|
END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />VALID FOR REGULAR, LIFE
<br />CONCRETE BLOCK OR WOOD STRUCTURES:
<br />SAFETY do E-Z HANG STORM PANEL 11) SYSTEMS
<br />• 1
<br />a 4._..-._1 -- OR ^=E wo�al cR
<br />•©�
<br />VARIES 1 N 2•Ke WOOD FRAYS 2' 3• .o9r 31W H-14 DR
<br />O ® SOURED weJ-Te �N1A'/ CaO. AUAL-
<br />S Vzy ANOE WAIN ,/ir . 1 3/4'
<br />2 1/2• TAPCON • l7' O.C.
<br />1'
<br />POURED CONGRETL LYAIPE7E \.
<br />- 4' RACOON ]-,
<br />RE I'.4' N000 (RARE CONCRETE ROCK Dim �
<br />`. MINION a 12. 0.f.-. 241n/7� 'OUMNUD
<br />I
<br />OW FRAME I OR®HALF PsArt
<br />YWEDcut
<br />O-
<br />PANU
<br />F! RACOON ANCGR I 2' . 2• + .Oo7• ro 1EWNMT: lFG IAGT10N
<br />• 12' O.C. -
<br />(-•, X L s• w5R corn.
<br />S MbI AW. AIOIE OR
<br />�•
<br />W< L G13S
<br />; 090* 3A0M H12i'l SHUT POLED CONCRETE CONCRETE
<br />SI --�-----
<br />1I- .An 1EIK BFNT PURE LOC. OR 2.i WOOD PANNE
<br />�' t• fi'�; BREOUIRED
<br />]1OS-N1�
<br />Ok '�.1 I
<br />Is ARm / I 2 2' �''J _. Y - I i/ate
<br />cm
<br />CDR. A1EY. AINCLE ------------>---- J w,. rviP
<br />1/e P BOLT _4' . 4".
<br />e 12' O.C. 31o5-Hta OR 10063-16 ALLOY
<br />W/4ACIMUT Cart. AW.- ANGLE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4'.1• SCALE i/4'-1' SCALE I/e.i- SCALE 1/4'-1•
<br />SRA-SET ON CAIt-a
<br />OR ELCO PAMEiINTE
<br />1
<br />F Q CONNED CONCRETES EXISTING 11MR AT �FEMVE T NO
<br />- --i-- DR CONCRETE ROCK -m► BORN OR PANELMATE THUS ((5EQE 6
<br />1.SX " •OIAEO I 1 OR 2..' WOOD Xm OF OPDssG SCHEDULE ON DH11T3
<br />(MIN PANEL :•: COIL7tLTE &LtK VARIES ® ® lIIAII[ u[OIIED .K APPLICABLE 10 t 11)
<br />2 .: r000 TWA1E S• IbL•� .
<br />OVfRIAP BELOW' _ mIrIETE co.caETE REQUIREDOPEP .` 1 .;�••• ;. \.a„ .; �'�
<br />ROCK OR 1' 1' HOOD GRACE i Vl loll it `i1� '
<br />>\ H J Um.
<br />RED\:, 1 /A
<br />IKOtI1,a :'��.A� �`�V 1
<br />VARIES 1 ' © �® _ (I)REe�.w fUTmontiomm FRONT
<br />R la TO
<br />Y ,•WL I WILL QE�ER CUT END PA W
<br />X 8.0. DISTANCE1--
<br />1t) 1
<br />.... -=� 14ANNNANN, CASE G (PLAN)
<br />17V1
<br />�p
<br />SCALE Ile-1.
<br />WanLWR� uc' �•, •••••..••,. VALID FOR DIRECT MOUNT INSTALLATION ONLY h
<br />'
<br />N ..• aG 3: V1 1i
<br />F '. • CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />-z No. 44167 •L SURFACE LEVEL VARIATIONS WIT/ -ON 3/4-
<br />e * * ; * = FLORIDA BUILDING CODE Non High Velocity Hu on!Zone)
<br />CASE E (PLAN) CASE F (PLAN) y•.SIATE Of : ti 24 GAGE GALVANIZED STEEL STORM PANEL
<br />='SDiY`�SCF[DRIDi'..
<br />aft
<br />SCALE 1/1•-I' SOLE 1/4'-1•
<br />7
<br />IL ECOINN. GLOBAL PROTECTION PRODUCTS, LLC.
<br />•AA,,
<br />AHIT,IN 1RlN l[e1N0 t 00"K "" GCWANT Sam SW SIRELI
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<br />mom(e6.)1/8-754R FAX: (6"JINW-i7/F
<br />"'•I OR." -
<br />4w Aa w Nw.rRw
<br />PE EAB L/WUTURC/GTE 1WA7p A TjU/T71Jr. I.E m 11'tw ` SRE[1 8 or 16
<br />N 7
<br />(VAUD ONLY FOR PANEL 1OINSTALEATIONS AS PER ALTERNATIVES 11V THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />RATING
<br />(P-01
<br />MAXIMUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 & 7
<br />A"UCARE
<br />ALTERNATIVESPRESSLRE
<br />•
<br />ANY OF THEM
<br />MAXIMUM
<br />vANEL
<br />IEv
<br />(n')
<br />TAPCON
<br />LAG SCREW
<br />PA14I.MATE
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />WOOD BUSH G
<br />1r
<br />t}'
<br />Ir
<br />13"
<br />IW (TOP)
<br />130
<br />13•
<br />13"
<br />13'
<br />13'
<br />Iw (Bo(mM)
<br />6 1/2-
<br />6 1/2•
<br />5 1/2'
<br />8 1/2-
<br />6 1/2'
<br />2W (TOP)
<br />_
<br />-
<br />6 Ile
<br />12 1/2•
<br />6 1/4'
<br />2W (Batt.•)
<br />5'�'
<br />LOR
<br />5- -
<br />e. --
<br />--5.
<br />- ---. e. ..
<br />_ -
<br />(TOO)
<br />13•
<br />_..._-_13,
<br />13•
<br />13•
<br />13• _
<br />(TaP)
<br />+45. -45
<br />LESS
<br />-- )y'
<br />13-
<br />_
<br />13•
<br />13•
<br />1s'
<br />w (.0)OR
<br />13'
<br />1)'
<br />13•
<br />13•
<br />5 1/2'
<br />9 (10P)
<br />13•
<br />13•
<br />13,
<br />13-
<br />6'
<br />n (BOTTOM))
<br />6 I/2"
<br />a 1/2'
<br />B 1/2'
<br />B 1'
<br />/ 2
<br />8 / 2
<br />C1 OP
<br />-
<br />6 Ile
<br />12 1/2•
<br />6 t//•
<br />PW (Bart.•)
<br />•-0'
<br />>5To
<br />1 I/2•
<br />e
<br />6 1/2•
<br />6 1/2"
<br />-
<br />(Tap)
<br />14-4-
<br />4 1/2'
<br />4 1/2'
<br />7'
<br />7'
<br />-
<br />3R WTTOI)
<br />70 1/Y
<br />9 1/2-
<br />12•
<br />12•
<br />e
<br />W (TOpJ
<br />13•
<br />13-
<br />13'
<br />13-
<br />5 1/2•
<br />(eoTTOM)
<br />• SEE TABLE fl FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER" IS
<br />USED: CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DESIGN
<br />PURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLOBLE
<br />Ii
<br />MAXwU4
<br />PANEL
<br />'
<br />TAPCON
<br />TAPCONNo
<br />LAG SCREW
<br />PANELMATE
<br />PANELMATE TE
<br />PLUS
<br />WOBUSHING
<br />13•
<br />13•
<br />13•
<br />t3'
<br />W (TOP)
<br />IS•
<br />Ir
<br />Ir
<br />13,
<br />8'
<br />tw (Bottom)
<br />6 1/2-
<br />6 1/2•
<br />6 1/2•
<br />6 1n•
<br />6 1/2'
<br />2w (TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />6 1/4'
<br />20 (BON..)
<br />5'-.W
<br />OR
<br />7 1/2'
<br />B_
<br />e•
<br />e'
<br />(BOTTOM)
<br />is'
<br />13•
<br />1J•
<br />13•--
<br />_
<br />13•_--
<br />W (TOP)
<br />+45. -45
<br />TO
<br />+75. -75
<br />13'
<br />13'
<br />13• -
<br />-- I3'
<br />1J-
<br />N (BOttOY)
<br />17•
<br />1J'
<br />13•
<br />13'
<br />to'
<br />1w DO
<br />13-
<br />it3-
<br />6 ,/4'
<br />10 (BONG)
<br />6 1/2-
<br />5 1/2•
<br />6 1/2'
<br />6 1/2'
<br />6 tn'
<br />2w (TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2•
<br />6 1/4'
<br />2W (BON.•)
<br />>5'-0TO
<br />4 1/2•
<br />5'
<br />7 1/2•
<br />7 1/2•
<br />-
<br />3W (HOP)
<br />Y S'
<br />5•
<br />5 1/2'
<br />e•
<br />e•
<br />-
<br />3W (BDI'FOM)
<br />13'
<br />12'
<br />13•
<br />_
<br />13•
<br />5 1/2•
<br />(MOP)
<br />13.
<br />13•
<br />Ir j
<br />13•
<br />1 IQ'
<br />4W (BOTTOM)
<br />• SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS "FEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET B
<br />ICE
<br />11 A
<br />A.S.D. DESIGN LOAD
<br />MAXIMA 1 PART
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO W PSF
<br />5'-10'
<br />a MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE MMALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ sNMFT„ 1/2. O.C.
<br />INSTALLATION ATION DETAILS FOR LIFE SAFETY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPC011_ , _. Dt6,R4 POURED Iles TAPCON __ POURED
<br />ANCHOR a P• D.C. CONCRETE OR ANCHOR O 9 O.0
<br />:,. CONCRETE BLOCK C OCRETE BLOCK
<br />1 .. / 1/Y 1/4• E 1/1• ,/P
<br />wAx. - --- N
<br />ED.-
<br />1
<br />1
<br />I
<br />•7
<br />/.•.-tar e�
<br />if. ml- a fly
<br />i
<br />i I. �
<br />1
<br />tl q afw/�
<br />i OHM�C9 g7�
<br />(
<br />' 'L, Ms.
<br />I
<br />3.
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />L/2
<br />i '
<br />I
<br />ED•
<br />CONING PWREp
<br />CONCRETECONCRETE
<br />I
<br />91.
<br />I
<br />1/1'. P`W12 TE PLY$ _
<br />ANCHOR e u I/Y o.c.
<br />SEE DEiTH to t is FOR AEH ORS TYPE • SPAOIG rOR
<br />WRIALLAA7NS Ono WOW "LANE BIMDNOB
<br />WARN ANCHOR SPACINGS `41YUY IE EDDLSTAACE
<br />C ARE /OTHISNED ON 1FOR E.D. LESS THAN
<br />MWATED 04 SLKMU REDUCE ANCHOR SPACING oY
<br />MLLTLYNO SPACING DOWN ON SLNUULE BY THE
<br />FOUOR►G FACTORS. FOR T" OPERATION TO E Pos9BE
<br />REDUCED SPACNG OBTAINED USING FACTOR STILL NOT E
<br />LESS THAN ANNARR SPICING AOUTED FOR EACH ANCHOR
<br />TYPE ON THE SCKEDAE.
<br />'/'•'
<br />'�'''
<br />A MM 1ME
<br />-
<br />�„
<br />-
<br />Aua.w4
<br />MIAMN Now MAID 00
<br />3
<br />3
<br />•.I..aNs DLrwN4 On)
<br />3
<br />3
<br />3
<br />3 1/2
<br />ORNAHM W ON.I.M ewA DJ
<br />NIQR � BSBSQ iBJ
<br />IEICIBR
<br />/2
<br />-VA
<br />-
<br />ED• /
<br />I
<br />-Cl)
<br />1 1• Min.
<br />I
<br />B TO GRASS.
<br />• I-
<br />tr•+A-w1•
<br />h f -/AIL
<br />_
<br />dGOA�
<br />EXISIIN(ij
<br />j
<br />G A55 1
<br />I
<br />'LWAX.- p,
<br />n
<br />6' PANEL LENGTH
<br />1
<br />I
<br />(SEE ELEVATION
<br />I
<br />I
<br />, ON SHEET 12)
<br />1
<br />I
<br />I
<br />ice/
<br />6•
<br />i
<br />E%ISTING PWREU
<br />CONCRETE OR
<br />CONCRETE ROCK
<br />REQUIRED.
<br />" - �
<br />LEYae) -
<br />,-,�/.
<br />I
<br />1/4'0 PANELMATE U> .-
<br />ANCHOR (BEYOND)
<br />WALL MOURTIMIGS
<br />SCALE 3/8-1-
<br />Hurricane
<br />BUILDING CODE (Non Hlah Velocity Hurricane
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE O CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX. ALS.D,
<br />DESIGNWYE
<br />PRESSURE
<br />RATING
<br />MAXIM ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO
<br />tLIT
<br />WJIINU4
<br />PANEL
<br />LENGTH
<br />(/
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />p,�m
<br />MR70WN ANCHORS SPACING FOR Y" E.D. PER SCHEDULE BELOW
<br />APPUCABLETo SECTIONS
<br />+
<br />a ANT
<br />IuxW0.
<br />LENGTH
<br />�Nlo
<br />TAPCON
<br />SOLO -SET
<br />FENW.E D
<br />PLUSTE
<br />2AMAC-NALDN
<br />CALK -IN
<br />TAPCON
<br />SOLID-50
<br />PANEWi/E
<br />FEMMED
<br />PANELWI[
<br />PLUSZMW_MUN
<br />CALK -IN
<br />mm
<br />ro
<br />To
<br />0
<br />MCroNG
<br />OF THEM
<br />ro
<br />10
<br />ro
<br />ro
<br />TION
<br />+45. -46
<br />L�
<br />1J'
<br />17'
<br />IS'
<br />13•
<br />13'
<br />Ir
<br />13"
<br />tY
<br />Ir
<br />13'
<br />13,
<br />13•
<br />1 CROP)
<br />5'-C
<br />011
<br />I.Egs
<br />+45, -a5
<br />♦65, -65
<br />1!'
<br />Ir
<br />1r
<br />13,
<br />1r
<br />tr
<br />Ir
<br />Is'
<br />IY
<br />13•
<br />Ir
<br />1t 1/2
<br />1 (TW)
<br />5'-6•
<br />opt LESS
<br />1Y
<br />Ir
<br />Ir
<br />13•
<br />IY
<br />13•
<br />13•
<br />13•
<br />13-
<br />,3'
<br />13-
<br />13-
<br />t (BOTTOM)
<br />13"
<br />13•
<br />IY
<br />13•
<br />13-
<br />Ir
<br />tr
<br />13-
<br />13•
<br />13•
<br />13-
<br />11 to
<br />1 (BOTTOM)
<br />1r
<br />13'
<br />13•
<br />t3.
<br />13•
<br />13•
<br />Ir
<br />131
<br />13•
<br />13,
<br />13•
<br />lY
<br />2 (TOP)
<br />Ir
<br />Ir
<br />13'
<br />13"
<br />Tr
<br />Ir
<br />tY
<br />17•
<br />13•
<br />17"
<br />13'
<br />It 1/2
<br />2 (TOP)
<br />13•
<br />13'
<br />13•
<br />13-
<br />13"
<br />13•
<br />13•
<br />13•
<br />I]•
<br />13•
<br />,r
<br />13-
<br />2 (BOTTOM)
<br />13'
<br />13'
<br />,r
<br />13"
<br />13'
<br />13•
<br />13'
<br />13-
<br />t3-
<br />13'
<br />13'
<br />It 1/2
<br />2 (BOTTOM)
<br />Ir
<br />13•
<br />13,
<br />13,
<br />Ir
<br />13'
<br />13'
<br />13-
<br />3'
<br />13,
<br />13'
<br />13-
<br />3 (TOP)
<br />13'
<br />IJ•
<br />13
<br />13'
<br />t3'
<br />-
<br />13'
<br />-
<br />73'
<br />1]'
<br />13•
<br />11 1/2
<br />3 (TOP)
<br />12 1/2
<br />-
<br />-
<br />6 I/4'
<br />B t/{'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1n•tI
<br />In
<br />6 1/1'
<br />6 t/4'
<br />2 1/x'12
<br />I/2
<br />-
<br />-
<br />6 1/I'
<br />6 t/{'
<br />3 (BaT1oM)
<br />e'
<br />9•
<br />8'
<br />e'
<br />e'
<br />B'
<br />8•
<br />8•
<br />e'
<br />S'
<br />e'
<br />7 1/Y
<br />4 (TOP)
<br />e'
<br />5 1/2•
<br />e'
<br />8'
<br />4'
<br />6 1n'
<br />8'
<br />7 ,/2'
<br />4'
<br />6'
<br />B•
<br />5•
<br />4 (TOP)
<br />e'
<br />-
<br />e
<br />_
<br />e'
<br />-
<br />a.
<br />-
<br />e
<br />e-
<br />-
<br />4 (BOTTOM)
<br />e
<br />-
<br />B'
<br />_ -
<br />5
<br />-
<br />e'
<br />-_
<br />e
<br />-
<br />e' _
<br />-
<br />4 (B O )
<br />1J•
<br />13'
<br />13•
<br />tJ'
<br />13'
<br />13•
<br />_
<br />13•
<br />13'
<br />1]'
<br />i3'
<br />t3'
<br />y (TOP)
<br />13'--
<br />13,
<br />13,
<br />13'
<br />tY
<br />1Y
<br />tJ'
<br />,3'
<br />13'
<br />__-IY
<br />13'
<br />_ L3'
<br />11 I/
<br />5 (TOP)
<br />13•
<br />1]'
<br />,3'
<br />13-
<br />13'
<br />13'
<br />1J•
<br />_
<br />13-
<br />--13*
<br />73'
<br />13'
<br />13'
<br />t3.
<br />(BOTTOM)
<br />IY
<br />13
<br />13•
<br />13•
<br />Ir
<br />13•
<br />,r-
<br />13'-
<br />13'
<br />7T
<br />11 1/2
<br />5 (MYTOW)
<br />13•
<br />13'
<br />-
<br />13'
<br />13'
<br />13•
<br />11•
<br />1J•
<br />1r
<br />13•
<br />13-
<br />13'
<br />13'
<br />4 (TOP)
<br />13•
<br />13,
<br />17'
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />13'
<br />-
<br />Ir
<br />-
<br />1r
<br />13'
<br />11 1/2
<br />5 (TOP)
<br />6 1/{'
<br />6 1/4'
<br />5 1/4.
<br />5 1/4'
<br />---
<br />-
<br />-
<br />-
<br />6 1/4.
<br />6 1/a'
<br />8 (80TT«)
<br />_
<br />-
<br />6 1/1'
<br />6 1/1'
<br />6 1/4'
<br />6 1/C
<br />-
<br />-
<br />-
<br />--
<br />8 I/4'
<br />6 t/4'
<br />6 (BON.»)
<br />13•
<br />5•
<br />13•
<br />10 In
<br />IS-
<br />r
<br />13•
<br />7'
<br />7 In
<br />5 1n
<br />13'
<br />4 1/2
<br />1 (TOP
<br />TO
<br />13-
<br />6•
<br />Ir
<br />I3•
<br />13'
<br />8 1/2'
<br />13'
<br />8 1/2'
<br />9 1/2•
<br />5 tn'L13
<br />5 1/2'
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<br />13•
<br />13'
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<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />111'
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<br />13'
<br />7 1/Y
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<br />13'
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<br />13'
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<br />7 1/2
<br />5 1/2
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<br />1 (TOP)
<br />13'
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<br />8 1/2'
<br />13•
<br />8 1/2'
<br />9 1/2'
<br />6 1/2•5
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<br />2 (TOP)
<br />13•
<br />13•
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13-
<br />6 In•
<br />2 (BOTTOM)
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<br />7 1/Y
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<br />I3'
<br />13'
<br />10'
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<br />2 (BOTTOM)
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<br />13•
<br />9 1/2
<br />I3'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6 1/2.
<br />3 (TOP)
<br />13-
<br />7 In'
<br />13"
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<br />13-
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<br />10'
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<br />3 (TOP)>s'-e
<br />12 1/2.
<br />12 I/2
<br />6 1/1•
<br />6 1/4'
<br />12 1/x'
<br />6 t/4'
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<br />-
<br />6 Ile
<br />6 1/4'
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<br />12 1/2.12
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<br />6 Ile
<br />6 I/A'
<br />12 In'
<br />12 1/2
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<br />-
<br />6 1/{'
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<br />3•
<br />5 1/2•
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<br />8
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<br />7 1/2'
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<br />-
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<br />5 1/2'
<br />-
<br />-
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<br />13'
<br />13"
<br />0 1/2'
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<br />9 1/2-10
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<br />7 tn'
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<br />6'
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<br />13'
<br />a f/2'
<br />13'
<br />13'
<br />13'
<br />10•
<br />13'
<br />10'
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<br />7 1/2'
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<br />17'
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<br />13'
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<br />6 1/Y
<br />5 1/4.
<br />6 1/4•
<br />6 1/4-15
<br />1/4•
<br />6 1/1.
<br />8 1/{'
<br />6 (80TT.»)
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<br />6 1/4•
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<br />LESS THAN NWATED ON SCHEDULE REDUCE ANCHOR SPACING BY AATPLY•NG SNCM SHOW ON
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<br />DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER et1/ IS USED.
<br />A.S.D. DESIGN LOAD
<br />MA)M 1 PANEL
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<br />V-8'
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<br />W-2•
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONIY VALID FOR INSTALLATIONS
<br />W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2- O.C.
<br />_. __.- - ..... ._. -_ -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 t16)
<br />3' MAX. R-1A/13, R-2A/13, R-3A/14, R-TB/13. R-28/13, R-38/14. 3• MAX.
<br />D.M .O. R-UAW/15. R-2AW/15, R-3AW/16. R-18W/15. 9-29W/15. R-38W/16. 1°"-
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<br />I' MN, R-Wl.% R-2A/13, R-3A/i4, R-18/13. R-29/13. R-38/14, I• uN. SPEED Up To 17o m.p.h.
<br />R-IAW/15, R-2AW/15, R-3AW/16. R-LBW/15, R-201110/15. R-39W/16.
<br />-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14, 15 &16)_---
<br />1/4' MAX. GAP
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<br />(VALID ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5)
<br />MAX A.S.O.
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<br />4 (BOTTOM)
<br />I:
<br />-13'--
<br />6 In•
<br />-
<br />q•
<br />-
<br />-9'
<br />_r
<br />-
<br />5 1/2•
<br />-
<br />Y
<br />-
<br />(60"00)
<br />Iv
<br />it'
<br />13'
<br />13'r13'
<br />13'
<br />13'
<br />'r
<br />_
<br />13'
<br />_-
<br />T2•
<br />tY
<br />lo•
<br />5 (T0W)
<br />a 1/2'
<br />13•
<br />_I
<br />13•
<br />tr-
<br />13'
<br />9•
<br />to'
<br />7 I/2'
<br />13•
<br />6•
<br />5 (TW)
<br />13•
<br />11'
<br />13'_
<br />tT
<br />Ir
<br />13"
<br />13•
<br />,r
<br />12.
<br />Ir
<br />10'
<br />5 CWrW
<br />Ir
<br />r _
<br />S'
<br />Ir
<br />Ir
<br />9 1/Y
<br />13"
<br />9 1 2'
<br />,0 1n'
<br />7 1/2"
<br />Ir
<br />6•
<br />6 (BOTTOM)
<br />13•
<br />11•
<br />IY
<br />1r
<br />13•
<br />13•
<br />1!•
<br />13•
<br />12'
<br />13•
<br />1a•
<br />6 (TOP)
<br />,3•
<br />5'
<br />13•
<br />to In
<br />13•
<br />6 ln•
<br />,J•
<br />8 In'
<br />7 1/Y
<br />5 1/Y
<br />IS'
<br />1 1/Y
<br />6 (TOP)
<br />-
<br />_
<br />6 t/4•
<br />6 1/4•
<br />6 1/{•
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 I/i
<br />6 (DIRT!•)
<br />-
<br />-
<br />6 Ile
<br />6 t//•
<br />6 Ile
<br />6 1/r
<br />6 1/4'
<br />6 1/4'
<br />-
<br />-
<br />6 Ile
<br />6 t/i
<br />6 loan.»)
<br />13'
<br />7 1/2•
<br />13'
<br />13•
<br />Ir
<br />10•
<br />13'
<br />to*
<br />it'
<br />6•
<br />13•
<br />1 (TOP)
<br />>5'-r
<br />TO
<br />5'-T
<br />Ir
<br />5•
<br />13'
<br />10 ,/Y
<br />13'
<br />6 1/2•
<br />13'
<br />6 1/Y
<br />7 1/2'
<br />5 in'
<br />Ir
<br />>5'-Y
<br />TO
<br />13•
<br />7 tn•
<br />13'
<br />13'
<br />13'
<br />0 1/2'
<br />13•
<br />10 I/2
<br />11 In•
<br />8•
<br />13'1
<br />(BOTTOM)
<br />I]•
<br />1 1/2'
<br />Ir
<br />13•
<br />Ir
<br />9•
<br />13.
<br />9•
<br />to'
<br />7 1/2'
<br />lr
<br />6•
<br />1 (BOTION)
<br />13'
<br />7 ln'
<br />13'
<br />I
<br />is-
<br />10,
<br />T3•
<br />to'
<br />11'
<br />8'
<br />13'
<br />2 (TOP)
<br />13•
<br />5'
<br />13-
<br />10 1/2
<br />13'
<br />6 1/2"
<br />t3'
<br />6 1/2'
<br />7 1/2'
<br />5 1/2'
<br />13•
<br />4 1/2'
<br />2 (TOP)
<br />Ir
<br />7 1/2"
<br />13,
<br />1r
<br />13•
<br />10 1/2
<br />13'
<br />10 In
<br />11 In'
<br />8•
<br />13'2
<br />F3'
<br />(BOTTOM)
<br />13'
<br />r
<br />13'
<br />13'
<br />13'
<br />9_In•
<br />--13'
<br />9 1/2'
<br />10 1/2"
<br />7 1/Y
<br />13-
<br />6 1/2'
<br />2 (BOTTOM)
<br />13-
<br />7 1/2•
<br />13•
<br />tT
<br />13'
<br />10 1/2•
<br />13'
<br />10 1/2
<br />1, 1/2•
<br />8'
<br />13'3
<br />(TOP)
<br />13'
<br />7•
<br />---
<br />13.
<br />13.
<br />13'
<br />9 1/2•
<br />IY
<br />9 ln•
<br />0 1/2
<br />7 1/2'
<br />13'
<br />6•
<br />3 (TOP)
<br />12 1/2
<br />12 1/2
<br />6 ,/4'
<br />6 1/4'
<br />12 1/2"
<br />6 1/i
<br />-
<br />-
<br />6 1/1'
<br />3 (sorroM)
<br />-
<br />-
<br />2 1/2.12
<br />t/2.
<br />6 1/1'
<br />6 1/1'
<br />t2 1/2
<br />6 1/4•
<br />-
<br />-
<br />6 ,/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />7 1/2.
<br />3 1/2'
<br />B'
<br />6'
<br />1 1/2•
<br />4•
<br />/•
<br />4 1/2•
<br />5•
<br />3 1/2'
<br />7'•
<br />OOP)
<br />7-
<br />3'
<br />e'
<br />5 1/2'
<br />7"
<br />3 1/2'
<br />a'
<br />L'
<br />4 1/2'
<br />3•
<br />6 1/2'
<br />2 1/2'
<br />4 COP)
<br />6 1/2'
<br />-
<br />4•
<br />-
<br />6•
<br />-
<br />5 1/2•
<br />-
<br />r
<br />-
<br />4 (9017041)
<br />13'
<br />17 1/z'
<br />q'
<br />13•
<br />13'
<br />10 1/2
<br />IJ'
<br />,0 ,/I
<br />/ to
<br />e'
<br />1]'
<br />Y
<br />s (TOP)
<br />,3•
<br />6 ,n'
<br />13•
<br />13•
<br />IY
<br />9'
<br />lJ'
<br />9'
<br />ID'
<br />7 1/2-
<br />13-
<br />6"
<br />5 (TOP)
<br />1J'
<br />7 ,/1'I
<br />3'
<br />1J•
<br />13'
<br />10 1/2
<br />13•
<br />t0
<br />13'
<br />7'
<br />IY
<br />13'
<br />13-
<br />9 In'
<br />13'
<br />9 1/2'
<br />10 1/2'
<br />7 1/2'
<br />13-
<br />6'
<br />S (BOTTOM)
<br />73'
<br />7 112'
<br />13"
<br />13•
<br />t3'
<br />10 1/2
<br />13'
<br />TO t/2
<br />, I/2
<br />e'
<br />17'
<br />r
<br />B (TOP)
<br />tr
<br />5'
<br />t3'
<br />13'
<br />4 in'
<br />I]'
<br />6 1/2'
<br />7 tn'
<br />S 1/2'
<br />17'
<br />4 ,/x'
<br />6 (ttp)
<br />6 114"
<br />4 1/4'
<br />6 1/s•
<br />6 1/4'
<br />6 1/1'
<br />6 ,/i
<br />6 (DON-)
<br />-
<br />-
<br />4 1/4"
<br />6 1/4'
<br />6 1/4'
<br />a 1/4•
<br />-
<br />-
<br />-
<br />-
<br />6 1/i
<br />6 1/4'
<br />6 (BON!-)
<br />SEE DEFT I I FOR ANCHORS S TYPE t SPACND MR MIA.LATDH6 INTO WOOD FRAME "DPW
<br />• HNNN ANCHOR VACOM AND 11/MMN [DOE DISTANCE ARE INDICATED ON INS SCH DIIAL FOR E.D.
<br />LESS THAN I ODUED ON SCI4DULL EDLII ANaOII SPACING SY YRLTIPLYIMf. SPACING 900N ON
<br />9CEOU" WY THE FaLLOYIG FACTOTS. MR TM OPERATOR TO E POffiBL, REDUCED SNpS
<br />OBTAINED USMG FACTOR DILL NOT E MESS TIN ADORN SPACNG 00"TED FOR EACH ANCHOR TYPE
<br />ON T S SCIIEDAL
<br />Iles
<br />1/4'.
<br />1/4.
<br />1/4'•-
<br />ANCHOR TYPE
<br />-.
<br />TIODN
<br />-_Ile.
<br />1161-mnmu
<br />PMEI�
<br />_,/4.•_
<br />lARAri•EILM
<br />wM-w
<br />Nessus/ MOM WAGING On)
<br />3
<br />3
<br />1 3
<br />3
<br />2 I/r
<br />2 1/2
<br />AAIK4 ,. (A'3
<br />3
<br />3 L/21
<br />a,
<br />3
<br />3 I/r
<br />3
<br />D6IAK4 B-W aRDEE tm,
<br />3
<br />31/7•
<br />3'Ir
<br />31/2
<br />31/1•
<br />ACIUM. an 6NDIQ
<br />FACTOR
<br />I Lp•
<br />o3s
<br />-
<br />-
<br />_ -
<br />-
<br />-
<br />,/,-
<br />O41
<br />O!0
<br />-..
<br />Q311
<br />..
<br />ab
<br />_ 1 1- -
<br />-
<br />, oD
<br />•• SPACINGS ONLY VA10 WHEN SCALER ISUSED. SEE 1 FOR MAX. AS.O.
<br />DESKR4 LINOS & MAX. PANEL LENGTHS WHEN SPPCFR 19 IS USED.
<br />1/4•0 TAPCON _.._
<br />ANCHOR O 9' O.0
<br />-EX6f41G PWRED
<br />CONCRETE OR
<br />CONCRETE ROCK
<br />/
<br />ENURED.
<br />�
<br />O
<br />1
<br />r
<br />1/2• t {•
<br />E.D.•
<br />u
<br />n (
<br />h
<br />B _
<br />1 1' min.
<br />IE-SEPARATD
<br />u TO CLASS..
<br />11
<br />JULL L a
<br />AS.D. DE9pN (DAD
<br />11011)" PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> 50 PSF TO 60 PSF
<br />5'-10•
<br />A MAX. PANEL LENGTHS ARE OMY VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK p(SSTTWGRUCTURES pq
<br />1/ANCHOR O 9" D.C. _CONCH OR ANCHOR 0 9 O.C. ,-_ COMCRETE�ORRED 1/4-0 ANCHOR O i' U.C. - �ONCPE7E OAR m
<br />f CONCRETE BLOCK CONCRETE BLOCK '. CONCRETE BLOCK
<br />SOURED. REWIRED. _ REQUIRED.
<br />Ile ) // : 1n' I1/4" / 1/2' 1/4'
<br />MAC
<br />ED.• j I ED• �/ I E.D- j/ 1
<br />/ r i
<br />l'J B I . , • L6r,- I
<br />tar R-SEPAPAtF
<br />60.tE r CZ(A$I SIB(Llp TO GIAS
<br />It
<br />VD' It rr-0) 1
<br />A
<br />1
<br />1
<br />f 7• MO.. n°
<br />PANEL lE)4GIN -
<br />.T _..• (SEE ELLVATKNI p
<br />1 ON SHEET 12)
<br />I y
<br />1
<br />I e
<br />I
<br />L/2
<br />AT x
<br />AT u
<br />I
<br />I
<br />1
<br />l' MAX.
<br />. 6' PANEL LENGTH
<br />1 (SEE ELEVATION
<br />I I ON SHEET 12)
<br />i
<br />1 -O
<br />oc
<br />3/4 / _I 1 // - ._... L_ -
<br />1 L•,
<br />// �
<br />1/A'A RACOON �_1/1'• TAPCON
<br />-- ANCHOR a 9' DC. ANCHOR O 9' O.C.
<br />EXIST64G POURED CONCRETE OR EX604G POURED CONCRETE OR
<br />-CONCRETE ROCK REQUIRED. CONCRETE BLOCK REQUIRED.
<br />�N R-1A SECTION R-iB
<br />O REGULAR PANELS O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />SGLLE 3/8-1-
<br />SEE SAEM 15 a ISFDAADNORS
<br />AIOIBI T29E
<br />__t/'•I
<br />TYPE t SPACING FOR INSTAIAT1016 INTO
<br />TAI'AIN
<br />-ft. n1DMOR •Mole OK)
<br />3
<br />OOD WFWME BADUa6
<br />MNADM ANCHOR SPACINGS AND WNWY
<br />•Ntl•. I,PW cs, (A.)
<br />--N j �� -4e 5 J
<br />3
<br />EDGE DISTANCE ARE 04DCAIM ON MS
<br />SCHEDULE role CO. LESS THAN HOOTED
<br />ON SCHOXXX REDUCE ANCHOR SPACING
<br />3
<br />By 14AtIPLY4G SPACING SHIOIIII OI
<br />SCEDIAE BY THE FOLLOWING FACTORS,
<br />AMR S ONIIIQ RW
<br />FAOIDII
<br />ION THIS OPERATION TO E POSE.
<br />REDUCED SPACM OBTAWD US94FACIOR,
<br />SHALL NOT E LESS THAN
<br />._.. ,/,.
<br />- -
<br />MA,
<br />ANCHOR SPACING RDG1Eb FOR EACH
<br />mommu C
<br />,•
<br />DJa
<br />ANCHOR TYPE O/ HMI SCN[0+4Y
<br />_.__. _.-__-]'/1•... _.. _..--
<br />- --_
<br />R I
<br />I
<br />4GLASS�H T'
<br />n I
<br />II
<br />n
<br />i
<br />P
<br />II I
<br />Np
<br />IE'-SEPARATION - I
<br />x to cLAss I
<br />R I
<br />i
<br />/ 1
<br />f -1
<br />Coat K-C tl
<br />p
<br />'L• MAX. Y
<br />PANEL LU40H R
<br />(SEE ELEVATION e
<br />ON SHEET 12) R
<br />1111
<br />O L/2
<br />O
<br />t/11-6Y,'
<br />-SS qR rAf6
<br />d G G.OWr
<br />1
<br />l• MAX.
<br />6' PANEL LENGTH
<br />ON SHEET ELEVATION12))
<br />i
<br />1
<br />O
<br />6'
<br />E.D.• �• 1 E.D.•
<br />I1 EDN EO'i I a3/1 1
<br />ED, / •, �l w Xo Y.R
<br />earn r / . A0.1s r
<br />• ,2 I a.c � • u +n o.c.
<br />. 1/4•0 TAPCON _ 1/4•0 TAPCON
<br />ANCHOR a 9' D.C. - ANCHOR O P' D.C.
<br />EXISTING POURED CONCRETE OR _EXISTING POURED CONCRETE OR
<br />W ...CONCRETE BLOCK fERED. - -CONCRETE LOG( REQUIREDAgOO.
<br />2A SE
<br />O REGULAR PANELS O Uff-Gi FEtY� P iri-
<br />WALL MOUNTINGS
<br />'HuuHlry� SCALE 3/5-1-
<br />FLORIDA
<br />INTO WOOD
<br />i
<br />- j •' UIWOOD
<br />O RED HEADER
<br />STRUCTURES
<br />HEADER
<br />REQUIRED
<br />1 4•e RACOON
<br />1(4'• RACOON
<br />HOR O 9. O.C.
<br />ANCHOR O B' O.C.
<br />1/2 I1/4'
<br />MYA1C
<br />1/4-
<br />AWL
<br />2 n _
<br />Mi�I�'
<br />2.
<br />I
<br />I
<br />1
<br />I
<br />I
<br />EX,S11N('l•J1 I 1/4'F-»t•
<br />p ,.I ,/4•r-ear
<br />E �- _ ) ss. 9aT6 r
<br />G1A55 u ,' i 56� Tf ■
<br />11 1 I L aN Ao 7�
<br />II I - _
<br />-- -_ L MAX
<br />(
<br />Ex�C{yy;
<br />A 1
<br />W 1 R 7' MAX.
<br />_. --I-
<br />I ____-. T-- y PANEL LENGTH
<br />II I PANEL LENGTH
<br />II 1 (SEE ELEVATION
<br />ELEVATION
<br />I I (SEE HEVATI
<br />ON SHEET 12)
<br />ON SHEET 12)
<br />It
<br />B T-
<br />I
<br />R-
<br />�---SEPARATION
<br />O
<br />II TO cuss. i
<br />P----sEPARAnoN � -
<br />1
<br />II 0 GLASS. I 6'
<br />1 L/2
<br />i_
<br />H tjI
<br />Co.
<br />.` 0 1 • a ,/t tG
<br />I
<br />EO j • a 1K ac
<br />1
<br />1
<br />I
<br />EDD
<br />L
<br />L . _ )
<br />EO
<br />R'OQQ
<br />2.4"I 1Y000 " 1
<br />PLATE
<br />REQUIRED
<br />_1/4-• PANELMATE PUR
<br />PLATE
<br />REQUIRED
<br />I� 1/4-0 PANELAATE PLUS
<br />ANCHOR O 12 1/2' O.C.
<br />ANCHOR O 12 1n• O.C.
<br />R-3AW
<br />O REGULAR PANELS
<br />WALL MOUNTINGS
<br />�rcP A• 7f([/l
<br />-
<br />PANEL
<br />SCALE 3/e-t.
<br />••••••••• ✓,9
<br />3:' JC�t ' •: L3
<br />44167 ?=
<br />FLORIDA BUILDING CODE Non High Velocity Hu one Zone
<br />CLONES
<br />,
<br />* ;
<br />rA.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX, AS.D.
<br />STATE OF
<br />24 GAGE GALVANIZED SIM STORM PANEL
<br />DESIGN PRESSURE RATINGS (p.s.f) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 12.
<br />"O'• fC
<br />F O ..
<br />-
<br />.. - " E C O LNG GLOBAL PROTECTION PRODUCTS. I.I.C.
<br />'
<br />Dac
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />1i� S/ONAI �N / ✓-ti>2L7
<br />TILLY jm `Y1mRt Wt "AWL Ra 33351i1.
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />NAHa.uu1.I•L r'
<br />Nl
<br />H.N. tra -+Me (m m-Hn note (W)ON-7646, FAX: (66 Hmw_w7A7
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />"L w
<br />oArssG Ns
<br />PAWAL/RSNATVRE/tIR
<br />m
<br />WA'"•"H..
<br />KOLAeQT
<br />Nt 7
<br />ICE O ,1
<br />•a-+
<br />..0
<br />c%i
<br />Cu
<br />W
<br />U
<br />Q
<br />CL
<br />C
<br />O
<br />.�
<br />C
<br />Ri
<br />-0
<br />a-
<br />N
<br />♦V
<br />U
<br />Q
<br />-0
<br />•L
<br />2
<br />0
<br />O
<br />V
<br />LL
<br />`�
<br />U
<br />.�
<br />•
<br />a
<br />O
<br />O
<br />1..-
<br />/��
<br />C>a�, rL
<br />N
<br />i
<br />o
<br />N
<br />O�
<br />0
<br />M
<br />zr
<br />m X
<br />f V
<br />LL a
<br />-PN
<br />v
<br />O
<br />V M
<br />C
<br />O N
<br />� Y`
<br />W
<br />C
<br />T
<br />0) Q
<br />1_
<br />Q 0
<br />cu
<br />L
<br />(D -^0`
<br /><
<br />i W
<br />> N
<br />Q -a
<br />l M En
<br />0 0
<br />0�
<br />> > L L
<br />LW
<br />}.r
<br />L
<br />W
<br />(3)
<br />cc-)
<br />cu
<br />U)
<br />CDL
<br />CL
<br />(D
<br />=3
<br />_0
<br />UC)
<br />W
<br />SHEET NO.
<br />SH 1.4
<br />
|