|
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<br />END S EITAILS, FOR INSTALLAT-19N IN
<br />CONCRETE BLOCKDOR WOOD SIR Cl� TU(�U: YALED�FOR REGULAR LIFE
<br />SAFETY & E-Z HANG STORM PANELt;SYSTEMS
<br />-_ . -if )
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<br />1 0 i OR _ CONCRETE
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<br />(. T M$TAl. AU1M CENT PLATE BLOCK OR 21A' tAI3D Ft+A#£
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<br />If L^' OC 3145-N,r OR 6083-TE M10'r
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<br />SCALE 1/4-<I_ SCALE 1/4'-i' SCALE 1/4--l- SCALE 1/4'=1"
<br />` ._-. _ -. -. t $',A,'$-SEi &$ CALK -IN
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<br />(MINT PAN0. - CONCRETE [6..00K 0R' vARIES� \\t j� 1 rl,. FRAME04 rREQUIRED AS AP XASX N6 _ rCSUsf+'DULE t#i 9
<br />OVERLAP BE'fONO - 2`zA' N'OD,i FTAAME 5" {py„ Gr.
<br />OPENING WcbTH POURED CONCRETE; CONCRETE REDUTIRED I`
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<br />REQUIRED i �. "� .. q V,.,,+...
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<br />.1 ,, j_.
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<br />.•
<br />CERTIFIED PANEL )NSTALIATION AT WALLS WJ
<br />'•
<br />SURFACE LEVEL VARIATIONS WITHIN 3/4"
<br />No. aa7I;7
<br />_=
<br />3 I * : * > FLORIDA BUILDING CODE Non High Velocity Hu icons Zone
<br />SEE (PLAN) SASE F {PLAN) _ �T 5 F .- _ c2Dia EW LNG. FP.
<br />24 GAGE GALVANIZED STEEL STORM RAVEL
<br />.
<br />DAA_ s".
<br />SCALE 1/4'-I' SCALE 1/4--i. ',, G'.j. �LOR117l'` 4r 3r
<br />,Se/I f"I ( (� lac �'i,l GLOBAL PROTECTION PRODUCTS, LLC. a/2IIKM� P
<br />••rrlF'1
<br />I 4 x •'T - RLU TEST7M0 a pA41 r.4RIN0 (7aMPANT 46a 63Y, 5t STRIUM
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<br />. MP. 4L. e" _: a:1 sPa r.. R au.: 20-175
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<br />Pa . -C1W1 m,-LAM .re, ,. AMkt M1..+bT PFv#1E (aS4}g60-T3+6, FAO- (RSt)eES-E7a7
<br />" ' Mwr6 DRAW,NB ND:.
<br />L_______.
<br />i_9 N,�ptia TIME. Aw
<br />RE SA,1SiIN0VMC1I U CA-aun 1 x
<br />wALtFA A 15„Ut 6e, PZ. 0A sx-±a'x SNKCt 8 -' ib
<br />L-1 1 A
<br />-
<br />--- -
<br />MAXIMUM A.S.D. DESIGN P-RESURE RAIING (12.s.f.) AND CORRUP00INQ MAXIMUM ANCHQR SPAQN9
<br />TE
<br />(VAUD ONLY FOR PANEL 0INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MYAS D.
<br />OWN ON 5iES B & 7
<br />KN)tM1MA40NOR5 SPACING FOR E.D. AS SH
<br />-
<br />APP Ge
<br />AM M
<br />DESIGN
<br />PANEL
<br />TAPCON
<br />LAG SCREW
<br />PANEIJMTE
<br />WOOD BLtSAVNG
<br />PRIS SUCRE
<br />ALTERNA }$
<br />ANY
<br />CON&NATION
<br />l�
<br />(P.r.i.)
<br />FEMALE tD
<br />FEMALE ID
<br />PLUS
<br />DF THEM
<br />(n')
<br />13,
<br />13"
<br />SS-
<br />13"
<br />it
<br />iW (TOP)
<br />13'
<br />i-
<br />tb' ___
<br />_._ 13'
<br />'r
<br />_ 13'
<br />'iW (BOTTOM)
<br />6 1 2`
<br />I
<br />6 1 z°
<br />/
<br />1
<br />fi z
<br />6 1 - _.
<br />6
<br />W OP )
<br />TOR"
<br />- 6 ,/a
<br />__
<br />12 t/?"J
<br />1
<br />6 Ja
<br />(BorT.•)
<br />_
<br />6
<br />_
<br />B"
<br />___
<br />6`
<br />__ _
<br />@ _
<br />_-
<br />_ _ __-
<br />(T_(L°)
<br />LESS
<br />...� __
<br />,�_
<br />sw Bar oM
<br />( )
<br />_ ..._
<br />B
<br />- _..
<br />e
<br />._.
<br />e'
<br />_.- _
<br />8
<br />i -
<br />3
<br />13
<br />13
<br />t]
<br />13
<br />W 9P
<br />(f )
<br />443 -45
<br />- �_
<br />43
<br />i..'
<br />- _
<br />3
<br />-
<br />3
<br />-__
<br />3
<br />_
<br />4W (MOTOR)
<br />(BO )
<br />Er
<br />I.F55
<br />3
<br />t 3"
<br />•
<br />J
<br />a r f2
<br />w (TOT')
<br />_
<br />13
<br />73"
<br />15'
<br />)3
<br />E
<br />_
<br />(fALRIM.i
<br />, _
<br />_. $ f. 2
<br />/
<br />1/
<br />6 3
<br />J
<br />6 1 2
<br />/
<br />_13
<br />_ 5 1 2 _-
<br />J
<br />_ 6 i 2"
<br />/
<br />W
<br />1;;
<br />��
<br />a _
<br />�5
<br />_
<br />,�' .
<br />a 2
<br />J
<br />a
<br />f
<br />6 1 2 _
<br />_..__,_..-..
<br />( )
<br />T-
<br />�.._.
<br />it,_+.
<br />..,_.4 T/2"
<br />+ 1j3..-
<br />. _._
<br />_..—._
<br />F
<br />�.
<br />3W (BOTTOM)
<br />f2
<br />f
<br />_..__?-__.._.
<br />(TOP)
<br />_
<br />_ _
<br />_ _
<br />._.,
<br />b t -2
<br />AIN BOTTOM
<br />• SEE TAKE #1 FOR MAX. A.S.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 15 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET S
<br />MAk. A5.7MUM 0.
<br />DESIGN
<br />P RATING E
<br />(Pa.K)
<br />-
<br />AAA7RM UM ANCHORS SPACING FOR E.D, A5 SHOWN ON S7##ELTS @ &
<br />7To
<br />APPLICABLE
<br />AL/IER@t
<br />C 1,WI
<br />OF �NEEU
<br />#TAT
<br />PANEL.
<br />LENGTH
<br />(11.)
<br />TAPPCON
<br />FAG SCREW
<br />PANELMATE
<br />FEMALE ID
<br />PANE."TIF
<br />PLUS
<br />WOOD BUSHING
<br />13'
<br />iF'
<br />13'
<br />13"
<br />13.iN
<br />(TOP)
<br />iJ'
<br />--_ 13' -
<br />___ t}, _
<br />-- i3. �
<br />@.-
<br />,W (lxlrtal)
<br />2
<br />B 'IV
<br />I
<br />6 1 2'
<br />/
<br />5 1 '
<br />/ 2
<br />b l 2'
<br />J
<br />B 1 2"
<br />/
<br />W OF )
<br />_. -
<br />7"
<br />..__.__
<br />'-6 i/4`
<br />12 1/2'
<br />@T
<br />_
<br />6 1/4'
<br />_
<br />(BOLT.•)
<br />5'-0'
<br />LESS
<br />7 , Z /
<br />B
<br />OP
<br />(TOP)
<br />_ _ 7 7 2"
<br />i 3
<br />_ _ _
<br />13,
<br />..
<br />-,-----,-----
<br />3_
<br />3W
<br />(T
<br />13,
<br />i "
<br />J
<br />> -4S
<br />+^4S.
<br />To
<br />+73. -75
<br />-
<br />, 3
<br />_
<br />-- -
<br />t 3
<br />---- -
<br />iJ'
<br />--
<br />1 3
<br />--
<br />13
<br />4W CN
<br />@OTT
<br />t )
<br />13"
<br />3
<br />3
<br />3
<br />SO"
<br />W TOP
<br />( )
<br />_
<br />_ __
<br />i u
<br />b 4'
<br />_ _
<br />1W (BOTTOM)
<br />BO
<br />_
<br />5 2'
<br />1
<br />fi i 2'
<br />/t2�
<br />@ 1/2'
<br />5 1 "
<br />B S 2"
<br />f
<br />LW CP
<br />P )
<br />---"
<br />�
<br />.._.
<br />--
<br />6 I __
<br />_7
<br />1 -
<br />12 3
<br />....
<br />1--.,
<br />_#
<br />f
<br />5 1 4"IL
<br />+ 2
<br />5°
<br />s'
<br />5 t/i8a`a
<br />/ 2"
<br />7 , 2
<br />f/
<br />I
<br />.�13, -_._.
<br />�.._3* _. __._
<br />,3'
<br />/3"
<br />SO"
<br />' SEE TABLE #1 FOR MAX. A,&O, DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />USED. CDRRESPONDING ONLY TO ALTERNATE 2W ON SHEET fi
<br />TABLE-li.A
<br />A.S.D. DESIGN LOAD
<br />lAAX MLIM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-6"
<br />> 40 PSF TO 50 PSF
<br />6•-2"
<br />> 50 PSF TO 60 PSF
<br />W-10,
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ 9 GGdTT,YEiy,'j.1/2` D.C.
<br />(VALID ONLY FOR PANEL'eJ1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX- AS.D.
<br />DESIGN
<br />PRESSURE.
<br />RATING
<br />(D.w.f.)
<br />MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BELOW
<br />ro aaGABtE
<br />& 1.
<br />NA7MMUN
<br />PANG.
<br />LENGTH
<br />L`
<br />(N.)
<br />MAX. A.S,D-
<br />EEStGN
<br />PRESSURE
<br />RAYING
<br />(P.S.F)
<br />MA70KABI ANCHSIRS. SPACING FOR MIN E0, PER SCHEDULE BELOWAPPLICABLE
<br />TO Swtm
<br />& AhY
<br />T*N
<br />OF THEM
<br />MAMNUM
<br />PANEL
<br />LENGTH
<br />7'
<br />R.}
<br />YAPCON
<br />SOLID -SET
<br />PANELMATE
<br />- FEMALE 10
<br />PANE'6MATE
<br />PLUS
<br />INMC-NNLiN
<br />CALK -IN
<br />TAPCON
<br />SOUP -SET
<br />PAIELMATE....
<br />FEMALE 0
<br />PANEi.MATE
<br />P�
<br />7JAIAS-NNLIN
<br />CAL( -IN
<br />A
<br />W
<br />m
<br />4'{e1a7F
<br />CO
<br />W
<br />fL,M1iEtE
<br />W T
<br />ICORCtiEJE
<br />TO
<br />WALERETE�
<br />CDm:REn
<br />OLDCK
<br />m
<br />COI/HfYJ)W1
<br />m
<br />Q'dCREiErj
<br />m
<br />N.
<br />tO
<br />W
<br />NNCEIE
<br />I W
<br />m
<br />W4mm
<br />TO
<br />1
<br />Ill
<br />13'
<br />i3`
<br />13'
<br />,3'x
<br />t3`
<br />73' 13'
<br />1]"
<br />i3"
<br />,3'
<br />13"
<br />? mp)
<br />5'-e`
<br />ES
<br />LESS
<br />13"-!
<br />13�
<br />13-
<br />Y3"
<br />13`
<br />tr
<br />13"
<br />Ir
<br />13'
<br />13'
<br />1f2
<br />t (ice)
<br />w-@.
<br />OR
<br />,3"_
<br />73'
<br />13`
<br />TJ'
<br />13
<br />t3
<br />?J'
<br />TJ`
<br />_t3"--t{_
<br />t3"
<br />i3' "{
<br />t
<br />13'
<br />tl--i S'
<br />13'
<br />iS'
<br />_1J'
<br />13"
<br />13'
<br />13"
<br />13`
<br />w
<br />93'_
<br />i3'
<br />93
<br />Y3` 13`
<br />^t3"� �13'_-
<br />13' t3'_
<br />S iJ'
<br />13,
<br />134
<br />i "Y.
<br />9-3
<br />13
<br />13"
<br />13'
<br />1-`.__._
<br />I 13"
<br />13,
<br />-13y„_f
<br />_ 13
<br />t3"
<br />E- i3'
<br />-13"
<br />i 13°
<br />Y3'
<br />1 (BOTTOM)
<br />2 ( )
<br />-2 (90T1t7Mj
<br />3 (TOP)
<br />13•
<br />' 13•
<br />t3.
<br />33'
<br />i3'
<br />13'
<br />t7`
<br />13'
<br />17"
<br />13-
<br />A 1/2
<br />1 (IiDtT{RA)
<br />13`
<br />13"
<br />13'
<br />iS
<br />,3'
<br />13'
<br />73"
<br />1J"
<br />IJ'
<br />17'^Y7
<br />7J?'
<br />2 (4 )
<br />13'
<br />13"
<br />1J'
<br />13"
<br />13"
<br />i3"
<br />ip,`
<br />f3'
<br />73'
<br />i i3'
<br />t3'
<br />13"
<br />13'
<br />13•
<br />17"
<br />13"
<br />I 13'
<br />7-
<br />13"
<br />i3'
<br />is-
<br />?i IJ?"
<br />ti- 1/2
<br />_
<br />? (84gFiOtij
<br />a {IOPj
<br />5
<br />B
<br />12 1f2`,2
<br />8' ._
<br />i/2.6
<br />1.
<br />tJd
<br />_.r
<br />B tJ#"
<br />8'__
<br />1/2' -12
<br />i2 ill r2 ]J2
<br />1. e,
<br />@
<br />8" -
<br />t 4"
<br />a -J
<br />,.,., a'
<br />+"
<br />B j,
<br />7 1/2"
<br />3 (BTdROM)
<br />4"(TOM)
<br />_-..a.,
<br />6' ....5
<br />1/21
<br />,2 1
<br />p J2
<br />8
<br />614"
<br />J
<br />a'
<br />1 ""
<br />6 4
<br />J
<br />$ 1 f2"
<br />2 T ^
<br />/2.
<br />a
<br />2Y 2
<br />j.
<br />7 i f2"
<br />8
<br />-
<br />(`
<br />67 f 4"
<br />a
<br />6 t 4'
<br />/
<br />!
<br />3 (aLYL�TTG)
<br />4 I
<br />t43.45
<br />"-IRS
<br />6 ._
<br />----
<br />13`
<br />iJ
<br />13" _�.:13•_
<br />_
<br />--
<br />T3"
<br />i3
<br />I _
<br />r �:
<br />__�
<br />13'
<br />t3
<br />_t3'
<br />61/4"
<br />13"
<br />13
<br />13`
<br />6. 1/4'
<br />®. '
<br />_-.._
<br />,3'
<br />13
<br />--{r
<br />-µi3
<br />6 i/4'61J4"
<br />._...__.
<br />Ti'7
<br />13
<br />I.-. tA:
<br />a..... ...
<br />ttt -.
<br />iJ" 13"
<br />i -
<br />13 13`
<br />13 .1- -
<br />- .•
<br />6",._.
<br />13'
<br />t
<br />-3
<br />13"
<br />-
<br />___
<br />i3`
<br />.5
<br />t3
<br />^..
<br />@.
<br />___.,_
<br />t3" .-
<br />.3
<br />53"
<br />61/4"
<br />93.
<br />13
<br />i3_"
<br />6 Ij+
<br />4 (BOTIOM)
<br />_
<br />5 (1GP).-.
<br />@ _
<br />tBO. M)
<br />6 (TOP}
<br />8 AOTr<"')'
<br />#.pbr0-+5
<br />-65, _86
<br />B'w
<br />.._.
<br />13`
<br />tJ
<br />'IF-1—t3'
<br />-
<br />_
<br />__
<br />73`
<br />tJ
<br />_�_.
<br />'_.,.
<br />__
<br />13'
<br />t3 �
<br />1 /
<br />6 1J#'
<br />_
<br />13"
<br />1J
<br />11
<br />G XJ+"
<br />.wS.
<br />_
<br />73"`
<br />T,3
<br />t3"
<br />8 1✓+.fi
<br />la
<br />53-
<br />i /
<br />tfi"'
<br />B,
<br />a3" :
<br />I3 .
<br />-
<br />_
<br />t3'
<br />t3
<br />93
<br />_
<br />_
<br />®
<br />. ...
<br />L3"
<br />13
<br />13 1
<br />_
<br />-
<br />_.__
<br />93"
<br />t3
<br />1J"
<br />` -.
<br />....y..
<br />g _.._.
<br />13"
<br />,3
<br />13'
<br />6 9J4'.6
<br />_
<br />W
<br />it lJ
<br />71 2
<br />J
<br />t t
<br />31 ,%R
<br />tf+"
<br />+ (SOFFOM).
<br />@ (TOM)...
<br />5 84TTOiA
<br />(.. )
<br />`
<br />Bit }
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<br />13`
<br />10 1/3
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<br />7'
<br />i3- 1 7-
<br />7 1/2
<br />,5 5 1/2
<br />13,
<br />4 i/2"
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<br />13`
<br />i $'
<br />Ir
<br />73`
<br />is,
<br />B 1f2'
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<br />9 1/2,
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<br />93'
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<br />11'
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<br />13"
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<br />9 l
<br />9 1/2"
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<br />6 ,J2'
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<br />i2"
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<br />13"
<br />7 1/2'
<br />13'_
<br />13'
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<br />13'
<br />7"
<br />13-
<br />7 13-
<br />t3-
<br />I}-9 1/2
<br />13 4 9 1/2
<br />10 1/2
<br />7 1/2
<br />•3'
<br />I6 ij2
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<br />13'
<br />( 7'
<br />13'-I
<br />13'
<br />,3'
<br />t 9 tJ2
<br />13' ? B 1/2
<br />10 ij2.
<br />7 1/2
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<br />6 t/2'
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<br />17 11r
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<br />8'
<br />,3"
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<br />TO
<br />9""
<br />T'
<br />5'
<br />i3"
<br />3 3'
<br />I 7'
<br />!2 1/2
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<br />,2 /2
<br />f8 1/2"
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<br />8 IJ1/+'16
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<br />8•
<br />13'
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<br />3 f/2"
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<br />9 112
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<br />i3"
<br />13'
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<br />6 (iT'9}
<br />5 (ecYTOMjt3'
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<br />6 (TOP)
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<br />Sm sNm 11 :OR ANCHORS TYPE & SPACLND FOR MM14ATNNr3 INTO WOOD WOW OWLLVr M
<br />0 "'IMUM ANPW SPAC M AND IANMVM EDGE WAKE ARE THOTATED ON " 9C11EDULG FOR E.D
<br />LE*uS THAN MIDUED DN SCHEDULE REDUCE ANCHOR SPACING Of Mw.TMOMM SPACWC SHOWN DN
<br />SCHEDULE M THE FOLI.OWIIG FACTORS TOR A46 OPERATION TO BE P05SIS(.C. REDUCED SW MD
<br />MAIMED USN' FACTOR SNW NOT BE LESS IYAN .H WM SPACM 1A9yWO FOR EACH ANCHOR TYPE.
<br />ON THIS MIEDUUE
<br />ye.
<br />TOOT
<br />1/44
<br />4/4*.ij4'r
<br />-11
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<br />-F
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<br />3
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<br />3
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<br />2 ,/T
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<br />,u,TDawrim6E (M.)
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<br />a 'Ir-
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<br />, W
<br />-
<br />,-wI
<br />?aa
<br />'" SPACINGS ONLY VAJD WHEN SPACER @ IS USED. SEE T,f18LE 11 FOR MAX. &S.D.
<br />DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ipS USED..
<br />0
<br />AS:D. WSIGN LOAD MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS e'-B"
<br />> 40 PSF TO 50 PSF 6'-2`
<br />> 50 PSF TO 60 PSF 5'-IO"
<br />A MAX. PANEL LENGTHS ARE Dh VALID FOR INSTALLATIONS
<br />W/ SOLD SET ANCHORS & W/ SPACER AT 12 1/2' O.C.
<br />- ... -. _ .- - -- ..... _._ ...ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 13 &I 6)__
<br />3" VAX R-1A/13. R-2A/13. R-3A/14, R-10/13. R-28/13, R-38/14,
<br />.M", �. . I' EON., R-LAW/1S, R-2AW/15, R-3AW/16, R-18W/15. R-2MW/15. R-30W 16.
<br />4).1(i) - -- _ _. _ _ __ __ . ._.. - ___ ____----- - -
<br />0 0 0 0 0 0 L')
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<br />I-----"-- _ _I
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<br />.lL.
<br />i j" (USE FOR PANEL LENGTH "� . _ I� MAX-
<br />I I!d OVER 7'-6E") I PANEL LENGTH
<br />' ': `RECUtAR STORM PANEL 7 ____ REGULAR
<br />t_ __________
<br />UFE SAFETY STORM PANEL = _ .. 1 7'-a• O +SD.O. -54D p...f.
<br />I _ OVERLAP MR) PANE. LENGTH BOLT'
<br />(W/O
<br />_ I
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<br />T A 1.15E 2'-W MIN. PANID LENGTH
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<br />_ _ _ _ _ i._ _ _ _ _ _ _ _ __
<br />I(3 Ai01C,liES AT 5T7JEf
<br />r I LOCADON O LIFE SAFETY !i + !
<br />I 11 (;, :, : i PANEL BOTTOM CORNERS . P`-` 0 T ,. I
<br />i,
<br />D.IYL,. i—___� LL_
<br />- _ x..OVERLAP- ;_OERLAP.-'
<br />OT~ -�-
<br />WLNG N� A7 EXTERIOR _ _ RING NUT AT
<br />""--may LEFT{ PANE[ . � RIGHT PANEL 3' MAX. '1' INSTALLATIONS ONLY VALID FOR WIND
<br />,' MIN. R-TA/13, R^2A/13. R-SA/14. �R-IRW/15,
<br />R-16/13. R 28/13, R-38/14. I' MBE': SPEED UP TO 170 m.P.n.
<br />R--TAW/15. R-2AW/15r R-3AW/16. R-281i R-38W/16.
<br />'.T. .... -... __..__. . _ __..-AWHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 44. 15 21,76).. -.._..-.-._.__ _ ._ _.-_.__
<br />-1/4- MAX. C.AP
<br />ANEL) ELEVATION (t)
<br />` SCALE ,Ja 111
<br />REGULAR 2 6a7 { ] 1 REGULAR11
<br />,.
<br />..., 1, STORM PANEL (� 01 1 ' VALJ._T'Y) t'1
<br />.•' _ Awn 4 PANEL -
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<br />"(,`, !L"`
<br />ifi pglDp k r
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<br />24 CAGE GALYANZED STEEi STORM PANEL
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<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />SECTION A -A
<br />.ems S. 51 SAFE
<br />Tamar. R, to 2D5.w OPN'"Y
<br />om14^:,-`isa Ter , pal ,l,_,A„
<br />20-175
<br />SCALE 1 4"=I`
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<br />P.E. SFAL,l4 TURE/DAIE
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<br />HS-TALL,4T19N DETAILS
<br />FOR LIFE SAFETY
<br />PANEL t
<br />IN10
<br />P�.t' U,�2E;�G:�N�f3�IE
<br />OR CONCR��OG�•�ZRUCTURE$
<br />1/4"r TAPCCN
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<br />.. ,EXISTING POURED
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<br />POURED
<br />1/4`r TAPCON
<br />E1DSnNG POURED
<br />ANCHOR a 9 O.C.
<br />�LOt+CRE3E OR ANCHOR O 9' D C
<br />CONCRETE OR
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<br />BOCK
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<br />CONCRETE BLOCK
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<br />ELEVATION
<br />t ( SEE E1LY
<br />Sri - i
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<br />1 SEE ELEVATION
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<br />` ON €� 1
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<br />ANCHOR 0 9' O,C.
<br />ANCHOR O 9' OC.
<br />ANCHOR O 9' D.C.
<br />ANCHOR O 9' O.C.
<br />EXISTING POURED CONCRETE OR
<br />; POURED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />-CONCRETE BLOCK PEOVIRED.
<br />SECTtON R-1A
<br />REGULAR PANELS
<br />_EXISTING
<br />.. CONCRETE BLOCK REOURE13
<br />ECTION R-18
<br />},jFE SAFETY PANEL
<br />___CONCRIE BLOCK REWIRED.
<br />itON R-,�
<br />REGULAR PANELS
<br />...CONCRET'E BLOCK REWRED.
<br />SE�J�� R-2B
<br />O LtFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3f6=01
<br />NnIA,rl4,r'
<br />MOUNTINGS
<br />SCALE 3/8r1`
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<br />' tER A. 7JGJ.,,
<br />SEE s"V S 16 & is FOR i"w"s
<br />'I'Mom1TFE
<br />�-• �4-F-�I
<br />TYPE & SPACA,NG FOR INSTALLATIONS INTO
<br />VPCW
<br />AlKw FRANC SPAoKA AND
<br />iw�w+. Amcisfe T, OD30
<br />3 I
<br />fMIrWr,- COrioyit (1A,)
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<br />EDGE rAN rxisroA
<br />€CN O6rAn'OE ARE IUESS IEp ON INDICATED
<br />17ADCPIG
<br />ON OD a REWCE uAcr oR 3PAG NG
<br />ON SCHLE. FOR E.D, LEAN ANCHOR
<br />iX MLLDPLY'ING VACNO SHOWN C44
<br />SCAEDVLE By THE FOLLDIWNG FACTORS
<br />AORML WOE OOfiYiY )
<br />fA49OR
<br />,JIB
<br />TLC.
<br />OR INS Tk'MTON TO OF POSSIBLE
<br />REDUCED SPACING OBTAINED USCG
<br />FACTOR SHALL frill BE LESS THAN
<br />--._ _ __.
<br />.. - _ 2 I/2 _-
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<br />- a>e1-- -
<br />-_ _
<br />--GAO .
<br />M96MtAY SPACAIO INDKAiED FOR EACH
<br />I ANCHOR TYPE ON THIS SCHEDULE_
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<br />. -
<br />INSTALLATIt �[ p T�LILS FOR LIFE SAFETY €PANEL Cif ! 1 !F S Y L � -
<br />�., T � DETAILSION F LIFEP N
<br />iNTO POURED CONCRETE OR CONCRETE BLOCK STRUPTURES INTO WOOD STRUCTURESNTQ WOOD STRUCTURES
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<br />, i _
<br />t j4's TAPCON. _EXISTING POURED 1/4`r rAPC-W1___._ _ .. _EXITING PoUREp - 4 '-`'LL' _ ' ` _..„m;,.�®.,�.,q i. .�
<br />ANCHOR O H' O.C. OONCREYE OR ANCHOR O 9" O.C. CONCRETE OA _{lL--..�_ _ _ _ *I ..
<br />t I WOOD HEADER - }I„ W000 HEADER .i I wDOC HEADER -; __ _ _ w000 HEADER a .,i .... _
<br />! (, f. CONCRETE BLOCK r Tv.1. CONCRETE BLOCK = •iir i . R"EOIllRED {{ ,1 ` .._ . REQUIRED , i _ _-.A.EOWRFD RETWiRED y - _ _ _ D H ER _ -
<br />. k- REQUIRED. ,s.s REQUIRED. ' ,I i . -' - .4 _ I{ ;I _ - _ Q R ✓�OUIR HEADER Cn }B
<br />s!:-_-�-,' 13 -. "'9 ,r_ - t(+'r 7APepJ 11. :. '/4'r rAPcON - ..le -a 7APCDN+"r TAPCOH '
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<br />__y �I j ! ANCHOR O 9" O.C. i ANCHOR O 9' O.C. 1 U ANCHOR O 9' O.C. ANCHOR O 9" O.C. -1
<br />.. 1/2' -, j4- I -.i ': , f2" (Ili 1 . ; f 4 -{�� Ill _ - j� f i ,I it i ' O 9 D.C,. 4' i I CNOR O 8 O.C.
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<br />PANT:.- LENGTH n /` ,... 6' PAN0. LQfCAII g '1 TI & 1 °L° MAX.. ii k.. 1 1 II l I ,...# `I." iLU._ it ,. I uDul1, ORR r-ri 11 t
<br />R t SEE ELEVATION
<br />I F{ IL_ , .J__ Y PA*YE1. LE7lGTti R 4 T S - i b - f L-"'= .-__ ELEVATION ( F! ...F ._ -__ _ PAIR Lr..HGTFA r%n. g..- -..... v- ( ___..�.-_. _...1 OM SHEET f?j U -. _ T _. __..._) 'L• Max. H ' - _ . P (SEE ELEVATION II ♦ i } PANEL LENGTH I dd -. -_._ _ _. -i1( PANEL LENGTH
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<br />wn. ON SNP 12 F.._ EEEVA ON I t
<br />1 I I I [i ➢NiE1 LENGT A I ' ON SHEET T2) I - ON SHEET 12 R I r PANrI LEN k, 9f Y 6" ^
<br />It"SE➢ARATLOr:..
<br />1 R I =: -.yf: .�,:.--1 !(SEE ELEVATION IO f ._ r.. 4 j r<" -:.-- B ...._.;7'. ON SHEET 12 I -._._i (_._._._...� ) !I i '., (SEE ELEVATION 9 1 SEE ELEVATION i.L
<br />p TO GLASS 1 :,_` P,_._i 9 I :ON SHEET /2} n I ( ,1 I ) I 11 I ON SHEET 12)
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<br />R I tH" --SEPARATION._ _. - - - 1 A {I I
<br />t ': I f 1 ;�--- Ir PARMA710N_.. I ) N i' M;n, f 4--C. I I r $--'X'I i _. _
<br />i ;. I� / _ I _ �.� ry TO GLASS 1 U2 A SEPARATION_._._ 1 H �^^-SL`P ___ 71 I' AF I S- !-� U
<br />I I 6` I n GIA.S. 6, 1 R TO fRA55- 1 .--< d' I! TQ - S. i i �� : if SEPARATION
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<br />TO 1
<br />.- i ( � I l I l i 1 i i "'_ , U? a -( -- ; 7 R I 0 10 GLASS. 1
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<br />CCNCRE`TE OR % J`11.
<br />- Si CONCRETE OR ?.; f'- !. (._ tf �r ,�I - �x IR` _ d . __._ r ~L I - { __ _ I L i _ �`
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<br />CONCRETE aLriCR '•: ,J CONCRETE OLOCka) =3
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<br />CuJ4 r PaA ET MA7E W 1S _ l4 0 PAt E MA7E + _ _ `, PCf N (' IJ - , _�# CON 2"x1" WO iOD . ,. . I PLATE PLATE
<br />ANCHOR 0 12 1 2" O.C. ANCHOR (BEYOND) 1 AN,GHOR b 9' O.C. ! : ,: i ANCHOR O 9' G.C. , ANCHOR O 9" O.C. PLATE ,. , j;
<br />/ .' , i 1 y C :+ I. - 1 4 0 TAPCOTI REOwRED ..j PEOULR£O
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<br />. , STAGGERED WJ STUB ,.1 - , , r STAGGERED WJ STUD ..I ;} ( i'IC.DULREQ _,l 1 if4 Yr PANLIMAIE PLUS i/#"r PANELMATE ALUS
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<br />SEE SHEETS
<br />EETSS & P16 MR ANCHORS FRAME 6UR0WE III VAWkl FOR SCALE 3/aA l" I ' ._-._. ., s_ «�-..T.,-. PECILbRID R CW9RED "( -_ ` I'. .li .;1 ,.�'I V V
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<br />MWIYLTA AFKJKTN S ACTNGS ANtl MSNIMW Fil'AE O2TANCE t
<br />ARE {N7NGT£O ON TlA5 SCHEOVLE � F.P LESS 7VLW ........ .....__._. .. ._. "
<br />N,DM.ATED ON SCHEDULE ArDUCE ANCHOR SPAGLRO SY ALTERN TIME R-2IIBW
<br />MULTIPLYING SPACING SHOWN ON SCHED_f 6Y THE � L. /�/�
<br />rL'T"K, r2m,I, FOR � OPERATION To BE Poss,OLE ALTR TIVE R-1 AW 14LTERNATtYE R-1 BW .� TF�NATiYE R-2BW �:L� . ..�F N L W
<br />REDUCED SPACING OBTANED L'S,N6 FACTOR WM L NOT BE Lr {, ��Vr
<br />LESS THAN MLN+WM SPACMO INDICATED POP EACH ANCHOR Q REGULAR PANELS 2 �II # Yi�Flyi3 r, PANEL �E � ��•r
<br />TYPE ON MIS SCHEDULE AALsi1111111Anf1T.!/j,/rr�rr'. - $ SAFETY PANEL
<br />ANpA011 TYPE ijtr 1/4'r ��i"N�,,.. v `AAA �L MOUNTINixi .M,iA NFN14rrI!
<br />— -PCwwre ' 4: ✓ SCALE 318-1- TT7 "14- COAL O SCALE UN�iNtrS WALL 3/ NTINGS tL ,, A. Tf("/
<br />V,PMIN
<br />Pw@ a 3`: \NCEN3'F •._9 yn{ re /T✓'s lB 1 4~"`vGENBF
<br />trMIAAI. ANcr�L svrrw NJ 3 3 = FLORIDA BUILDING CODE Non High Velocity Hurricone Zona)i ��yY4:•' tA4NLf �' :? ; FLOR)DA BUILDING CODE (Nan HI h Yelooiiy HNrTlcone Zona) � - � N0. aair7 � FLORIDA BUILDING CODE tNon bR h Veloci Nurcicone Zone}
<br />wwMMV _ I -.a ! Xer.) 3 3 _ _ - - SCALE 1. s w
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<br />DMANo 11w iNkw a (a.) a ' 33 i/2 ' * ; * *• E 24 GAGE GALVANIZED STEEL STORM PANEL lAawry G, - - . 4067 24 CAGE GALVANIZED STEEL STORM PANEL _ a 24 GAGE OAI.YAN11E0 STEEL STORM PANEL Q
<br />g.,- 1, INSThLA11ON ARE ONLY VALID FOR A.S.D� DESIGN z :�F- __ DRAWN 01, 1. INSTALLATION ARE ONLY VA.UD FOR MAX. A.S.D, $7ATE DF ¢- � e°'
<br />JpWI Wa F!I@R)R :"Q�•'., STATED -•-. .$•4 e `N /24Tg PRESSURE .RATINGS {p:s.f) AND PANEL LENGTHS AS *: * f",., c-y,,,J arlarf2 a ;rLSIGN PRESSURE RATINGS .s.T AND PANEL ', F .9It_._..- - w/rAm
<br />I Ilr I'm ` or-• "1OR10"_ 7,4 ~ _- I L E C O Hac. ; GLOBAL PROTECTION PRODUCTS, LLC, aATE: P£R LEvAr(DN tlN sNE£t t2 .S s STATE O , > j C O HaO. OBAL PROTECTION PRODUCTS, LLC. (P ) col, toR1t _. �„ C O E c. GLOBAL PROTECTION PRODUCTS, LTC. DATE:
<br />-.__-- .--___-.- _.... __._ .,_. , TIP i; Im S.w. 9, stlom 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />r-- + LENGTHS AS PER ELEVATION ON SHEET 12 ,, F . ..... �� a 1
<br />2 iJ2' 04t - ( ' vli^',`::C,.i ti TESTI a SN4tNELR C'aSAPA,NY MME FL 1A '2'�'•, py} 1'i -:'". .w - e COMPANY AWp Sw. 51 '411TEET Y r .. +BW $w. 51 STREET
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<br />r p 4- �_ �-,M E i0 ER 2 E 1 S Kw xD: ea m. 5, i,w#wA rrroM:. rA 33?A4 - 2: OR NEW WOOD FRAME CONSTRUCi)ON-. WOOD rqf S/(jNA1, r5- t �,. y, ,a ILLIt TE9TLMa e1 EwDlwF PANT C F� yy3n Z
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<br />3- L>a0 I.m A+ NA(.. i,dA rY«,» P 1,w/ 4T,-,m . r.. P fmsi rn_t{T1 i+Nr, - (83+ 9*' - FAR. XascirrR_61y? 25 EMB RS BE SOUTH N PINE ND , W/ SP C FTC r M ,.,,,„„ (xDsl ari_isla . r . t.. ) m,_,y, wo.Dmr: (esalb$r-76u+. tAt €eOs.S s-srss 20 t 75 MEMBERS TO 6E SDUTNERN PINE No 2. W SPECEFIC rrANuruuilnL { ,I H,,,, ;srq >sl-,wra F.: MaL1411-1u, PSKaE:. (gsr esn-7 Fac (m+ge+N49117 20 175
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<br />3 1JY _^ a +T a,T a ••<e ce+M.wr. .N1. xe.. -aPw+.." wa amo: DENSITY OF 0.55 OR EOtJAL. ''i'AyA Vj .-..._...• G,,-oaDN714 e+:w aaermw CA-pT,9
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