|
L; L,
<br />sm FtUITow, 11 � . 1
<br />wv"R"4
<br />-M, AMNm WALL AND FLOOR MQUNIING INUALLAIJOK-M
<br />SPLIT PANELS
<br />F-E
<br />orv� TOP A wroo c
<br />oomw
<br />MAL"
<br />21- XR."
<br />L
<br />EM OF 01 Ix
<br />I Alle. wm A.
<br />%6�m A wg'/4-
<br />F41" vu�
<br />1/2'
<br />ED, i nun) SAO,`
<br />IF
<br />OF
<br />JiOMIONS 2 Ai SA
<br />"m . A, R)
<br />SCALE Va. I -
<br />NoTE Mu" ON Cm BE W W STORM PANELS ON TOP
<br />OR 060M So W, r:
<br />T 1 1
<br />7 TOP OR sorom or OPENING,
<br />(ORE PMM O=
<br />,NQ
<br />P * sattom)
<br />ELEMID
<br />SCALE- 1/4' - I*
<br />MULLION SCHEDULE
<br />V- MULL)m
<br />SPAN (FI)
<br />REQUIRED MIll
<br />?UK MULUON
<br />4 v-e
<br />2' 3' Ix
<br />> A`-6' TO 5'-&"
<br />2' 4' 1/9'
<br />> 5'-$' To 4-10"
<br />1, 1, %,�
<br />> $*-IQ* To W-O'l
<br />2* S' 11r
<br />SPARS V1
<br />up TO FOR jl�SA J�GN PRESSURE RATRIG
<br />ORIENTED
<br />-0 11� - �, 2�
<br />U=m Y-y
<br />VALE
<br />SPLIT =RM PANEL ELEVATION
<br />SCALE I/Ir-l"
<br />2
<br />INSTALLAD914
<br />DETAIL� FgR REGULAR
<br />EANELSa a
<br />INIQ EXIONG WOOD SIRVICIURES
<br />717 W=-W
<br />I m-URB-
<br />-(46
<br />I= -W1 .nWm *1
<br />U "AW
<br />A,
<br />-41'
<br />40
<br />Mtr�
<br />MOUNIN
<br />INSTALLATION - ALTERNATIVE
<br />SCAM' 1/4'. 1*
<br />RUILD-OUT MOUNTIN
<br />IWAUMON - AMN&M I
<br />SCALE. 1/4- - I-
<br />QEWNG A IELOOR MOUNTING U" A FLOOR MOMN
<br />WALL MOUNTING
<br />INSTAUAM - ALTERMY1 INMAU"NS - AMMMVE M
<br />(SECTION AT TOP IS LIMITED 'TO +55.5-67.0 MO. SCALE- 1/4'- 1'
<br />INSTAUATWN
<br />- ALTMNATWE
<br />A-S�D. DESIGN PR�SS� RATING)
<br />SCAM, 1/4. 1*
<br />S&M 1/4
<br />ox.,
<br />Uml-
<br />149M
<br />FLOOR MOLWNG
<br />INSTALIKnow SECTION AAW
<br />t. INSTALLATIONS ARE ONLY VAUD FOR BUtILDINGS
<br />WITH A.S.D. DESIGN
<br />LOADS
<br />+
<br />UP TO 55�5, -710 ps.f. AND PANEL'S LENGTH UP TO 8'-B'.
<br />FLORIDA BUILDING CODE (High Velocity Nur 'Gone Zori
<br />2. FOR NEW WOOD FRAME C&STRUCIION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE No. 2. W/ SPECIFIC DENSITY Or 0.55 OR
<br />EOUAL
<br />No.�4167
<br />0= MT= M 20 GAGE GALVANIZED STEEL STORM PANEL PP.
<br />DRAW &ft
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />s of -,gg GAIL.
<br />TOP & BOTTOM MOUNnNG S M BE
<br />TO
<br />At uv,.
<br />-w;
<br />/
<br />141- 111 Wt' 7 20-176
<br />I )N-7SO. FINk (SM)MIN-M
<br />COMBINED IN ANY WAY SUIT ANY
<br />INSTALLATION.
<br />�X%q�v,s
<br />Owl
<br />!= t-Im.
<br />TER r Sw 10 OF a
<br />CaNDRIEn ANCHORS CONCRETE ANCHONS AKID4M' $a SCHEDW ON glen lk
<br />(SEE SCHEDULE ON (SEE WHEOW ON--"\ FOR wow 1-im* 1;a SECIM ON
<br />SHM 10 r*l^ 2,1* skm 15 1, a Iw
<br />stlerr 14) �47 W4, 3,111 OF 4,61 2 a vv is 3:
<br />POURED CONCRETE I' AA�l Ap't I T/15 F*-
<br />GUM CONCRETE -T
<br />COINRID)
<br />-su t U: 04-
<br />ONTERIN PANEL) (END PANEL)
<br />FOR MR v- SEPAIVinom
<br />To GLOW
<br />DRY 5 f i I
<br />STUD 0 11? 1 E/V21' 0 C 5TUD .2 1/Z C�
<br />I "**,- 714*1
<br />TO 0 12
<br />mq
<br />12-HitIt -it
<br />(-WMTE UICATM
<br />1K FS-
<br />W30mm iacArm.
<br />BLOOM W&L
<br />REOuwRm
<br />L100. &6/15 L111.1, 1w/15
<br />+lA 2/4 2" 3/4 4/4 2.
<br />ALTERNATE WCATION
<br />ON LIFE SAFETY PANEL l-
<br />AM W/NO LIFE SAFETY PANELS i LOCATION OF LIFE (SEE NOTE INLOW)
<br />PAmas
<br />W/o REGULAR tpAm
<br />L ($m NOTE I
<br />'Lm �W#Iuv AS
<br />- JL- I... REG" W/ OR SAFErf PAWL LAV PANEL 0 70 Be
<br />ON UTE SAFEV STOW PANEL OPli SMALL
<br />IRE Pft� I 1EMp=
<br />Fan) -QRM 10 FACWAFE AUAON
<br />SKC, 14) OPTION #1 FOR LIFE SAMY STR` AkVA�S
<br />TO BE INSTALLED DR REMOVED FROM INSDE
<br />CONCAM 41CHIM PANELN & 0A OF STRUCTURE
<br />tM SMIEDIAX ON
<br />smm'.) ------ ED ELEVADON
<br />WALL MONTINA ISSIAUAWN WALL AN 17100R..MOUNTM, 11 WALE 3/3r� I"
<br />SECTION I SCALE-� 3,W - I" SECTION 2 SCALE: 3/r - I' iR- GAP /4' m-.
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) T
<br />OR AS AN INTER)DR PANEL (ANY PANEL LOCATION IN BETWEEN END NORT I Nrr1QN
<br />UFE SAFETY PANELS WAY OR MAY NOT SE INSTALLED ADJACENT TO REAQXU!,�AS) PANELS 4, =A
<br />(W/ OR W/O AEG" TRAC".) SEE Hall I)
<br />2, LIFE �� PANEL CONSISTS OF O�Wg* GALVANIZED STEEL STORM PANEL As SECTION S-0
<br />PER SHEET 2 Of DRAWING. SCALE 3/32--l-
<br />TKS ITSELF TO BE REMOVED OR iNSTALLED FROM THE WRIDE Of
<br />STRFUCTURE�
<br />5, LIFE SA�� ACK TO
<br />COM T ONEW 12) & garrom Tp,
<br />I REQUI.- - TRACR TO BE COUP
<br />AS PER SHLT
<br />2 OF IHIS DRAWING- ... ....
<br />COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECT04S I ,LA� ..,l
<br />2 ON THIS SHEET, AS WELL AS DETNLS I & 2 ON SHEET I A,
<br />FLORIDA BUILDING CODE (HI
<br />Mial LENGTH MR COMPONENT Or. 15'. -gh Velocity Wu come Zore)l
<br />Mo.- ANCHOR SPACING FOR compoNm OANcmoma AT earom IS GIVEN CHI
<br />20 GAGE GALVANIZED STEEL STORM PA14EL
<br />SCHEDULES b& 2, SHEET 144
<br />COMPONENT MAY OF PERMANENT OP. REMOVABLE
<br />5 SEE DEL44S FOR INSITALLATION INTO WOOD FRAME BUILDINCS ON SHEET 15. GLOBAL PROTECTION PRODUCTS, LLC.j
<br />PAW. A- WET
<br />A-U Fm� (000�797
<br />6 SEE HEET 4 FOR DETAIL APPUCABLE TO THE NECESSM FOR THE OF
<br />S
<br />SFACM AT TRAMS INSTALLED A%A�Cfllff AND BEFORE) TO STUCCO/WOOD BANDS.
<br />MXIMUM A..%0, DESIGN PRESSURE RATING (p.s. . AND CORRESEQNDIW
<br />MAXIM!JM ?MEL L9NGTjH -L! SCHEDULE
<br />(VAM ONLY MR &0 1115IIALLATIONS AS PER SECDONS, I THRU 10, ON SHEETS 4� 5
<br />M"um IONA" SEPARATION
<br />f, (Smi, 10 cum
<br />OF
<br />."A -72.0 7'-s' OR LOS 2 1/4*
<br />1 n4RU i$ & 1
<br />-m5. -72.4 17,-e TO W-W M- 2 3/A' Umamno
<br />THFIU 0 & 7
<br />WP. -72.0 W-V TO ll'-2* U-, F101"Im"I"
<br />6
<br />.<U, -&0 $Z--r OR LIDIS 3 1/�v 91�c�
<br />& 9 & 0
<br />- W70 W/ T/4o#-,V11'S& MS & "~ ff WOW & WMM OF PARO-
<br />MMMUM
<br />A.S.0, DE$JGN PRESSURE RATINg (R.&J.) A ONDING
<br />SPACING UKEDW FOR REQWM 310M
<br />MAXIMUM
<br />INSTALLA11ONS
<br />ANCHOR
<br />INT-Q DU31M !QONOETE &
<br />(0= ONILIF FOR PhaSo& @ INSTALLATIONS AS PEN S=nONS I TWRU 7, ON SHEM 4 & 5)
<br />MAXIMUM AS 0,
<br />mloieum mom svcm m E., - 3 /2-
<br />MON IAPOOH
<br />CF TAP-WP mx-. Nhm�mxft: FGwAs to HANFOARE Fv1s
<br />APP To
<br />LJCMAME
<br />ERG
<br />MAaww PANEL
<br />PRESSURE
<br />TO
<br />=
<br />ANY cow H
<br />LENGTH 'V N
<br />To cowidi 10 CO.CRM skmx SUER
<br />r
<br />WA NIA W4 0 AVA
<br />RA N/A
<br />S'
<br />1 (BOTTOM)
<br />N/A N/A NIA 61 M/A 1. R/A IF
<br />NIA
<br />2 (TOP)
<br />IF
<br />N/A NIA NIA r "/A a.
<br />"/A
<br />IF
<br />-55.S, -nm r
<br />N/A WA N/X 11 stx 1. WA IF
<br />RIA
<br />OR Lm
<br />OR
<br />N/A N/A
<br />foarrom)
<br />W/A WA R/A NIA N -1.
<br />Np,
<br />7 NP)
<br />N/A N/A r
<br />8.
<br />1 1 (BOTTOM)
<br />N/A
<br />111A 0 1/4' a Ile 1 6 1/4' 1 0 Ile
<br />0 1/4:'
<br />5 (w/ootnow)
<br />SEE SHEM 10 IF FOR ANCHORS F(PE . SPACING FOR iNSOLIAD" INTO WOW FRAJAE RUROM
<br />41101,100 ANCHM SPACOM AM MOO" EDGE 01SWCE ARE MICUM ON 06 S>� FOR LO LM
<br />THAN OR"= ON SCHIDGUE RIFIX" ANCHOR VACH9 of MULYIPLYNO 014" V*" ON """M"' By
<br />THE FOULDWAC FACTOR& MR THO OPERVION TO IN POSftE, REDUCED IFFAMNO 001KNM usom FACTOR,
<br />V.ml im K Lm TH"m "Ov. SPACING macavo FOR MR ANCHOR � a AN010ps =0m,
<br />Room T" 1/4.
<br />w, 1/4.
<br />4�.
<br />NONG"t VNK`MF-(4)- 3 1 A
<br />3 2 1/�
<br />J,/2
<br />FLORIDA BUILDING OODE (KIIII Yelocity Hur carNs Zone)
<br />A 1/1
<br />IIA
<br />WJL L& ow oxosm new
<br />No, 4167
<br />.2m IMM iL
<br />rP
<br />20 GAGE GALVANIZED STEEL STORM PANEL,
<br />01
<br />0" all
<br />109C0,1111C.
<br />GLOBAL PROTE"O N PRODUCTS, LLC.
<br />51 STROU
<br />Tn.Ln TvFToHt '%PAN' r- 2 -176
<br />File.* w pHow (04)igo-7w. Ax� ouleft-oni, 0
<br />! " i -
<br />flo-91 -, mm is
<br />"IT, 111- T
<br />1 11 1 ;� " I - -- - FT --IT-]-'
<br />I.D. . SAI Lm 11RASS WNW W/ INSTALLATION
<br />DETAILE FOR ROULAR f-AMELa3L"
<br />Vi/7..C.
<br />PANEL Livorms up To
<br />In LENWHS of TO
<br />INIQ
<br />EXISTING W90Q STRUSQ�
<br />C. WITH I I w, THREADED
<br />pudirmw TO HIADER Too AU. URRnHS UP
<br />'"Do' 0
<br />X
<br />IV!!
<br />DOI,
<br />EOj
<br />HDOER
<br />amm
<br />ALTERMME 1W
<br />SCE
<br />.wv
<br />SM SQHUW ON SHW 6
<br />MR W. NORMIAlm I
<br />TO OLNm
<br />MR Mi�
<br />SEPAIIA000
<br />TO GLas,
<br />EQ� I,-
<br />Eof -
<br />Tm
<br />ED
<br />I-
<br />ED
<br />ED
<br />ED
<br />eq
<br />WOOD 1141:
<br />rw PuxF
<br />Olt no Loom UP 70 V-8, M-
<br />OR -10 PAN WAVE FEARS 0 DR
<br />AMNATPA 33N
<br />ALTERNATIVE AW
<br />t
<br />mm
<br />2`Fv PLATE
<br />ALL L04M UP To #'-W M-
<br />MO.
<br />DIRECT
<br />CON1R9W19W'N"SM&AN*G*H6&�
<br />03 LOCATIONS
<br />MOE SHUTTER TRACKS NOT SHM FOR CUIRTTY
<br />SCALE
<br />SCALE
<br />N
<br />1. INSTALLATIONS ARE ONLY
<br />UP TO 55.5, -7ZO
<br />VALID FOR BUILDINGS WITH A.S.O. DESIGN WADS
<br />PSF AND PANEL'S LENGTH UP TO W-B"
<br />FLORIDA BUILDING CODE (High Velocity Nu Gone Zone)
<br />2. FOR NEW WOOD FRAME
<br />CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />Z
<br />-2m IRTM
<br />20 "M GALVANIZED STORM
<br />PINE No. 2, IN/ spianc
<br />oiNsiTy oF o,55 OR EouAL
<br />STEEL PANEL
<br />51
<br />C 0
<br />GLOBAL PROTECTION PRoDucTs, Lm
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />kk 1%�.m SA H.
<br />--I-
<br />PHOMI (064AW-750. FA-11 10050-67"
<br />20-176
<br />INSTALLATION,
<br />I
<br />707-jr =Am
<br />W-7, I AFT I A FEN III I FnTW"L W77. I'D k a -f f? FK 2FWI7-1 0 01! WMA, I
<br />ALTERNATE
<br />LOCATION
<br />At END PANEL
<br />STUDS a EVERMY
<br />V02 t 0. C)
<br />H
<br />7
<br />J
<br />sm SEE 0I i INTUPOR PANEL END PANEL
<br />�gw B �i S LE �I i
<br />-a- 2 ft FOR 1-31
<br />.. NOR
<br />SPACM
<br />OVAIL 2 FLQQR MOUNT-ING INSTALW&I (APPLICABLE IQ MHEDULE .2)
<br />ScAUE-
<br />MAXIMUM A.S.D. DE RESEQNDIN
<br />MAXIMJJM PANEL LENQTH OC =HEDU
<br />MwmvM ASA
<br />DESCH
<br />PRESSURE
<br />RAnwo
<br />a TAP-Gw
<br />rxx-w
<br />P01119m 1010ALE V
<br />PANELAi
<br />OF TAM
<br />M"Num PARID,
<br />UNCH -L- 00
<br />TO
<br />MA'AM
<br />To
<br />cawxm
<br />IM
<br />TO
<br />o"I'm
<br />CONCRETE
<br />a
<br />-mm
<br />To
<br />wKRm
<br />am.
<br />V
<br />N,/A
<br />N/A
<br />N/A
<br />il
<br />NIA
<br />sm
<br />N/A
<br />S'
<br />N/A
<br />I & 2 (TOP)
<br />+5510. -72.0
<br />F2:_f
<br />G.
<br />11.
<br />a-
<br />9,
<br />-
<br />9":�
<br />1.
<br />a.
<br />a.
<br />a .
<br />I (BOTTOM)
<br />--a' OR LESS
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />'.
<br />WA
<br />W
<br />N/A
<br />6*
<br />N/A-
<br />I * 2 CMP)
<br />+5S..O -72.0
<br />-
<br />1.
<br />5
<br />9,
<br />B-
<br />a
<br />1/2'
<br />0
<br />v
<br />9 .
<br />V
<br />t (BOTTOM)
<br />�5--C- To 71-C
<br />.55.0 -72�0
<br />e
<br />N/A
<br />N/A
<br />INJA
<br />91
<br />N/A
<br />I-
<br />f#/A
<br />v
<br />N/A
<br />I & 2
<br />l-Lw
<br />7--e TO
<br />v
<br />4'
<br />r
<br />-
<br />v
<br />6*
<br />, 6-
<br />61
<br />'.
<br />1(.4
<br />JA0hRiM A=
<br />DESIGN
<br />PRESSURE
<br />�Ag I MW 0 5111' W Told TOP ff 900
<br />QUE I MUD 0 r Mh,, FROW W Or ANCLO
<br />AP
<br />A m. -.:
<br />G�y' tomew Ino?
<br />, .B.�
<br />MAGNUM PANEL
<br />LENom v (FL)
<br />TAPCON LALK-W
<br />Ram t-f.1
<br />To
<br />POKIRETE m-mogm
<br />OF THEM
<br />+49.2 -51,5
<br />3. 3'
<br />2 (BOTTOM)
<br />7--W OR
<br />+52-8 -66.0
<br />1. 1.
<br />4- e
<br />2 (130TTOM)
<br />7-6' OR I M
<br />+S" -77"
<br />2 1/2' 2 1/2-
<br />4' 3 Ilr
<br />2 (BOTTOM)
<br />7�r OR LESS
<br />+S&O -7".
<br />22 1/2, 2 $/2-
<br />�/A /A
<br />2 (BOTTOM)
<br />7'-S' TO 8' D'
<br />1*55,0 -72,01
<br />N/A
<br />1. 3r
<br />2 (901TOM)
<br />I ---
<br />RT 7
<br />f-k
<br />-
<br />.&A -72.
<br />1 __V-r
<br />I ale
<br />SEE 94M 15 FOR M04ORS TYPE & SPACM PON JASENIATICIG INTO WON MARE RUWM
<br />MPAKW ANCHOR SPACIRM AND MWIMUM EDGE WTAAM ARE "CATED ON THdi SCMMU. FOR
<br />7HAN MrAM ON SCNI� RIVXE ANCHOR SPACINQ BY MaTPuiftfQ SPACING
<br />=U3S
<br />. SCHOGULE BY THE FOLUNIM FACTORS MR THS OPINRAGON TO SE POMuE
<br />PODUCED SR� OffROW USINO FACTOR 90ALL hfll� BE LESS THAN MPAWN WACM
<br />MICARDO FOR EACH ANCHOR T01 ff AROMAS LMM
<br />001110 Twit
<br />TARVAI
<br />lw-,Mp
<br />MAI a
<br />w AAKRQR SPACING 0.)
<br />3
<br />3
<br />3
<br />*A=I
<br />In
<br />4
<br />MUM
<br />A.S.D. DMIQN
<br />VACIN9 SCHEDULE
<br />PRE3UVRE
<br />FOR
<br />R
<br />REGULAR
<br />IbIG (g.s.f.)
<br />SMRM
<br />AND
<br />PANELS
<br />CQRRESEQNQING
<br />(D A r&
<br />MAXIMUM
<br />INSIAUAWNS
<br />ANCHOR
<br />INJO EXISTING CONCRETE & CONCREJE BLOCK STRUCTURES
<br />(VAUD ONLY FOR Pmw(D&@MSI%JUATIONS AS PER SECTIONS I THAU 10, ON SHEETS 4, 5 A 6)
<br />MAXIMUM ANGNIM SFACft FOR ED. 3 j1r
<br />ASLIX bm"
<br />OXON
<br />Gr TAP-GRP
<br />stcooNs f & MAXWW PANEL
<br />RMSUIGE
<br />To
<br />TO
<br />TO
<br />To
<br />ANY CDWSAMROk LENGTH '1* (PL)
<br />PAIING
<br />70 CONCRETE CONCRETE
<br />TO CONCRIFTE CONCRETE
<br />10 CONCRETE
<br />CONCRIME
<br />TO CONCRETE CONCRM
<br />10 0ONCRETE
<br />CONCRETE
<br />OF THU
<br />RIC,
<br />at=
<br />OLOCK
<br />SOCK
<br />N/A
<br />N/A N/A
<br />N/A
<br />6.
<br />N/A
<br />S-
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />4
<br />N/A HIA
<br />ir
<br />5.
<br />0.
<br />NIA
<br />N/A
<br />I (BOTTOM)
<br />N/A
<br />N/A N/A
<br />M/A
<br />N/A
<br />a'
<br />N/A
<br />NA
<br />K/A
<br />2 CTOP)
<br />NIA
<br />N/A N/A
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />2 (SOTTOM)
<br />+msi -72.0
<br />NJA
<br />N/A N/A
<br />N/A
<br />r
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />3 & 4 (TOP) >7-5- TO 8-r
<br />OR LESS
<br />11A N/A
<br />t,
<br />6
<br />w
<br />N/A
<br />W/A
<br />.3 (WTTOM)
<br />N/A
<br />N/A N/A
<br />N/A
<br />1.
<br />NIA
<br />N/A
<br />.1A
<br />7 (TOP)
<br />/A N/A
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2- 6 1/,s'
<br />12 1/2'
<br />6 1/4'
<br />6 t/4*
<br />6 1/4'
<br />a I/e
<br />6 1/4-
<br />NIA
<br />N/A
<br />5 mp/sanom)
<br />NIA
<br />-7
<br />N/A
<br />NIA
<br />5 1/4- NIA
<br />6 1/4�
<br />N/,4
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />a 1/4-
<br />N/A
<br />NIA
<br />6 ITOR/BOTTOM) TO
<br />N/A
<br />N/A
<br />NIA N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />6 1/4-
<br />6 1/4-
<br />6 IJ4'
<br />6 1/4'
<br />a. j;. 10 (Toil)
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<br />N/A NIA
<br />N/A
<br />NIA
<br />N/A
<br />N/A
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<br />N/A N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />6-
<br />6-
<br />6 1/4-
<br />6 1/4'
<br />9 (BOTTOM)
<br />N/A
<br />./.A N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 114-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4-
<br />10 (BOTTOM)
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