEL TRIM ( tt \. til l I I c ��. ,t F'Aftit l KIET.� - -� E A\'E PURLIN --' EACH MINOR R19(TYP 90TH ENDLAPS) RIE-) t (Il ) • ' TP IM ANGLE © - SHT NO. 14 x /a" SELF No . 12 x 1 " i I Illi �` BASE 111%, ( TA- . . ) rt Self-Drilling BASE ANGLE 81/2" BASF GIRT u DRILLING FASTENER - + I �.. ` ► •- r`t -� .� �• 'V .. •./ t~ r -.f J r 1 J \'�C L E 1 K I l i (STITCH) AT 20 Roof Fastener (BA t) 1 1 (BG .'' ti BA-) �� 'I It I fi 1 ' PAKIL RIB CAP DETAIL Aa. ' � ; `� I.INER PANEL 0.C. (• Structural ) In �_ - -_�l OPTIONAL tOItIti1N l j� �e er..__ 1... a 1 )' 1STMASTIC _ E a c h M i norR b _ ` .r- - ,c �`�_____ _ •L - ` t Iti I 1 / '4 - NOTE Wherr Intermediate �- L TUF-LITE END LAPS ARE ��--� =r � \�.('ll Y STD 6" LAPS SEE ROOF R0(11 5111 T Pur In Occurs 'ti `PANEL RIN _.DRNEK THI\t ,l _,E' ' LINER PANE I t.f.;_:i SHEET LAP DETAIL PANEL RIBli OUTSIDE_ -) RIDGE ROLL - TUF - LITE TRIM 2 ,\'AEl LAST PEKFOr)r ' (Stitch ) RAKE DE1All EASE DETAIL CLOSURE (RR ) INNL EATIC)N (( FPIIC1NAl •----- 1 1tIti1PE1) BASE DETAIL INSET COLUMN DETAIL W/ 3 E1 INSEE CORNER POST WI LINER I I 'f OUTSET GIRTS L-I1 1-Al TUF -LITE DETAIL 411::: I Ir T �1 ;_AP Al WAll5HCET T D1 `t PTIONAI I SIDELAP DETAIL T ; >f I INER PANEL 1 i 7 4 r ROOF �E E EREC71 QN1�L�E FOR u UE-�111 � .__- 1��1ut CIOtiUFE 1 SHEET ; 4 . . ,iii )cI NIKPA'\El ATI ( lt_ IRAtitt ' ( NOTE 1E4 OUTSET CORNER rt_ t kOOFSHEET K•41tEIK�I r '_� !J.4. T I C RIDGE H 1IEL[)CUTLINERPANEL 4 POSTW/ LINER 7" ROOF SHT RDGEN PANE I R11 ' Al COLUMNS ~ .I )II 7s-7 `„ _ �J "'e' I' 182 Rli(• � .. ~ ,t I'A .I -LINER PANEL PANEL,--) C •,,Ik1 Eli CULUMN FIkIDCUTLItiIKPANII PURL IN RAKE 7_ 1111 �'� r . G)INSIDE II RIB LINER TRIM 9 ft1 ) K ^•`t RIB I I, �- LINER TRIM ELAN( .1 (UNSUPPORTED AT ( ULUtitti l HANhI l l ' NGiE RIDGE ROLL DETAIL �' > . I CO OPTIONAL ) •T " 2 �`'r - -- S ' A O I BASE ANGLE / E 9 LINER BRACE AE I3 :RI 1 I -- . EAVE O I I (LT , ) (OVER 4 12 PITCH) MASTIC - Wt� 'I t+AtiCF `' _ 1` ANC,-) t Q i 1 (BA 1) PANEL 12 RAKE BEAM v� CLO�IUF IAS( U1 -�, Ke �1 - �. till ! / t I� TRIM t► A>eeti )1 I INER PANEL " (EI ) -Lt's--1 1 EAVE PURLIN �, ANGLEti . t I I I (I I IAMN TRI,�I 9 (TA-1A Stitch Roof Fast i �I ? 4/..........-.1_ F( t BASE GIRT r1 i 1 i l ...� �'� (I1, � . ` ^ . . 1 �� _ � " - - I OUTSIDE- 1 RIM ANGLE ) (6 0. c . ) I !NI k �. I INER TRIr,1 AN(;LE .-- O I © I (BC-2tCLOSURE I I ( TA- . . ) -•�- `- \tit l 1 , Z. PANII KIN i_� OPTIONAL t IhF K (LT1 .�,`� )' KIK ►� i1 F PANEL (Attach Flange Brace w/T1.o CORNER 0051 1+---- -� SASE ANGL1. j h 1 PANEL •-�,•e1 I ; - LINER PANEL MASTIC ROOF SHEET - - r - MASTIi' Structural Wall Fasteners R I i( .-.11--.„---D--. f .-.r�•�•..+ ;Q.. 3 1` _.�.i. r" 1. LOWER ROOF (AP-) A e BASE 4 (CT ) t \ Q...4 I. ..] ,....______.....„....... TRIM (BT I PANEL Kilt t"nNEt RIR CORNER TRIM 1 tit LINER PANT I �� OUTSET COLUMN 3-F2 2 WAIL FAST PER FOOL ) Y PURLIN-1.-. I Full H1 LINER. (Attach /3BAPop DETAIL PARTIAL HT LINER AT CIRT UEIAIL W/ LINER 4 (Stitch RAKE DETAIL EAVE FASCIA DETAIL 1-A2 11-B3 S t A INSET CARTS I_ T I3F1 N% ALL SHEETING & TRIM DETAILS _ a ROOF SHEET LAP ROOF CHANGE DETAIL _ + LINER AT ENDWALL BASE DETAILS a""' 4 NOTI • 0 • 4 INSIDE CLOSURE 0 II 2 1 7T CUTTER (5)N10. 14113✓4 STITCH ROOF OPANEL k1 " - RAKE FASCIA REFER 10 RAKE DEI All S FOR LINER 3 NOTE Kh1 ! PANEL RIB ) 1,.•ANCI•f n .t,• SCRAP ROOF SHT FASTENER IITYP, AT RRC-I) - • RAKE FAS( IA • (STK 1, KE I ER TO GENERAL NOTES AND _ , -)NIR PANIC IRKP tO AND END FRAME LO( .\TION I nSTE NER PLANS FOR LOCATION OF ,11) POP RIVETS loP FILTER PANE l RIIT T� -� 3-0 C>,'C .• (PRI-1) PANEL LINER TRIM KOO1 AND WALE FASTENERS, MASTIC AND w •�•i �- 1r --� - _ - / (REF ATTACH WITH ( RIB I 1 �� _ -� E, MASTI( / 111KE 0 • q I I AN(;I E © AND DESCRIPTIONS RIBCAP (AT PPC-) .41,1:41,4.11044..'...,,s.\ (41 Pt7P RIVETS ._�-�-:1 -�r I - 4.�Nc��J�' /• IA,tit•c _, R \�E - ROOF SHEET FA\c l ' 0 (LT. . . Y (RRC-1) �+ �� PLASTIC �\ � �\ �) I ( NAfVNEI No 14 x 3/4"SELL DRILLING PEAK �, I _ _ _ co EAVE PURLIN F ASTI NEER (STITCH) USED RAKE t' , �� -inside Corner t -- ��" '•`J I AVE r I I CAP , C'c�IRT �- I RAKE (j, GUTTER I ® SIDEIAPS ONLY MASTIC • FASCIA N Flashing(Attach `�i� TRIM ANG L. No 12 x 1"SELF 1( 3) w 2 Stitch Wall C '•' H I'2` �1LINFR Ada for TrimRIB PIIKIIN -- (ST. . . . ) SoffitTrim ( HANtiFI KAKI (EG ) I i ( TA- . . ) ROOF SH1 DKIILINGFASTFNFR Patrician« / Fasteners Per Foor) I I P CLOSl'RE �-- ( 1 Pop Rivet and 1 PANEL I <� (STRUCTURAL) RIB I , IAP $ronze '� ( ICF ) I PANEL ( Use 2 Stitch Sidewall LINT-K PANEL /,' (6) POP Stitch Wall r ''"" Fasteners Per Foot j Structural Wall Fastener (K( L ) 45° PANEL RIB I �, (At ) Per Foot ) --Z-Pn�,t I II .•1 RIVETS Fasteners ti 1, 1 I MASTI(. ,_ _. _.._ If _ I �-._ (AT Imo-1 i tin+F I T ML TAL (TvP ' ) RAKE FASCIA EAVE --•��. END FRAME 2 ♦♦♦"'111 gSSEMBLY II A ) '� SIDELAP RAKE "•- • I t t F.t RAKE DFTAll "�- AITACH WITH Thi POP RIVETS 3-D3 1-84 DETAIL . FASCIA (RKF PF AK , M'(SPC- ) LINER DETAIL ABOVE GIRT ROOF EXT. WITHOUT SOFFIT 4 4• O\EK 2 1 t PI T(FI 4 • RAKE FASCIA EAVE ---~ INSIDE CORNER �--' a -� ADAPTOR TRIM DETAIL 9 GABLE SHEETING & TRIM DETAILS 3 F EAVE GUTTER DETAIL 1-B 3 8 I 10 ROOF SHEET LAP DETAILS 4 PEAK CAP DETAILS 4 ASSEMBLY 4 FLASHING 4-'- WALL SHEET LAPS4 ��J 1-A4r - OUT SIDI I IOSURE S11 NOTE b I OR �- P 'h I F AS( IA (RINI • 4 ROOF SHT • EAVE GETTER FASTEN R ktQ PANE t RIE-) 7.- SHEETING AND TRIM DETAILS • cv ROOT SHT (EC ) ,.- . �.- PEAK GUTTER 1 II If K MASTER REF DETAIL KEY SF�ECIAL DETAIL KEY P• Art �� IN`•:PI I'' WWWWIASCIA O •,,._..DOWNSPOUT NIPPLE CLOSURE-) ,N11 (PRF-1) E110. OAS EK CLUSI,R• .e. IPKF ) (DN - I ) (GCC 1 .� DETAIL NQ, �� 1• --LINER'TRIM LINERi1 QE TAIL. R_. SHEET Na DEET N9 L-AST 1 1 - 13- 82 GD �, �� SOU EaI1J�Elli JOS EFtx�, OUTSIDE I! 1 I ANC,LE T KIM I I NUMBER 't CLOSURE~` --(I LT . - ) (l T )" I I _ OUTSIDE frli, , ~ DOWNSPOUT STRAP ./ •�` . RAwING N0. VIMERE CUT WHERE SIOWNI S\'E TRI`. I I \EAVE PURLIN II J (DSI 1) (1 PER WIT 4Ct.OSURF . `� -"'-' '. • 1u IT1 _ 1I - -- ..._ SECTION Of DOWNSPOUI ) i - I�I�,H J I D E 2 • Th.. Drew,ng !s The 1'rgw,ry Of Verco•Pr,den A Dr,r,s�or Oe -- �(, BY, DATE DRAWING 1 .TRIM ANGLE TRIM Mr). , 1 AVEPURLI� FASTEN TO IGH RIB Arms International Con , And y loaned &tblect To The Con ...-- PANI l ' ' (TA- . . 1 it ANGLE �Y, SEE NOTE`:J FOR PLASTIC inion That It Is Not To Be Reproduced Or Used To Furnish In- - --i LOCATION A ! • 1 I I STA )WITH I FASTENER REQ f CORNER CAP formation For The Mei.ing Of Drawings Or Prints Encept A. • /1 N. �,. RIB I *. LINER I1,12- iIRf) Senct oned In Writing by Verco Pruden +ORLi WAIL ..--___.x....- LINER PANEL 8 •DOWNSPOUT (DS OS b DS 101 STOP(BS 1) (PCC-1) -- ----------- •; LIGHT F. I 1 1 �"'r~'"'�� ' It DOWNSPOUT ELBOW EAVE GUTTER(EG ) Vireo Pruden Accepts No Respanti,Ility fou Wok Done for Thl- Nig?Allill ® EL INE k PA NIC-) Protect Without The Aid Of All Details Celled For tan Thus Drew AR(UE 1) ONk PEKST�) ' Ing h le The Responstbility Of T1,e Contractor Tp Insure Thet He MAMAEAVE TRIM DETAIL HIGH EAVE W/CLOSED SIDEWALL DOWNSPOUT RUN - -._-.. Hae These Details Before Work Is StartedMt1K SUILOIM0 MANUCACTURtI$ EAVE ETAILS ' DOWN SPOUT DETAIL 11 EAVE GUTTER CORNER ASS. s DIVISION OF AliCA INTEIIIATIONALCORP. ASSOC IATIO.1 .. .' ,._q i i-, _. ..__. _�•nt•'" ..,;.. ...,._ „w,..- - ""•� .. • .- .«,. - •-?www. y11ee1.�. ....,a--.,.,w.- •.Am,•_ _. %Atlr\ ,U�e A •- '�l II► FII 11 III I I 1 F i I I 1 I I 1111 Ill I(1 1(1 I>fl Irl Ijl 111 111 11T 1�1 III 111 LII 111 III F)I III FII ill FII EII 111 FII III Ili Il ,,_ .... . 4 , 1 II ( I� I I I I I I I I I .I I ( l I .. l I t I I I t I I I ( I ` I i I I ( I I I I IIIIIIIlII�111111I111I1E1I1111111I1111111 r NOTE: IF THIS MICROFILMED I 1 I -I -I - - ---^_-'_ .I 2 3 �� 4 5 6 7 8 9 IO I I 12 ' ' DRAWING IS LESS CLEAR THAN I THIS NOTICE. IT IS DUE TO • ' THE QUALITY OF THE ORIGINAL , 240 DRAWING. OE 62 92 L2 9Z S2 bZ C2 22 IE 02 61 91 LI 91 SI bI El 21 II 01 6 9 L 9 5 b E 2 1"•u'" ,IIIIIUIIn11iulllunluulnuln11lu1lJIIuI11l1IIIIlI1111I1111I1iiih U11111I1111 pilidIIFI 111111IIiiiiiiJIII1111111IIIIIImiliiiilintillidim►ItIIFIttIIIIIIIIIIl1I111illiiiiiI11IIIIlIUI kuitifilin11E11 thal11lIIG1W linilli11)ll)IL1WUlllfthkUIMIIIIIIIIWIIIII 4 , I MAS' 25 1994 ,...... • • • I• I it•IIA .. r. ._. _ _- . . 1 G ----1.... I-- .----rn J . .1- ...._. _._...........______. • , . _____ ._�.... .. Ea: 1 C1 t l 5 �� GIRT 2 B T 2•F ENU FAM[ roof.1.IMS(MED=lf 3A.r uTtfT C' 0 GIRT _R-9--] S "C' CAR--/------- ► � �'-�' i N JT071 W D1WI -7174:0F-6 I __ -----� uk St1f1�14N _., 1 I 5 , : II HEADER HEADtRC e ' I I WDF 'HTS s TRIM MAFKNIMBFW,4NDQUA•.liry MUM OR 1 -• I I 2 �_ A� orwq srM a Mlor ,I •— J-G , :_K 1 i- ' I I` r - DGOgSILE TgIMPA(KA�E IT }0 IT OS DF ,0 D 05 HTS 10 MTS GS + ' DF I w W 5 1 �wDF _...}.� I e .e DIP , : 7 I r; -'77-- -- Wail ()Tin a �. GIRT ..� W / �/� l `�� i I I 3 �2 I ,o .,o ury t ; m GIRT ' I ,0 .,2 `�. i Z J o. � L C'RT i,ry 2 2 2 • a- C,!kT J '� a, W ( hT I I CIELDCUTSHEETIN;� I a-- . ,2 .w rvT 2 I , O 2 7 C - O t o I AS RE U I)cED I - C ,2 .,. u r v s 2 2 { ' 1 < { 2D .F.i, I Q ,2 . ,. 2 8 S 5 OR I 5 5 0 O I 6'IS I I u . ,t DrP1 2 u - �— F I Q I, �— I 1/ a u 1111,4 2 FE 5 gh 4 . , 416 �--• I ► _ __ tea- .� �' I ...L.. _-_ L- --� �! _.--- Ib a ,b I I,TP, 4 I • - Pt '. OPEN A OP; N b OPEN I Liii '.'..J-- '. r I _ - -�4 I PJ,F�T5n20 LENGTH r..� SERVICE DOOR FR. SERVICE DOOR FR. OVERHEAD DOOR FR . OVERHEAD DOOR FR. OVERHEAD DOOR FR. SERVICE DOOR SERVICE DOOR FRAMED OPENINGS JT07_ 7L4 '/4" ' g1 VP) f;AMB TO CART] [JAMB TO "C"GIRT] [JAMB TO FR.OR RIM.] 2 (NOT BY VP) (BY VP) NOTE DOOR ML'S I BE SHE F TING & TRIM Dt r JT10._ 10 3 5 5 LC); ATED PER VP ERECTION GUIDE HTS 05_ 5 6 _ LAP INSULATION �� HTS I O_ 10-6" 8 1 2" DF05_ 5'- 1 1/2" ,,.-- --��-- _-� NOTEOVER EAVE DF10_ 10,-3" h I I'I:RLI 1 4 FIELD LOCATE & DRILL (219 1f) - - DIAM HOLES IN RAKE BEAM T� PANEL. RIB ) , MEMBER & ATTACH FA\. E WDF04 3 - II' (... - - - - - - e MEMBER WUF,)6 6 5' 6 , �[ (! �� LINER - - - - - -- r DOUR ( RAKE DI?It t I ATTACH 7,TC-1 PANEL I I I JAMB RETAINER •�� / lam- RIB ? I I I PANEL SEE ERECTION GUIDE NOTE: CHANNEL. SIR( (-_ WALL GIRT I I FOR ADDITIONAL (FOR DOOR SIZCS 4O1 SHOWN ABOkE) FRAME I -) V' S - - - - „ ► ASrt rFRS L 1 I I DETAILS FOR EACH JAMB OR HEADER ERIC1 • I ; x,11 1» 15" 0 x 1'~, A-307 1 A t HEAD CLIP ■ _ i (l HSO ) , I I HE MAXIMUM NUMBER OI 10 �'" i 1, \ ., IN , I HEADER -•a I PIECES AND A MAXIMUM OF ONE D001( HEADER stE m 1t( R ,e 1/4"RAMSETS II I t ? I N 5' 1;2'" PIECE' TO DETERFv11NF. O RAKE F, G IT ( DE!- ) II t ATTACH INSULATION , I WALK uOOR �., BEAM I gi . i1 a '"� • 1 Ilk__ _-��J THE MAX,tilU�1 Nl Ml3ER OF 10' j" F RAMF 1_ riAx I 1 ......-+•••••••.I TO BASE MEMBER !1A�1 PIECES DIVIDE THE OPENING - 1' 01 x 1 A-307 I , WINf)OW WINDOW ; RIM MEMBEP WIDTH i 4LENGTH BY 10 AND JAMB �l� --� FRAME . /�- DIC 1 I LAI kAKF le I (LSF I J.. IF THE REMAINDER IS LESS THAN t I I DI )OR ( ( DF. . . . ) ORE UAL TO 5 -0" USE A 5 -1 1, 2" 1!4" R.A\itil ! SILL PLATS BF Ani '--1"') HTS. . . ) 1 F L0( /R Q _�- ' IAMB �L� DOOR ,� cl Fx PIECE IF IT IS GREATER THAN L � A A S F �� 141 o r 11! ---r►— FLASHING 5 -0" U S E A 10'-0' PIECE ,S� 1N L R J J AMB TO GIRT CONNECTION SECTION "1•A" F ALT. IAMB TRIM DETAIL AT O.H.D. i.A1 WINDOW HEAD DETAIL A INSULATION DETAIL �.A AND b ISE CONNECTION EN )AMB CONN.TO RAKE BEAM �� TEASE 8. EAVE) 5 DOOR TRIM DETAILS INNIIIIIIMMENSI (OUTSET GIRTI S HEADER W/ Q LINER NO\IINAL I''' 8 1/2rd.-1 rT CHANNEL NOTE DO NOT !N�l . ATE FIRST Will VENT DETAILS PLRIIN RL'�OP PANE t RIB �T �R' _ WINDOW SUPPORT DOOR 1 1 F l D OCATE &"DRILL (z) ( ()L UMti (WSC - INSULATION nS SHOW , ,( • 1 (+ lb- WIDTH 2 3 4 i 2 i 4 '- 9 16' DIA HOt_ES IN RAK'. _ — CHANNEL REQ'D W/ WINDB•,ND 'tial l4 i lO\ AF k--_:_- GIRT- --+1 .• " til I I BE AM TO ATTACH DIC-2 I MULTIPLE CONDITIONS 1; ) •-.1 •______,..1 -- I rel "�E x 1" A-307 BOLTS RAr.t l!RII I I CLIPS MAY BE II - L�(IOI� HEAl7Ek LINER FIRST RUN _ CHANNEL Structural SHOP WELDED ! I `RIB ra�.m. 0414 VENT RIVET •' --- .. B I i 1� PANEL PANEL RIB A_, „%�1: ,. AIR SHAFT•NS( REi'�N Wii• gaMIHMDf . MULTIPLE WINDOWS LINER 4"-0 TO I{ERVIfrf CE 3 •1 .. rVal l Fatit`:. ,r OX 1 " �. �_ !`� -T- PANEL •----- +N ,I \t E ,T)Oti RIB L SLrE�E •• w IAMB TRIM � -”` •'� ' - ' : !)1RECTI( / " A-307 ' -��- tr-•,.-- sT ARTING RI )O1 INSL CATION RAKE. BEAM x 1'� C�1'[} --- • I � II '----� I F IE LD DRILL 12) �' � � DOOR IIT � ) . =- I DuO�• I I r+ 1f,' DIA HOLES A- 307 BOLT _ _ �," x 1 HEADER LINER re--":- - - - - _ A,ViF' i---.- �� -""tjj[�] `' \- 11 I NSr All J FOl1, r AM d = DAMPER PURI_IN ] r 1 _ r,IRI �~ A-307 (LDH- 1 TRIM WINDOW (1 l Mar_,t is 1 I ;I r) 11i0 41)I f� x 1" A- 307801.T5 N ��•' It�-� IAMB I ILL x011 CIR CT C)N STAPLE 18 ti - -- - - ter• .. (BTL ) TRIM �-�-1 ts_ --- �— -(3-0 DI( 1- ii �, . .� (L)F I ti.�!� (l)•lfi z I 1I it 0, PARTIAL RL ti ' !.MAX ' l 11 j ,14 AMEL it OR LI•lt �.Yr.•i. �Ii•I•1"eeei 1 DIA PULLEY ' DAMPER NOMINAL `r DOOR e . ,. I HI ^.DI k DOUR 1 !...... ! ! AILIIMINIIIIMU • . • . '' ' i . • .• . . . .. . ,"• ..:.. ' .1' .., , F ____ _ A 1 . ..... B C 1 D E _ ---- _I G --_ F _ — H — - J — ... _ K ---- ..W VIM•Mull..•1=1....3 r•••••••••••••1 rd *1------ KEY TO MARK NUMBERS 0 LATEST REVISION 1 0 43,-- . .10./. • •/...,0rn MEMBER 0 n U "OMEMBER _ • 2 ,4 [ 1 PURL IN AND GIRT -CNJ I • hi( H c():E 0, PITCH CODE c\l,.<'-' 0 0 'H '' z‘t 1 tli I ! IC ) •••,1 , r--- ...,., ,, 0 , -1'‘ - ' -f es, - 111 /2'. -Z. MEM1.3E.H c\lic3„----<,,, LLL GAGE --1 ti--'' 6J,V ENDPOST ENDPOST Lni O'ALL. ,... t. ' . . - INCHES ------ ' -0) CLiP LENGTH 3,;'-• _--- -- --- '... ,,,,,,, ---....„„e„../ - FEET • --”" .ININNIMMIMININOM 1 N FRAME) ‘'s-'-- FRAME) -e- R 11 1 /2 PURLIN FFC 3 it j 1 -,,- CATEGORYp: 8 PURLIN G=7-GIRT DOOR JAMB CLIP DOOR JAMB CLIP •••• ••••••••••••1 ,,, - --r- i ,--- '-,, •- — pn..._._..._._._._I_._.__._OUTVp GIRT ' INSET GIRT ••••Iliffill INSET GIRT ..... 0C"GIRT (OUTSET) DJC I (INSET) [MC 2 FFC at. ' ,,, GC 4 INSET T 1 GC 5 CLIP GC 6 CLIP 1 GC 8 11 1 , 2 . PuNCH PATTERN .. • GENERATED MARK NUMBERED PART • ci) OUTSET /'- 00 GIRT CLIP . --1 O 0 < : 0 (0 4;i( - -CV , ...>-• I, ' , ,.i 0 C\1 ,- k0 4 4" Co ,.. _s. \,'" a -- • />s 0 (.7 6 b.• - .--..., / .- , 41s , --,.., Q ta Ail( s-g :a• CI:' ., O . . , --1,..---- '-„,(•!!! .11..' *PiTC• C,NF. ,iPITCli GOCE "' <--) >44" IIRT _TO CORNER CLIP (GEN.) TU IV 12 _10 12 01 PI I t:11 ceDE GCC072__ GCD05---7 --- • T LEZ1Hina-LENGTH t'-•EI NI GcHHT EH .j-. LENGTH CORNER COL. CONN. OUTSET GIRT CLIP GIRT CONN. CLIP GIRT CONN. CLIP PURLIN CONN. ,CLIP 1 ' OUTSET GIRT il • TO RAKE CHANNEL GC 9 • (FULL FRAME) GC ICA (OUTSET) GC 1 It (INSET) GC 12t I GC 16 CORNER CLIPF68C072084 TwH1 D!Kr H((EIGHTHS) TwHi'DK+(HEI(GINhicTI.HILS)) • s GCD 21/2"E c • GIRT FILLER S GCC _ , DOOR HEADER 1 _121/e INSET ANGLE • 0 ' - . 1 L--GAGE •EIGHTHS-1 a'ALL ,*, 'Zli e . • -< ‘; ,-' '.. . ,,,--". 0 ,„/-- , - --*----> 1 , )5" -1k . i. -c•J 1 , '. C.- e/ .e• 4Z ) 31 [\ CD .0.k • .,..-A------- ... ---.1 -f-- ' .(1 ''''s i.• CV . ' ' , 't , (),•-•.-' —V 04 :01 CZ) 0/ ris. OFA- CONN. PLATE GENERATED MARK NUMBERED PART • . <4=4, , /7,,, /(2 I '''' V BRACE PURLIN STABILITY • LENGTH:l'-6" JCP f'.3Ei r • GCEC5_ _ _ i Lt LE,INGcHHTEls-iLENGTH 1 T.I—El G HT HS - JAMB .,,. IT 1 Lt_L EZ,HTPEIV-LENGTH GFA _T. ..r. 1;,TEHTE ___} L E N G T H 21/2"E r 1j 2 I/2" I -TH'K (EIG.HTHS) WIDTH(INCHES) 1.GCE r- -INCHESISLALL_ —FEET --J LENGTH GFA GIRT CONN. CLIP TO EAVE PURLIN GPC I JAMB BASE CLIP JBC I ,- • T WK.(EIGHTHS) __ . wmTH(INCHES) jcp r- Ps? 4 ,,....__ '. - I LL--•GAGE L 81/2' --1 EIGHTHS -1___ O'ALL ,.... 6.. INCHES • . PARTS TO BE .._2 9/1 H..11 1/8" ..,3/4" GTH SAHS°SPEMBLED 1 1 -1--- ... :(Sj:,....li 1 i 12 -Ni_gt-jr----1°P1 N ""Cl.* HEADER LAOELCNL. 1 7/8 i N (LEFT HAND (/2•Li ----1\z 02‘ PART • --\- ... ./ \Z....,. in i •, \\ 4114400. : , SHOWN) 1 , 1 \ e'/ 0 GENERATED MARK \,----. - ' I I ii* 12 3/4„ / _ LI 3/kr. ......), CANTuEmG0BREyRED -----)__.77:1 -‘3•1 10. ,S11\ 11 • SAG ANGLES ,a3/4" / WI b. Llyi. 41/2,, 4 • CET_ ±.__ FINISH , ti, r 7--rL FIGHTHS_FOL. FLANGE BRACE . . ---7 %. 31...4 0 ALL • • I 1 '''-COLOR CODE. L..._ - .- CFAETEE% _. - ,T, AT_ _ _ . HT ' `.--- PITCH CODE LET _4:S. OF - Le EA-t-7. 7 _VARIES _____. . LI EIGHTHS I 7/.4:if_41 INCHES - ---- , --r r- FINISH COLOR CODE ; 'c'FINISH COLOR CODE I -NOM. LENGTH FINISH COLOR CODE -c FINISH COLOR CODE , EF * EG * --- INCHES LENGTH L-- NOM LENGTH I-- NOM LENGTH -- NOM. LENGTH FEET - CT__ _ 1_/ R HAND `T.' 1 L- FINISH COLOR CODE ........., T - L1:-'-FINISH COLOR CODE PITCH CODE TO 12 if [ FINISH acncsi)8E12 1 L-- -PITCH CODE A_TO 12 ----NOM. LENGTH r•- -- NOM. LENGTH I ------- NOM. LENGTH .0IRLYENGTH GENERATED MARK NUMBERED PART .,, ADAPTOR TRIM AT BASE TRIM BT CANOPY EAVE TRIM E7•ET CORNER TRIM I CT DOOR FLASHING DF 1 EAVE ASSEMBLY I EA EAVE FASCIA I EF EAVE GUTTER EG -FLANGE BRACE CATEGORY ., ,,,,... ......_,--,* -I— _T 1" RODS .. 6 3/4 ._--- 4 1 I/4" 3" SFB = _1 3')( 3/16" - - 1 3.1 Icir---- A. ,\\‘ 1 _ . / 2, •--c\ .bris _ FB . ___I 2' x 1/8" i7°. Lr--- INCHES-1 O'ALL 26, 1 2 1 / tio 0 _ -1---- CV 1-' FEET --J LENGTH GF13 ---= ___J 21 .`c 14 GA \I 1... ' .:cji [-------------------- cl I I :._-_1_ --:\ ‘ cv 4 ,,< \‘'11 4 ROD PREPARATION 2" - - > I Ni //2" • , 11/21 ri) ROD DIA (EIGHTHS) .44 , 1/4 I I/4" "IQ' . 3 • fl•---:' -.....4t..-- . 2" 703" 3/4"L SHEETING INSULATION ET__t_ _ JT____ MS_ _c__T MT„ 7 r HTS___ _ ICF___ T 11-71-FINISH COLOR CODE 'T' "dFINISH COLOR CODE Li I---FINISH COLOR CODE I- -"c:FINISH COLOR CODE GGC112._ L. --FINISH COLOR CODE 'I' LE:1-FINISH COLOR CODE 1 -z FINISH COLOR CODE PITC:H CODE _TO 12 [ L------ NOM LE NGTH NOM. LENGTH L-----NOM. LENGTH I N 1- FINISH COLOR CODE T - NOM. LENGTH NOM. LENGTH NOM. LENGTH NOM. LENGTH ' TT -LT- - - TT — T__T_T - I TTT PITCH CODE TO 12 , • INSIDE CORNER '--FINISH COLOR CODE 1--- FACING COM' EAV -I TRIM I ET GUTTER CLOSURE GGC HEADER TRIM HT HEADER TRIM 17:11.i TRIM ICF —I JAMB TRIM _.1 JT MASONRY TRIM MS MASONRY EAVE TRIM LL011-____ --OPERATION CODE --THICKNESS CODE I 1/4 ,. GAGE CODE -WIDTH CODE ( FEET ) • 2 5/8" I I/2" (.417'' I a 1-----LENGTH ( FEET ) -- EIGHTHS iii r------.1 11/ " - - 0' ALL ---LOCATION CODE a- .. INCHES • 12 ''C,\?, \li '<r?" L SHOP T ---- ROOF rn .. . • FEET - LENGTH 41:-==" , lei- - 11/4 rn PANEL TYPE CODE \ ' ,N-• re) k•I 1\11-\ L = LE.FT ENDWALL ... 12 R= RIGHT ENDWALL A ,\\ *1------ , D= SPAN LOC WALL B = BACK SIDEWALL • R= PANEL RIB ROOF ,, , ,z... .v., F= FRONT SIDEWALL T-SSR ROOF I I r)• Fl ; -44- DIX 1-1 tt. 12 W,--PANEL RIB WALL TF•IICKNES3SODE 2 .._____11_/_?_:- P-PR* ROOF 1 =-- 1 1 /2' TF-IICK SET11._ : I 1/2 114 1 e‘d 1 FINISH COLOR CODE T m FINISH COLOR CODE ' ' 'P.-FINISH COLOR CODE `7" '17 FINISH COLOR CODE 3 = 3" THICK PKF__t_, PRFI_ DIMENSION CODE -- NOM. LENGTH RKF_ .r.,. SEF_ _ti_ • c.I' __ ' F;TCH CODEIOLTO 12 I- -NOM. LENGTH ' T IL `-dpFlITNcISHH gt.pZ.21)1E2 Lr-FINISH COLOR CODE NOMINAL LENGTH LIT -r FINISH COLOR CODE I [ ' pFfirAsHH go1)11(..cooDE12 ---- NOM LENGTH TRIM COLOR NOTE 4 = 4' THICK - NOM. LENGTH 5' THICK L---NOM. LENGTH ROOF HEIGHT ----- NOM. LENGTH - 0, : DESIGNATES COLOR SIDE 6 = 6" THICK • PEAK FASCIA PKF PANEL RIB FILLER PRF CHANGE FLASHING 1.----1RCF RAKE CLOSURE LF!...CL RAKEilFASCIA RKF SOFFIT EAVE FLASH. SEF SOFFIT EAVE TRIM I SET SOFFIT TRIM ST • I ‘§_i_ FINISH COLOR CODE MASTER REF DETAIL KEY SPECIAL DETAIL KEY REV. REV. am NO. BY COMMONLY USED PARTS LAYOUT 3F' 20 KXL DETAIL_N.Q. . , — -CN1 _N1 oC BY , 114 -17]. DETAIL _._ LAST 0 2 r 28 / 86 9.‘ c) — EGYPTION WHITE SA KA ..L._____, BUILDER JOSNO: NUMBER "'"•-•-... .,.fRAAS_WT R. NROE F. a 3/16" ING DESERT TAN SB WHERE- CUT WHERE NQ LAT - .„ 3". . .-J in VENETION YELLOW Sc KB fl....,, .., NTS 0 v 0 IPP. ___g_____T4 CYPRUS OLIVE SD tdAT0I:mt This,smoc naati International DrawingnaFotr 1 Is hNTech et PropertyNACTo:rkpiBn.gAndof:rI Dsof dr Loaned auVwcael rc gosrsor uuud,ipeend:nt A oDF: ci Isne:ps 04(Of fs, CUST.3 , II rATRICIAN BRONZE UE KE a 4 CD 1*.-- ~I STORMY BLUE CLAY RED 3F SG KC KD Sanctioned In Writing By Varco-Pruden CK. BY: DATE —.--- DRAWING —, R VARIES' ASH GRAY IH KF LOCATION goo. 2 I/2 I HARBOR BLUE ;i.1 I , ' p• • -.- -- - - .-1 • 11--....._ TAHITIAN BRONZE f.K ' ---- — ---------- --- WRF__it, i STC 7,7., Ti T SPANISH GOLD SL t.r FINISH COLOR coDE L"'' 1 -I-FINISH COLOR CODE ................„..........„..,......... 1 1 ' T '-'j FINISH COLOR CODE SURF GREEN SM Varco-Pruden Accepts No Responsibility for Work Done On lhis „ L DIMENSION CODE I I NOM I.ENGTH I-. ..- PITCH CODE /JO 1.2 CLASSIC BEIGE KG Project Without The Aid Of All Details Called For On This Dtaw• • VARco . pRuDEN 1111BRIR . • , NOMINAL LENGTH - NOM. LENGTH ADOBE BROWN KH ing It Is The Responsibility Of The Contractor To Insure That He i Has These Details Before Work Is Started SOFFIT TRIM WALL TO ROOF GALVALUME UE3 A UNIT OF AMCA INTERNATIONAL CORP. METAL Mt/K.01NC MANUFACTURERS ASSOCIATION ( ROOF EXT. ) STC TUF- LITE TRIM TLT FLASHING WRF GALVANIZED UA , Ltifi SLAI. ••••••••11• 1.. MRD N . 19 , - - .,,,s1:- ..- '-' ---- • iir .r 0 I • 1 ,- •\ . . iiiiillititifim lilliwill'Ill'IIIT"PIIIIIIPITIIIIIIIIII1'11111111111HIPITI'l'ill'olwrill'ilw1w)111111111111111 I 2 3 4 5 6 7 8 9 10 11 12 NOTE: IF THIS MICROFILMED h.............. DRAWING IS LESS CLEAR THAN It" X • THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -CIC 6Z 9Z L2 92 92 b?. CZ 2? I? OZ 61 91 LI 91 SI bl CI 21 11 01 6 9 t 9 S b E 2 13,11/0N itiiiiiiiiiiiillifiliiiiiiiiihmliiiiiiiiiiiIN11111111111111111011M411,4414111111111414M1111111411111111111111111110111001O114111111111101111111111u1111111141111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ''' 14 ' MAY ‘..0 25 , 1990 _• •• • •......• ---mItersmr-Faimporp-- _. . ___ . .,- . ..... .____ • -. ,.... _--- -. rillillMiliMMMMIMMIIMMIIIMIIIIIIIMIIIIIMII.111.111111.1111Millill.11111.1111.1111111111111111.11.1.111111111.111111111.111111.1.1111.111111.11111111111.111111111.1111.1111.111111111111111.11111111.111111.11.111111111.111.111.1111111.1111111.11111111.111111.1.1111.1111111111.11.1.1.11.1.1111.1.1111.11.1111111.1111.111111.11.111.111.1111.11111.1111111.111111.111 '. REVISIONS BY --1 _. 4I,OII 0 0l, f 420'-c7' 17/4' ,:l.,Cx g.,L..f,,,,iar.)7 T I 2-0,-) !iv " c, '1 -- 2 - 2x4 1'Dr , ��1r�_ 4f I -4 Pik. I.-10 1C7 .r. ,/,' '..4-3 _ L , , lam'" / "� ' ll 241'A'' If �% is d t'��`" Ss 4 1-1:' 14011 V'.r.-0 --------- t R --- ,� I • fir 4°1- • [li . I I l +� il*ll ii ti, r ittN' I I • I .4 ,+ ris7:7_,411 ii r, -. lii L_. .l I ce; ' . + , 1. 01e) . oma 4. I ti `-i. . E /o-"''_ I I--r" " I Date 7` Scale k...) / . C.% Drawn . E., ..... i1 c.._.-- 1 / -7\1 Joh 1 Sheet ( / t ; ll / giP...6.1: 4:mmi "):4 ) f/t1`!...a..„„tA/ / i' Or SThcete j 4t. L . ................ ..... !• I!! ►111147110 ON NO 1000'4 L ,NT ernimaramaimmi��py�y :e Iflpylryt.`.Tt•:. ,.w ........ a.w+w«..«•w..w+..«...o+««re•wweewu�•..++n•«.,...•—......_,..... ., ....r ,. .. •..�.��.__,.�n/Ir. ♦.�,. ..•••�.e:•.,r........- - _.F.- .. • • ) i I ►I1 1 111 1 III T1 111 111 IIIIIIIIIII III 1II 111 IIIIII11,111111111'11111111111,1111 1IIIIII1011.1I1111I111I►111111)1IIIIIIIIIIIIIIIIIIIIIIIII111I10 1111I1I►1111111111I111I1I1I111 `- 1ii ! 1 12 ,, 2413( • '� NOTE: IF THIS MICROFILMED ► I 2 3 4 5 6 7 8 9 101 — • DRAWING IS LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO THE QUALITY OF THE ORIGINAL DRAWING. OE 62 9Z LZ 97.' SZ oz EZ ZZ 1? OZ 61 01 LI 91 SI b EI ?I II 01 6 9 L 9 S b E Z 1 311111110 ln1InulllulunluNlnnlnnlunlln11nu11111I111111101111111I11I1u11101111 1.111111111111 6111111119101II1111IIIIIIIIIIIIIIIII►tNi116HI1111IMII1IIlIII011111111111IINI1111IU1161111 WlUluI111161111lli11111111Lilll1lll111101111I1111IIllIIIlAill i MAY 9. .�25 .1990 --_ ,-,- ..___ _. ...._-__ + .._....,.,_.,,r. - -- - am . .. _- -