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<br />aKi taMeM'vi•. 1' 3 /�-
<br />it
<br />WALL AND FLOOR
<br />�i.
<br />MOUNTING
<br />SPLIT PANELS
<br />INSTALLATION FOR
<br />e/
<br />i-
<br />p�prt.�s-�r7
<br />1..__h ��• ��Yde•tir.r
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<br />IaC•VAIL I
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<br />4 1
<br />i4rw�el••vi• M�aMa
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<br />TIME MULUON -
<br />4 .•-r
<br />Y . Y . 1/r
<br />>• 4•-r TO V-r
<br />2' . 4'. try-
<br />TD r-Ir
<br />a r-10• To 6'-r
<br />2' . a' . 1/11'
<br />« .66,.M T MIND
<br />it0II
<br />mom
<br />SECTION 1
<br />pR 6ptfpY iCAIE a/y61�yp
<br />IIOrtE IME PME,�OPFMw vw it% TWE70P "Ams ON lop
<br />6D110BE TOP sm"■WNOTICIM OFOPEMNG.
<br />NaSTAt1AT1D11 _ ALTENATIVE 1 W
<br />9CALL• 1/4• - 1'
<br />WALL W0LWTlW
<br />RISTALLATIDM - /U_TERMATIVE 2W
<br />lEttR�
<br />1. INSTALLATIONS ARE ONLY VAUD FOR 9"N(S WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72A "J. AND PANEL'S LENGTH UP TO W-B•,
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PONE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />ROM MOUNTINGS CAN BE
<br />IN ANY WAY TO SUIT ANY
<br />Irrar■■I■ �rlr�r■rnerNia��
<br />I\
<br />I
<br />r.Ewl■ t n Wort MdRtiNED YTA" a1LOR IxKKrm
<br />DIBTALIAM - LLTElMATMAE aw WSTALLATIOM _ ALT[AMATIVE 0
<br />(SEC" AT TOP S LWTED TO +00.4-e7.0 MAX, Be". Ile I•
<br />A.S.D. DESIGN PRESSURE WLTI14)
<br />N�•1,MTp/l♦SOME: I/4' - 1'
<br />HOOD , 1
<br />rr Mae a4N1
<br />A+e+.u4o
<br />IL a•�ar r...
<br />"Eo Da1ar rb
<br />11WALLAIM - SECTION 4!W
<br />WALL Ile - 1-
<br />FLORIDA V"NG CODE O6ah V•IMHY HurrIm" Z
<br />Commit N ICIM CONOIE/it ANCHM --�\
<br />an 3Ita/ AHM"a� on TM
<br />MR cmww
<br />EL�LICNON 61
<br />71o'EEli6 It
<br />J POURED CONCRETE ` J
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<br />1/4 2/4. W4 3/4 at 4/4
<br />1, 2 t IW/15
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<br />OID HIED
<br />(RADBOR (om3m Pen) (AND/OR
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<br />M�[//Ny'0�� �U•FE�
<br />__..._MIT..` IRWAM wNal W/PANELS._ _ y. s7 LIEE/ANEL NOTE I"
<br />_-..-_.-..
<br />-----EmEE--
<br />W/0 RECWAR TRACKS
<br />(EF NOR 1
<br />0 t Amom ?�,!,/ /L , .� , ,. .�f „�
<br />` liE 9Mm ETO BE Pe, DPpND SMASH
<br />a •,
<br />IItQT lq PMgED Calcom
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<br />INAAK
<br />9
<br />OI RNIOJ C ggYW00E
<br />or VIVOCIURL
<br />amm ,.):.
<br />ELEVATION
<br />MALL AND FLOOR MOUNnNG WSTA
<br />LAS'M
<br />SO" 3/32•-,•
<br />-• SECTION 1 SALE: 3/5• - 1• - SECTIOII 2 SCALE: 3/r - 1• - r,,.• Kaw
<br />IN.
<br />I
<br />FE)713 ON Lss e.REr• I:TxiaA p 1 a.e12u p,� +A,I"Y
<br />• ve M.1 . -
<br />sw
<br />;
<br />1. In SAM STORM PANE. CAN BE LOOMED AS AN END PANEL (FVW OR LAST PANEL)ON
<br />1
<br />AS AN INTERIOR PANEL WN PANEL LMATION III BEPAVEN PANELS).
<br />u1 _ IAOatHON
<br />2E wE 1)
<br />LIFE SWrTY PANES VAY OR MhY NOT NINEDNVALLM AOV=NT TOO REGULAR PANELS
<br />SEEMR D�M)L6
<br />(W/ OR W/O REGULAR TRACKS.)
<br />2. M SAFEIT PANEL CONSISTS OF GLOW 9AWAKaEO Sim STORM PANEL AS
<br />SECTION 8-8
<br />PER 1bMPOtIof . SHEET 2 OF ORAWNIC.
<br />SCALE 3/32'-1'
<br />THIS PAAEL RSW To BE R V.0 OR ASIALLED MOM THE MCIMi OF
<br />STRUCTURE.
<br />J. LSE TARTY REOUREIi TOP TRUCK TO E COMPONENT t BOTTOM TRACK TO
<br />m As PEA SIIEEf 2 of tH6 DMW1Nc.
<br />cauPOHiTIE� E WSTALtaD RMLL aft nAOR LIDMNrED EDunW1Nc sE0T10Ns , t
<br />p TI
<br />S� �!
<br />�:'•CEN3lr
<br />2 OM T165 AS WELL AS OETA15 1 ! 2 ON SLEET /4.
<br />�i .�
<br />FLORIDA BUILDING CODE M Valoet Nu Cans Z;om
<br />4_ ,NHL LENGTH FOR COIIPONBNt®6 tS•.
<br />Mat. ATCNOR SMCNO FOR Ct>�fEM 0ANCtIORAGE AT BOTTOM 6 OMEN ON
<br />=
<br />L ) LLD• *
<br />4040, IILNM PC
<br />20 GIBE GALVANIZED STEEL STORM PANEL • Fp W.COMPONENTSCHWULES
<br />RFAIOIMML
<br />* : •NC
<br />MATPERMANENT OR
<br />BE
<br />A SEE 1ETMLS FOR R6MLLATIDN «To WOOD NAME BUILDINGS ON SHEET IS
<br />E
<br />OYA
<br />GLOBAL MTECTW PRODUCTs, uR'r. RI
<br />1.
<br />•
<br />n •6Hw
<br />SEE SHEET 4 FOR MAL APPLICABLE 10 THE NMESS" MR THE INSTALLATION OFRoo
<br />AT TW1GL5 M4$TALLEO ADJACENT AND BEYOND 10 STUCCO/WOOC MHOS.
<br />Is Hp�
<br />•11 Taw r IIL+twr A LAN•
<br />.r.P , m-N1e. ti , w•i°w�-w+
<br />"NOW 0")Te 6 FFAM 054)WEa3 20-176
<br />SPACERS
<br />rL=/I MIRRMLIIJIDE
<br />aAt.1�
<br />- LY A,, tilti•E
<br />W.Y r M1MRo w-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING -r.t ) AND CORRESPONI'XNG
<br />MAXIMUM PANEL. LENGTH 00 SCHEDULE
<br />pLWy1IpBMIN Asa
<br />11®10
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<br />I ym 6 t 7
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<br />2 We
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<br />I TOM I a 7
<br />"I". -72A
<br />W_r TO 111-2' Art
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<br />• SWW •/ 1/41-71s7• u 91 • WOW 41 MW 6 04E1404 a aML
<br />A•lE CWV OUR PYnSCt7! fe ME#LLAAA6 AS PEN 9=06111 1 TWOU 7. ON SHEETS 4 ! SI
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<br />r
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<br />a Try•
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<br />BO 04116 14 t II Fee AMMON AR t WACAW MR McMLLAOOL AND 1000 NMI[ atOela
<br />ON" 400 whom AN moom a m e6MNE ARem I EDDON THIS 1MmOL Am I & Lug
<br />11rr 4alON . all mobs E 1Ida im" IADW Or MA7P117114 /TACK 14101I1 as INNON" 4r
<br />Rt /01Da•e RIOm /OR AIR v5N ION A IF PM" Nm10m aAMae OEMIm two WITIN
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<br />OR `*Mw A isuon MKS D of
<br />NaEllral tws • U Try• a a aMH 1
<br />1/Y IM 73fADm PDIERaION AT
<br />a OP 0D MAT[ fM
<br />ALL IBeUNIT"UNI
<br />10 r-
<br />ALL Lr m r-r NCO
<br />SAYE 3/M+'
<br />11. WWAL AT10NS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -710 PSF AND PANEL'S LENGTH UP TO 6'-r.
<br />2. FOR NEW WOOD FLUME CONSTRUCTION: WOOD MEMBERS TO BE SOUMERN
<br />PINE NO. 2, W/ SPECM DENSITY OF 0.55 OR EQUAL
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY 71D SUIT ANY
<br />INSTALLATION.
<br />L • L 0 '� _ • r, it �.Y
<br />• ua�.a
<br />�� I11,,
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<br />$I= • EVER
<br />(12 t/2- 01l
<br />TO HOLD PIPE
<br />6/r ARM, `OtlE 0
<br />3' MIL (CORE R)
<br />I
<br />h•L: i4 • I t . •,. I WIN] IN
<br />. '1 _ L•). .l •. •nl ; it • II«' >tl �••. 1 ..•il ; �
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<br />WA
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<br />N/A
<br />6•
<br />WA
<br />Or
<br />WA
<br />r
<br />N/A
<br />1! 2 )
<br />W_.O` OR LETS
<br />1•
<br />7•
<br />9'
<br />9•
<br />9•
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<br />a•
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<br />I.
<br />I (BOTTCMI)
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<br />N/A
<br />WA
<br />r
<br />WA
<br />6•
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<br />1 a 2 (TOP)
<br />•-r t0 T-6•
<br />1.
<br />s•
<br />r
<br />a,
<br />9'
<br />7 t/2•
<br />9•
<br />9'
<br />t•
<br />9'
<br />t (BORIOM)
<br />435,0 -TLC
<br />6
<br />N/A
<br />WA
<br />WA
<br />r
<br />WA
<br />6•
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<br />r
<br />WA
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<br />7'-e• TO r-B'
<br />a'
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<br />6•
<br />e•
<br />6'
<br />r
<br />e'
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<br />I BN• • a/r Tw /w 1tP r AIOIQ
<br />IRE r (3aa • 3• II. INIM air v ANRQ
<br />I
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<br />TAPOOM
<br />-iM
<br />or THEM
<br />.2 -61,5
<br />3• 3'
<br />4 1/2' ♦ 1/2'
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+52.5 -46.O
<br />3' 1 3.
<br />4' 4'
<br />2 (BOTTOM)
<br />r-6- OR 119E
<br />+5" _?u
<br />2 I/2• 2 1/2'
<br />1 3 1/2"
<br />2 (BOTTOM)
<br />r-r OR LESS
<br />+55A -72.0
<br />2 ,/2' 2 1/2-
<br />N/A MIA
<br />2 (BOTTOM)
<br />r-6' TO B'-W
<br />455.0 -72.0
<br />N/A M/A
<br />r I r
<br />2 (surram)
<br />7'-r TO r-a'
<br />ALTERNATE
<br />ATE
<br />LOCATON
<br />AT END PANEL
<br />0
<br />�R N2W�N 1
<br />6.1J
<br />� �p��
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<br />w ea2Y 1a FOR ANCfOM EVE t MMOND POI Aed1316016 N10 no mAt U=M6
<br />UN" now WNICNaa Me MAIN Imt eemm AQ POWER ON %a 90I10M L to
<br />L0. LESS "" M"= ON smm u nwm MOOR MAKING or WPLANO ERMmal
<br />*1" ON Imm" 1r Ut IOUalee RIC"m FOR 71E Cnomell I m E 1+0.9NE
<br />IED = SIMPIC NOWNE, tr mmR ova "m E LW MAR IA.Mm ePMJe
<br />I10RaeED FOR IV" ANOeII "m Ar mm a umn
<br />MOBO ITT
<br />1/4y
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<br />NAUD ONLY FOR PANEISCI]a too** mm AS PEA fEC11oNs I rim Ia. ON offm 41 6 a 6)
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<br />TO CONCRETE
<br />10
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<br />70
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<br />or 7101
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<br />6'
<br />N/A
<br />WA
<br />N/A
<br />6.
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />I.
<br />WA
<br />N/A
<br />6'
<br />IN,
<br />6'
<br />6•
<br />6•
<br />r
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />6'
<br />N/A
<br />WA
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />WA
<br />2 (TOP)
<br />IN.
<br />WA
<br />N/A
<br />N/A
<br />r
<br />WA
<br />5•
<br />N/A 1
<br />5-
<br />N/A
<br />I M/A
<br />N/A
<br />2 (BOTTOM)
<br />SS.S -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />Or
<br />N/A
<br />1•
<br />N/A
<br />WA
<br />WA
<br />3 a 4 (TOP)
<br />11'-5- TO r-r
<br />Olt IFS
<br />6.
<br />4•
<br />N/A
<br />N/A
<br />r
<br />r
<br />r
<br />8'
<br />B'
<br />6•
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6•
<br />N/A
<br />WA
<br />N/A
<br />r
<br />WA
<br />r
<br />NIA
<br />r
<br />N/A
<br />WA
<br />N/A
<br />7 (TOP)
<br />r
<br />4'
<br />WA
<br />N/A
<br />1'
<br />6'
<br />6•
<br />61
<br />6•
<br />6'
<br />WA
<br />N/A
<br />♦ a 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4•
<br />12 1/2-
<br />0 1/4•
<br />6 1/4'
<br />6 1/4•
<br />6 1/4'
<br />1 6 1/4•
<br />N/A
<br />WA
<br />5 (TOP/BOTTOM)
<br />00.0. -53A
<br />N/A
<br />N/A
<br />12 1/2'
<br />1 6 1/4'
<br />12 1/2'
<br />B I/r
<br />6 1/4"
<br />6 1/4-
<br />6 1/4'
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (TOP/60ETpQ
<br />'-r TO Tl'-2'
<br />SEA, -72A
<br />N/A
<br />N/A
<br />6 1/4•
<br />N/A
<br />6 1/4•
<br />WA
<br />6 1/4'
<br />6 1/4'
<br />6 1/4-
<br />B Ile
<br />N/A
<br />M/A
<br />6 (TOP/BOTIDM)
<br />'-S' TO ll'-2'
<br />N/A
<br />WA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />WA
<br />6 1/4'
<br />6 1/4'
<br />6 1/4•
<br />5 1/4'
<br />6. 9. 10 (TOP)
<br />3L -46.0
<br />r
<br />41
<br />N/A
<br />WA
<br />WA
<br />N/A
<br />WA
<br />WA
<br />6•
<br />6•
<br />6 1/4•
<br />6 1/r
<br />6 (BOTTOM)
<br />LESS
<br />OR LESS
<br />6'
<br />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 1/4•
<br />6 1/4'
<br />9 (BOTTOM)
<br />I2'-4' OR
<br />WA
<br />I WA
<br />I NIA
<br />I N/A
<br />N/A
<br />N/A
<br />N/A
<br />I N/A
<br />• I/4'
<br />6 t/4'
<br />6 1/4'
<br />1 6 1/4•
<br />10 (BOTTOM)
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<br />1. INSTALLATIgNS IN ALTERNATIVES BW. Be a IOW ONLY VALID FOR
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<br />PANEL'S LENGTH UP TO 121-r
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE Soun*ltN
<br />FINE NO. 2. W/ SPWFX DEPSrrf OF 0.55 OR EQUAL.
<br />TOP A BOTTOM MOUNENi05 CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />NO.
<br />SH 1.1
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|