|
--
<br />END SR F I T N ONCE
<br />CONCRETE BLOCK OR WOOD STRUCTURESL VALID FOR REGULAR LIFE
<br />7
<br />SAFET, Y & E-"Z HANG STORM PANEL (T) SYSTEMS
<br />-,'`-I 1
<br />y r I
<br />IL _ � irouRED G .."#,., I- - .. -. ,. P't'' ./{a�.""- Oil �..,.... °MCREFE', _..
<br />"` k.,,a7 VLF' wNO!1ETE BLODN 7XY '.,.
<br />,,,
<br />, . .. -.
<br />r [ 11 S N .09J MITI. H-t4� !
<br />4' a PRPAIE -
<br />VAR1E5 YA w0tl B0e3-T4 ALLOY 04Wt N.11M, " };�
<br />V.atlA'I 1BE TIEOVA9ED ANGLE 1RRN t/Ot A 13/4" 7'' Y
<br />`�.. r/'i. 2 �. TAPODN w 12 O.C: --_T
<br />I
<br />.
<br />POURER CONCRETE, CON I111--- <`+'
<br />BLOC. OR 3'W WOOD FRRAAMEE - POURED 40NCITM � .,` ' '- Y r t/4`P . ' 7'7
<br />REONgD CONCIRTF BLOCK ffR I I(_ _., ,^% ARLTiOR "' .. I
<br />R �4• , 0
<br />2 " wtwo Fw4NE4'
<br />4,,�,,
<br />in OAP 1
<br />�r,, //
<br />tv...__ ( -I :�
<br />v..E.,.n.. .. _ fLTA1' AV+Ai`L 1L
<br />3/4 '
<br />-
<br />YKTPTERNAi LEG t➢rATXIPIRRM2' t .. ...
<br />3..3 a CONt. :..
<br />.D65
<br />-, 2 .. 9.
<br />r
<br />1AWc { 47 ALL@! ANCAE 0R
<br />GA, `
<br />St. '-Hi 64 °.VtEEO
<br />f ➢5 FRX.RIEO . . LYX+CREIF.
<br />q 0 - GCX
<br />iTMA�" FtETAL .AtITM,. ftFT/T PLATE e.
<br />2 i X. 1 X t2S s .... 6L rd± ? A4 YNOO FRAME
<br />r
<br />r REOtPREtT } 0a-Hts Lllt � 1 t t
<br />' t1 (
<br />CONS-iC ALLOY •+� 2" -. •_••
<br />._.J ,f'"���
<br />t
<br />corn. ALUM. ARGUE u°.. ! J
<br />___.i M°.. GAP
<br />4 12" O.C. S,08-Ain OR 6DO-T'6 A.LOr
<br />W/iACX Nui COAL AAtn ANGLE
<br />P AS i S C CASE LAN)
<br />CASE A (ELAN) CASE B PLAN ��..�, �P
<br />''
<br />:4'- w SC 1. '-I" a".=.
<br />SCALE 1 i ALE 4
<br />1 "=9' SCALE' 1 1 f SCALE 4 ! ! /
<br />_ _ --..-t-v ___I SQUO-SET OR CAX-M
<br />I T1.00 PANEtlNIE
<br />�tr ♦ PGNI€U CONCREt`,�.. FXiS,R+a IMA1 At 'FESMLE M, /d0 -'
<br />-- " $'----{ J' 1 , OR CONCRETE B.aC# -:.- '-IBP. BOr= OR P"'ITI TE PUTS (SEE i
<br />f.SX INURED tat I OR T".4' waoo : .SIDES OF OPENING _ SONG€1XttE OR SNFEF C.
<br />_ - (MIN PANEL CONCRETE VARIES -I I FRAMERQUWED AS APPLICABLE ; to a It}
<br />OVERLAP BEYOND NOW 6, U. O t:.9
<br />) CONCRETE, CONCRETE REOUIREO r
<br />OPENING wIDDH �, - r, 1 } n .�i;:4 v,
<br />``aas..n.l' '
<br />OR ?'.4' WO00 FRAME. I
<br />x fEp A FD a I I - Aa
<br />'lam'.{
<br />._..}rk.._.....
<br />,.'µib �'°^„ /pJ" (`'I�Nr. w nNct+aRED tmaNlt I
<br />±
<br />I VARIESE±`',F
<br />I"7:'`' .> "iF-:''li#t1T 3Uti4ES PJJWif.LTa
<br />( I IMALL CUT END PANEL)
<br />1 (NEVER
<br />i X . RO DISTANCE �-1-�7-� I
<br />1 ,
<br />-,
<br />///
<br />'� .-€ t j f/� 'le' w ss eats +.,"" Nr#AFAA CASE �► (,, LAN(
<br />/
<br />✓ W'Ip. NMMON1@NNr e. a,A+''iF.11 A: T1141:/ SCALE 1/4"a1•
<br />'':1
<br />NIILTNK' Mn . L1XX 1 Loll
<br />•. .R' VALID F MOUNT INSTALLATION ONLY
<br />OR INRE MOU O L k
<br />CT
<br />.Fs rTl .. R,. .1:
<br />. c �• �'L`����'ic ^.� i CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />='r
<br />x : ND': 44t67 ': a SURFACE LEVEL VARIATIONS WITHIN 3/4"
<br />i dr: * ., * s FLORIDA BUILDING CODE Hon High Velocity HursTcone. Zone)
<br />/q' EC0
<br />CASE E N) CASE F P N :a;
<br />.A 21 PANEL
<br />4E-4 ,. GAGE GALVANIZED STEEL STORM ANE oRARN
<br />r''-.�.T` �40molf`
<br />Br:
<br />SCALE 1/4"el' SCALE 1/4"-i" �4 ,p=
<br />- Esc ,. \ I, a °f °
<br />. I L E C► O 1Nc. \GLOBAL PROTECTION PRODUCTS, U.C. TAM..
<br />11 +nui yt - _
<br />/,' '2.7^P."%11 N 3wtn&@ .t�.'N+slriWm,COi rM1P3 Y MOO S.N. 41 6114Ei
<br />iVME. FAITH 20-175.
<br />..s.. t3ftlTfYb rrN-THIN )MOPE (454)4BA-7546, nL4: 14`+Y-Ni]47
<br />,
<br />' CA..00D4114 N+t w wmem+ rT, aw w 4WMNn M(MARTIN. W. _
<br />PS WATER A - ,r., PSlai, :. #n rt,.ra 6NCEi @': # i8
<br />(VALID. ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS B & 7)
<br />MAX, AS.O.
<br />DESIGN
<br />PRESS
<br />RATINGS
<br />(P.a.1.)
<br />MAX11" ANCHORS SPACING FOR E.D._AS SHOWN. ON SHEETS 6 AT 7
<br />APPLICABLE
<br />TE ATNIVE V -
<br />CGMfRNATC14
<br />OF THEM
<br />6tAXA4UM '.
<br />PANES.
<br />(it.)
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />93,
<br />t3"
<br />13`
<br />13'
<br />13,
<br />lw (TOP)
<br />t 3
<br />t3'
<br />t3
<br />13
<br />_
<br />1 S
<br />1W BOTIDM)
<br />1
<br />-
<br />61 2"
<br />!
<br />6 1 2'
<br />6 2
<br />!
<br />6 1 f2
<br />6 1 T
<br />W ROP )
<br />-
<br />»µ8 �
<br />.. _ 6
<br />-
<br />_ 6
<br />e
<br />6 1f4
<br />e-..
<br />B`
<br />.--- 1/2 -.
<br />6
<br />_ -.
<br />:. e �_
<br />1 4'
<br />6 I
<br />..__
<br />(BDf1'.•)
<br />w (TOP-�
<br />SW.BQfr.)
<br />( )
<br />�.(TW')
<br />g.-Oa.
<br />OR.
<br />LESS
<br />-- i3' -.
<br />- 13 ...__. _
<br />_
<br />t3" _..
<br />_._ I3
<br />73
<br />a45, -4S
<br />OR
<br />LESS
<br />- T` 73"
<br />13'
<br />_
<br />1 "_
<br />3
<br />__ _
<br />T3^
<br />�_Is- ... .,
<br />(,-) )
<br />4w.
<br />1.3
<br />13"
<br />13,
<br />Is.
<br />8 1/2`
<br />J6"
<br />III (TOP)
<br />13,
<br />13,
<br />.3'
<br />13'
<br />IOU (Iwrrdq
<br />6 1/2'
<br />6 1/2`
<br />6 1/$' -
<br />6 1/2-
<br />�
<br />6 1/2'
<br />(TOP)
<br />I
<br />I
<br />r A'
<br />( )
<br />.RCP(
<br />>Y- '
<br />0
<br />TO
<br />4 ; _...
<br />I2
<br />4. �_.
<br />-
<br />6 f2
<br />f
<br />14•-4•
<br />tl 1/2'
<br />4 1r2'-..
<br />-
<br />7"
<br />_,._-Y...._
<br />"- --
<br />3W-(BDT(O-
<br />t0 I _
<br />9 IA-
<br />.,.
<br />12T�
<br />.�_.�2 ..«...
<br />_..a. 4.
<br />-~
<br />W (TOP)
<br />_ t3`.
<br />T3 -,.
<br />t3
<br />-.. 11
<br />8�1/2"
<br />41011 (BOTTOM)
<br />+ SEE TABLE 11 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 5
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX, A.S.D,
<br />DESIGN
<br />RATING
<br />(9a,1.)
<br />MAXIMUM ANCHORS SPACING FAR E.D. - AS SHOWN ON SAMIS 6 & 7
<br />APPLICABLE,
<br />�.
<br />OAST ATION:
<br />OF IT"(FQ
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />TAPODN
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE ID
<br />PANELAVE
<br />PLUS
<br />WOOD BUSHING
<br />13,
<br />13'
<br />13,
<br />137
<br />Is-
<br />1w (Top)
<br />3
<br />1i
<br />is.73
<br />3
<br />8
<br />w (BOTTOM)
<br />-t
<br />6 2
<br />d
<br />61 I 2
<br />67 / 2
<br />61 /2
<br />6S / 2
<br />R �7
<br />7"ry _
<br />7 1 i;
<br />2
<br />_
<br />7 1 2
<br />r 2
<br />fie.Y
<br />6 1/4
<br />w 6
<br />12 1/2
<br />B
<br />B
<br />6 1/4
<br />-..
<br />2W {9O-
<br />3W_(„O
<br />RIG")
<br />3Y1 T(7M
<br />(ERN
<br />5'-O"
<br />tXR
<br />LFss '
<br />- }a„.
<br />_-.j3F_.
<br />_._ 131 .
<br />_
<br />IS-
<br />_ __
<br />!a
<br />_
<br />(TOPJ_
<br />>+4a -4s
<br />TO
<br />+75. -75
<br />13'
<br />IJ'
<br />--
<br />13"
<br />1 3
<br />_
<br />13" —
<br />4W TNM
<br />(BO )
<br />13'
<br />,3'
<br />73'
<br />93'
<br />10n'
<br />iW (TOP)
<br />tY
<br />13`
<br />Is'
<br />13
<br />�
<br />6 1/4-
<br />IOU (BOTTOM)
<br />6. 1/2,
<br />6 1/2'
<br />6 1/2'
<br />6 1/2' '-
<br />6 1/2�2W
<br />(TOP)
<br />6 1 d s
<br />tz t I 2
<br />6 t 4
<br />r
<br />aw BOTL'
<br />( )
<br />>6'-e
<br />1 2`
<br />I
<br />5'
<br />T 2'
<br />7 /
<br />6
<br />r2 -
<br />6'
<br />S R )
<br />)
<br />T'-a'
<br />iY
<br />72"
<br />73'
<br />13"
<br />5 9/2"
<br />4w RL'AP+)
<br />_ I3"
<br />93'.
<br />T3'
<br />�_,3°
<br />40'-.^.
<br />4w (BDt'.faM).
<br />SEE. TABLE 11 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />U�SED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 �
<br />TAKE
<br />it A
<br />A.S.D. DESIGN LOAD
<br />MA)OANEL
<br />LIIJIM FT
<br />40 PSF OR LESS
<br />8'-E"
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />W-10"
<br />S MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE: PLUS
<br />ANCHORS & W/ SPt�(t 1D iWjNA} 1/2' O.C..
<br />INSTALLATION DETAILS FOR LIFE SAPANEL (i )
<br />INTO POURED CONCRETE CAR CONCRETE BLOCK STRUCTURES
<br />1/4'4 TAPCON EXISTING POURED 1/4•. IA" _,MISTING POURED
<br />ANCHOR p 9' O C CONCRETE OR ANGNOR Q S O G CONCRETE OR
<br />�, :- CONCRETE BLOCK f CONCRETE BLOCK
<br />REOVIRED. �� RECUIRED.
<br />>- t"
<br />. .....
<br />b15TIIO POURED(
<br />CONCRETE BLO
<br />CONCRETE BLOCK
<br />REQUIRED. .
<br />,/4"+PANELMATE
<br />ANCHOR 0 12 !A
<br />I
<br />1.
<br />f `1'
<br />_J___
<br />- _ _,.I
<br />LEN.
<br />PANFi L£HGTN
<br />{SEE ELEVATION
<br />I..
<br />ON SHEET 12)
<br />I
<br />i
<br />..
<br />2
<br />i
<br />?' 1
<br />n t/t Oc
<br />mv1
<br />I
<br />-___
<br />3..... _.._ t
<br />SEE SHEETS ill a t6 FOR ANCHORS TYPE It SPACP:➢ FOR
<br />'ORA'A10FA INTO WOOD FRAME MAEI=l
<br />MR@ML4i ANCHOR SPA OM NO FA " EOOE CSTMCE
<br />ARE I IOC TED ON THIS SCHGTULE. FOR E.6 LESS THAf1
<br />ITAXATEO ON SCN®ULE PE07OE ANCHOR SAALTNO BY
<br />"IF -PLYING SPACING SHOWN ON SCttflWL BY THE
<br />FOUPWING FACTORS. FOR 786 OPERATION 10 BE POSSIBLE.
<br />REDUCED SPACING OWAM M USING FACTOR SMALL NOT BE
<br />LESS THAN MWIMUM VACANT IPfD WED FOR EACH AIICIOR
<br />TYPE ON INTO SCHEDULE-
<br />tfa'.
<br />M(if"I''m
<br />..M
<br />„TAK!QM
<br />�.m5!! :..
<br />Mw.WA4 ANCH" 4 0cm iM3
<br />3
<br />3
<br />s.enNa Fa naW V i
<br />3
<br />3
<br />.N,A 11-w OP,rsb )I,FA (it)
<br />3
<br />7 112
<br />tC6AL I OiO[e, =
<br />NOlpl
<br />1/Y
<br />O33
<br />° tom` -
<br />, o-� __
<br />---
<br />}•
<br />i DO
<br />R£OUiRED.
<br />1/4"P PANIiLMATE
<br />ANCHOR {BE1t11ND)
<br />WAU—f rouNUM
<br />sGALE ale-f"
<br />—-.-..__. _.'I
<br />i
<br />I
<br />i
<br />I
<br />!
<br />ti}
<br />1 _'f �
<br />i
<br />0 ,
<br />.. AI EA
<br />1
<br />I
<br />I
<br />.L, MAL
<br />d
<br />I
<br />6' PANEL lENGtN
<br />(SEE ELEVATION
<br />I
<br /># ON SHEET 12)
<br />i
<br />.._
<br />7-
<br />I
<br />#1T
<br />1
<br />I
<br />4'
<br />r
<br />/ I
<br />(
<br />l4LTON➢) '..
<br />-.___-._.._ .
<br />(VAUD ONLY FOR PANEL1ri�' INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5)
<br />MAX. A.S.D..
<br />DESIGN
<br />PRESSURE
<br />RATING'
<br />(P,O,f,)COMI%M
<br />MAXMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D. PER SCHEDULE
<br />BELOW
<br />APPLICABLE
<br />TO SECTIONS
<br />MAX! OM '
<br />PANEL
<br />i.FFIG'iN ':.
<br />:.
<br />(.)
<br />MAX.. AS,O.
<br />DESIGN
<br />PR6SURE
<br />�.
<br />(P )
<br />4MXaLKRII
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />Z=
<br />MAX04UM
<br />PANEL
<br />1ENGM
<br />. ".
<br />f1L)
<br />TAPCON
<br />8(1!.)D»SET
<br />PALEELANTE
<br />FEMALE...
<br />NO
<br />P TE
<br />, PLANS
<br />2MMC
<br />.. NA#UN
<br />L*AA,%
<br />.. -.
<br />.: tN
<br />/� r
<br />k.Ht1"
<br />to
<br />Otd
<br />StNAD.
<br />- SET
<br />PAREL
<br />MATT
<br />W
<br />PANEUAATE
<br />,PLC
<br />}'AMtLC
<br />- U14
<br />NA9
<br />CALK
<br />-IN
<br />k. Y
<br />ID
<br />tlry
<br />_ m
<br />;:
<br />to
<br />7b 1 -._.
<br />t0
<br />CONCRETE
<br />i0
<br />L'oM@IINTWN
<br />DF THEN-
<br />is
<br />E.
<br />-
<br />'TO
<br />10.
<br />To
<br />0-
<br />013"I' mIE
<br />To
<br />OtlI10iETE
<br />OF, THEM
<br />i43, -tr•
<br />LESS
<br />lY
<br />IJ •
<br />13
<br />_.
<br />1J
<br />1J •
<br />1S "
<br />93 13 "
<br />13
<br />13
<br />t3`
<br />1J
<br />7 P
<br />(TOP)
<br />W-.V
<br />OR
<br />ES 6
<br />:
<br />�
<br />+66, -55
<br />is,
<br />'_. 13°
<br />13
<br />13'
<br />13'...
<br />T3`
<br />tY
<br />13°
<br />tY
<br />SJ'_
<br />1.3'
<br />11 !/a
<br />t (FCV}'..
<br />Y-6'
<br />OR
<br />LESS
<br />tY
<br />U'
<br />f3'
<br />il'
<br />-t3'
<br />11'
<br />137 IV
<br />_
<br />7Y
<br />13"
<br />12V
<br />13'
<br />1 (BOTTOM)
<br />/3
<br />i3'
<br />13'
<br />Is,
<br />IJ°
<br />i3`_
<br />IY
<br />13
<br />13,
<br />IY
<br />13"
<br />11 I/2
<br />1 (BOTTOM).
<br />13
<br />,3
<br />t3
<br />, 13
<br />13
<br />13
<br />13 . ,}
<br />13
<br />13
<br />13
<br />T 13"
<br />2 MP)
<br />13
<br />t3
<br />73
<br />1J
<br />I}
<br />73
<br />13
<br />iJ
<br />1Y
<br />13
<br />13
<br />I?
<br />R. )
<br />-
<br />t '
<br />]
<br />1 '
<br />3
<br />f�:
<br />3
<br />13'
<br />,S'
<br />t3'
<br />3 3
<br />3
<br />:�
<br />'
<br />2 BOTTOM
<br />( )
<br />t '
<br />tY
<br />13
<br />13'
<br />f3"
<br />' t
<br />tY
<br />7 '
<br />]
<br />13
<br />I 3
<br />f3
<br />n t / 2
<br />2 9JlT0M
<br />(BOTTOM)
<br />13
<br />13'
<br />t3
<br />IY
<br />_
<br />7]'
<br />-t3`
<br />_
<br />IS` t 1J•
<br />:tS"
<br />13'
<br />73
<br />iJ
<br />-
<br />3 {GDP)
<br />13,
<br />13'
<br />13`
<br />13'
<br />i3`
<br />T3'
<br />1}"
<br />13
<br />-
<br />i3'
<br />tY
<br />7 t %T
<br />3 ( )
<br />i '1.
<br />R12
<br />/
<br />2 t f2
<br />61 4.
<br />I
<br />6 T 4
<br />I
<br />i t
<br />27 29 2
<br />f2 !
<br />-
<br />B 4"
<br />1 f
<br />6 4
<br />1/
<br />3 BOTTOM
<br />( )
<br />�'
<br />-
<br />2 i 2
<br />/
<br />t2 1 2
<br />/
<br />6 1 k"
<br />!
<br />e Ile
<br />I
<br />II "
<br />2 2
<br />/
<br />t 2 12
<br />/
<br />3 -
<br />6 1 4•
<br />/
<br />8 1/ 4'
<br />/
<br />3 (BOTTFAN)
<br />--W-
<br />1.
<br />6"
<br />8 �
<br />6
<br />e :
<br />6
<br />6 8
<br />6
<br />�3
<br />7T2
<br />�+
<br />d
<br />8
<br />a h a'
<br />$
<br />B"
<br />6'
<br />6 1
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<br />BEE FARET II FOR AVKHDI5 TYPE At SPAC04 FOR WSIAUJIT N6 WO WOOD FRIAR 8UILITIN .
<br />+ A04NUM ANCHOR SPACINICS AN0 VAM N EDGE DISTANCE ARE INVICOEO ON THIS SCHIMIJ E FOR E,9,
<br />LESS TIM WCCAIED ON SCHEDULE REDUCE ANCHOR SPACING It NAATIPLYINO SPACING SOON ON
<br />SCHEOIAE MY THE FOLLOWING FA(:40RIS,. FOR ttRS OPERNWM TO BE POSSIBLE. REDUCED SPACWQ
<br />OBTAINED I4XIC FA" S41Lt, NOT K LESS THAN MAN UM SPACM DO>rAT4D FOR EACH ANCHOR TYPE
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<br />SPACINGS ONLY YAllO WHEN 5 5 USED. SEE T 11 FOR MM. A.S.D.
<br />#SLED.
<br />DESIGN (DADS & MAX- PANEL WHEN SPACER
<br />T r At A
<br />A,S,D. LOAD
<br />MAXI PP
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<br />6'-6"
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<br />6'-2"
<br />> 50 PSF SF F TO 60 P
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS. & W/ SPACER AT 12 1/2" O.C.
<br />-. Z.P.
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<br />4 GALVANIZED L P. I 2 GAGE Gu N2E STET STORM PANEL
<br />D.,NLT1 HE
<br />GLOBAL PROTECTION PRODUCTS. LLG.
<br />aeDD AIR Si 3TPEiT
<br />DAt1E, FL. 1314
<br />P1KX (8bsl6m-754a PAX'. (694jeER-874a
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<br />1FA:i. +eS,C'ms MI[ NAA aeawHe 41N
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<br />w..-.-._ ..._,..__ -.,,, _._ ,..,,_ ,„_. ._,_. ,..AAFCRDRS (SEE SECTIONS k ALTERNATNES ON SHEETS 13, 14. I5 k1s),.--.- _,_.,..<--------- ___� .__.._._--- -,-,
<br />3' 1AW R-1A/13t R-2A/13, R-3A/14, R-18/13. R-20J13. R-30/14, 31 mw
<br />D.M",m2 R-JAW/15, R-2AW/15. R-3AW/16. R-18W/15. R-2BW/15. R-381111/16. 1" wk i,
<br />_... .- ._.-- . _- .--- _ -_-_.. _ .. -------------------- -. __--_. ,...
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<br />1 _ T (USE FOR PANEL IENGiYH MAX_
<br />t 7 i ;.. OViR 7•_6•) _ PANEL SENG'I'ri
<br />�✓
<br />�` e'-B f.
<br />i REGULAR STORM PANEL � L i �'r REGULAR STORM PANEL i j @+NMI.
<br />W QO PANEL LENGTH BOL C/1'ER1AP
<br />p- _ _ , _ _ _ ____
<br />I r)
<br />M _
<br />t - trI `a -
<br />I 4 _
<br />7 6 O. B0.O .a 4 Joo, f s i P LIFE SAFE{Y BTOPoM P/IJEi r
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<br />- ; _ _ _ _
<br />/L /L
<br />--, /A ( ` L A v USE 2'-W MIN. PANf.I, LENGTH
<br />' ` � . ,.. ,. ;.. _. t 4'I_2tlAY _ .." r. _ _ _' _ _ _ _ _ _ : _ . _ .: - .- - ,.,... __ AT MQUNIIN65
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<br />i 6.5. BOLTS wT� t
<br />i 'i
<br />A JVERLAP
<br />i
<br />11 I - -- ----- - � 1 i ------ I-- ---,. : -------- -.11.1 -11, -1 ------- I—— 4 - - - -1
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<br />E'
<br />- PANEL., BOTTOM CORNERS 0
<br />'- : I
<br />__a. _ .. __-_.,,I .... .. _._
<br />.., - Y _
<br />J�\
<br />OY WINO NUT AT_ R _--_WAG NUT AT -'�
<br />j% MAZ LEFT PANE( RIGHT PANEL 3" MAX(. 1' SNSTAW:I:-
<br />ONLY VALm FOR WINO
<br />I- SPEED ( it` MIN, R TAJ73, R-2AJ13, R-3A/14. R teJt3. R-2R/T3 R3BJ74 .;P
<br />1. R-TAW/351 R-ZAW/75,. R-3AW/1S.L101 R JOW/15. R-2RW/15 R 3BW/16.
<br />:.._.._.. .,._._..._.,__._ _.___... , , ...:..„. ANCHORS (SEE SECTIONS k ALTERNATIVES ON SNI:ETS 13, 14, is kill).. ,._..... ...............__, ....,.
<br />....--()4' MAX. GAP
<br />LIFE SAFETY STORM PANEL E VATION ti) T
<br />SCALE 1/41 1
<br />-'� REGULAR 2 667 ;:. I REGUIM
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<br />.. =n =r __"_e_._.-,-.__r.+..c-_.____: _. -�:�iIiTQ'-1WPg111 =iH": fs-c .I mi
<br />II
<br />--- _ __�- �5
<br />LIFE SAFETY PANEL
<br />-pa ..7(•.S
<br />...FLORIbA BUILDING CODE Hon High VelocityHu
<br />leans Zone.
<br />+ . 4 ,`
<br />' 'X °�""
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />Ru -
<br />MEMEZq4
<br />s ......
<br />I
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<br />07/A/3➢]R
<br />DATE
<br />N oTi� GLOBAL PROTECTION PRODU IJ,C,
<br />'' !1Lt C its CTs,
<br />SECTION A —A
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