|
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<br />sm IMCDONS I� 4 . -
<br />ON SHCE'.
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<br />WALL AND FLOOR MOUNTING I
<br />SPUT PANELS
<br />9ALLATION
<br />FOS
<br />a'
<br />4
<br />CONCRETE
<br />ACQUIRED
<br />r
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<br />P�IAXLAN - - - - - - - - - - MUUIXN Iff
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<br />REWIRED MIT.
<br />SPAN (Ft,)
<br />TUBE MI -
<br />"-s'
<br />2" . 3' . 1/8'
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<br />,V�W;Q,4= > 4*-6' TO 5'-W 2' 1/6'
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<br />Y-13, 70 V-1c' 2 5' 1/$"
<br />- .3'. _2' 4' , 1�4�
<br />4 V-10" TO W-0" 2" V . IfIr
<br />&INS YAf IN It D DESIGN PRESS'"TE PATING
<br />To . . Z!2,0
<br />TO . .0 . f-
<br />ORTENFED
<br />TO
<br />3111%djurl i
<br />SCALE 3/6-t,
<br />NGTE� MULLION CAN ALSO BE HT.A.LLED 0 STORM PANELS ON TOP
<br />OR BOTTOM 90 THAT IT G�j TOP OR 001704 OF OPENING
<br />IONE PANEL OPENING W1 TURE It,, S: 8017TOW)
<br />IN5TALLATION
<br />EIAIL-$ FOR REGULAR
<br />PANELS(l) & (1 A
<br />INTO EXION9, MOD $JUC_�
<br />r -1
<br />71F "M m
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<br />,c 'CuIWIC,
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<br />M91INTIN LwnN
<br />WALL moubraw
<br />ION - &MMAIII(I AW INSIAUAnONS ALTMUME SIN
<br />(SECTION AT TOP IS UNITED To +55,5-97.0 MAX. WALE Ile I-
<br />PLUALL=14
<br />- AMMA=
<br />ks-m DESIGN PmwK RATING)
<br />SCALL. Ile I'
<br />smqy-- Ile � I'
<br />IN - 5=N
<br />sm"r- Ve I.
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO +5&5. -72,0 P's.f. AND PANEL'S LENGTH UP TO 8'-8,
<br />FLORIDA BUILDING CODE LH!jh Velocity Hut cone Zons)j
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0-55 OR EQUAL
<br />f No.
<br />.2m TULTOO, LAC
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />F
<br />: =8070M �BE
<br />F41671
<br />GLOBAL PROTECTION PRODUCTS, I.I.C. G7
<br />DATE,
<br />GLIEC 074c.
<br />& WINGS=:
<br />"m ". N FIRM
<br />ga. ifw. 'A ATM III aSITONA)MR. -176
<br />ITTI PHOW, (25ARRIP-7545, W� 20
<br />MBINED IN ANY WAY TO SUIT ANY
<br />Pec
<br />INSTALLATION.
<br />DAMMING w
<br />n1j MOL 62A
<br />WALTER A VULT" P.E, M,CITIO
<br />CONCTIM mc`� CONCRETE ANCHORS "IR ANCHORS: SEE SCHEDULF ON SHEET I
<br />(SEE !S:81DULE CM- (SEE SCHEDWE O"\ WOOD SC%%,_ SEE =RON ON 1. Z& 11AI
<br />SHUE7 14) sHm. 14) 7
<br />t/4, 2/A 2A/4, 3/4 4/4 2 & 1w/15
<br />POURED CONCRETE
<br />"AftED-\
<br />ISO -
<br />POURED CONCRE're
<br />AMOCO
<br />'i-i-,
<br />1
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<br />tt M_U
<br />_L�_ _L1 L
<br />F T-
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<br />00 PMEQ (WERIOR PANEL INTERIOR ARR:LI, (INTERIOR WAR) too PAIR it
<br />601WARA'SON TO CLASS
<br />A /e. ut, scs SAIS' (CASE 1)
<br />DO", TO pn-� (CASE ft) 1. j. �2 �11 rG
<br />(Set /14)
<br />(SEE 09 2/14)
<br />Tf I
<br />(ALT"mmic LOCATION
<br />6T I = D PANELS)
<br />Of7AhS 1/11
<br />A 2/14)
<br />OR CONCRETE
<br />BLOCK WALL
<br />REGUMVIT)
<br />2: & IW/15
<br />*A 2^ 7AA 3/4 OR 4/4 L100 &
<br />AL RKATE LOCATION I
<br />ONLE
<br />IFE SAFETY PANEL
<br />AREA W/NO LIFE SAFETY PANELS
<br />L OF LIFE
<br />L. REGULAR PANELS w/ OR LOSAFETY PAN' _j�a NOTE IBELOW)
<br />W/O REGULAR TRACKS (SEE NOTE I
<br />BELOW) AS
<br />CONCRETE ANCHORS 77777777, 7771'�111";11"_` um 1
<br />(SEE SCHEME ON RM1011=0=6 SHALL
<br />AL WE
<br />a FOR, LIF TY STORM
<br />OPJIQN E SAEE
<br />I.W �4) IF trMOLE
<br />CONCRETE #1 Aj4/SNrAR
<br />TIC AjrW
<br />JAF DED
<br />"o'"Ev
<br />CONCRETE ANCHORS PANEL( 3) & (1A TO BE INSTALLED OR REMOM FROM INSIDE
<br />OF STM,,CnW
<br />I= SCHEDULE ONr _E'D
<br />SHM �.) -LD ELEVATION
<br />W" MOUNTING JUMLLATIO WALL 'ING INSTALLA-710 SCALE 3/32--1-
<br />SEOQN I SCALE; 3/8' - I. smz 3/8- - I- M_ CAP Re w- --I
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANV_ (ANY PANEL LOCATION IN BETWEEN END PANELS). mmm PANELS. 8 REN
<br />SE mm I)
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADWENIT TO RECUAR PANELS PM&A
<br />SEE Nm 0
<br />(W/ OR W/o REGULAR TRACKS-)
<br />UfE PANEL CONSISTS OF 0,035' IIALVANIZED STEEL STORM PANEL AS 5EfeRPH 1-I
<br />PEA 2 OF DRAWING. SCALE 1/32*.v*
<br />E0
<br />,5HEEr
<br />THIS ISELF TO BE REMOVED OR INSTALLED FROM -THE INSIDE OF
<br />STRUCTURE
<br />J. LIFE SAFETY PANEL REQUIRES TOP TRACK TO BE COMPONENT (2) A; BOTTOM TRACK to 0 '11, TI !4k,
<br />Q /P
<br />lrl%j�7 TAS II41S DRAWING. ....... .
<br />y FLOOR MOUNTED Fouowtpo SECTIONS I
<br />AS 2 ON SHEET 14,
<br />FLORIDA BUILDING CODE (HIgh, Velocity Nu
<br />M IcOnd Zone)
<br />FORIDU IS
<br />M 1D
<br />4� 4k,, LENGTH FOR CO gD ANCHORAGE AT BOTTOM IS. GIVEN ON 20 CADE GALVANIZED STEEL STORM PANEL
<br />M*�� ANWOR SPACING FOR MPO Room TOWA INC,
<br />SCHEDULES SHEET Ik
<br />.2.
<br />COMPONENT iD&MAY BE PERMANENT OR REMOVABLE
<br />"a'.. GLOBAL PROTE
<br />5 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEE"T 15. 11LIEC CTION PRODUCTS, LLC. �1_
<br />0 INC
<br />&W 61 STREET
<br />Run TESTINQ S, D"01NEORDIR COMPANY 4
<br />6 SEE SWEET 4 FOR DETAIL APPLICABLE TO THE NECE'SSITY FOR THE INSTALLATION OF
<br />OWN& wm)ms-sm 20-176
<br />SRI TAK
<br />U
<br />SWERS, AT TRACKS INSTALLED ADACENT AND BEIOND TO STUCCO/WOOO BRINGS, Infl,
<br />C"_000474%
<br />At SEm',SCmTUw_,EAFL WALTCR A, j�W,
<br />M PANEL LEHOU nL_WM2=
<br />tyk. pmi� m �n, �W*x AIR Art, _� , �I, TO - - . . A, t
<br />'%Aw-m -.So
<br />-'=
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<br />=,�
<br />am
<br />'MON
<br />YUM"Im
<br />OF THEM
<br />+56,11-72f
<br />-r-r OR LOS
<br />2 1/4'
<br />104SOLTED
<br />1 14M IT 7
<br />+Scs. -ma
<br />�e-e to W-a* M 2 4/--
<br />t T"AU 5 7
<br />,00� _"D
<br />w-w TO M
<br />2 1/2'
<br />"'To" WAN
<br />A A4 PSK`O`
<br />6
<br />_3A _1*2_
<br />w1 OR LESS
<br />3 1/2'
<br />& 0 & 0
<br />- BOLTED el I/4**-2C*V 54. " A, WRINOW 0 VMDW 0: WOLMI OF PAWL
<br />(VALID ONLY FOR PAMMS(1)& Q iNVIALIAROW AS PER SIDTITKINIS I THRU 7. ON SHEETS 4 & 51
<br />MAX]RA)m 'LIL .
<br />DESIGN
<br />RATING tp�A)
<br />wxww AcNm sw,,v* SDI . a 'Ir -
<br />Aw MMOKAIIO�
<br />a Two.
<br />M.Nuu PAND,
<br />Lunm `L* #0
<br />TVCOR
<br />C$ �Gvll
<br />C"-*
<br />FARELMATE FEMULE 0
<br />PAMELMAW-.-
<br />TO 00"m
<br />TO
<br />COMMIT
<br />Sub"
<br />Ib Oftemm
<br />CONCRM
<br />I TO
<br />SLOW
<br />TO CONCRETE
<br />CONCRETE
<br />mom
<br />1. CON`ww I COROWIT:
<br />f IRACK
<br />7155-
<br />TO CONCRE-Tri oommm
<br />SM
<br />a,
<br />N/A
<br />V
<br />XIA
<br />0. 111A
<br />NIA
<br />MIA
<br />r
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<br />6. IT,
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<br />M/A
<br />1.
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<br />+,55.5� -72JD
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<br />MIA
<br />v
<br />*/A
<br />M/A
<br />IVA
<br />/A
<br />2 (Tonc*4
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<br />I& -(rap)
<br />ON wz
<br />09 LESS
<br />N/A
<br />N/A
<br />VA
<br />/A
<br />N/A
<br />r
<br />fr
<br />111.
<br />11 N/A
<br />I-
<br />. _'I/A
<br />Kn
<br />S-
<br />/A
<br />v
<br />IF
<br />6' IF
<br />IF
<br />IF
<br />WA
<br />.1k
<br />42 1/2'
<br />9
<br />i�
<br />1/2-
<br />Ile
<br />1/-' 6 1/4' 1
<br />5 IA� Is 1/4"
<br />I !.
<br />SEE Wxm m
<br />ISM ;WS= AXT.4M IYK a SPACING FOR 9,151*11� INTO WOW FIMUNE IJUNDNIG
<br />MINIM Aft MINIMUM I= DISTANCE ARE *00320 ON THIS SCHEDULE, FOR E.O. LESS
<br />THAN INDICATED ON S:HOKAE ;��AOOOMOR SPACING By MRATIPLYNO SPACING SHO" ON SCHtOJUf Of
<br />THE FOLLOWING FACTORS FDN lot, 10 BE OMOZ� MUCED PACING 09140-0 WRIt FWFOR
<br />SH'AX ART M 1OWN MASWU IRIACING INWARD FOR C" AMMR TYPE AT Ak'C*M tCXMb,
<br />#Ylom 7w
<br />UAC44
<br />C, �
<br />I I
<br />1
<br />3
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<br />REQUISAR PANEL5a
<br />A
<br />M"01, 110.
<br />""OLoe"N' UP G,-G` AND 6 1/4'aX.
<br />TO
<br />EXISTING WOOD 5IRUCTURES
<br />7
<br />FIAT uoiGYIM UP TO V-r � OR lt��*
<br />AAMELMATE FE"E IQ OR PANSUMIS IF
<br />12 c. WON I I1&w_ THREADED
<br />&"o To HEADER ALL LENGTHS UP
<br />T
<br />772T
<br />ED[
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<br />EOJ
<br />wow wm
<br />RuIum
<br />no,
<br />SCOMSED
<br />WOOD w"m
<br />-4-
<br />j
<br />ffij�" jw
<br />"FOR
<br />SEE saw-DI&I ON s1w a
<br />OR - swARATIC)"I
<br />19 GXASS_
<br />SEPAR471ON
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<br />EQ!--
<br />eI I--
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<br />EQI
<br />L_
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<br />_Il�. I.Q. 5/r LONO $BASS fuso"
<br />W1 S4 0,$ 0 0 114' =
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<br />\ wm
<br />-am
<br />_j
<br />FOR pma LENOINS vpm V-d' NAT 6
<br />I
<br />4
<br />l/.;t c FOR LENGTHS w To Ar-V III—
<br />PMIE
<br />Do 1 -30 PANELAPITY mMAX 0 OR
<br />PAIELMATt ams 0 2 1/2- m c w" T
<br />SCREI 4, r *,,Q./
<br />Sw
<br />AEOUMADO
<br />"2g, NAEAGOC PENqEMTCN At
<br />OF E06STIAT WOOD KATE FOR
<br />1 PLATt
<br />yr. IA, "Iffanc
<br />a MoMOTH OF PLAIT-
<br />AMENAM
<br />SCALE 1/0- 1'
<br />ALLMMME 4W
<br />SCALE
<br />i:�
<br />A.L LENGTHS UP M W-e M
<br />:7
<br />ALTERNAI
<br />A
<br />DIRECT 1111U"
<br />Effiffim
<br />-LAT[Obt
<br />0 RMQN No INS
<br />5 AMA%
<br />NOTE i SHUTTER TW IT
<br />6101R8
<br />SCALE 3/6-1.
<br />RNME 21
<br />SCALEE 3/8-1,
<br />DESIGN LOADS
<br />1. INSTALIAIIONS ARE ONLY
<br />VAUD FOR BUILDINGS WaH A.S.D,
<br />PANEL'S UP 8*-W
<br />FLORIDA BUILDING CODE (High VSI Hurricane Zone)
<br />UP TO 55.5, -72.0
<br />2. FOR NEW WGCD FRAME
<br />PSF AND LENGTH TO
<br />CONSTRUCTION; WOOD MEMBERS 70 BE SOUTHERN
<br />No. 15 s-
<br />.2m F011= INC.
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />Fp.
<br />PINE NO. 2. / SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />DEC.;
<br />11LIECom
<br />GLOBAL PROTECTION PRODUCM LLC'
<br />TOP & 807TOM MOUNT)NOS CAN BE
<br />oka�"
<br />RAW &*. 51 STRW
<br />20-176
<br />COMBINED, IN ANY WAY TO
<br />SUFT ANY
<br />I x
<br />DUE—
<br />(INH)SIN-71I.S. I"!
<br />INSTALLATION.
<br />A A TkLTT PjL
<br />I... �f?
<br />11F.,
<br />REM,
<br />or 24
<br />END
<br />STUDS 0 EVERY
<br />OVERLAP
<br />(12 1/2' O.Q
<br />TO HOLD PANEL
<br />.A,
<br />SIMS 0 EVERY
<br />OVERLAP
<br />/V A.1�
<br />HOLD P 2
<br />M� few 11
<br />MITI. (CASE I
<br />�MUIA &M
<br />DESID,
<br />upm. OF Vp-w
<br />1 mx--w
<br />PAMDMAR FEMALE 10
<br />pmRuUDE mus
<br />SECTIONS 0 6
<br />MAMUM FARM.
<br />PRIMATE
<br />ROMP
<br />TO
<br />I. CONCRETE
<br />To
<br />CONCRETE
<br />OLD"-
<br />TO
<br />CoNckyr
<br />I To
<br />ITIOCK
<br />COMISMATION
<br />OF T"m
<br />UNGTH
<br />N/A
<br />NIA
<br />6-
<br />N/A
<br />6-
<br />*/A
<br />1 2 Crop)
<br />-55,0. -72.0
<br />-9-
<br />7. G-
<br />v
<br />- 9:,-
<br />__7_
<br />9"
<br />-�7(-w'O')
<br />s'-C, OR wSs
<br />a.
<br />N/A N/A
<br />M/A
<br />1.
<br />N/A
<br />N/A
<br />1 2 ITOP)
<br />,55.0 -72.0
<br />-
<br />v
<br />v
<br />9.
<br />7 1/2*
<br />1.
<br />1 (BOTTOM)
<br />V-01 TO 71-V
<br />.55.0-72.0
<br />a'
<br />N/A I N/A
<br />NIAL
<br />S*
<br />S'
<br />14/4
<br />V
<br />N/A
<br />1 4 2 (10 P)
<br />" _e TO
<br />I
<br />1 9,
<br />L fr
<br />III,
<br />I ( V;
<br />i��
<br />uwmw Aao
<br />DESION
<br />PRESSURE
<br />mw IS s/r FROM top or Noulf
<br />Got I mm a r RA� nwo w or "m
<br />APPLcASUE To
<br />SECTIONS f &�
<br />ATIO
<br />MAXIMUM PANE�
<br />LENM 'V VL
<br />TA CAIK-W
<br />I 1AFTON
<br />TO
<br />7;9 22
<br />3.
<br />2 (BOTTOM)
<br />T-W OR ag,
<br />+52.4 -66,0
<br />3'
<br />1 (SOTTOM)
<br />V-6- OR UESS
<br />+55-0 -72.0
<br />2 1/2' 2 1/2'
<br />1 4' 3 1/2-
<br />2 (RaI
<br />7'-S' OR LESS
<br />+55L -710
<br />2 1/2- 2 1/2*
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-S' TO B*
<br />II/A
<br />2 i BOTTOM)
<br />ALTERNATE
<br />LOCATION
<br />AT Do PANEL
<br />sm ds Ila INTONER PANEL END PANEL
<br />OR SCHEOULE SCHEDULE
<br />JQ FOR 12 FOR 3-�
<br />MOx Z(; MR&- ANCHOR
<br />SPACING
<br />SPUONO
<br />DMIL 2 FLQQR MQUNTI �N (APEUGAILE IQ SCHEDULE 2)
<br />$ME-
<br />MXIMUM A-S.D. DESIGN MSSURE RATIM (2-ad.) ANQ C0RRL5F_QND1N
<br />MAXIMUM PANELALMN 'C. 29HEQU
<br />SEE tecToMI
<br />L-no
<br />I W-r
<br />SEE SHIEFT 16 FOR ANCHORS, TYPE & SPACING FER INSTALLATIONS INTO REDD FRAME BUILDING,
<br />Meocou MONOR SPACROIT AUD MARMW [DOE Galci&GE AW AKRDTSP ON " SOJECULL, Fa,
<br />ED. LISS THAN INDICATED ON SCHEDULE NEOIXt ANCHOR SP RY MI&TIPOMMG SPACING
<br />SHO" ON SCMEO= or THE mwzwm FACrOft MR THIS OPERATION To K POSSIOLL
<br />REDUCED SPACING OBTAINED USING FACTOR 9MLL NOT SE LESS THAR MIUMAM SPACINO
<br />INDICATED FOR EACH "IM TYPE AT ANCHORS LEGEND.
<br />*K*w 7m
<br />'APOON
<br />IS, tIw�
<br />FANCIANX
<br />PIMS
<br />cAA_,
<br />WWI
<br />3
<br />z Ilk
<br />4
<br />ACIRIAL Exx OEM
<br />vmm
<br />FACM
<br />2 'Ir
<br />J:
<br />(VAUD ONLY FOR PANELS 01& QINST&LAVNS AS PER SECTIONS I THRU 10, ON SHEETS 4, 5 & 6)
<br />MAXI
<br />MAXIMUM Mae= SPACING Fm E.D. - 3 1/2-
<br />&&0, DESIGN,
<br />TAPCON
<br />CF TAP-GRSP
<br />CALK-tm
<br />PARLUMATE IDIALE ID
<br />PANIDAMFE PLUS
<br />SOLID SET
<br />TO
<br />PRESSURE
<br />TO
<br />TO
<br />Z�Tlll.
<br />ART COMDONAY
<br />LENGTH 'L, (n.)
<br />RATING
<br />VE
<br />CONORM
<br />TO CONCRETE CONCRETE
<br />TO CONCRETE ONAETE
<br />1.
<br />TO
<br />OF THEM
<br />OMOCK
<br />aw"
<br />SLEEK
<br />KOM
<br />.:�;
<br />c.
<br />G.
<br />N/A
<br />N/A
<br />N/A
<br />a' NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />6.
<br />4
<br />N/A
<br />N/A
<br />6'
<br />a.
<br />a.
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />s'
<br />N/A
<br />N/A
<br />h/A
<br />1. NIA
<br />6' N/A
<br />6-
<br />N/A
<br />NIIA
<br />N/A
<br />2 (TOP)
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />5. N/A
<br />5*
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />,56�6, -72�O
<br />6.
<br />VA
<br />N/A
<br />N/A
<br />N/A
<br />61 N/A
<br />N/A
<br />NIIA
<br />N/A
<br />3 111 4 (TOP)
<br />;-7'-S' To a' -a'
<br />OR LESS
<br />5'
<br />A
<br />5' 6,
<br />6 1.
<br />5
<br />/A
<br />A
<br />6" N/A
<br />6` N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />__L(BG-)
<br />7 (TO-P)
<br />_�I/A
<br />7
<br />4.
<br />1 NIA
<br />14/A
<br />6*
<br />1.
<br />R,
<br />A
<br />& (80TTO
<br />N/A
<br />RlA
<br />I/e
<br />12 1/2- 6 Ile
<br />0 1/4' 6 1/4'
<br />6 Ile
<br />a I/
<br />N/A
<br />+50.0. -53.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />5 Ile
<br />12 '/2' 6 Ile
<br />6 1/4�_ 6 Ile
<br />S 1/4'
<br />6 110V
<br />N/A
<br />K/A
<br />6 (TOP/80TIOM)
<br />TO IV-2*
<br />+55.0. -72.0
<br />N/A
<br />N/A
<br />6 Ile
<br />NIA
<br />Ii Ile N/A
<br />6 Ile 1 6 Ile
<br />6 Ile
<br />1 F Ile
<br />N/A
<br />N/A
<br />8 CTOP/BOTTOM)
<br />'TO 11'-2*
<br />NIA
<br />N/A
<br />N/A
<br />/ATN/A
<br />T./A
<br />A
<br />�A
<br />6 Ile
<br />1 6 Ile
<br />17
<br />6 Ile
<br />6 Ile
<br />a. a, ,a (TOP)
<br />+43,IL -45,0
<br />e
<br />N/A
<br />AT N'A
<br />A A
<br />L NlA__
<br />1.
<br />1
<br />1/4,
<br />a (BOTTOM)
<br />.
<br />OR LESS
<br />OR LESS
<br />r/A
<br />-4e-
<br />11A,
<br />N/A
<br />N/A N/A
<br />__�/
<br />N/A
<br />1.
<br />-
<br />6 1/4-
<br />-
<br />6 I/e
<br />-
<br />9 (BOTTOM)
<br />12'-4"
<br />_
<br />N/A
<br />N/A
<br />/A
<br />/A
<br />N/A I /A
<br />1111
<br />6 I/e
<br />, V
<br />to (BOTTOM)
<br />SEE SHEETS 10, IT AND 12 FOR ARCHORS TYPE A SPACING FOR IWALLATIONS
<br />WMMUM AKCK" SPACDOM AND MINIMUM EDGE DISTANCE ARE WOrATM OR 7HISW9G`MW=vLe LEM
<br />THMA INCerAtto 09 SC"EGAjLE REDUCE AACHOR $PAC** Erl WXMPLV4D SPACING SHOWN ON SCH ME By
<br />ED
<br />THE FOLIDWING W.TORS� F04 TOM OPERATION 10 BE POSSIBLE, REDUCED SPACING DeMWED USINC Acros,
<br />SHM41 NET, RE LESS, THw i&mmtw VACNO PASI MR tAcio ANCmOR TOT AT ANOICKS LEGEND
<br />ANCHOR TITE
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<br />3
<br />3
<br />3
<br />2 '/2
<br />5
<br />3
<br />3
<br />3
<br />312
<br />It -4
<br />4
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<br />20 GACE GALVANIZED STEEL STORM PANEL
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<br />I L
<br />IN,
<br />EmPewrac.0 0-Am
<br />" It. 51 STREET
<br />GOT, rL 33314
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<br />CA- 7�.
<br />moc iwtft�Fw% FAX; '064)SIS-ITIA?
<br />20-17-6
<br />wl:�m� It"T ta.&"
<br />INSTALLATION
<br />QUAILS EQR REQULAR PANELS01)
<br />&
<br />INIQ EXISIING W90D STRVCTL!RE5
<br />PAPOMMATE PLUS
<br />I
<br />0 6 I/e O.c� W/ 7/8'
<br />THREADVID PENETRATION To
<br />ExtSING wow WAGER
<br />itis V-io PANELMATt PLUS
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<br />EXISTING WOOD HCADER
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<br />___&14-IO PANELMATE PLUS
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<br />6 ve Oz
<br />IDART STUD 0
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<br />wow
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<br />SHEET 9
<br />
<br />SHEET a
<br />VC V.. SEPARATION
<br />SEE ON
<br />Fm _.;6;mTTm
<br />TO
<br />70 0"
<br />To MF
<br />.04 . Its SEr NOTE Ii
<br />7/w* m
<br />Mo., PANEL LENM)�
<br />(SEE NOT: 1)
<br />MIT' PAMEL LENG,40
<br />(SEE Nwr 1)
<br />CA,
<br />T
<br />w%
<br />of, "L*
<br />MAY
<br />SOX
<br />OF 'L
<br />MAX
<br />-a
<br />r
<br />EMORY 1" 0 1
<br />*ASNER
<br />0 12 1/2* uC.
<br />EOL
<br />&
<br />__J
<br />t
<br />- WOOD
<br />2.4 PL&7
<br />_114-11/1�tANEUUA!t
<br />RECLARED IS It I , C� W/
<br />r.4" WOOO ��IE -0
<br />REGUIRED
<br />2'.4' MOD NAA
<br />REQUIRED
<br />zjeo LAG Scam
<br />0 a, O.L W/, 112-
<br />MIN. THREADED
<br />PENETRATION AT
<br />UIOWTOTH OF PLATE
<br />THREADED PENE1101TION 0
<br />L41D WIDTH OF PLATE
<br />/4'0 LAG SCREWS
<br />9" O.C, STAGOM W1
<br />N
<br />AT WID" M OF PLATE
<br />SCALE 3/5-1-
<br />WA LUJ
<br />U1=1 MOW 4 wALL Kum Wri INSTAUMQN WRECT
<br />ALjj!q6W
<br />MOURT L MDUNT1111mmum
<br />NOTES
<br />SCALE 318-1-
<br />1, iNSTALLATIOI4 FOR ALTERNATIVES OW, OW & IOW ONLY UAL0 FOR
<br />BUILDINGS WTI4AS.O_ DESIGN LOAD$ UP TO +43.8, -40.0 P.s.0 AND
<br />PANEL'S LENGTH UPTO 12'-4'
<br />TO BE
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS SOUTHERN
<br />s
<br />FLORIDA
<br />BUILDINO CODE (High Valucit Hur Zon.)l
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR ECTUAL�
<br />H= FOR COMBINATION
<br />No. l4lbf
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />contS
<br />I,
<br />7OP & BOTTOM MOUNTING% CAN BE
<br />COMBINED IN ANY WAY n
<br />sl JE
<br />-o"
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />INSTALLATION
<br />TILLIT TEST HE cc
<br />4W SX 61 STREET
<br />GIdr� M =14
<br />20-176
<br />A.
<br />UPI—
<br />MIDNE, (M)SMI TAX; (#54)m-m7
<br />RALTER, A, Iw ��. PS
<br />Steel,; OF Se
<br />INSTALLADON DEIAIL:5
<br />FOR QPTION # I FOR
<br />LIEE SAFEIY faTORM PANEL
<br />MUM
<br />V. L� SCIMEWS 0 Sr OIL W/
<br />INIQ EXISTIN9 WOQD
<br />5TRQQj_URES
<br />*,,Do
<br />TO ]DOSTINIT WOOD IWAM
<br />3
<br />1A
<br />Eat
<br />CEI
<br />Ev
<br />Ed
<br />in
<br />a
<br />t
<br />tjREQUIRED
<br />wm
<br />REOM M
<br />/12'
<br />STUD 0 12
<br />ALTERMBYE I
<br />ERNATIYE
<br />10 0, 2 '12. OT
<br />ON SHEST I,
<br />MR MA,
<br />SEPMwrON
<br />70 MASS
<br />Ell
<br />E'.
<br />Co
<br />MOOD "it
<br />RE0.0,10
<br />WOOD PLATE
<br />RICOU00
<br />ALTERNATIVE 3
<br />ALTERNATIVE
<br />cO,
<br />0 IF a, S/ I In,
<br />PE,111.1. .
<br />LOW ORNTS IRS"m W/
<br />_2 Ss. us a e Oc OR
<br />�112ooltr
<br />W9912 FRAME CMITIONS
<br />&ANCHIORI-1ozom
<br />_w PAMELVAlt FIAW 0 OP AAJERNAIIYE
<br />PANDIMAM Am 0 0. PC , I ,
<br />ZINC 2""
<br />SOME vr . I,
<br />0MCAM PEAEMMON TO
<br />PLATE
<br />401T wm TIAM NOT SHOWU FOR ahwrl
<br />WALL MOUNT-ING
<br />INMLLATION
<br />ALTERMT11VE
<br />1
<br />WAV-- 3/e I'
<br />FLORIDA BUILDING CODE (144SIT Velocity Hu leanti Zono)l
<br />St
<br />&I= xnu. INC,
<br />20 GAGE GALVANIZED STEEL STORM PAWL QRAMW NO
<br />INSIALLOOkS ARE ONLY VALID FOR BIA WITH A-1,P UMGN UP
<br />LDIMOS TO
<br />A04WS LENQYH V_V,
<br />+55-5, -720 111 AND Lip To
<br />FRRME WOOD MINSERS TO BE SO
<br />ir -0
<br />oG*`
<br />11LIEC 0
<br />07120/2M
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />"m Sm. el
<br />2 FOR NEN WOOD CONSTRUCTION,
<br />PINE k.� 7. W/ SPECIFIC DENSITY Of 0.55 DR MLIAL
<br />n- 3
<br />m� its, 20-176
<br />TA* )$114-0707
<br />I
<br />OLTER I mwo . P.
<br />OAMANO
<br />IF
<br />C1_2
<br />In
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<br />CU ED
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<br />L)
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<br />-0
<br />-Fz
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<br />(D
<br />(3)
<br />(3)
<br />CL
<br />0
<br />0
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<br />0
<br />0
<br />-co
<br />-0
<br />- -
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<br />SHEET NO.
<br />SH 1.1I
<br />
|