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<br />MAX. &SAL
<br />DESIGN
<br />PRESSURE SIB E
<br />(P.R.1.)
<br />MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SHEETS 6 & 7.
<br />APPUT;A81E
<br />yiijA
<br />ODM&NANY
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<br />MAk'FMUM
<br />PANEL
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<br />PANELMATE
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<br />6 1/2-
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<br />6 t/2'
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<br />-
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<br />H 1
<br />9 2 T 2'
<br />6 i 4'
<br />1
<br />1 a .
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<br />4'
<br />_
<br />6 1/2'~
<br />6 1/2"
<br />-
<br />'
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<br />1V-4"
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<br />4 t 2'
<br />t0 If2'..
<br />.i3"
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<br />4 i °
<br />8 If2
<br />�J,13"
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<br />7"
<br />__._. 12__�.
<br />43"
<br />7"
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<br />13'
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<br />8 .If2'
<br />3W (BOTTOM)
<br />pY' (10P)
<br />4W (BpTtOM)
<br />a SEE TABLE #1 FOR MAX.. &S,D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />MA!T:. A.54,.
<br />DESIGN
<br />PRESSURE
<br />(p_8.9,)
<br />MAXIMUM ANCHORS SPACING FOR E.D, - AS SHOWN ON SHEETS 6.& 7
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<br />PANEL
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<br />PANELMATIE
<br />FEMALE ID
<br />PANEL -MATE
<br />PLUS
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<br />73'
<br />13`
<br />137
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<br />-
<br />_
<br />6 If4' _.
<br />12 1/2'
<br />6 t/i'
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<br />. 1/2'
<br />5
<br />7 112' _
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<br />TABLE
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<br />MAXMN PAN
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<br />6'-8"
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<br />6`-2'
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<br />MAX. A.S.D.
<br />DESIGNP
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<br />13'
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<br />13'
<br />13"
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<br />19'
<br />13'
<br />13'
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<br />13"
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<br />13'
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<br />J
<br />3 LiOi£'
<br />( A'A6
<br />8`,-
<br />5 5 /2
<br />6-
<br />6'
<br />�®
<br />6"
<br />H# 1X
<br />8'
<br />F 7 2"
<br />6
<br />-
<br />ft'
<br />_
<br />6"
<br />9"
<br /># {TOP)
<br />H°
<br />@
<br />8'
<br />8'_
<br />or
<br />6`- 8'
<br />8"
<br />8"
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<br />7 i f2
<br />4 (TOP]
<br />8-
<br />13
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<br />8 "
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<br />3
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<br />5 gT}jT{T}A. ).
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<br />6 Ile
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<br />6 IJ4`
<br />6 !f4'
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<br />6 114"
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<br />73. '
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<br />7 1 2
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<br />S 112
<br />_ /
<br />is-
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<br />4 1/2.
<br />1 :(TOP)
<br />AS, .
<br />To
<br />T4`"4"
<br />_ Ir
<br />8,
<br />73"
<br />r_-.
<br />is,
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<br />6 1/2".:
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<br />"t-`"
<br />1
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<br />8 1/2
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<br />8'
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<br />6 Y /2'
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<br />7'
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<br />5 1/2
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<br />2 iTQP)
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<br />6`
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<br />!3'
<br />$ 1fx'
<br />13"
<br />8 1/2`
<br />8 1J2'
<br />8 7/2•
<br />13'
<br />5 1J2
<br />a (ip")
<br />S3"
<br />7'
<br />13'
<br />13-
<br />1.
<br />13" i 9 1/2
<br />10 If2
<br />7 1/2
<br />Is-
<br />5 1/2'
<br />.2 (BOTTOM)
<br />13,
<br />#7 1/2`
<br />13"
<br />13'
<br />t3'
<br />to,
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<br />10'
<br />1!"
<br />8"
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<br />6 Ile
<br />2 (BOTTOM)
<br />Is,
<br />7'
<br />13'
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<br />.�Is-
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<br />-8�1/2
<br />19 i/2
<br />13' [ 8 1/2
<br />4O I/21
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<br />3 diDPj
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<br />7 1/2'
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<br />11'
<br />8"
<br />13'
<br />H IfX'
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2
<br />72 1/2
<br />6 5/a`
<br />6 1/4'
<br />12 1/2-ib Ile
<br />-
<br />�
<br />5 1/4-
<br />6 I11V
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2'
<br />2 t/2-6
<br />t/4`p6
<br />114'
<br />_
<br />1 2 1/
<br />12 If2
<br />-
<br />-
<br />6 t/4",6
<br />1/4"
<br />3 ({RRTDF4)
<br />7"
<br />3'
<br />B'
<br />3 1/2'
<br />T'
<br />3 t/2`
<br />8' 4'
<br />4 1/2`
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<br />a If2`
<br />3'
<br />4 (TOP)
<br />7 1/2
<br />( 3-
<br />8'
<br />6"
<br />r
<br />4'
<br />6'
<br />4'
<br />4 1/2'
<br />3 1/2-
<br />6 1/2•
<br />3•
<br />+ {[i )
<br />H-
<br />-
<br />6'
<br />-
<br />8'
<br />8" i -
<br />5 T
<br />7 12'
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<br />4 _fa_OTTOM)
<br />H'
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<br />t3•
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<br />0 1/2'
<br />ur 9, 1/2'
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<br />7 yr
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<br />6 (TOP)
<br />IS'
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<br />7H 1
<br />13`
<br />13,
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<br />6 If2'
<br />5 (TOP)
<br />/3'
<br />7`
<br />13"
<br />13'
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<br />8 t/2'
<br />,
<br />T3' (8 If2"
<br />1D 1�
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<br />13,
<br />6 I/2"
<br />5 (BOTTOM)
<br />13"
<br />8 ifY
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<br />5 (BL1TiOM)
<br />,.5"
<br />13"
<br />t0 1/2
<br />5}f�
<br />7'
<br />13' 7'
<br />7 If2".5
<br />If2`
<br />13'
<br />4 If2"
<br />6 (TOP)
<br />13'
<br />H'
<br />T7"
<br />T3`
<br />43'
<br />S )/2"
<br />13"
<br />fl i/2'
<br />8 1/2'[6
<br />!/2'
<br />17'
<br />5 1J2`
<br />6 (iT3P)
<br />-
<br />6 t/4`
<br />B 1/4•6
<br />1/4"
<br />8 k/4"
<br />- -
<br />-
<br />-
<br />b if4'
<br />6 t a`
<br />6 (BOTT."')
<br />-
<br />-
<br />H t/4"
<br />b t/4"
<br />8 1/i"
<br />8 1f4"
<br />-
<br />-
<br />-
<br />8 14`
<br />8 ifi"
<br />ff (TA7TT'*...
<br />SEE ww 11 FOR ANCNat TYPE R SI Ims MR omAw ATNAs INTO SIM PRAMS BUIIDm=
<br />e MINWeIM ANCHOR SPAaMRS AND MINIMUM MOE DISTANCE ARE INOAAFED ON M5 SCHEDULE FOR iD,
<br />LESS THAN' INDICATED ON SCHEDULE REDUCE A14CHOR SPA001% IF MUORPLIYM S,AADIKI SHOWN ON
<br />SCHEDULE Or THE PDLIOW94 FACTORS, FDA MIS OPERATION TO BE POSS18i.£. REDUCED SPACM
<br />OBfNf[EO WIND FACTOR SH A L NOT eE LESS TRW AAMM+M SPAOW FOR EAO* AWTW TYPE
<br />ON INS. 5C1E1,14E.
<br />1/1'0
<br />T/4
<br />)fa-#
<br />1145E
<br />1/i'..
<br />1f4'S
<br />ANCHICIR 1Y
<br />tAPcoN
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<br />_.N_NMAMX
<br />P
<br />Aim
<br />_ _
<br />04 -ANA"
<br />_
<br />GEL%%-.T
<br />YPamum NOD," SPACM (iP.)
<br />]
<br />]
<br />]
<br />3
<br />2 1/2'
<br />1 2 I/7
<br />wxw&w£8GE Wxk
<br />3
<br />7
<br />3 ,!2'
<br />]
<br />DISTANatto.) E90(
<br />3
<br />1 t/i'
<br />] tfz'
<br />' ifs
<br />3 t/t'
<br />Anvil. = DIB wm
<br />FACTOR
<br />_..
<br />.
<br />as-,-a50
<br />-
<br />2 Ilk
<br />UD9
<br />0_
<br />Jb
<br />-
<br />0.61
<br />y
<br />IS
<br />(L0
<br />a
<br />iI
<br />*� SPAN3Nt5 ONLY VALID WHEN SPACER QB IS ()SEA. SEE T 11 FOR MAR(. A.S,o.
<br />. DN Nt LEADS & MAX. PANEL LF1'IGTHS WHEN SPACER USfD..
<br />you
<br />&I 6
<br />AS.D, On" LOAD
<br />PANEL
<br />�G H
<br />40 PSF OR LESS
<br />V-8"
<br />> 40 PSF TO 50 PSF
<br />6,-2"
<br />> So PSF TO 60 PSF
<br />5'-to"
<br />6 MAX. PANEL. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W1 SOUD SET ANCHORS & W/ SPACER AT 12 1/2" O.C.
<br />,,.__ ___ ._._._.._.____.. - ____ --_.._-ANCHORS (SEE SECTIONS &. ALTERNATTVE$ ON SHEETS 11 14, 15 S15)-_--- ___------- .---- .-_,.
<br />13. MAX. -
<br />R-1A/13, R-2A/13, R-3A/14, R-10/13, R-28/13" R-30/14, r r-'
<br />Q.M.,�. 11-- R-RAW/15, R-2AW/15. R-SAW/16. R-18W/15. R-29W/15, R-3BW/16, k'-,
<br />..—
<br />(1-,�____,_..
<br />_
<br />-.___.-_--- T- ._-_.-`-_
<br />� __ _ w ._ _ _____ _ _ �,. _T__ __ ~�__ __� 11 1
<br />I
<br />g I 1 I I, f
<br />I 4 I
<br />i
<br />1
<br />I I I 4 I l I_ + N�'. t ' 3 If2
<br />�'. C t 4'IL-20%1" S.s, 1BWS W,0 I I I v
<br />MAX
<br />kk {USE FOR PANEL LOIG-M PANEL tPxcRfi
<br />' 1 {OVER T-e")
<br />�J I
<br />R 8'-8' @ +40.R -40.0 a.l.
<br />.R p REGULAR STORM PANE EGUtA2 STOITA ANEL L p .
<br />1 I
<br />W OVERLAP MID PANE1. i.EAY>TY HkN.-
<br />i/ >j
<br />I ,
<br />LIFE SAFETY STORM PANEL Ilz.
<br />I ;
<br />0 OVERLAP MID PANEr. LENGTH BIX. (W/ lj
<br />__ ,
<br />A C I A ` iffi V-8' MIN. PANEL LENGTH
<br />_ _ _ ! " _ _ _ .... _ , ..... , : �. - _ ,+_ .-_. =_w' AT ALL 71{OdAN}9NG5
<br />Ts W ' # S.S. BOL :
<br />AT _ /,P3 -
<br />I EA OVENUP
<br />jl
<br />[
<br />_-____._______ , - -, __ ___ �_ __. � -1. :.41 , I -1-11 ------- _�_ -11. _ — - 1- ' ,--- _______1 5"
<br />(I r ,( i L/2
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<br />-_------'-.----..__ __:.._„._-,.____e-- .,--i--------.__. „. ..'...__ ,,.__.'___: _.____:.,�Jf�_.,,_� .._-_I-_--,.-.--.-•-__:_._._ - . .,__,_,._,:.' °.
<br />'. 'L 2) NOTCHES A7 S ' i .
<br />LTDN a LFE SAFETY [
<br />I t,L' 1. A 1, PANEL BOTTOM CORNERS - a
<br />DAL.(�, N N. , _ _ .._i_ _ __ 4
<br />- ,,-4A"RIM� .•iIY REAP_ �.. .�
<br />OR - WING NUT AT .I�L1TERIOR WING NUT AT
<br />13"' �_ LEFT PANEL - RIGHT PANEL. 3 1MX INSTALLATIONS ONLY VAUD FOR WIND
<br />1 MLA. R-IA/13, R-2A/13, R-3A/14. R-1B/13. R 28/13. R 3B/14, 1 MESA SPEED UP TO 170 ni.p.h.
<br />100, R-RAW/15, R-2AW/15" R-3AW/16. R-18Wjf5 R-2BW/15 R-36W/16.
<br />r. ___..__._ .___---- _..-_ .. .---- _...._ANCHORS (SEE SECTIONS & ALTFRNATPJES ON SHEETS 13. 14 is &16) .._ .._. __ I_..._...-.. ____
<br />11'r NA%. GAP
<br />UFE SAFETY STQRM PANEL (-i ELEVATIO,N (t) 7
<br />-.. SCALE 1/4 t'
<br />REGULAR 3 H87 t REGULAR
<br />�...,•... STORM PANEL (VA ala!JW t W4MXE VALLEY') STORM P
<br />tit
<br />. _ _.. 11i1 /4t9�IFFIN NN
<br />r-_...__-s_�^+-:'r'_'-=-_I: ...._..__.:z.-� \__ ,_ _.. .. __._e __. __..,-., �.__=n__.._r_.._..:.erx=-- ._zr _ -- __:#max r.:` iw^+_...:cr_..�NE.Lra'
<br />1 1*: s
<br />LIFE ^]APE v PANEL s'P; "iy, FLORIDA BUILDING CODE Nan High Ve1o9i1y HuTrpoHW Zone)
<br />��i '�y,1c6, ',<(JR#p►.4 °$°`°''. ""c" 24 GAGE GALVANIZED STEEL STORM PANEL 'ORAffix 81„
<br />..
<br />E 1 � F .4T Q f Mc, GLOBAL PROTECTION PRODUCTS, I.I.C. 07 aI
<br />SECTION A -A t600 S.W. 5, STREET
<br />RAl ]w. A4 w JnT,1 alwe. R b ft"Im FL as314
<br />SCALE 1/4'-I' - 0.)N1--Jz.t AN-I.aN PHONC:(954)BB-r6i5. f-Ut TB54 -6T9z 20-175
<br />0.1"•aN^' — 0fl4WVt0..;
<br />rA-0op9719
<br />�, �dAIWi".TIIIE/GLARE wa3m A T413T y.. Pi 11 m +t-I SHEET It OT to
<br />44t
<br />IN IO IU E-08 LIFE1,
<br />INIQ W-QQQ STRUCTURES
<br />_ '.. ._ _ _ _ .. l _
<br />j''''"'''"�'"''°"` h,
<br />- WINO HFAOCR •31 __ _ OD N'cADER !
<br />__ -,1 Y, _ __ FI _Wfl00 HEATER 1^�._ !,t WD00 HiMER
<br />t`' �ECiMIRED FAUIRED� I AEOWRED A i I' BfOUfNcD
<br />ry
<br />#,
<br />1Z4'0 TAPCON /4'9 TA'x'ON •, :, �4'9 TAPCON j{L, 1? k 45f TAPCO71
<br />'(, ANCHOR O 8" O.C. If t - j1 CHOR O 9' O.C. ± 1 �'Ii1 ANCFIOR O 8' O.C.` i yt OR 6 8' O.C:
<br />11 11
<br />`I. % T1 I Ili _ �}
<br />�/
<br />NT. _ If2` .1/4' - H t --- 1J2•
<br />-I UNIT i /+• li 1/4- 4/+•
<br />i 7 ,
<br />" , MAX. 1 ... j', 11-.___...-..__) F /: ''I MA3....__...__ + !'f, N'� pyyt,� _i
<br />m M. m M M.` I
<br />41i 1 1 1
<br />1= i
<br />1 ..-./�"1 1 ; ! 9 I t& R ; ,_(1D i..- i -4'� J i.
<br />}✓ I ,/a.-2wl' 11 I !,.st U 1 Tffi€^:P✓xasn i
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<br />{i f"' FA pA E
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<br />-, ;... { :
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<br />L.
<br />0 .- 1 1. Ma%. fw ) (SEE ELEVATION U - I PANE_ LENGTH A ..__ _il`- i`--•-'-e H" ELEVATION
<br />R 1 I PANEL LEWIN B t ON SHEEP 13) ' n t # NON SHUT 12)
<br />V .. ._--_ _ -, _> (SEE E1EYAt10N a _. r _ _..I g - ..-__=t'at==r -` �� z �" a - -- -".
<br />1t 1 I ON SHEET 12) a I 5 R Ii: i SHEET I2). 9 --I _� _
<br />R t a i.-_�__..3 a 1 WTI. I L1 I __ p_ ' . I - .
<br />A 4 Md. ( _. T- a"- SEPARA710N I rt- '7-- -'`9-.-TT-y
<br />ir-SEPARATtWu_.. I t 7t�_ t Min. i _-I 7 p� TO OLASS. ...I _ _-.C3I 9 I' Min. _ 1 f --t',f -
<br />8 -* GLASS. 1 L/2 SEe'ARAnoN^-. C' '1
<br />B I n TO OUSS. I - 11 I ( B-'--SO GLASS. - I (
<br />. i ( I I � i , 6` I r•-;. 9 f-I 1 ( f/2 a TO CUSS. 4 _ H"
<br />F 1 I .,i,/r r - -I .12 I/r I -------.I-:� r f. i E
<br />����lii
<br />ED - I x Ea - 1 as EQ _ -__ 1 __ i 1
<br />1.- -1 I I "Is .1 J 1
<br />I - j
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<br />;O S _ E4 _ f 4 E'#O ..�'.! _ �' ,�!' �i 4'Pa E -' _ ,-i ____ •11
<br />u"I 7 °
<br />I 1 1 1 ,II ew.iS k� i .._11
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<br />-TAW ALTERNATIVE R-'491V �LtIFRf�ATi R-2AW RNATIYE R-28W
<br />ALTERbiATiYE 1-11
<br />1 REGULAR PELS him ETY PANEL 2 RFOro, R PANELS �iE SAF E3Y PANEL
<br />WALL MOUNTINGS '00HNNN WALL MOUNTINGS
<br />SCAMP 3/8-1" .�..'T'.. ,rte, SFJ,LE J/H>t`
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<br />.3030 TL7I3X!, NG- PP_
<br />I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN , 44167 /^-^ ---�----- 24 GAGE GALVANIZED STEEL STORM PANEL ORWIN an
<br />PRESSURE RATINGS (p.S.f AND PANEL LENGTHS AS 1 * . * F""� - f --' f 9rf27/292a
<br />PER ELEVATION ON SHEET 12. s..a:_ STATE Dom?-," - i96.i ECO E.a. .GLOBAL. PROTECTION PRODUCT A LTC, att�
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD ;,t. TIC---" . -:.R END+NFERavp:. MP 4" S.W. 51 STAW
<br />44yy I��x 19 AWE[.fl- 3T31A
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