|
Ctl da ',sd
<br />tLla^JNEN AHONOR2
<br />WALL AND FLQQ,8 MOUNTING iNSTALLATl,0N--M �W"N"�"➢E�' PE
<br />L➢" +SS.a D�sL. -x.0 P A
<br />(SEa xalmUlE, SPUT PANELS tE «�
<br />1'C`: - y1�1 X IY)t/ah TNR.f BOLTS.
<br />,+041HG I YSY.tff`#-4' :�.• g•r91118•fp•_n••
<br />CONCRETE I f I/4'I f /f 1 ,Wm TYRE i i Yet.
<br />- t-.... fA,'m /ieeL i-(-• ...� 1 _-i I ' �'
<br />feAtRRA II L..._ 9➢i}•Yn utPO : (DDe>-T♦AUQrJ 1
<br />trm yea ar> L I d __(
<br />1
<br />A i { F�' wnimel (s�
<br />i /- - r� - 1• , uW♦i Z
<br />a�`na_r
<br />1 1 f DF GALL
<br />B a AA Foar A a m P a/,u r av &x a I
<br />{ 1 .. IF, P1,9:tD1 1' a ,• n WW �.•..__{'_,. I' Fun
<br />t/2. I- PafET8A711➢1 111 _. J.v l.-_....l �a�._j3- >..,.. L.. `:
<br />X CALB, meat . L
<br />} i.... .f . _ ... ,r_A, 1 i..,,_...
<br />�YYo CX SHALE: If+`.x' I` SCALE: 1. A
<br />} ! A Ptr+Db P o.'. MiNR 77
<br />leK *� Ysb+ �
<br />1 ae Iss.o D"Na.i -Taa was vx aFIfA I",
<br />x
<br />"'a
<br />not nw.
<br />SSia6'S-Te
<br />I I`
<br />-w j
<br />{ ji
<br />t
<br />i rz
<br />/"( i---,mow :♦ Lm. HTN[IRATPw atP
<br />mi P. A1ete I I I '`T ss. �itt'�i C a.c Y 1TmlRN�
<br />( � FAIEL`-0• Mw. PHd1 I + (� �/4ti ifwu ePvs 1 1 ,
<br />A 2 �
<br />IIJ
<br />- Hun ANrAF H .
<br />. r5Ex�Aim
<br />4TYs x a 2A Y I® s (T toPT4 actroad qf. ; � "CON N AY = (%£ Ytat1R`+ _emus•
<br />EL€tL1lT16itI $EGIiStN E SPUT SIORi4 PANEL ELEVATION
<br />f SCALE T/4"+IT" SCALE 7h"y+' ta°rew,naty SCALE
<br />F.H)E LS
<br />.,. .•� L T " 17 p i1U1I ION Sf%41Fn1iIr
<br />•"`•C
<br />MaP. NULUON
<br />REQUIRED MIN.
<br />.+
<br />'L_-4
<br />cmNAm AACH4R±
<br />SPAN (R) •
<br />TUBE MULLION "
<br />(a'--e'
<br />2' a 3' z IjB"
<br />T
<br />Y ON 3tf6PULP
<br />ON SHQts P d ➢)
<br />AJOUNINIA
<br />\Np AAAA
<br />AY"G A:71 '
<br />> 4'-6' m 5'-e'
<br />2'. 4*. 1 fB'
<br />1
<br />I ��_<'
<br />ANAL w W-e' I RATIO
<br />tD+PfN d 7u -1. MiAA
<br />rr x.a P+t_ -Ten D�f.
<br />r •��'•y�C.Efil$/a`' ✓',�
<br />`'
<br />> 5"-8• iq S'-,A'
<br />z' . s- . f/8'.
<br />LhpiRF AHCJtIXf➢ t
<br />a (' s
<br />ISPA ➢pRDNL
<br />PN Nits e k ➢) ��! ;,,
<br />SECMfe 1. 3.
<br />SewET f
<br />- No. 44167 _
<br />> 6 -50- To W-D"
<br />2' z 6'. 1/8'
<br />SECTION 1
<br />SCALE 3/8aT'
<br />" Up IS i55.OFO.Ri hSD2DpE3Y50yDtpL�PRBE{55tiNE MTNG
<br />•• ;AN
<br />5'STD '6 LENaTN. REtREa
<br />NOTE MVWaN CAN AS7 8E WSTALLE W/0 STORM PANELS ON TOP
<br />OR BOTTOM SO THAT n R IACATED AT 57,E OR BOTTOM OF OPENING
<br />PONE PANEL, DREHLNO W/ rUSE TOP & BOTTOM)
<br />INSTALLATION DETAILS FOR REGULAR PANELSCl) & (t
<br />INJO EXISTING WOOD STRUCTURES
<br />J
<br />' GMALLD
<br />'I - RAWG- ID
<br />N+Pn wa? 1N¢ tOpve • i PP
<br />I:
<br />C ,P W A iwAffiA. t: w R4P e➢K
<br />I /f � 1NENw> gwPY[VAY
<br />U.R RDPw➢ r PL,
<br />5 / 1AW'N.RMSrf'S4. 4 )PLO, / N W tltaWdpD¢ IwIBR
<br />1 fYa !r PDr➢,mP PD4)NM1TPtt H - .,e1 ` I W,. 111R,:WwP itP[mEPN1 Vi (�Wrti ♦OW
<br />II''. ' •' HLICmtR R ♦ilD ttMPu¢wR,
<br />1 /
<br />I aw -'+9 WLtW scan ArA➢n. m sa.n (( �la,o DPw 1FAttR- Now JJ
<br />1 _ NJW T1aE YQ/
<br />,D.3 sale - r m Tw taP rn rwae r.. �i ♦ 0.P: '
<br />)'• i
<br />2 •
<br />f
<br />u ,
<br />i 'f -GP•-'
<br />n4 1(x' Tr Mu AT9HWL N! I
<br />I/A^ t�tD
<br />P $ 1
<br />t k 1,rMN
<br />If,
<br />r�
<br />4•' t f -,,W' P t I�APC II TE
<br />' �' i C^.:..' , A '� I •l� ice` (,I ' G r i� 1'rJ' P• 1i.
<br />1 . I
<br />T WDe iu
<br />T _ n r'Ir�'Eeus r us.
<br />tr I
<br />ON
<br />,a,�'t•aY°ubY
<br />d1
<br />w PAK
<br />agC1. 1
<br />WALL MOUNTING
<br />? 4 INSTAUAIM - ALTERNATIVE 3W A w>4WA
<br />FAaf♦ u t/r• Ps
<br />SCALE_ I/4' � t-
<br />' � YY♦xWiBk i
<br />a� j
<br />ro hew H1PAe ,
<br />]
<br />NPOR AUA -
<br />BUILDr-OUT MOUNTIN FtovarEa I
<br />v �+PeYauwxxA.mP '--a ==W..yA T rAy- tP.,t1//�r' 'N.n:
<br />i! nALLA,TION ALTERNATIVE i W E- f--jQ
<br />, NG ilk OOR MOUNTIN _ALL Fi Y
<br />SEILL_ i"I G Ac ,OQR OUNTiNG
<br />d S -
<br />��� •j(QUNTING INSj�(J<<PION - ALTERNATIVE <Ltt i"�IIAT(ON_ xA—_ALU`Ni7tVF„M
<br />(SECT" AT TOP IS LIMITED TO +5&5-67,0 MAX, SCALE, 1/4" - 1-
<br />J} ,j�ION -ALTERNATIVE 3W
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCALE: ife 1- SCALE: 1/4- i'
<br />Tr+•w3r
<br />!�• i rr NmD Prx
<br />w
<br />I rmoa,�
<br />N> Pr9, .I,AFn
<br />__ ...__ _ rPCrdR11�eNPnwsm
<br />Dad tl srMa oa
<br />E� IIOUNTiN©
<br />NOTESN AY\Jr\"RI IMT�L4t AAAAAMry ���T 1/4•��r
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D. DESIGN LOADS *� •y'(Lti.,•••"•. ;f�t/'6y
<br />�;•' ••,'
<br />UP TO +55.5, -724 ;, G.J. AND PANEL'S LENGTH UP TO 8'-B-. Eu i$f$ '« FLORIDA O i Velocity Zone)
<br />2. FOR NEW WOOD FRAME: CONSTIRUCTTON: WOOD MEMBERS TO BE SOUTHERN �. • '. _. LDRIOA BUILDING CODE H h ty Hurricane Zq..o.
<br />-_
<br />-. d2G'tTN T4TECq P0.': ?D GAGE GALVANIZED STEEL STORM PANEL
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. '• No.F67;
<br />y0g pg OMBWATION OF -�Ttr7N : z �L. J GLOBAL PROTECTION PRODUCTS, LLC.TKKK, a w. 5, TOP & BOTTC)M MOUNTINGS ('TAN $E ``pfi '• i R
<br />E.'L=14COMBINED
<br />yt ,./�.3 T TcsANP a ENotNE[RW9 CPfwANY
<br />IN ANY WAY TO BUT, ANY s F �?^ ..p xww�LeaPwm�� PTOFIE i➢54)6NN� -73f5, FAc: t9x-an] I20-176
<br />S••... • ,�TYis w w.. Lxbl N-,stb . am» -
<br />AAAfAAAf/I
<br />INSTALIATIQN.
<br />I' UN\'"" EEC *ASTER A TILUT Jr., e a
<br />ap�IgK
<br />CDNGWETE ANCHORS CONCRETE ANCH I* FOR to'RETE ANCHORS, SEE SU%EE'UL6 am SHM f4•
<br />(SEE SCI aux ON ;., (SEE SC}HOVIE WI ". FOR WOOD SCRIYI $EE SEGTw1H ON SLEET M '-"�
<br />SHEET r4) . IA 2/4Y 2Ay'•4, V4, R 4/4 1, 2 & 1w 15 1, 2I & 1w/15
<br />POURED CONC+�tE �:i. t' wA.` / "` N" T• mn.
<br />j.25D" COON ( - .5:ap' ) a
<br />Woe z
<br />I -.•
<br />.' .- ti}
<br />POURED CdNCRE,E
<br />NEOURED
<br />t i i I
<br />i I
<br />j T
<br />i Iil�i l; i ��I��II�k iI I IIVF 1.
<br />1
<br />r , ) IF � - �, , 1 IN ( ��)<
<br />FOR T.� ARIA P+ I m GLAS%P�MATfp` 1
<br />a1/EVE2•"rD,E. � � a1/2�`G.c. $ Y I � 1� i i i 1 I !` i T � "�
<br />Ek(
<br />i
<br />t I !
<br />` 't i'wAi° M,AGft9E t 4- t' NE i
<br />h M�6
<br />S f I Mtn. CASE
<br />%B ( ) I w G I SP WM W i ( / ST'EEa/Ulg
<br />i } I / R /
<br />{ TO S2 9 EEEE D.G, ( Y
<br />3' MIP rASE tt}
<br />(PEE DEN, t/ti)I, 4 f2 � � Tq a3a a t/z O.C. S
<br />I I fy ISLE DE7. 2fTA) Ly
<br />f T Tyr 7
<br />(f (([
<br />t V(
<br />I
<br />FEO
<br />ii
<br />D1C/iTIKs W i1
<br />E:j!
<br />EK S1
<br />t MT NtttDw,CA) e 1R
<br />Z
<br />AT
<br />15La1g
<br />/A
<br />fTi
<br />Ia 2TEE/
<br />OQTE II f. (SEE DETP
<br />OR[p I 1 I
<br />BLOCK WALL
<br />REQUIRED
<br />O A 2A 2A/4, 3/4 OR 4/4 1, 2,A 4/15 411041 2 & /w/is
<br />I ON
<br />a ON LIF SAFETYRNATE PANEL _
<br />I AREA WING LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE 7BEUM
<br />t[EGUTAJI PANELS W/ R - .-.--- SAFETY pme- -^1
<br />WJ0 REGULAR TRACKS (SEE NOTE i
<br />~
<br />CONCRETE AIXINOR^> ! / .-.{�',. BELOW) W CAST PADRE 1(� TO BE INSTALLED AS
<br />LIFE St
<br />(SET'. SCHEDULE ON �/� / . - WIAMi OR SLAB P E I4.. AlF O M ALWAYS BE PR01ROE0 M%`REAR RAN LOPENING E
<br />E �1- A� ,I
<br />SHELT 14) �`( PR1RID oGNCREfE i AWN, MNORON) TO FAC3NATE HSTALATION IF INTENDED
<br />ifG1H CO
<br />CoM, f-,•.f•T TO BE OR REMOVED FRp4 ItfSiCW
<br />CGNCRiti ANCNpWS } - :,
<br />jmf?INSTALLED
<br />'- OF S,t'NMTWRE
<br />(BEE SF 0SHOET
<br />4))-`/ -----EA.
<br />W TION
<br />WALL Ai0UNT1NG INS't"ALLATION WALL AND iWAUJI110N SCALE 3/32`-1•
<br />R -_SECTION t scAEET 3fB' - I. - SECTION. 2 SCALE: 316' . I* �A � 1 '
<br />!mot ft` N h. fdP GAP
<br />NOTES ON i S F' �d[FTk' N,(�I(�Ai.If.1.��.1�1..1NST( t t�ATIOt4,:
<br />I:. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) - `- t
<br />1
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS}. 6 ((At NOTE 4 THANWIS B LtAALLTEtiHA'M LDrAnON
<br />5EE NOTE f)
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADhACENT TO RECULRR PANELS AYEANRS.
<br />(W/ OR W/D RE.e" TRACKS.) NOTE 1)
<br />2.. LIFE SAF£'M' PANEL CONSISTS OF 0.039' GALVANIZED STEEL STORM PANEL AS SECTION 8-$
<br />PER CO!MPON�, SHEET 2 OF DRAWING, SCALE 3i32`m,'
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE #!SIDE OF
<br />STRUCTURLIFE
<br />E,,BE
<br />J. S TOP TRACK TO BE COMPONENT BOTTOM TRACK
<br />OMPON�
<br />Y S•
<br />10Bt
<br />COMPONENT �7 BEINSTALLEDWALL RISFLOOR MOUNTED FOLLOWING SECTIONS .��'`"�iG¢,I''•T1N�i1'J';
<br />2 ON THIS AS WELL AS DETAILS I 2 ON �3P:
<br />SHEET, & SHES 14. y�tjENS�r
<br />4. Min. LENGTH FOR COMPONENT (IDS t5". FLORIDA BUILDING CODE IHI h Velocity HUtHcana Zone
<br />N0• •. *
<br />Mo. ANCHOR SPA41NG FOR COMPONENT ANCHORAGE AT BOTTOM IS GIVEN ON c � Y¢tlm 1LLTEN, aAc 20 GAGE GALVANIZED STEEL STORM PANEL F.P.
<br />SCHEDULES t & Z SHEET' 14. ' * _ RNTN on'
<br />COMPm E)4T MAY BE PERMANENT OR REMOVABLE
<br />S. SEE DE'uU65 FOR INSTALLATION INTO WQOO FRAME HtALWEET NGS 6N SH55. T:�'S° ,- AT1: p' _--�'""1 it GLOBAL PROTECTION PRODUCTS, LLC,
<br />'. - - VIGO S.W. 51 STREET
<br />f>+i
<br />tC$s n••.•
<br />5. SEE SHEET + FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSrALLATK)N OF a4' J "' tUT n!BTINQ a NEFfilA6 CDY ANY CAktE Tt- 33Tt4
<br />AN AA v�A`U "" < Ama xv)�weWrr'°P: mtK (WSa)ee➢-r,li5. €AA: (954M6G-b]➢? 20-17iY
<br />TP.ACKS BEYOND STUCCO
<br />SPACERS AT INSTALLED ADJACENT AND TO O BAHOS. 4f lum°i.�,`ns+v'x
<br />fWaQ 11 JIAN,AaSi CA -BOOSTED Nwu,Y. DMWIfG NPR.
<br />Aexw Dna Dmw Am
<br />'P.E 5#A4rSIPMTU!✓FSQAIE WALIER A, 11Li3T Jr„ P.£ WP,x_w
<br />SHEET 13 aF 24
<br />MAXIMUM PANEL LENCLM "V_ SCHEDULE
<br />HALM IWO.r FOR PANE15n &M5d I STALIAMNI AS PM SECIA'M15 1 THOU in. M 4NF1TS A- B A, At
<br />YAkiuwi E-RDI.E
<br />'FA1M+D°RIP t,t!•7
<br />Ye. P LLTiGfN yy}tAR+W PAILCIgR
<br />csEE` ) i m UwS€
<br />PANEL
<br />Pl
<br />E m ScCO0
<br />THEN
<br />a554, -72A
<br />T-5. OR LOSS j 2 1 j#'
<br />UNBOLTED
<br />I THRu 8 A]
<br />a53.8, -72.0
<br />>7'-5' TO 0'-8" MPa. 2 3/4'
<br />UNBOLIto
<br />1 THRY 5 & 7
<br />♦55.0. -72m
<br />>8'-R' TO ,1•-2' Nat. 2 1/2-
<br />' mlMTmOSRmw,G,N
<br />B
<br />•HINT. -440
<br />.- 12'-4' OR lESS 3 Tj2'
<br />) ` N
<br />0. 9 $ ,0
<br />' SLILETED W/ I/i14-20,1' 5 S Ma ! 7WNC1Wff AT gt'DPJP a YN[dENOLH # RLHM
<br />NALIO ONLY FOR PANELS(•)& PA. O&TAISAXIONS AS PER SEiRetN9 I THRU 7.ON SNNFF,S A :k 51
<br />MkU" A.S.G.
<br />mm
<br />PRESSURE
<br />RAT9G SP.e-f_)
<br />ANKH" ANCHORS SPACING FW £A e 3 s/,2' -
<br />.APPLICABLE TO
<br />P BECTGDR, & T LER.M ANAL
<br />ANY CL�fRNATOtf 1 LFAtGDF .' [n-)
<br /># 'RiFif I
<br />X;Pcw
<br />1 CF TM-OMP
<br />CLK-N
<br />PAPAiNATE It3W£ D
<br />PANRMATE PUTS
<br />m ( tE ffiDGiTE
<br />TO GOffCPiIE
<br />Cg1�iL tE
<br />TO PRnCREIE
<br />C EYE
<br />TO [ONCII'm l
<br />BLOCK
<br />m OOifCtEl€
<br />o
<br />6' ) N/A
<br />I HfA
<br />H/A
<br />$'
<br />AiA
<br />b' AI/A
<br />it t S
<br />N/A
<br />N/A
<br />b`
<br />E
<br />S•
<br />i (BriimM) I
<br />B' W/A
<br />N/A
<br />N/A
<br />8'
<br />NVA
<br />$• HfA
<br />iY
<br />H/A
<br />N/A
<br />N/A
<br />IV
<br />1 NIA
<br />S" I N/A
<br />T
<br />N/A
<br />2 I
<br />+555, -72.0
<br />6• WA..
<br />N/A
<br />N/A
<br />6•
<br />NIA
<br />8' I N/A
<br />ti
<br />NIA
<br />7'-h` R LESS
<br />0R ESS
<br />N/A
<br />N/A
<br />S" I NfA
<br />N/A
<br />N/A
<br />r
<br />#fA
<br />$" N/A
<br />6•
<br />N/A(Tom
<br />3` 5`
<br />N/A
<br />N/A
<br />tCi—i
<br />6"
<br />0" O'
<br />r
<br />b°
<br />{
<br />4 & A(WITOff) €
<br />NfA ( NfA
<br />12 1/2"
<br />-B 1f4'
<br />12 tf2'
<br />B 4f4"
<br />G i/4"• $ TfA'
<br />B "I,
<br />0 5/4"
<br />5 g,R A'BDtT m) I
<br />FEE SKEEM to k It FOR ANCHRS TYPE & SPACING FOR 0951A11ADONS W* WOW FRAME BUKORIQ.
<br />VAIMAX ANCHOR SPACtNCS AND MUM EDGE O STANM_ ARE INDICATED ON THIS SCHICLUI FOR E.G. LOS
<br />THIN 00KA OD ON SCHEDULE ROME 410M SPACING BY BLATOKYNG, SPACRIO SMKWW ON SONFDULE BY
<br />THE PWOMPIG FACTOR. TOR THIS OPERATION TO K POSSNOLL REaUCm SPACING GOTA'tE0 ISM FACER
<br />S,YWt. NOT BE Um 1HHIH MNO`UM SPWW INS"= ALA LAW ANCHOR TYPE AT ANCHORS LEGEND,
<br />AwnMR TYPE
<br />_ -1/191
<br />VPOON
<br />VV!
<br />NS W-nP)
<br />i/451
<br />I+YPal1A*
<br />I/4b
<br />�
<br />Num
<br />,1/4R
<br />Ai--
<br />QKI
<br />_f/4'r
<br />➢nn3FT
<br />IAn A•`l'a1IL4 EAfdM Dn)
<br />3
<br />3
<br />3
<br />1 3
<br />Y 1/2
<br />1 3
<br />''♦1�iI,wlArtg Lrer+N MJ
<br />)
<br />T
<br />3
<br />3
<br />J
<br />3 t/3
<br />A
<br />Aar_ to am
<br />MGM
<br />i '/v
<br />--
<br />-
<br />_
<br />_
<br />1
<br />P tn.
<br />_
<br />WA
<br />Lro
<br />-
<br />T ro
<br />u
<br />1/4• to.. 5/6, LONG BRASS BDEa*4 W/ INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />C i) & )Ili
<br />I/NY-aiW2• SS. TO Sr B ,/4• G.c
<br />SAND. La1Fs N.O 1/4' O.C.
<br />,I Sr--w
<br />INTO EXISTING Y OD STRUCTURES
<br />.. tt
<br />PINT LD'm FEMALE IM m BOR NE R (NfAS
<br />U T i ,
<br />PMIFiMAtE 14 R ANt£UMTE Plll6 C
<br />i2 I ' 0. C WnFI i Km, THREADED
<br />/a in'
<br />.. ..,:. , -
<br />-
<br />J'.a
<br />t
<br />. m fiFI.OER FOR ALL LENCtiP" SIP PENETIGtOi+
<br />t
<br />1
<br />AP S✓SHlIDS d r{ L -./.
<br />/ LP H
<br />NI
<br />T AP, PErHTMOIXN
<br />wom
<br />7-
<br />� I
<br />+ ,t
<br />,
<br />s
<br />r
<br />,r
<br />:
<br />I
<br />i
<br />TDOMIK TIEKWA.
<br />!
<br />i!
<br />q
<br />i
<br />1�1
<br />T` NRI+?
<br />A i
<br />E0T_.
<br />EQ1
<br />' tl=
<br />ly1
<br />_
<br />I
<br />1
<br />L
<br />I
<br />,
<br />k , yt 2
<br />i 1 tkuN.
<br />E0• .t
<br />1t
<br />Ea SL
<br />EO
<br />E0 4
<br />2`
<br />(
<br />1
<br />1
<br />4 t
<br />N"
<br />1
<br />I
<br />{
<br />NFPLYFEO Z Z
<br />I
<br />HL
<br />1
<br />II
<br />WOOD HOWD
<br />-4-
<br />i
<br />ALTERNATIVE TW
<br />ALTER TIYf 2W
<br />(
<br />SCALE 3/B-I'
<br />SCALE 3/8-1-
<br />l
<br />)
<br />Ssmour
<br />I
<br />SEE SO LIVE of S-w 8 I
<br />TOR WTo T!d:
<br />ON e-
<br />"f FR
<br />WARAWN
<br />Tq GLAkB:
<br />i
<br />1
<br />(
<br />r
<br />3 o AriW e
<br />i EM£N'T' S7UP :+
<br />y „
<br />t
<br />EQp.._
<br />ti
<br />!
<br />Eap
<br />ry
<br />Cot
<br />I
<br />EO
<br />f1 I
<br />I
<br />J Eat
<br />i,
<br />1
<br />p
<br />£ -I
<br />1/4' W), • 5/8' LONG BRASS &USIONG
<br />W/ f/4 _ 0.2• SS. M.S. r 6 1/4' CC
<br />FOR PANEL LL W.5 IA TO 5'-0-AND ff
<br />+, .DILL {j'^ta' 0
<br />:, �'P4 } 3x'
<br />A,Ai
<br />I i AEGUeo,
<br />liy
<br />)))
<br />Ij4. DO FOR LOG" UP TO 8'-6' NP+.
<br />-
<br />2. PLAR,
<br />uatmFD tjII
<br />i,�
<br />f14-10 MNDJAM FONL. O OR
<br />P,/ANaF".LYMAln,E PLUS aI/2 • a o WIN I
<br />� . 1 (I/h'j,L16. bgFApEO FikEfMMM
<br />ALIERNATI E 3wALTERNATIVE
<br />�trto
<br />iI
<br />N1E/t➢
<br />A
<br />MGWODor EXISTING ITD MAT FOR
<br />.' z w4 PLATE.; a At;iiNlt+. # MATE.
<br />SCALE 3f8.=1•
<br />SCALE 3/8d1'
<br />-
<br />ALL LENGTHS up ToW-S' U-
<br />1 REQUIRED
<br />"
<br />FRAME
<br />jam,i�3�•N►Lf+
<br />DIR 9 �AL�J-f.YA7
<br />YJa r�.
<br />�� A;T�A��N
<br />����5 a ANCHH
<br />NOTE : SHUTTER TRACKS NOT SHOWN FOR CIART(1'
<br />M014X.
<br />u"CAE 318a1�LBL.
<br />sGAUE
<br />'
<br />AAifNtlttiaT�If4NNb
<br />ALL
<br />tf�ALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S,D, DESTCN LOADS)•�,.{[[fN
<br />UP TO +55.5, -72-0
<br />PSF AND PANEL'S LENGTH UP TO
<br />yNAa `N..
<br />';' i
<br />FLORIDA
<br />BUILDING CODE Nf h vilooffy Nu
<br />One Iona)
<br />.6'-B"
<br />2, FOR NEW }MOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />�`• .
<br />_ (w ITS c.k �.
<br />MORO r6mw-
<br />ZO GAGE GALVANIZED STEEL STORM PANEL
<br />-
<br />4P t '
<br />s
<br />=CO
<br />GLOBAL PRO CT OSTE t N PROOUCTSa LLC.4Baa SA. 51 st WTOP
<br />& BOTTOM MOUNTINGS CAN BE
<br />A� ,M�: •.-_. .
<br />TT:9TNe an1 .
<br />GAY¢, 2 3J3,♦
<br />2
<br />COMBINED (N ANY WAY TO
<br />SUIT ANY
<br />Xr-176
<br />s4 A '
<br />w "" mN,:rg ,TM i
<br />PMOW_: (9a,7ae➢-1s,5, FAX: (wa s➢-"eT9r
<br />INSTALLATION.AA/FANtt
<br />,
<br />HtH97t. ;E �A1✓sLwAAnAE/G,A1x
<br />tA-WGeriffi
<br />1NN,fHN A TWLt i:. P,E
<br />+.a®m, �P'r. sae �. m7 aw.
<br />r m t1-tu A
<br />• 441i)2
<br />, - -
<br />Sf�T h fE 24
<br />STUDS 0 EVERY
<br />OVERLAP
<br />('2 T/2' O.C.)
<br />TO HOLD PANEL
<br />.--.....At END PA1dEL
<br />j
<br />I
<br />I
<br />j
<br />6
<br />t
<br />I 1
<br />f
<br />I
<br />'.
<br />{t STUDS 04ERU
<br />{ (12 1/2' a. C
<br />SSS To HOLD PANT
<br />Sja' W. (CASE )
<br />�{e�ey�, �#)l�Ili�it�!»lei�iRl/t�R.I��I��R7�f•�
<br />>M ,i ANCHOR ANCHOR
<br />DIRECTOR
<br />rI MOUNTINGr •
<br />MAXIMUM
<br />e AA.S.D. 6 k ` i s ♦. AND
<br />A 'eArk .k a+.ix is `# e.�B ♦a
<br />ek aCONCRETE e 3T _ e> i
<br />/: 1 n1, •6
<br />Y "0.
<br />DESIGN
<br />POOL (NE .T.
<br />RATRG •
<br />AA'Aw
<br />C, CAP -GOP
<br />OUX-0,
<br />PANEWQE FEMME O
<br />1 PMW MATE PLUS
<br />APPLKABLE TO
<br />LEGIONS 0 a
<br />Y CdIONIATION
<br />OF THEN
<br />IANQYNFIf PANEL
<br />iFidOIH i' (1t)
<br />To
<br />CONCam
<br />BLOC:,
<br />CONCRETE
<br />TO
<br />&RCA
<br />CONCRETE
<br />To
<br />CONCRETE
<br />SLOCK
<br />TO
<br />10111 IE
<br />To%
<br />COHCNETE
<br />BL)CTO
<br />CWGRETETo
<br />10
<br />CONCRETE
<br />BLOCK
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />6`
<br />N/A
<br />I & 2 (TOP)
<br />+55+0. -72.0
<br />9`.
<br />7'
<br />9'
<br />9'
<br />9`
<br />I 9`
<br />9'....
<br />l'
<br />9'
<br />I 9"
<br />7 (BOTTOM)
<br />5-0. OR LYT.S
<br />6"
<br />N/ A
<br />N/ A
<br />NA
<br />/
<br />5"
<br />NA
<br />f
<br />8'
<br />N/A
<br />/
<br />S.
<br />N/ A
<br />I & 2 C"OP)
<br />-66.0-.-320
<br />9"
<br />5`
<br />, p
<br />7 2
<br />t
<br />9"
<br />1 HOttOAA
<br />(BOTTOM)
<br />r-
<br />5'-O TO 8
<br />+55 q -nY O
<br />8'
<br />A
<br />N/ A
<br />6`
<br />NA
<br />f
<br />fi"
<br />P4/A
<br />6".
<br />NIA
<br />f
<br />1 & 2 (TOP).
<br />7'-b" TO H'-6".:
<br />B`
<br />+`.
<br />6"
<br />6'
<br />°a. E. .A e.« La1f
<br />MAKIN& A-13Z
<br />DESIGN
<br />PRESSNJRE
<br />RATPG ,A
<br />AGE I (SU r 511r W, nWM TOP OF NOSE.}
<br />09 D (RDA a r Sal TOOK TF OF A MILE)
<br />APPLICABLE 10
<br />SECTIONS &
<br />. COMBINAT!0
<br />OF THEM
<br />lAA%1MUM PANEL,
<br />LENGTH LIMN
<br />TAPCON
<br />-m
<br />-
<br />C r
<br />m Ttr
<br />+49.2 -6lT5
<br />y 3'
<br />4 t/2' i 2/2'
<br />2 (BOTTOM)
<br />7'-6' R LESS
<br />+52-8 -56.0
<br />3' 3'
<br />4- Al
<br />2 (BOTTOM)
<br />7'-6" OR LESS
<br />+55.0 --72.0
<br />2 1/f 2 1/2'
<br />4- 3 T/8`
<br />2 (BOTTOM)
<br />r-6' OR LESS
<br />+56.0 -720.
<br />2 i/z' - 2 1/2'
<br />N/A NiA
<br />2 (BOTTOM)
<br />7'-6' TO 8•-0`
<br />+55.0 -72.0
<br />N/A N/A
<br />3' _ _..Y
<br />2 (BOTTOM)
<br />T'-6` TO
<br />/_11 1__N ALTERNATE /---, O"\
<br />i
<br />I O
<br />AT ENO PANEL '�=/I!
<br />'•-'d
<br />-
<br />---�--
<br />-
<br />,
<br />I I
<br />I
<br />I
<br />I
<br />I-
<br />- -
<br />1
<br />I
<br />11 Ik
<br />♦ rr- r
<br />9 �
<br />". _ • «ke Nei• •# 6 \
<br />sI T1111u119, e
<br />7a•Ile. ., _ 4
<br />No. 441ST
<br />YAnwM Asa. ➢EwN
<br />CALL. PANI3. AEtNbTn
<br />nQ35tR,E AaTRNR
<br />iD.A.)
<br />1" pt)
<br />[BEE sernma)
<br />� ant
<br />fT%.0, -tttl
<br />6'-8'
<br />Y 3/A' E♦AMAYEO
<br />SEE SHOT 15 FOR ANCHORS rYn & SPACING MR iNSEHL OICKS INTO WOOD FRAME BULD018.
<br />WWUM ANCHOR SWINGS AM W➢HBIW EDGE WIAHCP ARE IAIGCMTE2/ ON THIS Sp,mULE. FOR
<br />E.A. LOSS THAN NaGTm ON SCHaux PLACE ANCHOR SPAG!N¢ W WLtek111O 6ZoM
<br />SHOWN ON SCHEDULE BY SHE FOLLOWING FACCTORS. ITN, 7NIS Gd*PDXf ll TO SE POSSIBLEE,
<br />REIRM SPACING OBTAINED UDNG FACTOR SHALL NOT RE LESS THAN mo-UM SPACING
<br />INDICATED FOR EACH NVGHR TYPE AT 048E R tE m,
<br />Ile,
<br />/ E
<br />T 4'a
<br />f
<br />1 '♦
<br />/ 4
<br />1 / 4
<br />t 4`♦
<br />/
<br />AN(11g11 Tl#E
<br />-
<br />PRRXMTo
<br />-
<br />TAwRN
<br />�tA -GNfP
<br />PUS
<br />WN-N
<br />W. 4'A•"WAGING. (A41
<br />" 3
<br />S
<br />5.
<br />3
<br />2 f/2
<br />k(DPe PN,AK4
<br />w tw..)
<br />3
<br />3
<br />S
<br />3
<br />3
<br />AMR SA. aaw
<br />a8064'AJ
<br />RDR6L
<br />I f2
<br />35
<br />as
<br />_-
<br />J.
<br />_
<br />1fm
<br />et
<br />3 1/2'
<br />fIXr
<br />-
<br />tm
<br />CODE
<br />G MAXIMUM ANCHOR
<br />INSTALLATIONS
<br />INTO EXISTING COCREEIE A C=RETE BLOB STRUCTURES
<br />(VALID ONLY FOR PANIOS D& @INSTA IATIOW AS PER SECTIONS I TNRU 10, ON SHEETS 4, 5 & 6)
<br />NyA111N111}/N
<br />!(' •4 • z FLORIDA BUILDING CODE (High Vetocl Nurricone Tone)
<br />• No. 41=¢'£'m0• °�. 20 GAGE GALVANIZED STEEL STORM PANEL FP.
<br />motto TF , * 67 GROW eY:
<br />ST E * IL ECOIxc GLOBAL PROTECTION PRODUCTS, LLC. 07feW46�3°
<br />�4 14A�r .BGn W sl srt
<br />CT�1. "'• ` "Air A EN¢BtE COWAN, 1 0, FAIL 20-176
<br />' t •: 41'-"t� „ , tYeYR. n am TiONa: te¢4} -THIS, PTA'. tGa1 -81sT
<br />A r h.,: (NOG W,-15A4
<br />N NNN Iit,E. SCAV'Slit,TURWMtE ,wv, s awawe. sa : rt..r PDwRw :«x. tX¢.N9Ne ft.
<br />NAZI A WALTER A TaW IJ4 P.E. WP +4-,al. _ ' SNEir 9 OF pe
<br />am LIE AA412
<br />MAJGIAMf
<br />,IAtiexR:t T SPACN4 wR E.D.-� � 1/2• "• _..
<br />- - __ _
<br />A$.O. e7E41CN
<br />tAPCCii
<br />OF YAP -CRP
<br />CAIA-,N
<br />! a.WE',A411E PElletE W
<br />PANE{.MAYE PLUS
<br />+>pUp gLj
<br />APPLNNAf m
<br />sectlaNs l a
<br />MAxiMLRI PANEL
<br />PRFssuttE
<br />!onus
<br />m
<br />m � CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />Tq
<br />CONCRETE
<br />DIOCIt
<br />m CTRxTHiE,
<br />TO
<br />CONCRETE
<br />I @OG£
<br />TO OOAK3RETE�
<br />m
<br />CONCRETE
<br />1 8\Opt
<br />TO CONCRETE
<br />m
<br />CNXfREYE
<br />FFtDCat
<br />m rAHCRET£
<br />To
<br />CONCRETE
<br />BlOCN
<br />AAfr ccvBRUY,aN
<br />OF TIWAI
<br />tEX6TN �.- (ft.)
<br />G. N/A
<br />H/A
<br />N/A
<br />6"
<br />N/A
<br />5'
<br />� N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6" 4'
<br />N/A
<br />N/A
<br />6'
<br />8'
<br />8'
<br />NIA
<br />t N/A
<br />1 (BQRQid)
<br />id/A
<br />N/A
<br />N/A8"
<br />t{fA.
<br />6`�H/A_
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />50.5, �-72.0
<br />6". N/A
<br />BA I N/A
<br />N/A
<br />MfA.
<br />NfA
<br />N/A
<br />6`
<br />fi"
<br />N/A
<br />N/A
<br />5-
<br />6*
<br />.6'
<br />N/A
<br />N/A
<br />�
<br />�5"
<br />5'
<br />N/A
<br />N/�A-��v-,v
<br />N/A
<br />N/A
<br />NfA
<br />N/A
<br />2 (BOTTOM)
<br />.7 # 4 (TOP)
<br />>7"-5`. T� W--5-
<br />OR ��
<br />4"
<br />N/A
<br />NfA
<br />6'
<br />T 6`
<br />b"
<br />5'
<br />8` �
<br />p N/A
<br />t..
<br />N/A �
<br />3 (BORON}
<br />6'. N/A
<br />�
<br />N/A
<br />N/A
<br />$°
<br />I NjA
<br />tY
<br />N/A
<br />5`
<br />N/A
<br />N/A
<br />N/A
<br />_ `r (TOP)
<br />B' ( +"
<br />N/A
<br />N/A
<br />B'
<br />b"
<br />6`
<br />6'
<br />N/A
<br />N/A
<br />i & 7 (BOTTOM)
<br />NIA NIA
<br />T2 T/2'
<br />6 tf+"
<br />72 Sf2'
<br />16 tf+"
<br />6 tf 4.
<br />!
<br />6 7/i"
<br />5 T/ 4.
<br />fit/ 4`
<br />N/A
<br />I N/A
<br />S (TOP/BOTTOM}
<br />i50.O, -53.3
<br />N/A ! N/A
<br />12 T/2'
<br />6 1/#"
<br />T2 If2`
<br />I 6 tf#`
<br />6 7/+("
<br />fi t/s'
<br />8 1/i'
<br />5 1/+'
<br />N/A
<br />t N/A
<br />6 (TOPJBOTiOM}
<br />6'-8' TO tt'-2`
<br />55.0. -72.Q
<br />N/A N/A
<br />6 1/4'
<br />! N/A
<br />6 1J#`
<br />N/A
<br />5 tf4'
<br />6 1/4'
<br />6 1/4'
<br />6 i/#'
<br />N/A I
<br />-5
<br />NIA
<br />6 �R/BOTTOM)
<br />'-8' TO tt'-2'
<br />NfA - HfA
<br />NfP.
<br />NfA
<br />N/A
<br />i N/A
<br />.N/A
<br />N/A
<br />6 T/4`
<br />- fi t/4'
<br />Ifi'
<br />5 I/4'
<br />8. 9, 10 (TOP)
<br />,�� --48,0
<br />6' 1 4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />6 5jA' L
<br />6 t/4"
<br />8 (BOTTOM)
<br />OR LES%
<br />6` t 4'
<br />N/A
<br />N/A
<br />N/A '
<br />N/A
<br />N/A
<br />N/A
<br />S.
<br />j b'
<br />S tf+`
<br />6 t/4'
<br />9 (BOT10M)
<br />t2'-4° OR (iS5
<br />NJA NIA,
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />NIA
<br />N/A
<br />e if4"
<br />16 1/+"
<br />fi tf4- j
<br />6 i/4"
<br />TQ (BOTTOM}
<br />SEE SNRK£TTL tb, it AND T2 iT)R AJNCTIOR4 T tPE & SPACING FOR N5rALW10#5 INTO WOW FRAME BIMLEAART.
<br />MNRYDM ANCHOR SPACae3S AND AiPAMUW £ DISTANCE ARE NCKrA1ED ON nIR SCNfOUEE FOR CD, LESS
<br />THAN NWGTm ON SCHEDULE REDUCE ANCHOR SPACING 81' fAUL11RLYINO SPACING SHOW ON SCHEDULE !A'
<br />THE FpLLOWINU FACTORS, f13R TYYS QPETbAT4R4 '@ DE PQS$i01E, REpUCEQ SPACING ISBfANEp tRRG °ACT(Nt
<br />SHALL F101 8E LESS 11NN MBRMW +upACYIF. tNDNCAYFY) FEeT EACH ANCHOR TYPE At ANCHORS LEOD:N):
<br />A11a�iPQ
<br />5/4.w
<br />SF
<br />,f4'r_
<br />[i HAP-bYtP
<br />ft
<br />�Mt�
<br />Tftd
<br />,f4`d
<br />Yj4's
<br />PA161JAAlE �
<br />I;AI(-N
<br />BBtK+^RT
<br />t&L AtAIR SPAMG OA)
<br />-3
<br />3
<br />J
<br />3
<br />2 tf2
<br />J
<br />t1�PNiAwR 'R,IFINN (Y..)
<br />3
<br />3
<br />J
<br />J
<br />7
<br />3 9/]
<br />I4RDrsI t>ea♦w RNtA a+a
<br />; -
<br />,
<br />3 v]
<br />3 I/1
<br />,
<br />AL1tIK eA (EaBE
<br />F A •C
<br />T O R
<br />-
<br />..^3
<br />,.N
<br />tAO
<br />I_NSTAI�fLA119N
<br />Q AILS FOR REGULAR PANELS;),
<br />A U
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />if
<br />II' ,4-M1q PAHFLNASi S
<br />PLUS
<br />$t D.0 7
<br />t W s B
<br />/ /
<br />T
<br />> T7REFADEy PfT+RTRATIR O
<br />i 1 E7O$7WG WOOD )1EAOETT
<br />1' S
<br />: L 1
<br />I H
<br />T
<br />H ,
<br />1
<br />WOW MLeDFR I r 4 I ee{1/a` Dq
<br />RfOWfiE11- 1� I t" \,y
<br />iti -.
<br />I,-t O AaELMTATE PLUS
<br />P
<br />46 f8
<br />I' THSFi15ED OD HtDER TO
<br />N HEADER
<br />EXISTING WOOD FACE
<br />T l
<br />H
<br />T I ti,
<br /># {I
<br />f
<br />!
<br />]/Yp3/SY
<br />LAFAfY iiW >
<br />WOOD HEADER.-O,C
<br />g
<br />REDUIRE4 'VI kGr't" f
<br />CD
<br />_1
<br />14 R TE S
<br />D PLUS
<br />4 ANEUM
<br />/ f 8
<br />WOOD t I
<br />E ISTINED FN2eEgv$TH to
<br />REOV RFIS -'��`
<br />EXISTING W HFA0E12
<br />I SYY WOOD
<br />f t !1 t
<br />,r
<br />r ;
<br />w
<br />, H
<br />I 7
<br />T .CARRY SHUO e
<br />{:
<br />Tan I
<br />i
<br />SIT SHEET aE ON, `
<br />iTWkT B '
<br />FOR
<br />TO
<br />- - g Ma. PANEL. LENGTH
<br />,/. D_2P%, SS, I ILEA HATE 1)
<br />0 VIT 0
<br />I{(� S IN.E R - j SEC SCHEDULE ON
<br />rITMN SHEET a
<br />tom' r I' faN YNRf
<br />L_ Tp GIAi....
<br />I --- --- '- - Mac PANEL LEHGIN s _.
<br />- teAai-zmn ss (SEE NOTE t) E t/a.-2aP+• sS
<br />0EVENT vv X O fl�Rl�Plfl♦�.V
<br />tt
<br />_' - MPz. PANEL LENGTH
<br />(SEE NotE 1)
<br />f
<br />i
<br />t s
<br />i
<br />, a09
<br />r f
<br />.. WAX
<br />' r
<br />e w� '
<br />GYM sm
<br />Eq. •. ,. ,.` TA 1/a'an I
<br />-
<br />2'xi' WOW PLACE ;. j y T+-T9 PANELMAIE PLUS
<br />REQUIRED ,jf i { ' e T/i' a WfL a8
<br />`.t 1
<br />AGO WIDTH OF KATEjj
<br />DIRECT IN" Tm-
<br />I
<br />i i
<br />t T,
<br />, tR"
<br />, ..m MAX
<br />7 Y
<br />E0- .. -«. �.= ,. � r 12 t ; D
<br />'•°
<br />244' Wa OD"'YE ,y - QTw
<br />REOWREO . �'I,X`
<br />1/4-0 LAG SCREWS a
<br />_.-a- D.C. STAGGERED W/
<br />n TPENETRA�
<br />- AT NIDWIOTH OF PLATE
<br />I
<br />�M
<br />EQ.
<br />2'a4' WOOQ Pvg K I
<br />•'1 - -
<br />r
<br />CR L`
<br />0' O.C. Wf, i $'
<br />MO. THREADED
<br />M PENETRATION PNtE
<br />DtRLU
<br />6C1J.E 3/8.1'
<br />MQUNT
<br />-
<br />WING INSTALLATION DIRECT
<br />MOUNT
<br />INSTALLATION
<br />MOL
<br />SCA E 3J8-T'
<br />sc"
<br />i. INSTALLATIONS FOR ALTERNATIVES BW, BIN * TOW ONLY VAUD FOR
<br />ABUILDINGS S LENGTH UP TO 12'-4!'GAGS UP Tfl-o4:3.B. -#B:O p.s..t; AND
<br />21 FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, Wf SPECIFIC DEMS(ft tTl O55 OR EQUAL.
<br />...,...-..•.......,,,,,�a..�.
<br />N07E F©,4 C19,�T1DN.tTF R'PC.TONs;
<br />1tIiHi1/4lPKy
<br />AS A
<br />; t�°• .•I# Tij(/j y f�
<br />Q,•. EN •.,''' +
<br />a G Sp s
<br />_b
<br />NO• 41 ;*'s
<br />FLORIDA HULLOING GORE (High Velrx031 HMrTf+GOnB Zone)
<br />mTccp, wlc r ..
<br />20 GAGE GALVANIZED STEEL STORM PANEL „�
<br />TOP aorTQM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />'' f ,� •Y. "'' ___
<br />Q .. C RlO ,.� ,i/.,, -
<br />.4' .. .•. d�*",..�
<br />frrA NAL
<br />l;rarS1 F'� F/
<br />AAAAlAN} I11/111\ E pfpi'-'i
<br />g GLOBAL PROTECTION PRODUCTS, LLC.
<br />IL GC O /Nc.. ,aw S.W. 5T STOW
<br />a _ COMPANYfN)AE !43T3fa
<br />Td1iE TEstINO--�€Nid
<br />NAt aA 9L ♦r Aw, wds,+Twron n. mDa P'WIN£: {9Sf1Q69-75,6, iAC (GS,i469'e7B7
<br />w.. ; fSmN s+l-tssD r.: a4N W,-wl _
<br />-. INNIT • ♦
<br />WATB2 I. TtUR'A.. P.E aP tt-iss b.w. -
<br />°7fAlm10
<br />aD-176
<br />ONANNG Nr
<br />DOLT iY M m
<br />TA N R I F
<br />,f4#TAD SCB€ 49"G.c W/ INTO. EXISTING W00�7 STRICTURES
<br />t , 21 fAn. THRUDED PEfk'RutRRf
<br />I j ' Tp E3R5,5Np TiOpO fPlOfft
<br />j
<br />s 5
<br />,� II I
<br />L
<br />( F \ Epq _ y
<br />I OUWER
<br />YY i
<br />7 P T dt"
<br />1 I A TF, NATIVE I ALTERNATIVE 2
<br />4 1 JB' Yb,, j- -'4' i 4hNT' HAGtDK
<br />S2 (fTf=) iSET't t SeN 1 f
<br />f
<br />f(
<br />I I
<br />SF3'AtWSIRt
<br />f
<br />1 10 GLASS. f - - -
<br />EQI
<br />Eli
<br />'
<br />I
<br />i Eq+� EO f
<br />i t
<br />t_ EO +
<br />I j�
<br />3 L
<br />EQUIRED
<br />1 ' 1 s
<br />WOOD EDPLATE
<br />RFpJAEG
<br />tj v
<br />s3 TERHADY ALTERNATIVE 4
<br />a
<br />,�
<br />3•RAaET)UGRtl t ° Y/i'w LAG BtA' FitlS Y S" t1i w/ T f/2"
<br />TOP. TTdN R
<br />ti 9Ja ppSjCAhRH BRANS <+.NtONG W/
<br />t/i a-.2m2. 5.5 aLs. a s• G.D.. R
<br />ACT, N�aTI�9�D �E ANCHOR LOCATIONs
<br />0 � EB�th.�aN0l7lahs
<br />PANFaT,a- PLUS • 6' oc. w/ r i/2' Min. 9CAL. ]Je' +• t'
<br />,11SIM PENETPATON v0 Ea,S,wG NOPD
<br />MATE. SHUrnm MAE- NOT %XM no, CLIm
<br />/�
<br />_ALLOUN G I T1ON M„fHf� ff,
<br />M_ _LIB Is4� 1 "`TQ/,
<br />1lV NS �9�
<br />'••
<br />,�ERNAINE • �
<br />SOME 3/Ir I" r
<br />yN�;
<br />_ hi0 T FLORIDA BUILDING CODE (NIEh Vefocily HUrrlGone Zone)
<br />zA'Tm°'
<br />20 GAGE GALVANIZED STEEL STORM PANEL DRAR%2,
<br />oF
<br />1, $ETALIATONS ARE ONLY VAUD FOR DIATDNCS WITH A.S.O. DESIGN LtNOS ttP TO ^AL•, ST E 'cam Cam; e]/26/f2¢
<br />+551* -72A W Tan PAVEL's LENGTH UP m $,-r . y~i�0 .., fL. R1p � f i /1. /�1 � GLOBAL PROTECTION PRODUCTS, LLC.. CK E-
<br />2, FOR NEW WOOD FRAME. OgNSTRUCteOk WOW MEu0ER5 m BE SGUTHERN Fj4 '••• •• r' (IAe E C V INC. ABOO SW St e1REif
<br />�kr.' ,I
<br />Pw N., 2,. W/ SPECIFIC DEtN97Y Or Ofi0 R EOUN.. 'ViN '�(Q i5`. \".. "� Tit p lNGIMEE NO CO PANYy tY.Yi,. R S1iT4 2D-176
<br />]rti. WWIaX arw3GW, >n HONg (95NNISO-718A PAX:. (95A)en9-6797
<br />FNNYI )1H\N t + Gm5} 6m-,'e1a fw : HOER sn_,An Am w ♦awPow wN +m. w vNraNs aW TR+AMN4 NP:
<br />I P:E. SEA+fSKTrAATSIRE/DATE �^ G1-09PN6719
<br />WAN.TEW A 1iWT Jr-. P,C YN IAf+' iR1EC[ f5 pP 26
<br />N
<br />�
<br />U
<br />L
<br />O�
<br />0
<br />N
<br />0—
<br />0
<br />N
<br />0
<br />'0
<br />U
<br />-0
<br />'L
<br />'a^^
<br />C
<br />O
<br />0
<br />N
<br />0
<br />�r13
<br />U—
<br />0
<br />>
<br />. �
<br />e�0'�
<br />�/
<br />T.•.
<br />1LL�rr�
<br />/0
<br />/ /�'�
<br />w
<br />J
<br />rd
<br />LLI
<br />Q
<br />z
<br />z
<br />Q
<br />J
<br />CL
<br />U)
<br />\V
<br />O
<br />L_
<br />(Q
<br />r► L
<br />U
<br />(/0
<br />CL
<br />'Q)'^
<br />v /
<br />Mm
<br />W
<br />SHEET NO,
<br />SH 1.1
<br />
|