|
-
<br />END CLOSURES DETAILS FOR 1•NSTALLABONIN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES• VAUQ FOR REGULAR LIFE
<br />�FETY 8c E—Z HANG $TORN PgNEL � S'��TEMS
<br />._ 1
<br />I i
<br />CONCRETE.
<br />OR OR
<br />OR < -
<br />VARIES I 1 r'. wp00BLOCK 2• , 3' aAI
<br />�[. FtEOL'plED 6?xi3 m A.—
<br />5' Mmr. ; ANGLE WITH
<br />2 i/Y TAPCON •
<br />`
<br />Y
<br />P,)URip C9NCRETIS. CpkORE(E I Min. +, / t
<br />BLOCK OR 2i4' N:KJD. FRA11T<-{ POURED I 1 114Y % 1 3f1' TAPCCRi I III
<br />CONCRETE BLOCK ANCHOR q 12" O.C: , 1 2 1/2' f
<br />RECURED
<br />r%4' wvo6 FRAME I L—'"�') OR(# `yh Mom, -
<br />-- RY EO T ��.'GAP
<br />"I
<br />ti 4 i
<br />Clll . 1 3/,'I �t' { 7 )ON A7lC/xIR •.s
<br />VARIES
<br />�{��'�'.,I ' O.C, I I 2' % r % .a53' m IEt1E 1EG I.OG,GF!"'e.✓'"'Cr M
<br />2 I AUM, ANGLEEOOR_..
<br />. 90<L
<br />�>e «, ,,,®:... i PDUHEO CONCRETE. CONCREIIi2'
<br />I (! Fn
<br />x ,' x .I I -i.,,-1R,Lk MFTx ALUM NWT PtiAti .tom &LOGIN M ax4W44D FR4.ffW63-TB"Al2;rx" -O '
<br />_..2.._
<br />- .rr1
<br />I-f4
<br />COAT. AllAlMm. 'a%
<br />�.-sue aa: M OAP
<br />« ^44_
<br />Ile I B0LL 4' X ,O7Y
<br />L3105-NY4 OR NJ,OY
<br />O I2. O.C. 6063-T6
<br />WAIACKN1IT Cant Nam. m=
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCAT //4"-1' SCALE 1/4"-t' SLUE 1/4"-1' SCALE 1/4'-1"
<br />P•
<br />-_ 'li "`� SO10•bT:T OR CI,LN-N
<br />�T�! 17.(;0 PANEIAMTE
<br />I CONCREfE�, p05f}70 tPoM AT TFflMALE G AND
<br />f/',�y MAW
<br />,SX . pE�, �E •O �"J •® OR CONCRETE BIAd( t`1�. BOTTOM ON I PANEa.WIE PLD6 (SEC
<br />.-- (Mk. PANEL 7R I i a. ® OR ISN" wG05 50E9 OF OPFN6M ( SCNEaflE ON 5!&ii5 4.
<br />OVERLAP BEYOND z•.t' W000FRAME'# 4 17l FRAME TEOOIRm As AAWJG,HE ; ,a R 11)
<br />OPENING WIDTH) PAEO CCNDRETE. CONCRETE REOOIREO I�.,
<br />I � '�BIfICN OR 2`x4" WOOD FRAME. +� E 4/ - �•
<br />�.„ REWIRED
<br />`v*.; I I 3f4` Mar. .
<br />_�`
<br />l\\`:;\'.'
<br />!
<br />'© ` -- rI;V
<br />i VARIES lT
<br />ALES NrAR FLANNGES PARI(NEVER CUT END �TO
<br />V
<br />I x - B.O. DISTANCE ��' e
<br />`_T
<br /><^s , I
<br />`" ",.- ,/44-R _ IKU6 pH114HM1/NFNFANIFy CASE G (PLAN)
<br />T
<br />A:.Tt1Jl�4a SCALE ,JAL".,"
<br />b.TGo �E+ZEa
<br />Art . 4. 5.e r` -% \CEN '' `� i VALID FOR DIRECT MOUNT av'KTALLA170N ONLY $
<br />� \. SF ''.
<br />S CERTIFIED% PANEL INSTALLATION AT WALLS WJ
<br />_ : No. 4416T t; 1 SURFACE LEVEL VARIATIONS WITHIN ale
<br />x *; * : * 222 FLORIDA BUILDING CODE Nan High VelocityHu cons Zone
<br />A+��•C A
<br />CASE.. E (PLAN) CASE E (PAN) g)••;, � a 4=0 TAT11to 24 GAGE GALVANIZED STEEL STORM PANEL F.F.
<br />SONX 1/4'-1` SCALE 1/4"=,` ni- dr40R10 -. � P�� ORAIIN V.
<br />;FSvf . k� I I L I E C O+tom SAL PROTECTION PRODUCTS, ITC, 07/DADATE�
<br />Adrrrl
<br />IIIbEM 44e0 &W. 61 SNUCET
<br />tMLn TESTING ! t31NHCEGWi ANY
<br />/ �"4t7 r 3t,+ . wr,o9e. n 3H,f iMYw, ti 337u 20-175
<br />,• f Neu:(met hw �;tlq m-,Nt %,C N64)660-76Vi, FAK;(IM4)eee-V117
<br />ORRINAO the
<br />Tot r M,sew. tat M. r Msrrer
<br />PE. 1iFiNAxtwume'AmTE rA-=I ,K
<br />MW,7HR A 7DIIT Ae„ P.E . astm-,a 4 - sREST a OF t6
<br />11
<br />if
<br />44167 rm ,
<br />MAXIMUM &S D DESIGN PRESSURE RATING (1a.z f.A) AND CORRESPONDINg MAXIMUM ANCHOR SPACING
<br />ICHEDULE FOR REGULAR STORM PANELM INSTALLATIONS IN•0 WOOD STRUCTURES
<br />(MUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRNMH
<br />ESSURE E
<br />(P• 0
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />ALTERNATIVES
<br />R �
<br />OF THEM
<br />MAXWUM
<br />PANEL
<br />�v
<br />00
<br />TAPCON
<br />LAG SCREW
<br />PANELM "TE
<br />FEMALE t0
<br />PANELMATE
<br />PLUS
<br />BUSHING
<br />,HOOD T
<br />13,
<br />it
<br />Ir
<br />13"
<br />13"
<br />III, RN)
<br />t '
<br />3
<br />13'
<br />13"
<br />i 3
<br />13°
<br />Tit BDTIDM
<br />(BOTTOM)
<br />B Ile/
<br />1 6/2'
<br />6 1/2-
<br />2
<br />6 1 2'
<br />/
<br />6 1 2 '
<br />I
<br />(>�')
<br />-
<br />-
<br />6 1/4•
<br />12 1/2-
<br />5 Ile
<br />2w (am")
<br />5' -0"
<br />B.
<br />a`
<br />r
<br />e"
<br />-3W
<br />ROP)
<br />LESS
<br />-
<br />3w
<br />3
<br />W OP
<br />+46. -45
<br />OR
<br />LESS
<br />73"
<br />73"
<br />13`
<br />I �
<br />3
<br />t 3 -"-
<br />w (BOTTOM.
<br />13•
<br />73"
<br />13'
<br />13"
<br />8 1/2"
<br />IW (TOP)
<br />13"
<br />13"
<br />,3•
<br />13'
<br />6'
<br />Iw (Ii0T1OM)
<br />s 1 2'
<br />1
<br />s z
<br />51 2-
<br />61 2-
<br />61 2'
<br />(IP)
<br />8 1 4'
<br />12 1 2'
<br />8 , 4'
<br />2wBQTT.•
<br />>5'_O"
<br />4 1/2'
<br />4'
<br />6 Ile
<br />a I/2'
<br />14TO
<br />4 1 '
<br />4 1 2'
<br />3W
<br />70 If2'
<br />9 ,/2'
<br />4W RIP)
<br />t3"
<br />13`
<br />13"
<br />73'
<br />a t/Y
<br />4N (901TOM)
<br />* SEE TABLE /It FOR MAX. A.&D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. A.S,O.
<br />DESIGN
<br />PRESSURE
<br />(p,9.T.)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLX•4BLE
<br />T
<br />A.t AT10N
<br />OF THEM
<br />MXeMUM
<br />PANEL
<br />LENGTH
<br />(H•)
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />Ff]AAI.E IO
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />13'
<br />Ir
<br />I3"
<br />Ir
<br />13'
<br />tW (1W)
<br />9 3
<br />t3'
<br />13"
<br />t3`
<br />a"
<br />W BOTTOM
<br />{ )
<br />t
<br />6 /2'
<br />6 7 /r
<br />6 1 !E
<br />a t / 2'
<br />6 7 2'
<br />/
<br />(IDPj
<br />12 1/2-
<br />6 t/4"
<br />2W (Boil,.)
<br />11.1.
<br />7^
<br />a t f2'
<br />e'
<br />8°
<br />-
<br />Imp)
<br />OR
<br />LESS
<br />7 1/2-
<br />6'
<br />8'
<br />B'
<br />-
<br />3w (B07fOM)
<br />Ir
<br />t3'
<br />4W
<br />+45 -43
<br />TO
<br />+76; -75
<br />1`
<br />3
<br />_
<br />i3"
<br />73°
<br />_i
<br />13'
<br />13`
<br />4W (BOTTOM)
<br />13"
<br />73"
<br />13'
<br />73'
<br />10"
<br />tW {TOP)
<br />Ir
<br />IY
<br />13`
<br />13'
<br />6 1/4`
<br />Ili (BOTmM)
<br />8 2`
<br />1
<br />61 2'
<br />a 2'
<br />i
<br />6 1 '
<br />2
<br />6 1/2*
<br />_
<br />_
<br />I/Y
<br />{BOOT.•)
<br />>5•-W
<br />4 1/2'
<br />5"
<br />a if2"
<br />7 I/2-
<br />-
<br />RIP)
<br />TO p_S,
<br />5"
<br />5 , 2•
<br />/
<br />9'
<br />B`
<br />-
<br />Jw OM
<br />(BOTH )
<br />t3'
<br />72"
<br />/3'1/2`All
<br />fw)
<br />73'
<br />1 13' 1
<br />13'
<br />1 is,
<br />1D'
<br />4W (BOTTOM)
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />TABLE f/1
<br />A
<br />A.S.O. DESIGN LOAD
<br />MWAM PANM
<br />LENGTH
<br />40 PSF OR LESS
<br />W--6'
<br />> 40 PSF TO 50 PSF
<br />W-2`..
<br />> 50 PSF TO 60 PSF
<br />5 10
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ffMALE 00 OR PANEL MATE PLUS
<br />ANCHORS & W/ SPAQly6ii1/2' G.C.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR $EGULAR NORM PANEL M INSTALL ANIONS INTO CONCRETE AE CONCRETE BLOCK STROJURES
<br />(VAUD ONLY FOR PANEL D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MA)L ASD.
<br />DESIGN
<br />410)
<br />)4UfM IA ANCHORS SPACING FOR MN EA, PER SCHEDULE BELOW
<br />AmPPLICABIE
<br />SwrIONS
<br />&
<br />MW WIA
<br />PANEL
<br />LENcfR
<br />t)
<br />MAX. AS.O,.
<br />DESIGN
<br />PRESSURE
<br />((Pat
<br />MAXNRIM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW
<br />. —
<br />u E
<br />TO SECTIONS
<br />B
<br />MAYJMUM
<br />PANEL
<br />)
<br />TAPCON
<br />Sd.ID-%E(
<br />PANELMATEPRESSURE
<br />FEMALE Ip
<br />P PLUS
<br />z$"_NAaRi
<br />CAL(-1N
<br />TAPCON
<br />SOLD-SEX
<br />F ro
<br />PµPL
<br />LWAC-NAIUN
<br />CAUL -IN
<br />m
<br />m
<br />Flo
<br />m
<br />m
<br />m
<br />m
<br />C OF EM
<br />m
<br />N
<br />m
<br />m
<br />W
<br />to.OF
<br />THEM
<br />+45, -45
<br />L
<br />13'
<br />13'
<br />13'
<br />13"
<br />73'
<br />73`
<br />13"
<br />13'
<br />13'
<br />13"
<br />iJ'
<br />73"
<br />t: PROP
<br />6'-9`
<br />OR
<br />LOS
<br />+45, -45
<br />To
<br />+65, -66
<br />13"
<br />t3`
<br />93"
<br />,3"
<br />t3"
<br />13'
<br />i3`
<br />iJ`
<br />13'
<br />13'
<br />73
<br />11 1/2"
<br />'1 (TGP)
<br />51-W
<br />OR
<br />LESS
<br />13"
<br />13'
<br />t3`
<br />13'
<br />13,
<br />13'
<br />Ir
<br />Ir
<br />13"
<br />13,
<br />13•
<br />13-
<br />'I (BDTTDM)
<br />13`
<br />13'
<br />13"
<br />73'
<br />13"
<br />,3'
<br />13,
<br />Ir
<br />IY
<br />Ir
<br />Ir
<br />it 1/$
<br />1 (wrlroM)
<br />tY
<br />13'
<br />I3"
<br />13,
<br />Ir
<br />IJ`
<br />Ir
<br />Ir
<br />13"
<br />13"
<br />Ir
<br />Ir
<br />2 (TOP)
<br />/3`
<br />13'
<br />73'
<br />93"
<br />73'
<br />}S'
<br />1Y
<br />13`
<br />ti"
<br />1S`
<br />iJ`
<br />77 ,/$
<br />2 (TOP3
<br />13'
<br />13'
<br />13'
<br />IS'
<br />13'
<br />73'
<br />13'
<br />13'
<br />13'
<br />tJ'
<br />13'
<br />13'
<br />2 (eoRDM)
<br />73'
<br />Ir1J`
<br />13'
<br />13'
<br />13'
<br />IrIr1J'
<br />13'
<br />13`
<br />1 1/2-
<br />2
<br />-
<br />2 ( 86TIOM)
<br />Ir
<br />13'
<br />Ir
<br />tY
<br />Ir
<br />1Y
<br />Ir
<br />13'
<br />13"
<br />53`
<br />13-
<br />13"
<br />3 (,OP)
<br />13"
<br />Ir
<br />tY
<br />Ir
<br />Ir
<br />13"
<br />13'
<br />Ir
<br />13`
<br />Ir
<br />13"
<br />It 1/2
<br />3 (TOP)
<br />-
<br />-
<br />12 I/2
<br />12 1/2
<br />8 Ile6
<br />I/s"
<br />12 1/2
<br />12 1/2'
<br />-
<br />-
<br />6 Ile
<br />0 I/e
<br />3 (BOTTOM)
<br />-
<br />12 1/2".2
<br />1/2
<br />6 I/ef
<br />6 Ile
<br />12 1/2
<br />12 I/2:
<br />-
<br />-
<br />6 1/4'
<br />a 1/4'
<br />3 (EXTn,XO
<br />8'
<br />8"
<br />a'
<br />9"
<br />6'
<br />6`
<br />8'
<br />8"
<br />5`
<br />W
<br />B'
<br />7 1/2.
<br />4 (TOP)
<br />a-
<br />5 1/2"
<br />8"
<br />B'
<br />W
<br />6 t/Y
<br />a'
<br />7 1/2'
<br />6"
<br />6'
<br />er
<br />5"
<br />4 RIP)
<br />r
<br />r
<br />-
<br />or
<br />a"
<br />a"
<br />-
<br />B'
<br />-
<br />(B{7TT0M)
<br />6'
<br />8"
<br />r
<br />8'
<br />-
<br />9'
<br />-
<br />8'
<br />-
<br />4 (BOTTOM)
<br />13`
<br />t3'
<br />7S
<br />13"
<br />73`
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />5 (TOP)
<br />13"
<br />/3'
<br />1S
<br />13-
<br />13"
<br />13'
<br />13'
<br />13`
<br />Ir
<br />13'
<br />-
<br />11 1/2
<br />ROPj
<br />13
<br />13`
<br />it
<br />13"
<br />Ia-
<br />Ir
<br />_13^
<br />it
<br />13'
<br />Ir
<br />tr
<br />/3'
<br />Ir
<br />5 (BOTTOM)
<br />Ir
<br />13'
<br />13'
<br />Ir
<br />13•
<br />13,
<br />13'
<br />13`
<br />tY
<br />13`
<br />Ir
<br />11 t/2
<br />5 (BOTTOM)
<br />13'
<br />13,
<br />13"
<br />13,
<br />13,
<br />13"
<br />13,
<br />13,
<br />13'
<br />13'
<br />13,
<br />i.r
<br />6 (TOP)
<br />II'
<br />IY
<br />Ir
<br />it
<br />13"
<br />it
<br />13"
<br />t3-
<br />13•
<br />13'
<br />Ir
<br />I 1/2
<br />6 (TOP)
<br />_
<br />-
<br />6 7/e
<br />5 1/4-
<br />6 Ile
<br />6 1/4`
<br />-
<br />( -
<br />-
<br />-
<br />6 1/4`
<br />B ,f+`
<br />8 (BDTT•«)
<br />-
<br />-
<br />8 1/L'
<br />6 //4'
<br />8 1/,"
<br />8 tf4'
<br />-
<br />-
<br />-
<br />-
<br />fi 1/4'
<br />6 t/4'
<br />6 (BM-)
<br />13'
<br />S"
<br />t3"
<br />t0 1/2
<br />,3'
<br />7'
<br />13'
<br />T"
<br />7 7J2
<br />S 7f2
<br />/3`
<br />4 t/2`.
<br />T (TOP)
<br />>5,�,
<br />TO
<br />lv_-e
<br />13'
<br />6'
<br />: 13'
<br />13'
<br />13'
<br />d t/2'
<br />13"
<br />8 IJI'
<br />9 1/2'
<br />6 7J2'
<br />1T
<br />5 I/Y
<br />1 (MP)
<br />>5,-6.
<br />TO
<br />W-6"
<br />13"
<br />Y.
<br />13"
<br />IS'
<br />I3'
<br />9 1/2
<br />t3'
<br />9 1/2
<br />10 1/2
<br />7 1/2.
<br />73"
<br />6"
<br />1 (BOTTOM)
<br />t3'
<br />7 1/2`
<br />13'
<br />13,
<br />13"
<br />1O*.
<br />i3'
<br />tO`
<br />11'
<br />B"
<br />t3'
<br />b 1/'A"
<br />I (BOTTOM)
<br />T3'
<br />S"
<br />13'
<br />10 1/2
<br />73'
<br />7^
<br />tY
<br />17"
<br />7 9J2
<br />5 IJ2
<br />,3'
<br />4tfY
<br />2 (TGP)
<br />i3"
<br />a'
<br />13"
<br />t3'
<br />t3'
<br />d I:/2"
<br />I3"
<br />8
<br />it
<br />Y
<br />it
<br />13'
<br />IY
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />IT
<br />6 1/r
<br />2 (BOTTOM)
<br />13'
<br />7 1/2'
<br />1.3"
<br />13'
<br />13"
<br />10•
<br />tar
<br />to-
<br />it,
<br />a'
<br />13`
<br />6 1/Y
<br />2 (BOTTOM)
<br />is,
<br />7"
<br />13'
<br />13'
<br />IY
<br />9 1/2
<br />13`
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13`
<br />6 I/2.
<br />3:RIP)
<br />I3"
<br />7 1/2-
<br />13-
<br />TY
<br />Ir
<br />TO'
<br />,3'
<br />ID`
<br />11'
<br />8"
<br />13"
<br />6 1/2"
<br />3 (TOP)
<br />12 1/2-12
<br />1/2
<br />6 I/e
<br />6 1/4'
<br />/2 1/2
<br />6 i/4'
<br />6 1/4"
<br />6 1/4"
<br />3 (BOTTOM)
<br />12 llr
<br />12 1/2
<br />6 ,/e
<br />6 Ile
<br />12 t/Y
<br />12 1/2
<br />-
<br />-
<br />6 t/4'
<br />6 1/4•
<br />3 (BOTTOM)
<br />7'
<br />r
<br />a'
<br />5 1/2'
<br />7'
<br />3 1/2'
<br />8'
<br />- 4'
<br />4 1/2'
<br />3'
<br />S 1/2'
<br />3'
<br />4 (TOP)
<br />7 1/2-
<br />-
<br />3-
<br />a'
<br />61
<br />Y
<br />4"
<br />a'
<br />4' _
<br />4 I/Y
<br />3 1/2'
<br />6 1/2'
<br />3-
<br />4 (TOP)
<br />I.
<br />_
<br />a•
<br />_
<br />8•
<br />_
<br />8'
<br />_.
<br />5 1/2'.
<br />-
<br />7 1/2'
<br />--
<br />4 (BOTTOM)
<br />e'
<br />-
<br />8'
<br />_
<br />Ir
<br />--
<br />B`
<br />-
<br />5 1/2"
<br />-
<br />7 1/2'
<br />-
<br />4 (BOTTOM)
<br />13'
<br />1"
<br />l5"
<br />73`
<br />13'
<br />9 1/2`
<br />tY
<br />9 1/2'
<br />1. 1J2n
<br />7 if2"
<br />13"
<br />5-
<br />-.(MOP)
<br />t5`
<br />6 Ile
<br />Ir
<br />Ir
<br />it
<br />SO`
<br />13• 1
<br />t0°
<br />Tt`
<br />8"
<br />13"
<br />8 if2"
<br />S RIX*j
<br />13
<br />7
<br />13
<br />13
<br />13
<br />9 1/2
<br />13
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />1S
<br />6 1/2
<br />S (00TTOM)
<br />13
<br />5 le
<br />I3
<br />13
<br />ID
<br />IO
<br />13
<br />IO
<br />11
<br />8
<br />I3
<br />/
<br />( )
<br />13'
<br />S'
<br />i3`
<br />t0 t/3
<br />t3'
<br />Y
<br />13'
<br />7'
<br />7 i/T'
<br />S t/Y
<br />IJ'
<br />4 1J2"
<br />B (1qP)
<br />I3"
<br />6'
<br />13'
<br />13'
<br />13"
<br />B 1/2'
<br />,3"
<br />a 1/Y
<br />9 i/2'
<br />a 1/2'
<br />13`
<br />-
<br />a I/4'
<br />6 i/A'
<br />6 If4'
<br />5 1/4"
<br />-
<br />-
<br />-
<br />-
<br />8 Ile
<br />6 14`
<br />B (aOTT.«)
<br />-
<br />8 t/4"
<br />B 1/4'{apTT,«
<br />BEE SHEET it MR JOKS Rfi TR4 11 SPACW. FOR INSUUAIpNS INTO WOW FRAME BUILDIND5:
<br />10411" ANCi" SPACROS AND MxIMMM EDGE DN6TNNCE ARE xNDxAiED ON TINS SCEDULE, MR ED.
<br />LESS THAN NOWED Oft SCHEDULE AMUCIE ANCHOR SPACING 8Y MA,TIPLYNG SPACING SHO" ON
<br />SCHEDULE BY THE FOLLOWING FACTORS. FOR THIS OPM1W TO BE POSE. REWCED SPACING
<br />QBGRIM USING FACTOR SHALL NO BE LESS THAN MNWW SPACING NOGiEO FOR EACH ANCIOR TYPE
<br />ON THIS SCH MULL
<br />1/4L
<br />tf4.
<br />I/ALL
<br />I/e.
<br />1/e.
<br />I/r,
<br />ANCHOR TOE
<br />1APIXM
<br />SM00-'BET
<br />~�..-
<br />2AOYiNMJN
<br />CAiK .
<br />MMMUM ANCHOR SPACING (to,)
<br />3
<br />3
<br />3
<br />3
<br />I/r
<br />2 1/1
<br />SNYeVM ED" jowimmoricIt')
<br />3
<br />3 1/2-
<br />3'
<br />3
<br />3 ,/r
<br />3
<br />D6d19CE LE04 max N
<br />J
<br />3Ilr
<br />,s'Ir
<br />31f3
<br />31/r
<br />ACDA,L ®DE D16DI U
<br />FACTOR
<br />I t/2'
<br />ass
<br />-
<br />-
<br />-+:�,�+
<br />-
<br />-
<br />_per-._
<br />."___,..-?' ._».-.-_.._
<br />ae1
<br />!
<br />__,._.
<br />_
<br />_`71
<br />S
<br />ON
<br />D.18
<br />Im
<br />BLEST
<br />....___
<br />_-
<br />-
<br />LaG
<br />-'i.m
<br />_Im
<br />r SPACINGS OP0.Y VALID WHEN SPACER 8 iS USED, SEE T #1 FOR MAX. AS.D.
<br />'
<br />DESIGN L0A[I.S & MAX PANEL. WHEN SPACER IS USED.
<br />TABLE.91 A
<br />A.S.D. OE'SIGhl LOAD
<br />MAR! MUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONIZ VALID FOR INSTALLATIONS
<br />Wj SCUD SET ANCHORS & W/ " SPACER AT 12 1/2' D.C.
<br />r___-------ANCHORS ME SECTIONS & ALTERNATIVES ON SHEETS 13, 14,. 15 &16)---
<br />Q.M.,�,
<br />� r NAIL R-1A/13, R-2Aj13, R-3A/14. R-18/13. R-28/T13.. R-38/14, r MAIL
<br />i- ' R--tAW/15, R-2AW/15. R-3AWj16. R-iBW/15, R-2BW/15. R-301 i8, I%e.
<br />i
<br />__,�
<br />T �_�__— �_
<br />,
<br />_.._
<br />Qor
<br />0 }`I O
<br />O ©
<br />O O 0
<br />E .._,. _ i '-', T-_-'T--_T`---_i"`_r_ I t ��__ .�__'_---'1--I-_ - ��i T
<br />li'Id
<br />i I ��: � I
<br />I
<br />� � f :�il I I
<br />i I ;,
<br />I t I I
<br />i 11
<br />f:' i i ! I i
<br />i t '; I i 1 f L/2
<br />I I I `. ' I I I I j
<br />'
<br />.
<br />j} I fJ4`s-20X,"SS- BOf75 W� ( I I ,. .
<br />1 i 1`
<br />I 1 11 I I I p (I (USE FOR PANEL LENGTH I I ,yam, 4 ,'t ( I MAX
<br />I 1 I (9 7 1 1 i OVER Y-6') ', =_ (1 1 7 I; PANEL 4EfTG311
<br />{ (. 1REGULA PANF3.. ! i REGULAR STORM PANEL ; i. 6'-B' O MOO, -40D Da.T.
<br />S1ORM , , I !
<br />1 , (W/ LT)
<br />4.' , OVERLAP Mp) PANEL L I lEN6f/1 SO
<br />fr 7
<br />I ; ; I ! `• i i LIFE SAFETY STORM PANEL ." � 1 I � I - i Y-8. O +500. -54.9 p.../.
<br />I ' i"
<br />.._._ ; �_ _..1 `__._� . -__-i, _._._:___.,. _. '. . . L 1 .. ___ .. _ ,__..-__ (WED OVERLAP MIo PAID. LEN('IH Bp.T)
<br />AL L
<br />-._..___ ......._ _....._. V -. ,. t - - "
<br />s n I--
<br />_ ,
<br />T I , A. •LAN.
<br />A !, USE 2AT PANEL LENGTH
<br />, i
<br />s
<br />I I 1
<br />I
<br />}{ i. _
<br />I . 1 4 w 20xi x _ _ _ ., _ J. _ _ AT ALL M4FBNT9NGS
<br />pp Pf,r
<br />I f S S. BOL1% Yd
<br />L
<br />I ! j
<br />d I
<br />i i
<br />AT EA. OVERt� E ! `'�X
<br />I G
<br />17
<br />- 1 n_ _ _ .___�._ ___y._ _ -- _ __
<br />A
<br />-- _
<br />- - _ . U2
<br />(' i i it^
<br />,,� _ _ i M. �..
<br />C II I tl t--4•-
<br />�u I
<br />I IE r! i
<br />fi M �
<br />___ _ I..,
<br />1_J'_�i________.___. I
<br />_._� _ i
<br />--1---r ___r--r'_"__.: t� _.i1
<br />! iL ! i
<br />... - - - Ts ,�_ _ - � � tyj^ -,--* ` �__ _,_�P. �' --- i� ---I
<br />__� --- 1� t __
<br />AT STUD 2 N07CME5
<br />' i I I may` LOCAITCH 0 LIFE .,AFEC4-' I 't i
<br />,,�sy Sill 1
<br />I Q 1 PANEL BOTTOM CORNERS I O �, ,
<br />I I :I 1 3 I f
<br />L•OyEfd.AP-!
<br />f�,-OVERLAP•=
<br />orWING NUT ATxea��l _ MINING NUT AT
<br />lf�:���LEFT PANEL. RIGHT PAR) 3 Lii1X) 1' NSTALLATION5 ONLY YALa1 FOR WINO
<br />1 1` MN, R-1A/13, R-2A/13, R-3A/14, R-1B/13. R-2B/13. R-38/14, ti SPEED UP TO 170 m.p.h.
<br />b.
<br />R-1AWj15, R-2AW/1b. R-3AWji8. R-18W- R-2B It -, R-36WjI..
<br />---.---.-.--....--_-----ARCNORS (SE: SECTIONS & ALTERNATIVE'S ON SHEETS Ia. 14. 15 &16)--- ..-..--_
<br />IJ4' MAX. GAP
<br />�(F SAFETY STORM ��1 1) ELEYATION (t) G
<br />�y SCALE 1/4 - ,' 1
<br />,I-(7 )STORM 2-t W REGULAR f..
<br />11 .. a STORM PANEL (MN �1. w4p.E VAL.LE,) u r STORM PANEL. 1
<br />_-.aa - u� 1c,1c, Ny.Fy _ -- -- -
<br />----- 4---- - _- _-___-
<br />1 JAL t} Syr
<br />MAX. F-1-`,+.:+.
<br />..• Vy ,per t/�
<br />�C
<br />$
<br />LIFE SAFETY PANEL 3.0 % � * = FLORIDA BUILDING CODE Nan Nigh Velocity Hurricane Zone
<br />TALL Q . 62a.0 IL,Em. INC.EXTERIOR yFA.s �OR10* 24 GAGE GALVANIZED STEEL STORM PANEL Fes•
<br />Dww a:
<br />/ •... G�B�k,2
<br />N ¢� 1141 F. C O Erc, BAL PROTECTION PRODUCTS, LLC. pt,
<br />a-
<br />SECTIQI A -A - "m S.N. 6, STREET
<br />.w, Blw AL. k&s =./ - na1P ,4 r& DALAL FL, 33311
<br />SCALE ,/4"-Y" : ' .Peen.: tmw n,-mq, rm: ys7 o,-mr MIGNE: (P341 -74W FAX: h5r)MP-8F97 20-175
<br />I
<br />,oitAr}f•a
<br />47 ww r ,ver ec r '4Pue,i DRANNG F
<br />P.E %ALfMW4IPtIE/OATE WILIER A Ixur 4 ,, P.E. t7-,a ,r SHQ.T 13 of i6
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING Is f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEQI jE FOR REGULAR STORM PANEL (D INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />PRESSURE
<br />DESIGNPAELM1R41ING
<br />(P.a:t.)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />WM ED,
<br />PER SCHEDULE
<br />BELOW'
<br />APPLICABLE
<br />TO
<br />&
<br />MAXuUM
<br />PANEL
<br />lENG7H
<br />(H.)
<br />MAX. A.S.D.
<br />DES"TE
<br />PRESSURE
<br />RATING
<br />(p,a.t.)
<br />MAOMUM
<br />ANCFN)RS
<br />%PAGING
<br />FOR
<br />MIN ED.
<br />PER SCHEDULE
<br />BELOW
<br />APieL10ABtE
<br />8 #v
<br />MA7tIMW
<br />PL.ENDM
<br />(R.)
<br />TAPCON
<br />SOLID•
<br />-SET
<br />FEMALE
<br />D
<br />PANELP
<br />7AAAC-NAIIN
<br />CAUf-14
<br />TAPOON
<br />SWJD-SET
<br />PENILE PANELWTE
<br />Pµ�-
<br />-N
<br />�-N
<br />m
<br />CRM
<br />m.
<br />07RmAE,E
<br />mOM
<br />m
<br />OF
<br />m
<br />TO
<br />m
<br />m
<br />m
<br />oON uTE
<br />:
<br />WI�Iie'BAtiDtlf
<br />Yi65. -aS
<br />4 75
<br />13'
<br />It"
<br />IS"
<br />13,
<br />13'
<br />13`
<br />Ir
<br />it
<br />13"
<br />Ir
<br />13"
<br />t4 •
<br />t
<br />S-�
<br />OR
<br />LESS
<br />475• -75
<br />tit 79.6
<br />Ir
<br />5'
<br />,l
<br />701 %2
<br />73
<br />9 if2"
<br />13
<br />-i 1/2'
<br />f.
<br />if2
<br />51 r
<br />/
<br />13'
<br />4t rI
<br />f
<br />{iGP
<br />E'-6'
<br />OR
<br />LESS
<br />1J`
<br />5T
<br />I3'
<br />13`
<br />t3"
<br />13'
<br />73"
<br />TJ`
<br />13'
<br />12`
<br />U'
<br />tO "
<br />I (BORON)
<br />13'
<br />t 2`
<br />6 /
<br />t3'
<br />t3'
<br />t3'
<br />9'
<br />is`
<br />9°
<br />10
<br />7 f 2"
<br />/
<br />ts`
<br />8'
<br />1 607mM
<br />( )
<br />13'
<br />if'
<br />1Y
<br />73'
<br />1 3'
<br />13'
<br />t3`
<br />73'
<br />t3'
<br />1 r
<br />13'
<br />iD"
<br />2 (TOP)
<br />i '
<br />3
<br />S'
<br />73'
<br />O t / $
<br />13'
<br />6 f / 2
<br />13
<br />6 7 `
<br />/2
<br />7 7 2'
<br />/
<br />3 1 2`
<br />/
<br />13 `
<br />41 -
<br />/2
<br />2 (TOP)
<br />13•
<br />it'
<br />IT
<br />13'
<br />1S
<br />1Y
<br />13`
<br />13,
<br />9Y
<br />Ir
<br />13'
<br />10`
<br />2 (BOTTOM)
<br />Ir
<br />7•
<br />13°
<br />13'
<br />13'
<br />9 1/2"
<br />13-
<br />9 1/2`
<br />0 1/2
<br />7 1/2'
<br />13'
<br />6 1/2'
<br />2 (BOTTOM)
<br />13'
<br />1T
<br />33`
<br />13'
<br />T3'
<br />'a_
<br />IS`
<br />13'
<br />il'
<br />12'
<br />t3"
<br />iD'
<br />3 (1DP)
<br />SS
<br />Y
<br />13'
<br />13"
<br />13`
<br />8 t/Y
<br />73'
<br />9 t/a'
<br />10 1/2"
<br />7 1JY
<br />t]"
<br />6"
<br />3 RDR)
<br />12 1/2-12
<br />1/2
<br />6 t/4'
<br />6 1/4"
<br />12 r
<br />12 1/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (ECI TOA)
<br />-
<br />-
<br />2 i/2'
<br />12 1/2 .
<br />6 Ile
<br />6 1/4'
<br />2 1/2
<br />6 Ile
<br />-
<br />-
<br />8 Ile
<br />6 1/e
<br />1 (BOTTOM}
<br />8'
<br />S`
<br />8'
<br />6'
<br />>!`
<br />B'
<br />B"
<br />6 i/2"
<br />7'.
<br />5"
<br />a`
<br />4 1f2`
<br />< (TOP)
<br />7. 7'
<br />J"—
<br />8'
<br />5 1/2"
<br />Y
<br />3 9/2'
<br />8'
<br />4'
<br />4 1/2'
<br />3•
<br />6 1/2'
<br />2 1J2'
<br />4 (TOP)
<br />a^
<br />-
<br />a•
<br />-
<br />6"
<br />-
<br />6, -..
<br />a
<br />�.
<br />_
<br />-5'
<br />-
<br />+ {8O7i0Nf}
<br />9"
<br />-
<br />5 1/$'
<br />_
<br />8'
<br />'-
<br />e'
<br />_
<br />5 1/2"
<br />-
<br />7-
<br />-
<br />4 (BOTTOM)
<br />13"
<br />it-
<br />13-
<br />13"
<br />13,
<br />13"
<br />Ir
<br />1r
<br />13`
<br />I2'
<br />13'
<br />IW
<br />5 (mPj
<br />Ir
<br />6 lIr
<br />IS
<br />13`
<br />73'
<br />9'
<br />1S'
<br />9'
<br />la-
<br />7 1/2^
<br />1J'
<br />61
<br />5 (TOP)
<br />13,
<br />1I'
<br />13"
<br />13`
<br />13,
<br />13'
<br />Er
<br />Ir
<br />IY
<br />,2`
<br />13"
<br />10'
<br />(aOTTOM)
<br />13,
<br />7'
<br />Ir
<br />Ir
<br />IY
<br />9 1/2^
<br />Ir
<br />D 1/2'
<br />a 1/2
<br />7 1f2-
<br />Ir
<br />or
<br />5 (Bo—)
<br />13'
<br />It"-
<br />- 13,
<br />Ia'
<br />t3"
<br />13'
<br />13"
<br />13"
<br />7S
<br />12'
<br />13'
<br />l0'
<br />6 (TIP)
<br />Ir
<br />5-
<br />Ir
<br />70 1/2
<br />13-
<br />8 7/2'
<br />13'
<br />6 1/2'
<br />7 1/2'
<br />5 1/2'
<br />1J`
<br />{ 1/2'
<br />6 (TOP)
<br />-
<br />-
<br />6 1 4'
<br />a IJ4'
<br />a F/4`
<br />B 1/{'
<br />-
<br />-
<br />-
<br />-
<br />6 1/,-
<br />8 ff4'
<br />6 (BITING«)
<br />_
<br />-
<br />8 1/4'
<br />6 1/4'
<br />8 1/e
<br />6 1/4'
<br />,6 1/{"
<br />6 t/4'
<br />-
<br />-
<br />6 t/4"
<br />6 i/4'
<br />a (BITING«)
<br />13'
<br />7 S/2'
<br />73`
<br />13"
<br />Ir
<br />10'
<br />le
<br />Ia'
<br />it'
<br />6'
<br />Ia,
<br />a t/2'
<br />7 )
<br />W__r
<br />TO
<br />5'-O'
<br />13'
<br />S'
<br />Ia
<br />0 t/Y
<br />13'
<br />6 1
<br />13"
<br />6 1/2`
<br />7 I/r
<br />S I/Y
<br />13'
<br />4 1/2
<br />7 (TOP)
<br />v5'-8`
<br />m
<br />Ir
<br />7 t/Y
<br />1'r
<br />Ir
<br />13"
<br />0 1/2
<br />13"
<br />10 1/2
<br />11 i/2"
<br />9" :
<br />13,
<br />Y
<br />1 (BOTTOM)
<br />Ir
<br />5 1/2'
<br />Ir
<br />13,
<br />13'
<br />9'
<br />f3'
<br />S'
<br />10'
<br />7 ,f2'
<br />Ia,
<br />S'
<br />I (BOTTOM)'
<br />13'
<br />7 1/2-1
<br />13°
<br />13'
<br />- Ir
<br />Ia'
<br />1}"
<br />io'
<br />If"
<br />6`
<br />- I,-
<br />a 1/2-
<br />2 (TOP)
<br />Ir
<br />5'
<br />Ir
<br />tO t/2
<br />Ir
<br />6 1/2-
<br />Ir
<br />8 1/2'
<br />7 I/Y
<br />a 1JY
<br />Ir
<br />4 1/2'
<br />2 (TOP)
<br />13'
<br />7 1/27
<br />13`
<br />13'
<br />sY
<br />10 1/21
<br />Ir
<br />10 1/2
<br />11 1/2
<br />W
<br />13,
<br />Y
<br />2 morrow)
<br />IY
<br />7'
<br />Ir
<br />73`
<br />13'
<br />9 1/2'
<br />13'
<br />9 if2'
<br />10 1/2"
<br />7 1J2'
<br />Ir
<br />6 1/2'
<br />2 (BOTTOM)
<br />13"
<br />7 tfr
<br />13'
<br />73'
<br />13'
<br />fO 1/2
<br />IY
<br />10 1/2
<br />11 1/2
<br />a'
<br />13'
<br />Y
<br />3 (TOP)
<br />13"
<br />7'
<br />13'
<br />i3'
<br />IS`
<br />9 1/2'
<br />1Y
<br />9 I/Xr
<br />10 1/2-
<br />7 1/27
<br />is"
<br />6'
<br />3 (w)
<br />12 1/2'12
<br />,/2
<br />6 1/4'
<br />8 i/e
<br />2 1/2"
<br />6 1/4'
<br />6 1/4'
<br />6,/4'
<br />3 (BOTTOM)
<br />2 I12
<br />12 1/2
<br />6 1/4`
<br />-6 1/4'
<br />2 1/2'
<br />6 1le
<br />6 1/4'
<br />6 1/4'
<br />3 {f30TLON)
<br />J I%2"
<br />8'
<br />6'
<br />7t/Y44�B`
<br />4 I/2'
<br />S°
<br />3 1%2"
<br />Y
<br />3'
<br />4 Rn')
<br />7"
<br />3'
<br />8`
<br />5 1/2'
<br />7'
<br />3 if2`
<br />9'
<br />4`
<br />4 7/2'
<br />3'B
<br />1/2-
<br />2 1/2-
<br />4 RIP)7'-5"
<br />6'
<br />-
<br />8'
<br />-
<br />e"
<br />B"
<br />4 {BOTTOM)
<br />e^
<br />4 IJr
<br />-
<br />6'
<br />a'
<br />3 ,/2'
<br />T
<br />-
<br />4 (aGroMT-
<br />7 t/2`'
<br />I3'
<br />1Y
<br />13"
<br />14 1/2
<br />1 f
<br />5"
<br />13
<br />7
<br />5 ,m
<br />73
<br />6 1 ^
<br />/2
<br />iY
<br />13,
<br />13'
<br />9`
<br />13`
<br />9'
<br />IQ`
<br />7 7
<br />/2
<br />t3^
<br />6'
<br />(TOP)7
<br />L1�2*
<br />//2"'
<br />13'
<br />13'
<br />Ia,
<br />10 I/2°t,
<br />if2`
<br />8`
<br />13'
<br />7'
<br />S (BOTTOti)
<br />Ir
<br />7'
<br />it
<br />13•
<br />IS`
<br />9 If2'
<br />1J'
<br />D 4J2'
<br />t0 t/2-
<br />7 1f2�
<br />13'
<br />e'
<br />S (BOTT00N)7
<br />1JY
<br />13'
<br />73'
<br />fJ'
<br />IO 1/2
<br />tl ff2
<br />6'
<br />13'
<br />7'
<br />B (TOP)
<br />f3'
<br />S'
<br />t3'
<br />73"
<br />8 //2'
<br />1J"
<br />6 4/2'
<br />7 t/2'
<br />3 1/2`
<br />1J1
<br />7/,'
<br />B 1/4'
<br />6 1 4'
<br />8 1 4"
<br />6 1/4'
<br />6 {BOTT,••)
<br />6 t/4'
<br />6 if4'
<br />B if4'
<br />8 1/4'
<br />-
<br />-
<br />-
<br />6 i/A'
<br />6 1/{"
<br />)���B
<br />6 {•�'•'••)
<br />SEE SHOT I I FOR ANCHORS TYPE & SPACAMG FOR MIAUATIONS INTO MOOD FRAME 8ULDINGS.
<br />, MINIM ANCHOR SPACINGS AND MNMW EOGE OWANCE ARE INWA ED ON IRS SCHEDULE. FOR CO
<br />,SS THAN INDICATED ON SCEOUX FECKiCE AMOHOA SPACING BY MULTIPLYING PACING SHOMI ON
<br />SC HEffiAE BY I1E FOLLOWING rACTOW FOR THIS OPERATION TO BE POSSIBLE. REMICED SPACING
<br />OBTAINED MIND rAG10R SHALL MR BE LESS THIN IRA,IUY SACHO WIWA M FOR EACH ANCHOR TYPE
<br />DF! THIS SC IME
<br />Sf4's
<br />t/4'.
<br />1/4'.
<br />,J{1
<br />If4*.
<br />1/4`.
<br />ANCINCIR TM
<br />Z,W
<br />MIMMUM ANCHOR SPAOM (Ia)
<br />3
<br />3
<br />3
<br />2 ,/Y
<br />2 ,/2
<br />.n� HUNT o6E t pr)
<br />3 1
<br />.,7"-,-
<br />T
<br />3
<br />3 Ile
<br />J
<br />DWAHCE am
<br />3
<br />3 ,ii'
<br />3 'fe
<br />3 ,/2
<br />3 ,/r
<br />X%K EDGE 068aNL7E
<br />EDITOR
<br />,_--- I I -..-....
<br />`A
<br />-
<br />-
<br />2 , 2"
<br />a.81
<br />0SA
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<br />_
<br />0.00
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<br />-
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<br />.
<br />1Jp
<br />�- tl9f
<br />w SPAgNGS ODkY VALID WHEN SPACER IS USED. SEE T�16LE 1 FOR MAX. A.S.D.DESIGN
<br />LOU75 &MAX. PANEL LENGTHS *04 SPACER Q/}I IS USED.
<br />,TABLE
<br />Ji A
<br />A.S.D. OESN%N LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8-
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE O1A,Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2" O.C.
<br />CODE
<br />INKAL APON DETAM FOR ICI E SAFELY PANEL C1;
<br />INTO PQ�RED 0j RC ETE OR CQNCREJE BL K STRUCTURES
<br />1/4"9 TACON SRND POUNEO 1/4"e TAPCON -__: �;1(iSTING POURED 1/4'e TA"___,_� „�„�POUSED
<br />1/4^w TAPOOK �EPOUIED
<br />ANCHOR O 9' 0 C. ETE OR ANCHOR O 9" O.C. _ _CONCRETE OR ANCHOR 9 9 O.G + i OR ANCHOR O 9' O.C. OR
<br />t CONCRETE BLOCK CONCRETE BLOCK % ' CONCRETE BLOCK CONCRETE BLOCK
<br />REQUIRID. """' EU. / REOUIREO. t�QU6RED.
<br />f i p�
<br />rY , , J2. 1 1/4" F tJ2" ,1/4. T._.._ 1j2. I JAL, T-" f If2• Ile
<br />f f% i _ � F i �._. —.I i —� I _ 1 Mom._.._____.___ .,'
<br />E.b.• % i I �j/EO.e t Ej-4 ED.e 1
<br />II I N t" Min. ! � I 1` Mtn. 1 1
<br />I 0
<br />I I
<br />1
<br />II I I
<br />N--SEPAPA I
<br />a I._ , 4Y-3a.,' - gOST@LC. I TO GLASS. I ,/4'r-aa,• ii 1 1/4Y-zm, EXI5fIBS,,N_ I ,/rs-2o.,-
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<br />_ :.r
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<br />w F4m r ay I ! I I "N"" 04 4 I a 1
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<br />_ `R __.____. 7 11 L __ � J
<br />i 1 a 1 I 1 ' L
<br />. L.
<br />I 1
<br />'L' Max. I 1' MAX. it 1" MALL
<br />( j
<br />. r
<br />,.._ _..._,...... .__......... I i _.,,. .._.. ._.. __-.r,_ _.-,_..
<br />f P PAN 1 PANEL LENGTH PANEL
<br />(1TION
<br />i PANEL LENGTH 8 d EVAM 1H ANd IENb'!RN
<br />t I w 6
<br />a�.._..._,..._.__YA_-.—..,..L._. ; (SEE ELEVATION tl I (%EE ELET 12) __ (OSNEE% A7122))ION It ; , (SEE SHEET
<br />�A
<br />D 1 Yln. I i ON STREET 12) n � ON %ME•ES ,2T II 1 Min. 1 0 _ —"�ON
<br />(r-SFAAfA I D ( I ` I(-- ARATION 1 11 I
<br />it TO GI/u5. I l II TO GLASS. I
<br />u t n a
<br />r
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<br />9aoa l t" IS /o
<br />a 12 , 2 Q0, � aw e l2 Y QC.
<br />i/4'e TAPC(Xd , "/4`I TAPCON 1/4'I TAPCON _�4"I TAPCON
<br />i ANCHOR O 9' O.C. I ANCHOR O 9' O.C. I ANGNOR O 9' O.C. ANCHOR O 9' O.C.
<br />!L E7Q - POVAED CONCRETE OR Et(ISi1HO POURED CONCRETE OR ' EXISTING POURED CONCRETE OR EKiSi1NG MXIRm CONCRETE OR
<br />Z"ON(RETE BLOCK RECURRED. "�'i`O VII BLOCK REOU IR€D.-ZtONCRETE BLOCK REOU(RID. CONCRETE BLOCK REflU1RED.
<br />smaN -R-1
<br />b REGULAR PANELS O .&,P,ANEL 0 R aULAR PANELS b FE SA ANEL
<br />WALL MOUNTINGS WALL MQUN71NGS
<br />SCALE 3/9=t' ,4"pHO.HNFNFN SCALE 3/8-1-
<br />` \)DEN,p 4,1y%
<br />i i
<br />WOOD FRAME oukDww__ NO. d4167 FLORIDA BUILDING CODE Non High Velocity Hurricane Zane
<br />- *: _
<br />y P ,• STATE ,'rt. am2o aTEm• III 24 GAGE GALVANIZED STEEL STORM PANEL WAI,
<br />W.
<br />F(0 - "�_ BALL PROTECTION PRODUCTS, TLC. 6araf
<br />y, sS'n• ... 1 O 19Ee. DALE
<br />AI (VIAL No & _ 41p0 &W $I STRW
<br />Fr7NrrMNIMM1Ii Ll Mw 3ryr, w.. V. a%.,M®iw Wwl6W n 3FtBF. Ie, N. M. 2D-176
<br />Pn.- .,-t 'W. pew w-,s» PHONES, (964I F451 rXX:(.H.I.-IGN7
<br />'b,•+"'.'•" ... AMt rp r mt,l, ..ft" Arc
<br />G1-9P99T19
<br />PE SFaA/,IQIARME/M1E wMTFR A. ti 1 dr.. P.E ac ,H,m rn 61WET 13 Of fa
<br />aEE SHEENS 76 & f6 FtX4 AICHORa
<br />AgpM01l TFtC
<br />f/,L
<br />TYPE & SPAC6IC F1XA INSTA{LL,XYNS ana
<br />TAPcad
<br />YNWUY ANCHOF! SPACIiOS AND MNeeLt
<br />_
<br />1WA684 ABNIIOR 9TwGIB {M..}
<br />3
<br />,�,C,�
<br />ih:,era. (M.;
<br />J
<br />E[30E DISTANCE ARE NDIGgTEO O! THIS
<br />SCHEDULE. FOR ED. LESS THAN 1HOICATD7
<br />ON SCFEOULE REDUCE AFXPgA SPACFOR ING
<br />P,yl
<br />!eane48t llglt tlr3
<br />3
<br />fW AR&.TIPL•N9r6 SPACING 6)gwN ON
<br />SCtfEOULE BY THE F'aL7.OwRa'. FACmLS,
<br />A+AMM, RITE 1198M�
<br />aDJ
<br />FXWpE
<br />1 12�' -�.
<br />`.
<br />0.35
<br />THIS d,tRLTION TO BE POSSIBLE.
<br />IREOUCE6 SPACING tlBTA1tffO idSRNO
<br />FACTOR SHAD NOT BE LESS THAN
<br />x 11z.
<br />a.e1
<br />- y_.
<br />a90
<br />MABPJM SPACNNO NDMATEO FOR EACH
<br />ANCHOR TYPE 9N TINS IK,THEDLIF.
<br />- -^�-
<br />312'�
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<br />iNSI i�►jJ,ON DETAILS FOR uEE SAFETY PANEL CC) INSTALLATION DETAILS FOR LIFE SAFETY PANEL n INSTALLATIONFORPANEL
<br />INTO POURED CSNCRETE QR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOAD STRUCTURES
<br />7/4"I TAPCON_ EX6,1NG POURED ,/e TAPCDE{, (,kIS77NO POURED ! •"f , '!J, I i 1 f t �1'1,
<br />}'"i r ( , '7"'-�`Y' - �'-� I
<br />ANCHOR O 9 O.C. 1 ,,- CREE OR ANCHOR O B' O.C. CONCRETE OR ,' RFAOER `•,, 1 MJ000 t1EADER HEADER a"-'^... �.'` i EIFAIER ER f
<br />CONCRETE BLOCK CONCREE BLOCK i EOUIREp p ry," 01ED ,; ?JrkfFW,O i aUIRED }: OURED ¢�' CURREDREQUI ED. < i 6ij,ci . �,> WOOD HEAD NiSUn HEADER
<br />ICn
<br />( s �( `� RE �r
<br />1 1 S`I TAPCON I 1 {'I TAoP„'ON t 4'e TApCQN f 1 4"e TAPCON I
<br />'1 2 �_ ) _� , NDR O !' O.G r{ 1 - ANCHOR O 4' D.C. t` i I f 4'0 TAPCON , 4'I TAPCON W
<br />74) ! / 1 I I - ANCHOR O 9' O.0 , � it OR O 4' O,C.
<br />/ 1 z i „ 1 I ANKTHOR q 9' o.c. i q !' o.c.
<br />_ �y I , I ffz' Ile _..-- ___t J 11 s f I r l ff \ J ` ICJ J/ t � (� �.1 2 � 11 i '
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<br />0 1 ! i" Wa. I 1 i f ,, t 1 ,, 7 1 I I
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<br />EXSTD4G-a 6 11a18 W BT S,L leis } II i a ! f/4Y-ffiaT• i R 1 I a J4'F20r1• 8 1 8 ' 1 I
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<br />" .__ I _- I PANEL LENGTH R. . _ I'-- 5 "L" MAX 11 T ,DON,wt 7-8•) tl ]- . t'-- .",-'-. - I I ,11M1H O4m Y-0) II f- } _._ _... r m:»_,_ . - I '_, =_ ILA rm P+IFi E7tIS7lH _. i 1 I,
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<br />_.-z.._�l (SEE ELEVATION ! 1 N—� (SEE ELEVATION ! _.�.� 111-__R-...._. R' Mom. 4 PANFl LE'NOTH EI `'T
<br />m5 i` I Oft SHEET t2) ! .,_ i ON SHEET 12) U 1 - — ,T,._.y 6 (SEE ELEVATION 11 j i PANEL. LENGTH B F r $ (%EE ELEVATION tl 1....- .r...__. "L" MAX, !____,__,._.._— _ I PANEL LENGTH
<br />T�
<br />a ( I i w .L__ SEE VATIOi t ON SHEET 12} a_,._._..._�. l ON SEIf,E 12) 0 I PANEL LENGTH R —.-` 5
<br />.�--_.,.___ ~- .! D I ON SHEEN 12}
<br />( ! i R B.^T-.-. 1(AN ELEVATION 0 - -----� T..__ E (SEE ELEVATION 8_-.�I II _�_ I (SEE ELEVATION 11 i (SEE ELEVATION
<br />A Ri CUSS. { I. _,_ __ DL
<br />�'_..~ 1 ION SHEEP 12T 0 I I 6 I %+ t # tMt SHEET 12) a L rl I - ----/------ 01N 5HEE t2) II - I { <.
<br />` i L/a , , I II^-SEPARAnO+4 I i * 7 R--�'�'r 1 ; IN, _ _iEPMA770N -N'- 3 I 6 a t' MRn. - i - 1 p ,.,,,. t iir-_.�...-a_ _ I 1 _ 1 I f r I , I 4r 0 Y Mn. I I a - 10f -'ems I
<br />I a TO GLASS. T` Wn. I
<br />r3 ./ t i . 1 D TD GLASS, I L/2 FPARAiON I a t I ARATIOI--- I 1 AT . I 0 1' Min. 1 !
<br />- I - '/�// i I - m GLASS, t)l,ASS.
<br />' I I B' _ ,..� - GUuS
<br />1 0 Q51L5% 1 f.'�
<br />f 10 ( a I 4` u 1 LJ2� �_-i ._. e` tlu j l:/ L �E•--SEPARATIOi- f L,EJ
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<br />i - ` fl WIRED leaf as } 1 2k4' WOOD i !s
<br />1/4'9 PANEL MATE Pyg,,S"•._W._:AEM 1J4'w PANELWIE f+)jJ_ !. ,e I I / 4'9 TAPCDN ; Ll, s1 tj4"! TAPCON I I ; 11 _ 4"I 7APCON rx4` ,�,J ,. :� I} 2pLp; -""('� '1t I PLATE 1
<br />BANE ANG o D.0 ANCHOR a a.c. ANGNGR a 9" D c PLTE ATE i b LIFE Is L HOR a e Pu i
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<br />ANCHOR q 12 If2 O.C. ANCHOR {gETOFID} ,. w. _ � fi f 1 4.:. I + t j I 1 4•, TAPCON REQUIRED REQUIRED I `i
<br />i i STAOOEREO W/ STUD t I ,( 7 f STAGGERED W/ STUD �: ` j ,! ! REWIRED 4 f !,I I 1 A"/NL'HUR q 0' O.C. i t' •f AMCNOR gPANE1iA 1f ♦ I I.!1 I 1/4'a PANd#IATE PLUS
<br />( s, I „ 11 �� � `L-, ( -ANCHOR q 72 ,/2 D.C.
<br />PLUS
<br />WALL MOUNTINGS )l woDD uiE wood 1 II wj t j
<br />SEE SHEETS 45 & 16 FOR ANCHORS TfPE & SPACING MR SCALE 318-1" ` 1 1,! REOIlIREO nV•.•—.I REWIRF,D ._')','' ,•.._."''- � 1 ! �, � I � I I � I
<br />wsTAUAmHs l+o aaoo FRAME BUILDINGS. , i L I/
<br />MINIMUM ANCHOR SPACiDM AND NNBtEIN EDGE O A14M
<br />ARE pOIC#FA ON Ti65 SCHEDULE. FOR ED, LESS FtHrdl .-'..� ` i.tr��..- (�e.,.�'
<br />INDICATED ON SCHEDULE KVXE ANCHOR SPACING BY « ". 1 V
<br />MULTPLYNS SPACM SIOFN ON SCtiEOULE BT IRE
<br />EOUOR1Ws rACTORs. FOR TAUS OFEAI, LE 7O PG6yM[• M
<br />REMICED SPACBG 051ANED USING FACTOR SHALL NOT BE O Rr: r �. E C F ETY PA ELNiff b LI S,I1 L rI 011414 B L W
<br />TYPE ON THIS SCHR LE, LESS; THAN MNIMUM SPACING mmim MR A0,4aMRINr
<br />Ile. IJ4•. .ally ij{\ A. Tlj4ly Ylf" MUNUNGS WALL MOUNTINGS W �1 ...., JJI J.,.
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<br />ANCHOR Inc TAB, :a1�� GENgar �$ SCALE 3/B-,' lee A.TA`"" scALE 3/e=T• ALL MOUNTINGS 1 CENT, ' ?1 'S W
<br />SCALE 3f6-1"
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<br />1&MM AMOau SPACM (M3 3 ,i s FLORIDA BUILDING CODE (Non Nigh VelocityHu cons Zone) .{�3' ►`.; • CENS •.� b FLORIDA BUILDING CODE. Non High VelocityHu cone Zone x : 0. 44167 = FLORIDA BUILDING CODE Non HI h Vs1ocR Hurrlcona Zona
<br />•MRP14N,afM OTnrg1. a-) a 3 '•` 0=0 IILTIM INC.F.F. !l4TE5: 2 '"5 .2020 T7atm m F,r. .uw4w[. ='A' : * • r "m IRTEEO, MC, FJ:
<br />I,pAMn&9N .;; ;era: w 3 a ,/2 _ * * : Tk s 24 GAGE GALVANIZED STEEL STORM PANEL W. s 0, 44167 -. s 24 GAGE GALVANIZED STEEL STORM PANEL.
<br />i •a.• a 1. INSTALLATION ARE ONLY VALID FOR A,S.D. DESIGN * r ' t. INSTALLATION ARE ONLY VAUD FOR MAX. AS.O. =-c� STATE OF ..�0=�¢ ?A GAGE GALYANTZEiI STEEL STORM PANEL DMANK � z
<br />A01K Emr 6®aQ G'AIL1 ►FCIIR 07/yfd0'm PRESSURE RATINGS (p..J) AND PANEL LENGTHS AS = * * r""'1•-+ j I712TJamo Y•
<br />%STATE '- GLOBAL PROTECTION PRODUCTS. LLC. DAiF PER ELEVATION ON SHEET 12 STATEC}l '�� IL c, GLOBAL PROTECTION PRODUCTS, LLC. OME DESIGN PRESSURE RATINGS (p9.1) AND PANEL `��'Q • F(Op GLOBAL PROTECTION PRODUCTSr LLC, n/n
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<br />1HA_2 ,/2• RG_.........•• ` _ / 7TYta7a CNOiHIwaie a0a _ OW S.W 5i STREET4 ` ! 2. FOR NEW W664 FRAME CONSTRVCTION; WOOD 's AM S.w. 51 9rtaa IFNGTHS AS PER ELEVATION ON SMELT 12.
<br />/ E. seke. r 7RA waw amL n a,n SDK. F,_ 333I4 b • FL 0 R19 'L.a'Z47 nLtr. 3., r. r&A mM. wra o u+w aMW; n, 333,4 2. FOR NEW W000 FRAME CONSTRL1tTIOiN: WOOD '`9iA Sh)N AL E� - j �-�. tt7 T111 Mr„ e„ e&„o°e00ng ti �sss14IZy ry.ONAL ,r01 ,pew m-,mo. a ,Aral v,-,M, P,raE: (9u>mP-7s,s, PAv (9x)se/-!n7 20-175 M£A(BERS 70 BE SOUTHERN PLNE t� 2. W j SPECIFC ,IL LS`. •......... . w.e.: Gat m_,sn. n.: t -� PHDNHE (r54)l�-r„45. Fres: (9541seo-6TI7 20-775 MEMBERS TO DE SOUTHERN PINE NG 2, W/ SPECIFIC HNEINM... IA J .,,..: tsw m-mtr . F.: pM7 m-,s, FHG2 (W)SW-75W FAX: C44)W B�-6n7 20-175
<br />FN4..'HAW ,-rm .t-..r,- DENSITY OF 0.55 OR EQUAL +c wMN.,m.,..s ww..a,...,] 1 P.C. szmv mrff, /ATE A. TUIT'S crr f,M.ev rw' �p^p� —�� CA-ad06/t9 CA-D00671a
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<br />WAt1LR A 1X31I `i P,L , oA f7-Ia ' ,INEC 74 eF la r4NIN rtIME/OATE wALiER A. itULtT Je., F.E SNR7 75 aF Sa PL �AlfMS4p11FE/0AE , ,7 '. 91 ; 81WR 16 of 76 J
<br />°A' Ha: tS" Tar 09tlAMIG Hn: DENSITY OF 0.65 OR EQUAL
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