10
<br />PT471#7W_V"_
<br />WEMZE�
<br />rry.41711119w." tin I] 3611M Zm;l J *441M 40 Zia I JAI
<br />MAXIMUM A.S,M
<br />DESIGN PRESSURE
<br />Mo., PMEL LENGTH
<br />L
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATTNG (P�s-f)
<br />(SEE 511%clml)
<br />TO GLASS
<br />CONDITION
<br />+55�Q� -72.0
<br />W-S,
<br />2 3/4'
<br />UNBOLTED
<br />A lu 2 FOR LIFE SA 41 EL 5Y=M
<br />Di multE5
<br />4 TAKON ARCHORS T~ Amomm TAFC% ANCK"
<br />a r v&
<br />POURED ROLM CONCOEM 0OWK-IT,
<br />OR OR WNCRM
<br />BLOCK REOvm A
<br />BLOCK REWIRED BLOC* ftwulf"
<br />j 1/0 -C am
<br />T
<br />co
<br />_0 0.
<br />I AN A=
<br />sm.
<br />I SO vat
<br />CUSS
<br />%
<br />L
<br />Xt Vow *A
<br />twrf Won*
<br />40
<br />L J
<br />WHO WASH"
<br />NM
<br />A 31n, WAO KID, X
<br />�Asw a 12 ve ac.
<br />_Y4 WOW 0000 1APOW ANDOW ------ T AWIONS, TN
<br />40 A Ijr &r,
<br />___jm'm cow-qm
<br />L-vu.2mm. ZOONCOM BLOCK
<br />R901ARM U00
<br />WALL MQYL41NG MLL m WALL 911 am WALL Mailnma NOW=
<br />0 WMAn 0111 IA EA
<br />SCALE 3/01.1, smz scAc, W,
<br />SIX mw I & w AN Mcmm rfm a am I Ift, 77w* 0001001my, ,
<br />M'A.2*lA= ARM IM
<br />;mr-001"C' ipmods AND wo" _3 �tE use.
<br />Ro
<br />1� FUMA BUILDING 0OOE mg, Velocity no Zone)
<br />0K 3
<br />CAISSr 41 09m TOM M,
<br />20 ow ULVANIZO STEEL STORM PAWL
<br />FOR
<br />W Tw foumw FACIM, Tme
<br />opow" ;Q Be �=MEOTZL
<br />WAOING -Avon
<br />V_ Im TAM wtxax slozoa 00com GLOUL PROTECTM FRMCTS, Lw. DAM
<br />1109
<br />FOR PC" m*" "Pt OR THIS SONMULC am S�W. 613919,w
<br />Dow. tL 14
<br />p", 0501180-700, 1,041 01541MR-ow 20-176
<br />L - I d I
<br />SM S IS R *A
<br />M9444% W&A"11*211ORS
<br />FRAWE emaw
<br />womm ANCKOR VAN" No A""
<br />Am 400m ON THO
<br />m LOW IWAN ltook= ON
<br />39==ZZAA.
<br />I'm "
<br />REDUM
<br />$Rkt w
<br />fOR VO 04HCO W 04 TRS SCAEWLE
<br />smz 3/117-1,
<br />ARRIOR TIM
<br />ffi Pl fi!
<br />�_) �qf
<br />I IN I I _-A
<br />T a wwo Aw
<br />WALL, MQUONG IWAUAM
<br />a LIM
<br />SmE vr-l'
<br />>
<br />0
<br />L)
<br />CL
<br />C:
<br />0
<br />0
<br />cu
<br />C
<br />-0
<br />a)
<br />(n
<br />ICU
<br />0
<br />C=
<br />2
<br />ca.
<br />q:
<br />0
<br />CIO
<br />=
<br />0
<br />.0
<br />U-
<br />k4-
<br />0
<br />CIO
<br />>
<br />Cn
<br />.-
<br />Cn
<br />-0
<br />a)
<br />Cn
<br />E
<br />L_
<br />M
<br />2
<br />am
<br />4-
<br />U)
<br />It
<br />w
<br />mi
<br />INSTAUATION MAILS EVR OPTION A2 FOR UEE MUrt MRM EAHEL MUM INUALLAIM 091AIIA EQR OR UFE SAFETY MRM PANEL SYSIEM 1:12011111. am Y" LIZZ
<br />I UmNa WOM Almmem MD STRUCTURES 11 V-2 4AM =F31 ON TWS MWCT IEVALU"N DOMIMENT (PS-0.) HAS BEEN VMHED fW COMPUAMM IN RA) AhWMUM EMBEDMENT Of TAPCON AN04ORS AND PANUMAIE nxia 0 A, PANUM0,n PLUS WM Vmumn-
<br />7=7 ACCORDANCE WITH COMON) OF THE FLORIDA WILMNO COX. BLOCK stima. Be I i/,A�
<br />7_1 '"NOWZYAL at DETERMINED AS PER SWOON 110,2001,114 ABOVE MENTIONED eme; 8.2) MNULVA)EMOMEWT OF 1/0-0 x 7/8- C"-IN ANCHORS WALL BE 15 7/0' WT14 COK'RM.
<br />m IBM NO EMIUMENT INTO AW nNISO MATERIAL SIRML BE PERMITIED,
<br />FOR A Ma= =e-W115 W4141=1we"m w WN "00;W141MRAM) 114, "0 SS WrALx SOLIS usm ISKNLL BE WAK: amw(SHOULD WY FINISH MATERIAL WS) m
<br />FOR A
<br />DESIGN P4ES!KW RATIOPS INDICATED ON SHEETS 25 A, 29, DIGAWE 3/4* INTO AtICHORS.
<br />TAPCON 0 Ir O.C, "I
<br />A�� 0 Ir 04- 4410 IAPCW 6 jr Olt r** TAPWN 0 or O,C, j IN ORDER TO AIM 7W ADM CONDITION, ULTIMATE DESIGN WIND LOADS OJEWPAM PO4 AWE 7-IS
<br />m w Fbw*l" AT WOOD, "LL BE FIRST RIDIX)CED TO A$& "ON "0 U)" MY MOLTIPLYINO THEM BY OJS #4 ORDER TO S.3) IN WE THAT PRECASI` S70NE, OR PRECAST CONCRETE PANELS W FWND ON THE E)WWO WALL,
<br />filmmilom AT WOOD WOOD Aboft" AT WOOD PENVOIATM AT WOOD KEADER WEAM TO, COMPARE THESE W/ UM� ",D) DESASS PNESSURE AArl" INDICATED __ ---- -- - -- ANCHORS V*L BE LONG D"(W TO REACH THE VAN SMU"E 2WIND SUCR PANELS 44014ORAGE
<br />t t0m WAW SHALL BE AS MENTIONED IN 9.1) AND W 8,2)�
<br />IN ORDER 70 MWY 1W COM11ONM AND ANCHORS ON THIS PZ-4. AS, TESTED Wk NOT MIT STRESM. A3249 INCREASE
<br />Y-0 J/4* 1/4- DETERMINED IN ACCORDANCE W" ALOS� 201
<br />0. 1/4^ IN ALLOPAWE STRESS MR,VARD LWAS WAS ;�L USED IN r4A ANALYSIS. PAT"M SPOCU TO WOOO *05 SEEN (C) ANCODRS *Wj BE WA.UM FOOLOWM AIL OF THE RECOMMOMAT" AND SPEOF104416NS OF TK ANCHORS
<br />W"ACTUkER,
<br />CROAK If
<br />#We tWpAb -4 STOW PANELS ADEQUACY FOR IMPACT AND FATME RVW.AkCE IIAS MU VERM IN AM F MT SECTION 1826 OF
<br />v WOW ff)O-FA
<br />THE ABOVE MENTIONED ODIDE AS MR FENESTRATION 113101C LABORATORY, W REPORT 1 2m, AS PROT00"'VAS-10L 11 it SHALL K THE RESPONSIBILITY OF THE COMR40TOR TO VERIFY THE SOUNDNESS OF NE STRUCTURE OHM SHAMR
<br />TAS-202 AM TAS-203, IS TO BE ATIACNED TO INSURE PROPER *40401104C� TMS SHMEP SAIALL ONLY K ATTXWW TO WNCWI� SLOCR
<br />C014. OR WOOD FRAME BUILDKICS,
<br />I " "TVA JM SEEN OJESIONED TO BE INSTALLED Qh'4C OMM OF 042 OP044 ACCESU4 tHE WERINO FROM JWF
<br />i IZ� 11C INVALLATON CONTRACM ALL SHUTTER COMPONENT WOES WIve" REMW 94 CONTINJOUS
<br />INSaEJr=F AA� OR U(T THIS APPLZATM IS; YAUD WHN OMAUT04 19 WENDED III BE PERFORMED "t
<br />FPAW CONTACT WON THE BUILDING TO N INTRUSION, CWLK AN* SEAL SHUTTER TMCXS ALL AROUND FULL
<br />0
<br />W. SCAAAAM LENM. C:)
<br />M OLAft
<br />to OLASA "GTM I 1 10.
<br />"V Mom CLASS— - CLAW I SERS3 1000 01STAUL&TION IS APPUCA%E TO SWALE AND OOWU5 HOW Sr&E W94DOM OW"ATION IS REQUIVIED, TO BE CL r-
<br />m SCHEME PExpoRk" FROM me pow or Smmme t3' StORM PANEL WALLMION SiAU. WMPLY W" SPECS WDrAtED IN ItASS ORAINING PLUS Off BUILINNO MD '10"0,
<br />(SEE wm I BUD#) ISM PROVIDED SY'rK jumm"Olm vlfm PERMIT IS Apmn'[O.
<br />A- I moo PANEL LERM ANA MASS 4, SERIES XOO INSIA"TION IS APPUCMAZ It SIN" AND, DOUBLE 11194 AND HORIZONTAL SJOEM SFVLE WWOONS WHIN ><
<br />P*lm 104TH v ,'- i i RWIAATM ca
<br />Im um to) LENOM
<br />MUST"
<br />To tImA C%AS$ Im tAttamts- Olt PANEL LENCIN PAWL UNG711 w
<br />mko- - (W "=" I I P= mm'l saftill , L v N", INSTALLATION 6 MUM0 TO BE FIERFORMW FROM 'ME NOIDE OF STMV%W_ 14. ADOUR IMNOM AND MRS, Vr- E - Z KW S"M PANEL SM1111- M MW MW&
<br />utimut EKIS06 fm Nom I BELOWY 1,4:* *1 (SIM NOTE I emaq)
<br />is) ON swu 16) S� Aa ALW" "Uspim v BE wo-ts kwy AND 7EMPER, Pmm OTHMME *Ovw i$� W TM PROWCT MLIATION DOCUMENT (PZO,) PREPARED BY TWS MINCER IS GENEW AND DOES NOT PROWOC
<br />INFOAMAVN FOR A SITE SPECIFIC PROACT, I.e. WHERE THE SITE CONDITIONS DEWTE FROM rHe P-Em,
<br />SS
<br />ALL ALINNOM SKEET OM LISED AT CLOSAAM S!'AU PAVE 1104-lilt AW.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR P4E SaXCWN. PURWASE AND INEWALLAUON RAM.01NO LIFE SAFETY OF
<br />7 ALL STEEL SITIET METAL PANEILSSWI HAVE SIRUM&M. O^fff STIM, ASW A-W 094a SO Mlft�� 4"ANIM STEM TH PRODUCT WSW OW W PILO. PROVIDED NE/'SHL DOES NOT "TE FROM THE CONDITIONS DETAILED ON
<br />tmrs - C:
<br />DES16MAT" W/Fv- S&S 401 OTTER "LLED), IS D=VIENT. CONSTRUCTION SAFETY AT _-WTE IS TW CONTRACM0 REWAONSWIM, AE
<br />AT 8. ALL SCREBS M BE STAINLESS STEEL 3N OR It$ AIM SERIES OR CQ"MW RESPIfANT COAM CA$M L $ft-J. AS PER ON THIS PROOW EV9UKOON OOCUUEW WILL BE. C"SIDERED INVALID IF MODIFIED,
<br />PIATE W18 *1 So WIVIELD STROWH AND 90 W TENSU STRENOTH & SHALL COMM W1 RARU 01JUNG; COE SECMW,2�411Z,3,4�
<br />J, Cil i
<br />(4 SITE SPZCWC PR"CTS 9491 BE NEPARCD BY 4 FLORIDA MADMOID) MGWEER OR AR "M Im CH WILL
<br />cc w IS
<br />STRDM f..) w
<br />WITS V BE AS% A-W7 r.MVAMZM Stlll� OR AW V4 SERIES STM&M SMU� WIlif 36 W MINAIUM MD BEtOME THt DOMEIER OF RECORD (to'N') MR TANE PR=Cr Atio " WILL Or POPON"a foR THE PROPER
<br />07 USE OF TH PF_O� M(NEER OF R=RD, AMOP AS� A DELZOATED MNEM TO 1HE P�", ENWO", ViALL
<br />10� ANCHORS TO %ALL SHALL BE AS FW4WS,' SMW TO THIS LATMR TW SITE SPEWIC bRWN%$ FOR REVIEW
<br />% (A)
<br />p4=11 DATE AND ORKUNAL SEAL AND SIONATURE Of I 4E PROFEMNAL ENGINEER OF An
<br />IS a
<br />k '�7' - � - 1/4'0 TAPCON ANCHDRS AS MWWAMRM By IT W. IRALOEX W- (MIN. V.-II92 pWQ
<br />_J J = E
<br />V v X YJW MX-IN ANCII� AS MANUFAMW BY DEW INC� fWN, ro-3000 P*Q
<br />..... -J I �& PANOATE FEM" W * PANZWE PWS AK44M� AS MAtNUFACTUND W VLCO tONSmCIX* ?*WUCTS� SHAU- BE LWATEO ON A REAMY VISISIX LOCAODN AT STORM PANEL IN
<br />2C fm W/ SXM0R0k4RD`A*N'&E W!FCWi$7= OF FLORQA WOMING COM ONE LABEL SK4LL BE PLACED FOR PAY& oPfIoNa
<br />r Wm WJT ww PW Cl
<br />Z,nw,* 3/=, ww 12 11r mc, PWIJ LABELING TO COMPLY "IN SECTION 1709,91 OF 7PE FLORIDA BUILDING COM
<br />%""'k 12 I�T 01V" W WASHR 1/410 TAPOON 0 r C2
<br />A%WX I i� '1 0001101
<br />I eo WCON 6 61 oc 't A 1/321 wm Will 3/32- W= NVr &I) MINIMW EMSWMEKT OF TAPCON ANCHORS "0 POMED CONCREIE %WL BE I 3)e AND 2' FOR PAN",ATE
<br />wm ji
<br />Zlm' FEMALE ID A, PANUMAlt PWS,
<br />SM) It 0
<br />In POWADED OF PlAlt MINA" EMSEOWW OF Ile# X 7/9' MX-04 ANOWORS WALL BE IS I/W WV0 tOkORM NO 00000AAW INTO
<br />"K. C WOOD #1+-tO PAMELMATE
<br />OF PLW OF PLATE #14-10 PANELMATE P 4- ANY FIW )AAFERIAL $HALL BE POAMTEOL
<br />0 0 1/4' M
<br />FLAW as
<br />M%u i/V 0-20 SS SOM" SOLlS UM $HAU, W LONO FAKKIGH(StiOULD My FINISH MATERIAL EXW) TO V44M 3/4-
<br />W INUALIAIXIN INTO ANCHORS,
<br />moubm I U=m WALL AIJAMILALl r GAV M EL AT wwom OF PLA OF fLATE
<br />MAOSEW 'IPW- sr
<br />LBO= ZM 0
<br />r A A.3) W CASE TW PWAST STOIA� PRECAST CONCAM PANELS, OR PAVERS BE VOUND ON TME VQ$TIN� WALL
<br />&XIERK" fn WZRHATP*T §W I LL FLOOR, ANCHORS Wd, BE 1.000 OVM 70 REACH IHE MkAl S=CTClW SEAND SU04 PANELS, ANCHOI
<br />IM LIFT SCALE 3/8--t- WA
<br />REGU Ell a VIING m BE A MOMNO IN A-) mo IN &2)�
<br />SCALE 3/r.ri SME am
<br />No, 44167
<br />0 OR E 4* IJU SAEM PANEI
<br />ScAu: 3/6%'T" DE (High Velocity Ow 0 Unit)
<br />9=1 SCALE Vr-l" "IDA 01111,MG, CODE Woolly mu, no Zorte)
<br />1. WTAUX1104 AM W&Y *to FOR SUILDIPACS WON A.S 0� DESM WADS % FLORWA BUILDING CODE (fth V'Woofff Hu 'gone Zone) LORIOA BUILDING CO 1/4' 0 TAPCON ANCHORS AS MAWFACILM BY CT.W, BWLD*. IWO,
<br />Im" xv* wo. 114* 0 A, 7/9' MK-01 kild"Oft AS MAWFACIVRED BY QEW4T INC CrM-TWO p^j) immq� W,
<br />95 . A
<br />VP TO 45", -72.0 PVF AW PANELS LENOM UP 10 lr-lr� z %0,4 W" Am. W_ %lo 44 1 z 20 GAOE "WANIZED SIM STM PANEL 20 OAM GALVARMW StM STORM PAM
<br />mo.4 20 GW i;�
<br />GAVANIZED SM STON PAWL 011901 Im "14 ID PA -Z I wl
<br />:�t' (�
<br />2 MR MIN WOOD DIANE cowfwmw am MEMBERS 10 BE SWT"m O"m or, 1. PISTA"TIONS W ONLY V" FOR RUILD0108 WITH A.SD. DO" LOADS r0AA4 fl) ANO PARM144TE PLM ANCHORS, AS� MANLWACILRED BY ELCO 0ONSINW10
<br />I Pid')
<br />P09 W 2. W/ _-MM 001511Y OF OM OR EQUAL UP V +5" -72,0 PSF AND PANELS WON UP TO W-W.
<br />I "I"/2m - "m PROmnom MRIms, uc,
<br />OL0119 PROMMIN PRODUMS, U.C. ATE I LTE C -0
<br />AM. . \ QWUL Fmcnow Pmucls. Oft Pr klEcallm
<br />IILIECOIIM*� MR WW WOOD FRAW CONSDILCT)ON! WOOD MEMBERS TO BE 500"N MOD m swm
<br />PIKE Wo. 2, Wf SMM DENSM OF OSS OR EOLLAL "Wr
<br />61 art, ruff Tv"o") Ak 00014111010 Vo~ rRm.
<br />A (1114*14-IMAk
<br />"KAV.. 4 'Ame pm)m 20f7S 20-17's
<br />Am Ow -. Aw m. -.. 0 (0-0= MIOSOSM-P _7542L *�w (WHAAW94"T MARK ft "'AamNlitz- ft, ft
<br />ow-l" . I 6N 1; 1 - " "' !! Ft - ,
<br />§vE=nmffiE:=_ llizm AIL f w or ss 4- iff M-5 APE. 9 Ee
<br />$644/mmorullm4ftir C&Mw'. - am 21
<br />COMPONENTS FOR SERIES, 2QQQ it I QQQ E-Z HANG ST12RM PANELS 3/24 0 '. 7'" IRSIAUABON DETAILS FOR NRLW�209 ANQ I OQQ E=Z HAM UM
<br />1 '/2* OMS 7 f4w/ 0 Wb (sm Wit a vBvK S� gol 2724 V/24 O� pou Nm a *I" eANWI) INIQ EQUREQ, MQUIE QR CONGREIE BLOCK
<br />'/2* to odwan *4"m* w T 14 r
<br />�42t -- 1'. it" .
<br />I I -.0.0�- *w AT 2 1_7 6
<br />I CWKWC AWWI
<br />(TOIAL q__ on volux" 04-N 4 VAK A� ;-t Cn -6--o
<br />F 3m ir _rwl
<br />Vr T V
<br />_____r i�_� W
<br />W
<br />2
<br />/A
<br />3.spo. I.-
<br />1 2SW T 4 CD
<br />--N r 1 60 x v
<br />2. TYR. AM A -SW m
<br />NMZ 1 4
<br />G-W GALY.
<br />ONAW SO W4wLv
<br />tj
<br />L A > 4SJr
<br />-ow
<br />5 Ave
<br />4k,
<br />(1) STORM PANEL i'm
<br />4�7 - I ..
<br />rar 71_�
<br />I I'M i r4irn,niri-Arrm I"t
<br />v.,'A 61ve
<br />CL
<br />PANELS Do to
<br />sr"00"m
<br />TV 7 TO
<br />ol HEMMED MM' --tCM5%AX UN $HW WOR wm wwm--, Emw oew 70 CAM, 3.
<br />M� Sm mplow BE wallm
<br />rl. I 1 0
<br />0 r W. WA101
<br />fjMRSEQ 'b* M= 111 w 1 1141 I'lly I I y 1 1-1 u 11 Jill FIT IL mill llq44
<br />BEE MM 4 BELOW
<br />cow 0~
<br />I
<br />T"ICAL, EU=Q0, EQ8 SERIES I= nn= FROM t
<br />uy"ll FOR rLe"
<br />2 No "C"SAwl,
<br />9041 4w A " I- FRAM., . FROM klar'. T'
<br />MN91. OWE OF STMXIIP� &FEW"
<br />t If
<br />If ;I
<br />W
<br />_.Ar _jr-'H- NA- Am,
<br />I I
<br />f le - 1,
<br />ISOMEMIC VIEW DETAIL A 2 2.060. z z 7 7 C-
<br />ROUNDED CORNER 91NDS DF PANEL's ar
<br />1225'.7 . 1 i 0
<br />a
<br />ENO UP W/ HEMMW EWE
<br />(N.T.S) Norm colt
<br />W
<br />(1), Nmw ge "a low; E - 2 WANG STOW PANEL SYSTEM WNS"a OF PANEL t
<br />1. = AT TOP & PANOXATE PLUSORL 15"tojo
<br />W/ PmWATm PIIW41.-
<br />A�W'.ve AOL 2 .2
<br />(1), IQN��OQv E - Z tW* STOW'PAA0. SYSTO M616704a OF PANU
<br />cot. TRAM lop A BOTTOM, (2), M'PANW SNALL �ALWAYS BE 0"EM 70 BILL ANALL BY MEANS Of W.- 1101� I"'
<br />M TO WRW lRAQXMH0W*r A StOP W 11ACK B" PANELS zmw,
<br />Kj'y A," rn.
<br />?-mutt -/I' - OR 04 um a)
<br />MM-m"T' 4 Irc PAM, alto wit OR lZrAgnt mari PA 00AUPW
<br />6051-16 Akm ALLOY 1 -0 TO V il�D J ME=
<br />(3), IF 1.�V PANEL% ARE COWED TMAl TRACK, t.Of?" - CONSISt OF OESCRIM ON WALL ANQ 4= MIMUTING HM
<br />SH4U
<br />,"OV32N 10190r W19 OR I/ MK TIVJ. rMW AT WALL IWOUbMidd ft= No mm OUT m2pulmma WS1,
<br />VMRIOP FIAT FILA14ASS OF END RVO, me- CEO
<br />L TIO VV0
<br />at
<br />11APPO earrom OF F/mENERS AT ERMEP rO 0)� FOR CASES Ai" END PANELS AM USS,*AWLY W/ IS* LONG 0 ELOOR 'ro Caj -,"g INST, Bulp-
<br />BE EX.
<br />wma. EOXM mn Bro, BAR,
<br />(4)� IN CASE IWI ENO PANELS AM NOT CONNEC0 TO SOTIOM VA% Q.c A STOP IOR (4). FOR WWAVqONS WHOM END Afflats AND SOME 0 14' Am
<br />TO BOTTOM TR-K MOUNTED it owma SILL WAI.I. 0' PA, ONE "m wt wou'"Ext"
<br />TDAJ.' 'w In mm. WLL ft mmmo l=ANELS AVE DIRECTLY WOO
<br />jW OOW TO CW mm J�)� IN SUM4 CASE. OONNEMN OF PAWLS it
<br />AW Im -.=T-
<br />MAY BE USED &NWEr 1"R" AT Allgo CK TO Iffika
<br />MUR At IWATION, :�Tmm PANEWIES 3alms"a" *N ma=o IN 3 OF NMl OF IB
<br />ON SKET AWHO Sct;EOULE 00 SHM 2& w 4
<br />(S� SEE SOnON 24, SEE By AW w w
<br />'0001010 w 9 FEV 1:1fi *. r.- MMIA-MlYZ alk-M-W 2L
<br />to, M mwamw - RICH, SIDE mmk" Pr.) m's
<br />C11 OF
<br />'MA'v\ VI)ACCNA410
<br />BY
<br />S" Tow NO. 441
<br />Ow mo "B"B"N" N.
<br />E
<br />K
<br />8
<br />LORIIDA 0011ANG,COIDE LN�h Voloctily Hu an* Z*A*)
<br />t 44167 �PPDE,
<br />LOMPA BUILDING tLo
<br />FLORIOA BUILMING, CODE (Nigh Woolit Hurricane Zmoi) 2tell -at
<br />! �wh mu no Zmo) <
<br />*2m Im"m W_
<br />STORM PANEL wm OF 20 ow GALVANIZED Sm STORM PAREL z
<br />OF 20 OACE GALVANM STEEL STOW PANEL ro. 49 No, 4 187 20 GAGE GALVANIZED STEEL
<br />L-r M.__� 0, -
<br />mom Pouncrom PRomm uc
<br />wo� z
<br />=E w GMAL PROTEMI WAM- I1Y I- _ww_x 11LIECO
<br />S
<br />'. ? ON PMUCTS. GLORAL PROMnON PROMIM, LIZ.
<br />I(!) 3*xawuj N zlal E =Cs� - A S'N' 1p sow
<br />I I" LONG th � %1L rL =14 20-17$
<br />20-176 O"Pow-7044, fst, 004)"o-m
<br />OM-T5 AkM &LOY
<br />Fx sw�wi
<br />H-21pm F14-9 . I � AWNT. OF M
<br />t_t w-
<br />41
<br />vVP I , mvp 22 at 20
<br />SHEET NO.
<br />SH 1.2
<br />I : __ - 1 [ ! � L 11 �� IA.iL[hl�kl�lif,ltl�,llii;IILikjl�l.,klli��j��al,li�;,i(w�l�.ii,�ll;,��iL.���� A. 'L I ;l;tIl I - - I --I
<br />
|