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Product Approval; Roll-Up Shutters
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ALTEEt(dATlUESEGT�ON.X2i�aV111'(G�.OR G._,* o S ctRSS "n ALSO _INSTALLED. TRAPPED. AfClUZdT�p , x u 1 ! I PER SEC—R' ON S 6R,14V ION n ( I f{ET 8};: ,!D (NiEPIt3R 1v1iJ110 �, priTt don. to _ s' _1 1/2•"x 4 1/2 it0 062%v dNT A(t3A# .A<&E Wj 1/4 Px3/k" itV" 8U1E Ek,,: !EK SCREWS' 0 24 4 c TO TW .:,C i; •'SiiTt RAii NOT, SHOWN FOR CLARITY!, CCM�kiOUS POURED— . C (Pc 3 i� teEii.)4. K REO`D., J , to, tm. TOP/�mul - i tj2" --• t i/2-; 3C2 m9 t 3f< < iti,..4 x4 z3j9'k0' tQ°(806 Y-T6 ALLRY}_A1vm A�i% M3N E.Q ,EQ, -��� . � ,,, _ . r � & {2} 3/4'6- KWtK BRI;S TZ EJCL?PNSi0t1 ANCksS(',, � T�.'�- _ _.. FiS'fiir'6R 8J3Lti$iG tX}DE�.(Kaes'�-�bZ'PebG€y^Hvrt4canc Zornef ti fir e`=A,'''�. "'.� wj 5 M:n. 'EMBEDMET;tf TD F'dUR.DC f m .. .._ . .. _ . o rt+c onti� et, WALLPAOUN'TING MULLIONS �ORC�° POURED CONCREfEWALL. NIT1.' r - ndur.tcstiHa enoa+ceranc coANr EXPEi�F 5HUTF2SERVIINC k SEC HoN W 2 20 064 , .- ays xw w1ur++za -, w ame; aeaean f:3t .. vxtmaca:; a.END & Ill'ER[OkWALL�MOUNTED-MULLION'INSTALIAt6N rt "ta Yio'B Bier seat „ a xc= ttG� .ro to -E' EDGE fF ,APPt7C- ,.�1 ' s3iT3/6 IfYJ.BUILDER TE€( SCftEY15.. .. .... :EDGE' (F %+PPEICABI��. !IDLEµ_ ?JXULt,€pI•� IJ�iTF{g�'....vt%� i o.D xO.os6 GaLYIJ?7xED S'FEE6. # •� 51 y?EL•i(M TU$E, €ibT�kfd € W/ NfASFLEfi ®.24.'o.e _ - r -- EDf�£ iF APPU '� 7 ,t/Z' Mtn. ED t -Mill SFBEOME1t Q yKg tkyy % Min ED<, r 7 7 2 7 IA Ain, E R Q. ! '-.• .W: _ mow.. F POURED CONCRETE p f a 3 k: Min / [ POURED CONCRETE— ( } .. 6' fdin .THICKNESS B Pif'c m 3 ks� 'Min 4 0,'`. imil" -TRICK _ RE D._ , R€O'D_ EXtERfOR y .. } 4 t I CONFWI �JS PDURE6 - ER I F €Fll`__`l Mnt EA;.CONCRETE(fe I ..a CAP 7 t/2 Min, E,6 Min. THICKNPS " 6061-T6 ALL6`[ a(646} T6' A�,CbY} �.. '"XFuTri, AwGLE(.ER;. SIDE.. } EDGE 1F kPPLICABf Aioxrh p'5€, M SIDE. — — ....' 'EDGE IF APPLICABLE , ' n ALTERNATIVE SECTION' Vtl! i,1,C1R *' I LTERN%iTIVE SE'GTION X2 6.�IW :. oz(IiVTERlf3€�' L �. (W OR[LNP W INTER0 IENrRp73ty i stflNS ` or R8.'r' ay [a! $ tSdr fUMO0NTERIQI4 . Gt '(END .& INTER(0RJ"'WA4 UQU€VTED ULUON^a Spy Ct}VER£D BY'SCHEDULE tif3` FQcF J T t' M �4 f WALL idOU� SEtOt^IN Flh1 E �'ST q" I Ir':Df BE -ALSO iWSTA£_EG TRtiPPE (hiSTAI tATl�%N C1{5Se .Ti QN SHEET 25 MOTiNiED PAR S4Tti<':''s ;UMETED LifAj3rEUL?93 $AAiIatG:.:AND'SRAhf ius�T[C13; 'z tjr IftiATinN ,"1 RESIDENT)k AND, _COtaf�F.RC sL, Mtn. ED \ }', t �1 S� xt jf2 xCF $ "AC+4Fd'C t3f„t?k �. r •s, i Le 1TIONS WITH x6U� MIM� aD: INC,IE Vl�,;#/4 k4r s'I �r Tii)IX k(AXI'MU' M A:S D DESIGN RES`sEiRE "T 5CREWS'v a0 ae LO "tl PR NCU UK44 ACIN j 2AAll 0 POR : t EGT 01 T(} W ( .. ......... R I R rAST NE ILT QO l_ E & iVJED ET $t�OR�.. Air X, ..__ a yla 6 rm: Mrts rt aaJ -y ItySiNlAttQN ( It' COth SfE# IAL AFPLICA`T(C} FDR}t3CO3 tp pp s f FildXt4fUN k[ DitGFa PRESSURE RATIRG 6 -Q° MA4€( 4tJM R4�lt 11t5IN SPACING VAUD FOR CONNECMON fif) tea coINua�s PrnaEtr C4�NCRETE ' -4- xs JB SD -s (snst=Ts AL€.Frr ,?U AAG€,_ ;: / iiF�,Tiz I1'tC _ K -60LT TZ ANCHORS' MIN EA: CONCREFE � yGE yp/ {r7 i/2 m TkR4° gf��5 j{t Mttlt}��y ra3 i�YP• !ti' & 96TT0mj BCGE IF APPLICABLE+_ - .. • ♦�`t�fUff�i� - ... VVAE.I..AiIOUldTii*IG'MI.iLL1E}NS tG�Q��`�;: �H{ __ - oR cn PQUREiiCO1ViREiE:WALL yj`y 6 a26 ajEct'..Y fi'Ye }Yirrrlce2 } ' J Nb �r I ,.. _ �.RolTtctg 5iryllea END $ IN , .., ,;; _ Q i�IC)R WALL ff�EJNTEE MULiiON INSTAL LATQN L ° ?' r E n , t1ti:r c EXPERT 'SHi1T[Et� SER�tIS; fNC. . " a,a'»°eG'rn€�a�rn�' ti eus";sec' M > f_ . APPLICABLE TO A LIMtTED:Lfl € �; ,a ' " " "; e # L tsn ; 1054 ' Aii Nlll! L�bN SPAN AND` iU t O SPACI)�(G - a ` .> � " �N S E £1L�SkfAjLtRE/ISA}ErF #F�L;• f•a�tis'.mae�. ...a cam. s0t[r€iAwxa•- _ ?%fiit tflittt }. 'Fok 4YWA OOVWR, POURED CO S. :6. THICK REP'D:., If FI N. SECI it it PA IFF 0 v It X3 Il X,3 Rai WO T-0 t 6Mim THOK REq'bi 'T v ED-- ar SEAS ,.]ALTERNATlVe.tt0 4F gnimu �,R E39 M. FOR (2, 3,lro: KW�X S%T TZE bf F0. 'JERRLLON Min, Ul--=--4-��C;a. (I) 3/4�0 KINK. BOLT MULUON (OVENrATIONS #1 & EH pr FLObFt�'TO-CEILfNO,ITRAPPEO'lAOU"N(,7:�MULLION. ....... . . .......... SECTIONV,3- No 441 STATE io N IATION ENDA O INTERIORTRAPPEDMOUNTEDLUO JNSTAL E 7" tXiER k 0_11121FIVM,mn?m=� tl GLASS.. L - L Ar Q zs z ou ik lqw- (D?• —ALTEMATJVE.�EOf f6NcX3M WY CG --'---(WFORIFNTATION2)` (Z'S 7INTERM MULLION ONLY) BOX NOT SkiwN't EDGE OF SLAG.'[Eum w SLAB ,IF•APPJCAME ILI . . ......... ..... .... .. lFAPPLr-*f,E Min. E.D�� i Min F-O., --(SEE SCHEDuil #jy— LwE SCHEOUL.E. ft 'FLOOR TO. MLING / TRAPPED MOUNTING: MULLIONS (63) tECTION.W4 0, lNTERl09,:MPPE0M0UWW MULLION INST ION ScAti, IN —I, 0,-sgiE, MAXIMUM- (9 (INTERIOR)': TRAPPED M.0 1N-TED- MULLIONS -SPAN POYERED• 8Y,SCHEDULE IV bQRINSY, -W4*tS I,jl;&4 ON SHEET`,' : (pMITED LOA0j, MULLION SPACING ANO SPANINSTALLATION):, Rt$I0E4TL, AND, COMMERCIAL APPLICATIONS, WITH - ifiedDESIGN PRESSURE RATING; le-'O- MAXIMUM. t! MULLION. SPACING: SEE SEE $9kjEDQLE #1 FOR, ADDITIONAL. SPECS, WAIAMN'ME, k RESIDENRAL, AVD COMMERClik APPLICATION( INI, ±60.8 p.s.f' MAXIMUM A-S.D OESIGN: PRESSURE RATING, 8'1-0- MAXIMUM MULLION: SPACING. SEE SCHEDULE #1 FOR ADDITIONAL :SPECS. INSEAaAMON,C4SE It COMMERCIAL APPLICATION FOR 1±1100Z p;s.f MAXIMUM A.S.D. DES . IGN PRESSURE RAUNG, U'. - N. SPAC(NG. SEE' 19R AODMONAl. SPECS. J, SCHEDULE #I WlfALL1i6N MIN. SLAB THICKNESS ANiii,6R'. TYPE &,SIZE - MIN. ANCHO R� MIN -.EDGE' 0431ANCE, FOR. CASES , REO0 '. MpTO SOTt0ho EMBE i ANCHOR ija 6 HILTI INC . - 7: TZ No 4 �TJ64 t J,4T,7E 20 064. —�T—ATE OF EDGE IF APRJCABLE*7,, ' � .. 5%96 �f TAPG4Yl5 ifL'�W/�,„i/4 t140X314 ISSY,smm iweSCRc'WSo 3.a 7 /,4, 'Tdr't D "m ¢ w z Y7ASfiER @ 2e.oA.;•... LAIN EO;.f i s f a"y ,EDGE IF APPLICABLE --------------- .-_"....., I_ G� Z• 4" 7 CONCRETE (tc $:ksuMa) ID B tdr. TyIGIC IZQp: \, POUREO CONCRETE i' a'^eNO CAP B" "Min. TN(CkC,EZEO s 4"• 7 3l4"NOT CH WEB.. Min','£OM . F TOP BOTTO 7 3/4'� Rio, E.o. 4.x4"x3/8 (6061 T6 1U.LAY} nm: ANGCE', SEA SIDE. zy; R a i 6wsnNc a t ACL MouNrEo, SHOWN; hki> .,� _, GlAS9 �,g fe > ALSO INSTALLED TRAPPED. AlOUNT',.t)' '{fkE; Ir APf't(CABLE _ ALB SECTION "O.'-4" ON SFiiCi $ SECTION X4 X4 W/''G{�? °# o"n u td AND & INTERIOR INULLI0�1} z . M N.3/Ea D,.M•`'-"-" ���" . £ so �f Jn 4`7 GCE Wj`/4t,• 5E6�:'?lL DNQHSf�YIN¢R CLAftt`,Rt-Yb TEK scooiry 24 To Ta r I 7- CONitNOOlis pouRED--� CONCRM (ttl'- fQP/wJmu): 1 1/2` a.�,--- "_`" .. {_ .. 17 t/2• .S1YP f�'y13A1i0ae,( MIN-, Emt). 'r4 x3/$'z0 10(606f=T6 AiLOf)' SiUE vt/•<a)?/4v:iNF{v BOLTsTo MUCUQi �Cir-� ;.::;:. 4i (2) 3/4'0"KWRe SO T.72 EXPMM&q AttC _ i,t1ftIDA Bt%iFiGtXhil '�`TMS EDGE IF APPLICABLE0. E9gh`:Ytbaif/ Burieebn>a Zetec}:; S!f 5 M? EK16EDMENrto P4l3RED:'C � ' `� 'eSA1L (GYP:. TOP k, BOTTOM} WALL M66"NG `i JULL'•ION �r v ,xntl�nrg"Sa stte�rsyate a{', / POURED L,C}NC�'R6?E WALL � � G � tot ::. � m+tu SEeTtoN W 4 " SE iN rawr4 H a�a a cawrrtextxa caaPlkY ' \� 5�U1"��R C" MUM + '�n �eR,�r�1wf EQRtBT"tUC�',. fL SYBEi �DaeMvm No` ' END & KMRIQR WALL Ikdf3UNTED MULLION INSTALLATIQN a e`~ u ofa A wmac...,". 75. a,; _. .. 5...1 :<.._.,... _._ ._._.. _f4i-si# 2 �i`+�'SE!V-/,SW`hATURE/6.45£•' ROtfl'xf7sTo-7 mYa' " 1 a a r Min SO ,� :. 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OBTANJOE1 SITESXSZ, DESICkPlIMURE RATING 6xii.f.) FOKTHE OPENINWAW-OF-SIRED SLAT. SPAN L4 (M TO PRQVCT)T(SEE GENERAL "NOTE STEP,2: ENTEKTO CHARTS - (la, lb & ibj THRU id ON SHEET 15 TO bET'_,ERM'lNP_B'Ab 6 'SCWAN f):� SLAT SLIR@g),,AWMOR TYPE ,AT-SlD :RAILS: A.S.DDEStGN PRESSURE RATING (p:s.c)', THE - REQUIRED .MAX SLATSPAN "01!i THE FoLLDWNG INFORMATION IS PROVIDED ATCHARTS I THRU IC TOPROCEED WITH PRODUCT INSTALLATION VERIFICATION'. • ENTERks.D. btsiGk PRESSURE RATING, stit STEP 0) ABOVE: E. • FOR;ASPECIFIC-PRODUCTMC)UNTING.INSTALLATION TYPE, INCLUDINGANCHORTYPE, THE FO.LLOWNG'DEFINMON FOR SLAT SPAN SHALL,SECONSIDERED' LWx,THJSr ISTHE' MAXMUMAiJu5WAaLE &AT�0'0 'SPARWHICH AolVlkN i&si_Arsupmi�yk � USjt),, FOR A 4 kS,.D. DESIGN PAE$SL(§E,AATINGL t MINIMUM REQ!IIREPSEPARATION ,TQ;GLASS.l�PROYiDEDONCKARTlozPRO%IiDESSEP,�M TION TO GLASS FOR PRODUCTS W/O OR Wt STORM BAR&(SEE STEP 4). (INCHES ON CENTERS). SEE GENERALNOTE 7 ON SHEET, I fFOR ANCHOR SPECS, NN. STEP 4,.' IF PRODUCT INSTALLAM014 INCLUDES STORM BARS, MULLIONS OR STORM- BARS & MULLIONS, THE: FOLLOWING MA$dA`(ORYAD TfO ARE ockjt@F_44� IF STORM RAt25ARE l__so 1. MiNNUM 6&4,kttbN TO GLASS FOR 'SUNS ,jo' STORM BARS ARE USED SHALu6E`aASi6 ON. CHART. 16ON, SHEET ,16,,rrSfKLEEMEASURED f#I*BACK.OF,$L-A!Sjt,GLASS: MAXIMUM ALLOWABLE STORM BAR SPAN 4TOlin TOP &BOTTOM: OPTIONS PROVlOEANCHOR SPECS RTANCI�RS TYPE LEGEND FOR VAR10LI5` BARS, 1 MINIMUM: SEPARATION -TO GLASS FOR SLATS IF MU!LLIONSARE'USED BUT WO STORM'SARS SHALL BE8ASM.0NCHART ,lQ ()NSHEET 16-1;rSKALL,BEMEASURED FROM BACK, OF SLAj5 TO OL*Sl, ENTER SCHEDULES.ta THRU 2c-ON SHEETS 24,25 & 26 W-1- ".0. DESIGN LORD A . D; MAXIMUM MULLI ON, SPACING MY, 'IT. 8! OR 7 }. AND DETERMINE 'MAXIM L� SPAN (HEIOHD'W/ ALLOVVABIZ UMM INTERPOLATION IN BETWEEWSPACINGS; FOR AGfVEN 6G $a )kmdwom TYPE& MULLION ORIENTATION., :1. SEE SHEETS 10110k.11, 11A, 12i,12A, 13 &43A FOR REQUIRED MILLION CONNEdnONDr=tAIEAAT TOP & CONCRETE FOR A GIVEN BOTTOM FORfLOOMULLIONRT0 CEI(T TYPE ;3 a LING RAP ED ORZILL,MOUNT.INGSOFMULLI.ONSIN.Tq. , ) PROCEDURE 4c JF BOTH STORM BARS& MULLIONS AREIUSED I 'MINIMUM kpAAATi6N TO:GLASS FOR SLATS IF BOTH STORM BARS AND. MULLIONS ARE tkfft' SWJLL BE BASED 0 K C HA RT 16. ON SHE -T4ry IT SHALL 8 E MEASURED FROM BACK 6F_SLAT!§jJ,0 GLASS, Z ENTER'TABLE 1�04 SHEET. . n W A.S. d. DESIGN LOAD. AND STORM BAR SPACM AND DETERMINE: MMIMUMA,rq�* W"sl!A - - (HEIqHT)_ — 4. ENTER TABLES 2 OR 3.ON S14EET 23, WITH A.S.M DESIGN PRESSURE RATING AND.STORM BAR R . ZCA,EoULlES`,,lbjTfMUTt €MWALLOWASi'SWIFE ION type.&,MW�IoN'bRu OM e0UREPER',lmp,s,,v..n hi, ` 1, W 4b I 'RESAees, E�Ts, FRWS�,M0CTU[kE§,- ............ "nag TI-E-0 26 WlAsit ;OE GNPRESSUR wqAi€i36. D DE)ER'MIN'E'MAXIMtW RZ4'r ENSPACINGS 'FORAO " TIONSWO Woc kU 3'IS:§IMILAR FOR lk&,�A" 6'01 FOR• LIMITATIONS AP" I ft CASLE T.QA MWN ar; N.P. I wl P; WWt si sw,"SPANI ., , , t6k, It PRESSURE; RAlUt §*L. 'WLSLAT, IUM'EXCEED P 2 5"1/2" 5 1/2'-4 1, 3 .3/4" 3,3/*o 20-064, SCHEDULE - 6f .b%FT.}'ACTING AT JAMBS FOR; AN. .A.S D.-DESIGMLO/ RVrE OR GROUT `FILLM CELL CONCRETE BLOCK W USE, ,WlMUM VALUE BETWEEN. POSfifi+E :AIVD NEGATIVE 1tS 'LOAD') LOAD) PRESSURE kl► &U 0 =4 > 4 —5' ? 5 6 > 6 ,-7 _ > T-9' > `9'-12` > 12'—•16' > 16'=20' sf Ux; V Y Vx V Y Vx V . Y Vx Vy Vz V Y VX Vy Vxy Vx <_ 30.0 • 1D 60 10 75 165 90 238 105 42:T 135 5944 . _ . 18g 999 240 ... 1390 a.m. 3:00 -3140 10: 80 10 100 396 120 4-40 140 398... .. ; ,1,80 _ _ 823 ; 240 1328 320 1823 400 >41-6'0 1 10, 120' 290 150 794 1.80 509 210 ,. 708 270 1266 _ 360A 1962. 4480 Z553 582 >61 80 10: 160,.. 616. 20J 767 t 240 ' 796 280 ' : 1007 360 ._ 7 69.5 .480 11 2422 6`00• • 2547 598 >81 i.05 123 2-TO. 550 263, 71.1 315 41'142, ' .368 - 1372 ;. 473 1 2009 591 2492 638 — — >10.6-'120 313 2.4G 728 300 8.8.1 3610 36 T;345 ..1 420 i587 540 2112 640 — — _ i 20>121140.5 1612 490 635 — — — — 14 20 ` 3 • '7� ,...,6 .2039 FOR Vx & Vy VALM.. SIDE Q �113 AiEt5F 1 _ t �� ,ti -t C}�4�:`SEP,I�SIGIPRtU86JL*AT�• urrc�p 7r�ne} sit ZOOM r Silo 2 1A IONLY VAUD FOR I'A3i- ' ' IME1t�v1 S�C RnictcG d�iF ' .$ t a$.F F,#tl�G•�S• �jk 4° DllCr MOUNicotv65it 4' P'ifB ANB: 4 fHSitiCh2f®yy,'fPt..:. �i'�k#".7,��ttl4W y,. �. = iU GRADE �.3 "m L2 P.Z,ZA cad€ G �S}St!€'N FAf g rr p + Row Fa--4 . .WE 1m� A%fGHORS TYPEA FGEND yRRBON STEEL. KWIK 60Lk TZ. � ANcrfoR. w/ z �/z' Mid: 9MME-f(r & 5" Min; THICK POURED C1NCB (4c = 3040 PsI) /4' Powms CALK-(N ANCHORS EMBEDMENT TO POURED 1� Wo, 3p_g0 Psi) & Pomm -96ubO SET �(SF �tJf 7/5--JOK ;EMBEDMENT*`TO k'ONCRETE (f o = .3009 psi)"!k ,. t8-8. STAINLESS STEEL MACHWE CA yf to l Y%Bull i3EF4 TAPCON :ANC}iORS' W/ °t/#".•'Atin. EMBEDMENT,* TD 'POURED DM ' Is KMNU ANY FLOOR:/'CEILINW,RNWI } z" TAB6 E 3 =a E I OEM, a (§.4W'xlf,e:MU,ULION' ll'AX"10R'l �.JEAD,•ORIENf� "filN IULLJON A, SF'AICionFdR ObANI DESIG PR . . . . . . 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'8'-H iz'-s�soa_ Iz -H:. tz-c� rz- 8 - __ f3-G.. •' 12'-e•. 72'�,8' !FY2 -fi8'' 80.0:_ oaa� 70.6: 75A•. �.._..00A.:_ -dSQ' -9".".: 9mmSQ 9•-tt• - 9'_8•.5-0- 6.-7r DOH CM$� -0roR,.". • ?'"'N.-`� r s v-5-- 9 -:S ... 8.-10•.. ,.. b6'--H8''..... 8 --4 3.. r 8.,a..:. B s T2 ...8w_.0 .."..� „-bGRlL-DUi@::IA ,jL,(�I„�ETi LOAD �D,(�5�'A„�[NGa SPRrd INSTALLATIONI"<w_ .:- .. ... r=Fl.DDR '.O #TWiPP):D4A6[9[)N'I`Eti :SP ,Fi7R END&IN7ER10RMUU.[O •FAR.:A':' -0' tag& I11MAX: U U mmi M MU[LtON SPAN { G dy& kttS`iiR i 4 iB Y1W' THICK G3' WTfECK ' t � ,�K1Xi0f � L�7.E1CXi ',.: • A64)l.LION' _ , �F;F+t�tli.�srF o �'. ;is47A17i i_ cif ' AT44 [7 4i)t Of@NUtQM Ot - UIIDN tt (4t ElI1k0#4 �' , tU . DO, DMOR: WTER10R: • - END ,.,.J6Q 72',=C - t2 -3•• ti'-•B` 1��11 - 12'-8 fY-B tt .$', :. 12'-0 - .tS =6,�- CASE C, Jac tx.-c tvi-' ''"a'-e �� t1 ,2•-H Tt-rr '9D0 b rv$ 12 -k 7,2 B• =1,2 B 72 -8 ii O` % dM0 a 6 t 2-$" „ ,Y 0 Ttl 8 12'-8 tY -•W Y0.4 5•:U t2-Yr`. 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TIN - e _ D FOR.t2' „0 't:JO " PACING` ft ^ .` 'MRYIMUtA MULLION SPAN' uAx. ,LqD, ;'xti$'TlitCt( _G�i�4x IC (,qAL€t" 1i i11.4('aT�Hta C4sm .'. ,jpit3.t .BPAQRoam ,.(">• t ���a# I,ISt - � `INtEi6QJ3 .:,'em .., ,RiiM= VOLE R, '=VW WrEROR � :tY-o �2.'6" iY-+8•' T2' �`:: TT t" i2-B .It•-0•. . � '� _"r2°-O• 9 8' ti-A' iit•4--::�t2 H 1 t O �; ._, :0.0 a9.Qf2•-ir' rz'-tY' i ems" ro ir. ii^,�,T «i#•-.H �tr a"= Tx-o" Tn-�.� Ag1-Y-.a to�-"s asQ T2`-FY" L�-+• g�M< 9ttY 72-5 71•-0• -n ERQ. . B' O^ - 9 O: ,,,9''b"�. 9,µ,0 � '' 3-ti �9._p�•,._ x9,•-O" 70,6 -w8-,",-Q .O- q.^"^.p 9,-4t• _g._O. _.. o ..a=o•` HHD "'s�ti' tY•o". ff o°.'.` s'-o s 4ri1 ;i►L RJUA.HSIEL'D. Ct?CJE'{$art city8urcieana- ZDite i. `�lyd� 0 y ,. ODi8/202D` DALE < ,,y„•,., YiT�.ir/wttM tQX Sill I& NEOWD fF 7 u}TE'7s1 v ,�J, I.rY�RICi. ... .. :', _*•; ,.. 2,n yr, g r"ST Le 2i$' eaater ." ?O-064f WALUP.A ,1eAct ouc a�i3 `. OIAwiN9 tut ... \+ �� E;, SEdR✓UI7K�J3dT�.,� F�OROM1.:E i4r6'a^, .,.t<:: ;na nw..: wit sbimmElc W SCHEC51c ttT6"CEILING IT!tA—PP.Ebi.wo"uN'4ffi'A UNTING -�CIANONTER1 R MUL AUOR-SF , T-6k !dIVEW MAX .,SPAN(ftVlF0R ENINTERIOR MULLIONS F0R,AGlVEWA*e'9Ak ,SPAN,,'fF--ns6R t4bA W �NG MULLION, IGNPRESSURERATINSPAiCIIGr 'SPACIN L MAXIMUMAULLION SPAN 1111— -MAXIMM MULLION VAMN#.!! dl'�-1/47 MULLION P=mm MULUM 4 9:4W!*11W MULL 4AniNlIf PCs* SPAM'' OMMAMON ft OR11111 41,*4t I mmma,11,011 pf000lov 21 �Tj #I ' MEWA'nog: It OMWATON #2 (HA 'DRUM b: IDA IND U IWMM; END KUM "END Okmfw EN0--'I,,WS9M IIJII - Y 12 -OMENTATION ENE} 'I -XISM FUD-- ANTEMOR, I WTMOR: -:--END. I WTMDR- �k -S r-W AV-S. IX-V- -2L6' 12'-T, m IZ!, S'- • 12'-0 , ' � fV�e 3k-- 12' • 2%4`?X7 -, Lxan:2 6.�IY7 12-0-- r— 12 - --�, 2�6- 1V-S' 12*-r7iv-f- - T 72 tx .2 2-S ,VTI- 22 ` Tv IV - 7 - n-w- 1wIV z5- 15C�F� T-S, ' r AV IV 11-3 ,V 10' . .. ........... al-61 •- L- lotv 12 1'"S' OD10_7, •i 141-5 o8 r-WW-7* 7A74' W-e W-7 jj!� -K -7-7 7_ g �r j 1r 1 �- -iv-v ioCi IV l T e C 2.V -r_7 . ............. ---- z, — . 2�tjFt, f Z I ' 1 '�7 0V ., _7,1 12,513"A7 g 7�n --.-- 00 1 JA- 8*-Z'JV-6 14%0 41- ol-3l' P . vrq! i Z W-1" *MAXIMUM NFOPTHATA,S.DiD� Wk6TbEEXCEEDED, MULLION OkiEiftT E it CT9. 0 YN v m '4 41 Itc 0 fwd.�\ 'MAW EXWPFfRft`,,- COMPANYT INC 'WTTER,,,,;� IA W, 26qr.4 am - Ia.