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<br />,INTO EX1ST1NQ__WMa SjRUQjU8E$ W
<br />I, STOW PANID. N OXIIeTf4sol Oftmmw Z:* HAS BEEN VERVIll FOR COMPUMM of ACCORDANCE -4- U) -t--
<br />Wilm 'It - - '/A:Nt= ONORS t=,- ENA`C- c: -cu U)
<br />Zagmm t TE PW$ ANCOM AS JAMLIFACTURED BY ELCTI CONSTRUCTION PRODUCTS.
<br />9"1WW L&D. DEMON PRIE=Rr RAM ("l AND �1,4 L111 "if' 1XIMON) WISMO Cw� STORM PANEL SNALL $0 BE INEDkIl A - 't. .1. �Nl
<br />IN, VELOCITY HURRICANE ZONES LMMK-OADE BRUNAM tDONVES). - 1�0# LAO SCREWE POR Nl
<br />W SURANS 0 V U,t� ?I rw Aaw Ol INNID, LOADS SHALL K CLIMINED AS PER SISOPOl IMO OF TH ASOME MENTIONED, CQUIC, MR A aAS Re *m - 7 404 A W WOO) SUSHIND, AS DISTRIBUTED BY All POW SCREW. SOLS IN SMIALTY CO. (D -0
<br />MREMII MQWM ENEL IENM W 32MLE AL&D- Dl pumm shm WINAmpide milil As _TP SPEOU AS REQUIRED By 'HE Am WHERE STORM PANEL WILL Ol INnill AM FOR A, 99�1CUUl fAWUK
<br />SPACING SMU ]FOR IMM"MNS INTO CONCRETE RLQCI( C0.6 4*11 SA.S.
<br />EN WO 190012= LtZ MW MM PANEL M M=M 10 ow" il "EAM 90-OAZI t6ING ASCE 1- 16 AND Sm J, 140 ]COM InE MAXIMUM tol DISJOIN PRESSURE: RATINGS INIXOM ON SHEETS; V) MINIMUM WIADED PENETRATION KID ill= OF TAKON ANCHM %A-Z BE 1 1/2' AND 2- FOR ELOO PMELAW PLUS
<br />FIENALE TD_ 2
<br />U-S 3. 2 TIM 12 A, 17, 'Is'
<br />f Wi IN ORDER TO VERTRY IRE All CONORION, ULTIMATC D004 NI LONIS WOURM PM Ascr 1-19 SHALL SEE Ow
<br />a am 01IM5. ' 1 0
<br />AF"Jtkmx'M �#Y WX ANCRO1115 W 110 P`40,, AS, 17' IS' 600SLE LL
<br />�f Owl #14.1* ml IREVSURC RAMOS INVICAMEO ON SHEETS �, 414W
<br />10,010" ASAT. MAIMLW ANCIONST 00,00M fil 1E. 0, 3� ilir 0 r1AI1 oml 0 e mc. W/
<br />10' lAl liven -will rem" In M001NUM PAWL Ov" 1 4 All IN HE -Al mul MEND OF V AN� THEIR MAl )F= AFUIRWIM' AKA972= is Cj) Molil EQUE DISTAKE OF L.& SCRONS, INTO WOOD SHALL BE AS INDICATED IN I" DRAWNHO
<br />upooss, I 40C.CVW. "ta"T M M "'SED 0
<br />i %-. "in, " T NU I I outil wow W610 = ,- co
<br />RATING OF 1)" LOW", V 01) Vi -=619 MAIL Ill. a SIORM SAW$ AD"' Il 0
<br />JA TWAgr rM WACT AND )WHO RC=AN= HAS BON VERIFfOl IN MOWMANOE ill SECT" Mill OF
<br />SULTED. 1 1, 'll"Ill � :4
<br />"m-TE To mialorre C�4) JANNiul PEKCTRAmON OF WOOD OUViRt SIOLL BE $,lal 3/4!' Ill SC RE USED VALL BE I I 1Z LOWO MINUAl
<br />3/16, ft-r INC ABOVE KNOCKED, CUM AS PER AMERICAN 7M AM OF SOUN FLORIDA REPORTS #0814,01-01 ANT) #0219,402-oa, AS SHOULD S11=0 owl ANO 11 Nal " WALLS WITH NO STUCCUI
<br />vw(o � 0,14.1'SALS, D T
<br />Ir NIA N/A 12' N/A 12* N/A I' a 21 l cc OF �-,S) IN CASE INAT RRUCA$1" VONL OR PREClat OR UND ON'M IsInNO
<br />4"l -m3 POP S$11) 12-0 & AWM C M-02 STANDARDS, AMU ARM01 TESMO L40 SOOM FLORIDA REPORT 1112IM-10 AS PER
<br />TASl Al TAS-203 PRl AND AS PER CALCULATIONS PERFORMED IN ACCORDAl W/ SECTION ISN OF YK KAROS BE FO
<br />ill" ANCHORS SHALL Be Il CNi SUCH PANELS, U)
<br />1, 4' a ANCH011 SHAU, BE AS 40MONED IN CA), C23 t,4)
<br />BUYED =. FLORIDA 'BUILMO CUM
<br />U)
<br />ILVJ a
<br />a�ta 4, WING10JI *7 UiMAP & ON OF PMEL LENGTH 2DOO
<br />2, ALL ALUMINUM WRIUMNS to a aoil ALUDY MO JEMPEK fUNIM CONERWl NOWD)4 SEE SHUT 2 W, ANCHORS 54l BE �Wligl FOLLOWING ALL Of THr AMU $PEOFOTIO" OF THE ANOMORS MWUFACIURM
<br />N/A WA N/A WA �L AM ALUIANUM SHEET METAL USM AT CLOSURES SHALL HAVE 3105-H14 ALl 6, PANELS MAY ALSO at WALLEU HORCONTALLY FOUDW%4r, )NSTALUkrON MIAU VOWN ON SEDPOK I T"Pi 5 (SHEET$ 4 U)
<br />NA NIA 12 1/2' 11, 21 (BOTTOM) IRPOLON S) EXCEPT %AT HEADERSO a (b SHALL NOT BE USED,
<br />+0&0, -IlL3 7- WA 6 1,12- 4 N/A 4 j1r 7G' OR LkSS 2=1 10 OLASS. 7 2 4. ALL STEEL SHEET METAL RANELS SNALL K" ISTRUCtURk. QUALITY IFTEZL� WM 4-E53 $AW SO MOQM^ 0-60 OALYANIZED
<br />,,VC
<br />N/A Ir , . g 0
<br />0/4 11 (FOR) To CIAM as wm All 0 1 VEM OMONATION Ill 4212 $191 (Amt* Rol 9. Ir $H9L BE 7HE RESPONSIBILITY 0 THE CONTRACTOR TO YERWY THE SOUNDNESS Of -ME STRUCTURE WHERE SHUTTER IS TO BE
<br />12' N/A 11;r NIA -1 9 1/2. Ill T (001,104) �Na 4,L ATTACHED TO INSURE PROPER ANCHORAGE M415 SHUFfIR SHALL ONLY BE AITACREft TO CONCRETE, 13LOCK OR ill= FRAME
<br />114 To OiASS, 5, ALI, SCREWS To BE STAMM SIM 30C OR MIS AI SERIES OR CORROSION ROSSTAYr COAM 01ROON Slltb, AS PER VIN ww4m
<br />ml wnv Sol w
<br />56 W, InEw 1.� AND Im kill TENSILE STRENCIA MO SK44 WAK*` W/ Imolal '010,0100 OODC V-VrVN ill EACH REG" STOW FME1_ 0014 W, :0 W� AS PER SC,�TIDNJT 1, 5. . WP AI
<br />_".I.S INL 3W AT 4W 00
<br />V - 6 At 7 loUlArCT&W. VC A LCOBLE AND READILY VISIBLE WARKAW Owftmo Comm ON low to
<br />ir NIA 22 N'l A, mp) 2 ope, 14
<br />Ir 112 vp
<br />11. Ir IT BOTTOM) ell vatul 15L CULTS To BE ASTM A_ZTj CALWAM ITEO. OR *0 304 SERIES S'AUsil TaL VATH 36 ke' M"PUM YIELD SiBlUl En 4, 5 DORM PERIM OF HURRICANE WkqMNG,
<br />PANS.$ WO APPLICABLE RIONFORCOWElift
<br />7, ANICHOR5 To WALL SHALL al AS� fOLLOWS3 ;L,1HE INSVIIIATION CONTRACTOR IS fC SM/CAXX ALL SHUM COMPONENT EDOUS WHICH ATMAIN W CONTINUOUS CONTACT Wall
<br />OWED 10 all W. A.S.% DESION PRESSURE 11AINC, (HE BUILDING TO PRIEVIOND WMi tNTRUMN,
<br />Or PANEL oil 1/4-0 IAP01W ANCIORS AS MANUFACTURED BY I,T^ all Wl Ogl� f-4102 F,04) 12. SIORM PAREL INSIALLAITON SK41 COMPLY "Iff SPECS INOWATED IN THIS DRAWING PLUS ANY BUILDING AND b0l RECULALONS
<br />"PE A SWRIS " 110STAUXIONS JXTD *000 + Kwm ma� DwAmm serAvOt wmw PROl BY THE 110SOICTION WHERE PERMIT is APPLIED TOi
<br />Am (2) To at, Ijr -1 1/4' 0 . 1/0' CALK-Iff AN"M AS MANUFACKJRED, BY UONALT INC
<br />MOO" ANCHOR SPAOMS AND woum ow w4TOM me mwm ON THIS If 'a . 3/4' $"-SET ANCHORS, AS DISTINERITEU By ALL PONT SORM all A SPECAN CO,
<br />54*4044 -FOR r Or LESS I" borlkm Of tviovt $Met ANCHOR SVAM v lim I l fill ll 14. (0) THIS PRWULt C"WOON Documm lip'".) PW Or 041S ENGINEER IS GENERIC AND OM NOT PINAME INIORMAVOlf
<br />By WIMF4-yoa SPACHO SUNNI 09 'Ma" WINE Fctwwm MOORS, FOR w I # 44 Lw F� v - PANWAATC PLOS MOORS, AS MANOVACIURED BY "M CONST'llix" PRODUCTS. FOR A SITE SPEOFIC, PRwcvr,, f.v, Iffil THE ItITIC =01m mwic rwm THE PLC I:L
<br />TAI OpOvl 1=i=2w=m 411000 kom FACM Swu 0 T -1 '1 ;1
<br />EACH 04CHM TFAL Air Ale* 2AMOU "UK ANCHORS, AS MANUFAM1131 BY WWALT, INC, (4) CCKKVZtQR TO BE RM"Mll FOR THE SELEMON, PURCHASE AND INSTALl Z:tm cUlos PROl
<br />Not K USSIHM Oil
<br />MOORS LAIRM SAM ON THIS PZD PROVIDED W/SHE ODES W DEVIATE MGM THE M
<br />VN�ot /4roa I ++ *mum Mm ONSIANCE arlill wrmm OF PANEL 1/4*- PANfUl f0l ID Ak 1) UNNUM, EMBEDMENT OF TAPCON ANOOIVS INTO POUREU C&CREIT SHALL BE I Ve, 2� TOP ELM AMELMATC AND OONSTRUCRON SAFETY AT SITE IS THE AJOSPONSIBIRY,
<br />rn+ _Fl
<br />Alj/
<br />Ammm 7A r mo 0 TO ul Stier t 414- FOR ZAAAC MUN ANCHOR$. 41) THIS PROUL147 rw"Arcu Occultivir "U, BE whwaim RINAUD if 40l
<br />IQ! vr
<br />1 PLUS W/
<br />14M m Sul EMBEDDED Y/6. NUO THE P"CO CON(ANW_ No rMisECMCNr Ill
<br />L KI) CAl IN SOLWI Aw"m $NAUL BE I
<br />STUCCO SHALL BE PORMITTED. l/A' 0-20 SCRt" USED SHALL K I MINIMUM 9HOUAA STUCCO rtw� .(4) SITE SPEOM PROl SHALL BE PREPARM BY A FLORIDA REGIS ChONCER 00 ARUl WHICH WILL, SECOVE THE
<br />al _3 31 -k' , U I' WIN" " il " NO STUCCU, AND Al 2 1 No
<br />"'Arl"Wo RISC IF AN BE *OM 91 7"Isl "m *10 HEAD,
<br />OR a � Ill w/ 7/ell s"_`UR CRONEM OF RECORD I AS A DELEGATED Mll TO TIHE
<br />10-Ill Ol 04 1z ev WITH WINC NUM PROPER USE Of THE `NU BE PCEPS'St" NUR INC
<br />ill AT Ml ow on flAT I
<br />1 F '. . N cl JTSo ENTINM SHAILL SUBMIT TO THIS tArM THE SITE SKCM DfMW44Z FOR Will
<br />3 1.10% �,Mr
<br />All TA 4= WANO Scm5NS 0
<br />-1/410 va SCArm 0 IT, al - ") Ill CASE OAT PRM45T STONC, PROCASt CONCRETE PAHM�Si PAill WUQl lil SOMIll FOUND �ON THE
<br />lid 'INUAL I i/r No.. TNREAUCU 4MR Ilk, (2 ZNV- I I NPIC WANO SUCH AMOS, (f) THIS PZO, VVILL BEAR 7HE DATE AND ORIGINAL SIM AND, 9000l OF THE PROMMONAL
<br />MOW" FIAT OR CONE 0 EXISTONO WALL OR FILM ANCIONS SHALL BE LORD Ol TO REACH 114C MAN MUM ENONEER OF jwCORU THAT PRIERNNED It
<br />I Ijr FLAT 10 ON Cott win ANCHDRIGE stillill OCK AS, MENTIONED In, Al AND 01 A�2)�
<br />mAx1'=U4AT lk S"LMOk MANUFACTUREP'S WEL SHALL K LOCATED ON A READILY ilg&t LOCATOR AT STORM
<br />0�fi PANEL SHUTTER W ACCORDANCE WITH SECTION 1109,92 Of FtMDA EUIL01146 COD& M LABEL
<br />1/4'* TAl ANCHM AS MMUFACTIMEO BY I- T W� VOLUME Ifill $Wll BE PLACED FOR Cl OPEN(Nil tAOWNC TO COMPLY WITH SECTION17CM3 OF THE
<br />Sam r 1 1 4; 7/9' CALK-W AJOHORS, AS MMUFACTURM BY "ALT. INC. FLORIDA SLILONG; com
<br />I � CE!U"-g UOUNT'Ima A A V4� SOLO -SET ANCH011 AS OWINBUTED BY AIJ. POINT %Rl Ill * SPECIAM tl
<br />At= ALMATNE
<br />I- 7,AOLIA= 1%�O #1+-10 FANE-Vil FOl 0 AND
<br />U=A= AS MANUFACTURED BY ELCO CONSTRUCT
<br />V 411 MUN 1OADS Sc" I X. Vr a 2AMAC Nl MOORS, AS
<br />tol Up 10, v- Er-
<br />a =1111111S WIN A
<br />2� FOR NEW wow w 10 RE SOUNA!"
<br />Bill) MQNMW EMMOM04T OF TAPCON ANCHORS, nW PAINELMOM AND ZANAC NAIL* ;00 FLORN A OWLIDIN6,00DE 04m 1111ch Velocify cone Zonl
<br />Owl W SNAl RE 1 1
<br />lEll FLOMDA BUILIANO E0,0E Lfth Ve= covill Zol S-2) CALl 1k It"l MOORS SHALL BE VABW= 710' INTO THE CONCRETE Oil �,l 7 24 SAM GALVANIZED STEEL, STORM PANEL
<br />FLORIDA BVILW4 CODE (Ill V*)Wfy if no zon!2
<br />I= z Owl Ill
<br />Z NO, 157 1 4t- I Ell
<br />20 ONCE CALVA=0 STEEL STDAM PANEL M V*m 7111. slucto Snl BE "Amml Ile R-n W.CRE" USED SHALL K I ilr LONC mit"
<br />AT lop AS 20 WE CALVAl WEEL STORM PAW 00-0 All AND I' MMWI)U MR WALLS WITH NO STUCCO, CLOW PROTECTION Pool
<br />Spetwill =I; X= rls:, TTI 19 c 0 N..
<br />W # Sum F
<br />WELL AS Fj a-Sm ON S - L 46W SA, 5
<br />100) OR MW WAUATION TM OFCI�- f OL08AL PROTECTION PRODUM, Lm M�) * CASE 'MAT PRECAST STON14 OR WWMTM PMIL�.Ml OR WOOD =,BE FOUll WL OXT
<br />IlL 14 EXISTDO WALL. MOORS Will all p ?A 01611-al 20-1 7�i
<br />Wim C . MAIN r-4-0
<br />M ISAW Ill tv'k 1 At
<br />T, LVE c 0 Z. MAW PROTECnom Pomm Lill
<br />'NOW 004)IM-4097 20-11�76 MOORl SKAU BE AS UZOTIONEIT IN 0,T) AND IN 04)� '02 C" 11
<br />Top N, Bormit moijil ew ar Cowlau IN Aw k, 60=5 Jum MOM N44% 1 OP Is
<br />-*I MlN I ift WAY 10 SW ANT WSPIUAPPI. SCAU Mom Al
<br />�L -MIM `Nl- I 'N'
<br />NOW t SHOOR Tl Wl p F. "MIS Of a
<br />MAKUM All emb RATINGI. (9441) 009 C"R=Q1mQ 0.2/4 1/4, 3/4, 4/5, %5 & 6/5 jN9AUl -DETAU It IREGWLAR FANELd)
<br />COLAPQNEM EQR REGLILl UEE AFETY & E-Z HANQ 51QRM EANEL =EMS is xv SCHEDULE ONLY FOR vx"m am
<br />Am , MOORS (am SmULC IST I W/O, 2W/8, 3W 7 4l CK STRUCTURES
<br />(SCALE 1/2;.l") NUM WQ MY QQNQRM ZW= A= k ymp (f) INIQ ENRED QQN.QREIE 98 CONOM
<br />SHEETS 9, 10 *11)
<br />swou zw-m Sw POURED
<br />_12,500, V4*-
<br />S X
<br />Atapt-m-00"k D.II
<br />`l----ia 1IN' Z74;.,, -lo Mom 0 a 1/v RW Jill 9 ZW&LIAllis et" CONCRETE Me"
<br />'Zial
<br />jU or (am WFICOULL
<br />-low N C) EWSMO POURED
<br />,5US MA)CIMUM PANEL Slamm 9 114ROUG" 10) In,
<br />Ill VIA PIANEL 1 1 7-02 f--w
<br />vowi au
<br />CONCRETE OR3
<br />*L,+* 0 k-L-- (".)c 1 A i 0_ _4)
<br />mom" AS-0. cm tomcovE & wool) F 1/4"
<br />IS s, WOW
<br />INSTAl I
<br />CONORCM ANCAM
<br />OWXIAT"s T
<br />Hl _< - r__ - L�- - -F -L-
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<br />L+ L
<br />IN) "I
<br />-DICIAR. A
<br />71`11P
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<br />Av
<br />Pines SHALL or onal &MYS -z3a-r-- Jot Jail if, r Io*-7"
<br />SnpAl Wj 1/40
<br />17" LOT 10 mow W/ 1/2, LM Ma Owl= PANELS N, . aw W/
<br />9 M AT LErT SIDE OF Pil ANGLE jol 101,0* (Sm AS
<br />Tol r-or v-a, (w SECTIONS AS
<br />4" VA
<br />cn
<br />OCT. CM
<br />TOP Eva, J_--- C=
<br />_U] WIM-2
<br />=10 191-t 11-11 1 1 1 " — , H (SEE ;iFiTT, ___ -4 m w
<br />OWAE�v por UP PAM tvilm
<br />,war A/ Ism wo Ift. SEPARATION ILI il
<br />1 TO CLASS I PANEL UERM LA. el -
<br />ON SHEET 3) FAREL UENGTH --I l SCHEIN" _ SOtFBULr
<br />rA1O 71-0* e-2. CONCREVE ANCHORS (SEE SCH�IbULC ON SNCEr
<br />ON
<br />Sao s*'r r-21
<br />NENOW ral Sao Jr-ol ;I-,.
<br />fto 7'�S- r- I ON SHUT 3) C-4
<br />D.il - i 1 18"' _CUUU`
<br />—Xio __ — — - - )� I I S. muz I Mr. A
<br />MIT rw l I J
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<br />ASO 7'i-ol ew 1/4, 3/4. 4/5, 5/5 -cl)
<br />10
<br />A OR L* Ill 2W/C 3W/7 4W/7
<br />A- Pao
<br />ROURM DONNER Is ENDS OF PAWwS
<br />-77-0 v-o-
<br />(SEE SO4OU
<br />I - W Ms` AEO U` ON SNEEZE
<br />1 4-
<br />ENO UP W/ w-woo rl L-4 Sl il i
<br />Imo 6',3' 41-V REQUW A am WEL in ELEMI
<br />AM" Il W-3. CAP a MIX (AS APPLICABLE) IC:
<br />CONCRETE EILOM
<br />OYl 3 ux mg m mm oft ciew -1 mill usuro A!
<br />REQUIRIDD, (SEE SCHEDULE Do
<br />"Ar SHEETS 9 INNOUGH V31
<br />r 17#0 -��Vol V, Vm"IN-1i /IMP
<br />LWATIDWS IF all 004114, M I r� W/o ONLY wig SOLID,
<br />SET & CAX IN ANCHORS
<br />two 1___jmPOvRm CONCRETE
<br />ill= STRUnwS, MINIMUM SEPARATION TO OASS tIONEDI)LE RIFTE am
<br />2 1 1 '12V INSTNAA71014 Ml lll a AM USED, &4a WHEN
<br />MaNATO
<br />US
<br />250 POURED CONCRETE CONICAM MONDAS
<br />ALTEOmme
<br />WNRO SPEED 4 17CI mpb WIND SPEED > 170 JTPh CM
<br />7-0) WITS, Mal UREX BLOCK IWO)l
<br />Lxt PANEI.(.L)DOTH
<br />317sal - ON
<br />WACEDulim I RaTFAll No" all 9 Powl Im SHEFITS 01 THROUGH 10)
<br />m OR um 1- 0(117 L+� MAXNUR ALLOWABLE 11499% FOR A GWEN POSITIVE ASA OEM UMl
<br />imT (2) L FOR A ONEN RESIDWASO, BMW LOAD,
<br />I =s"50. 11r I I r MAXIMUM PANEL LfOft
<br />-U" RUKR L_'_*� ON, To 51 jl A CIVEN A Flown AISA Des" LAO, DETERMINE: W.Nal film Jbim %+1 FROM SickIEDULE,
<br />Pit —m- 71/1- 1 7 Ile I ONEN, A140011M AtUl DISGR Ull MOiW 111060" AMEL LENM '1,-' FROM SCHEDULE, MOUNTING
<br />r T - =mwm xx RMS. uWam" . mw - THE ." nEw"No, Rasm Lm. W" k"Ill 1210 MOUNT
<br />SL= f MAX. -,14S V� 11 1 1- - 1 71/2- ��&l z pm
<br />na I J (3) SCE SCHICIDIAl 001W FOR ". PAIM UENOTH, FOR "DROSITY 4VALPICA004. !Em� W111.1A
<br />_f_3OOD`_ W9146i ,A till A--mms Z# rAWAN ps MSWAT04 wro "ot ARC UMIRCU'll * "PILL VAX kao, omm Fivil
<br />'AIX el I'll - It
<br />-;Rrwx, Um. Omw Low Wx PANIM UN04S fOR
<br />(Ust ONLY FOR E--z R" Slow Ill
<br />v
<br />NE STU, Timpt Aik
<br />HEADER AMOUE -'.
<br />all $063-TIS ALVIN, ALLOY
<br />-27V
<br />!4 MY Huril ZorH01
<br />FLORIDA BUILDING CODE Lfign Ill vallictly NO one Urvill FLORIDA BUILDING CODE (Won Iftch val 144 zo FLOV40A BUILDING CODE (tIIon High Vl
<br />4, 32- 31. w t 24 QW GALVARM STEEL STOW PANEL
<br />al winm m. DOW MOUNT 24 BABE OALVAJWO�STEEL STORM PANEL 0� 44167 Imm" At*
<br />�sll Tim Xtem W.
<br />JA
<br />Li"TI.. L 24 CASE CALVAINIZED VM STORM PANEL
<br />Owl: Ur Wow W, z
<br />3r *r 3e
<br />ED. ED, JEW DISTANCE L E GLOBAL PRIOTE-1.1101,11 rRvv;Nl Ill
<br />VIP) CLOW S'9I,5VUO AMU 3v 'SEE=UJLE ON TOl BMTOM MOU"NOS CAN BE
<br />6% WE OF
<br />am SColl M,- PROTECtION PROMM LED. 32. ae 4r 6r at, GLOBAL PROTECTION S!k S ATE 11 1 co*..,\
<br />wi, I � PRODUCTS, LI.C.
<br />NOR
<br />WIN, IMECOm.
<br />,204' IN w 39' :w No. Sal I MA% & 10) COMBINED IN
<br />I
<br />A 9, 517 4 20 ANY WAY TO SUfr AMY UN 20
<br />i WKEET-H
<br />Wit! -175
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<br />INSTALW12H ENINSE12BROULARPAN INUALLIl DUAILS EQR REQUAR PANE INSIALLAIIQbl DETAILS FOR REQULAR PANU2 INTO WOOD
<br />INT-0 QWREQ CONME QR 99KRETIC TUBES, JHTg WOOD SjRugjw=
<br />-7
<br />Al:101"ll CONCRETE wow AmcHm
<br />AMPHORS VXAUN
<br />SCHEDULE ON N WNEEr 31
<br />SEE SCHEDULE ON I <1 , 5" 1 a
<br />ET 11) 3 x/
<br />CONCRETE ANCHORS EXISTIRC; POURED 00009 1LC� L__
<br />OME SCRIDDO or- COSTNIS CREIC-, GH 10) cn
<br />0 C011 ADEQUACY OF= wow
<br />IMP is 'm';N,
<br />OR CONOWl 01,01l WEAM 10 BE By _hd
<br />Iq - 40
<br />COSTING POURSO TION REDISTEM Nol OR
<br />T�lRiOR SHUrTER
<br />I- Ilk,
<br />REQUIRM TWINAM Lm I tIon"GA
<br />\ / --(D —1 ALTERNATIl
<br />SCHO i WOOD ANCHORS - / CLASS
<br />.QWcNm i: (SEE SCHEDULE ON Uri Sl le
<br />1 144; Slim 11) 11 ------ SPACER __1 MCI ON 00,
<br />i-4) wall l
<br />J-c -�- w- 1� 44 7 , va ill)
<br />A"N I t�
<br />z R 7 12 IjIl 4"
<br />:a& 'All *A wx Lvl
<br />WOOD HEADER l. -
<br />AmOl I 114� WOOD fWADER__
<br />(Sm SCHEDULE ON ire twww -6-0 cl
<br />SHEET$ 0 THROLICH 1101)� "(j) — - --------- AODUM is
<br />, 2�ril, am
<br />it 6ii
<br />WOOD MOORS
<br />SO
<br />(SEE SM40ULE H
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<br />2� FOR NEW 044, FL. 33M.
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