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I L - - - I - — -111
<br />I I I , ° RI f iLl IInlIu!,e_R" IEIa RRwUR.1" , III1mullItl " 111, ITL_ JL _" I _ _ I I I _ I I 1
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<br />III - I 1 LLB 11
<br />-
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE
<br />SAFETY & E-Z HANG STORM PANEL At SYSTEMS
<br />,I I
<br />,,, I
<br />I- `� 1 3 it. ® OR coNrnETE
<br />•A t'/ CONC GI IN
<br />7' J' ..W]• 3105 „-14 OR
<br />VARIES I - I , Wolo FRAME
<br />a, B06]-T6 ALUM COW ALUM.
<br />® & V REQUIRED
<br />$ uoI'I t. ANGLE Y/)TH /. , S/A ,
<br />1
<br />1 _ 2 I/2' A.CON a 12. OCA
<br />POURED CONCRETE. CONCRETE 1'.1.' WTI. .�7,
<br />4'.. , 3 ,' tAPCON
<br />Ai • 1 /
<br />i'OIIAED 001E E 1 I
<br />♦ E
<br />aP OR 2 roop FRAME
<br />& z I 2' 1.
<br />AN " O E.
<br />REOtxRSD CONCRETE BLOOK OF � e 12 '�, � .'
<br />I Min.-
<br />I 7-.4- WOOD FPAME
<br />I ,2. OR ,�-� NAI -1
<br />Rtou.Eo ..
<br />i• IIf ite t T -
<br />'. ANCHOR IN."NATE LTC LOCAFFNA
<br />ro :v
<br />4m 7" . 7' ..MISS
<br />s 7 oc E
<br />7- 5-
<br />- VARIES �3.
<br />OSS' COHi
<br />. .
<br />F
<br />1 t--` s MP. y7c L as uw ANru aR
<br />E
<br />-- , 060' Jt DS -H,SA 91FLi -DUNE O LONCACE. CONC FTF
<br />H e - ,LrTK ALUM BENT PLAT
<br />- B-a OR 1 w000 FRAME
<br />1 I_
<br />Y, i K +75' _
<br />1 NDJ RCD
<br />,OS-Hta
<br />3 1
<br />��\•
<br />'f:
<br />I z r
<br />60a3-fe ALm _- 2' Liz
<br />'
<br />COAT. ALUM, ANGEL I M \ / MOK. I t 4
<br />:.y i ---I ... CAP \
<br />I/.- K BOLT . C)7' _-,
<br />_Hu
<br />• !z' D.C. D,09 OR W53-M -01
<br />W DACKMO Conl Hum ANGLE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D PLAN)
<br />- 4--,
<br />SCALE I/4'-I' SCA.E t/a'-I- SCAM. I/4' t' SCALE !
<br />SCALE
<br />SET OR W
<br />0 SOF
<br />EELLCPANEL
<br />�, ' .
<br />POURED CONCPE7E. MM At FLIALE tD AND
<br />EASTRR
<br />�. T P 1 COKMIL BLOCK ' iY)P, BO OY pit PAAELMAT Ws SEE
<br />4 1 .
<br />1 5% POURED CONCRCTE , `^-`- "•- a T'. N' ,HOOD SOUS O OPEMaW SCHEDAE ON SNCF't4 6.'
<br />_ (MIN PANEL CONCRETE BLOCK biE �' VARIL \ \') 6 ® rPAWE REQUIRED AS APPLICABLE ,C A It)
<br />OVERLAP BEYOND 2'.i WOOD FRAME `4 4
<br />wo-fo I �E: >-."_� � '
<br />OPENING WIDTH) POURED CONCRETE. CONCRETE �'I . .
<br />BLOCK II VIA' WORD FRAME , + I 1 rr�A-
<br />I .�,
<br />REWIRED
<br />I , 1 ua.
<br />NII' I'. _ �% oR �I /•
<br />1AR,� 1, .�/,! WN1 W A>CHOAED FRONT
<br />1 �' REAR FIAT FLANGES PMALLEL TO
<br />5' Yn IIII I \ - �- WALL (NEVER CUT END PANEij
<br />-.
<br />X 80. DISTANCE '-;-1----�, , TRACK
<br />I M`)
<br />/ L 1
<br />"�
<br />y .-�.1. •, �_-_
<br />,.Er,A11l •H�,A.W,'4 CASE G (PLAN)
<br />%`- '' '.' :
<br />» AI,t, it&. SCALE 1/4'-I'
<br />o='�.
<br />,G
<br />ALaol =��'••. GEN '.✓q's VALID FOR DIRECT MOUNT INSTALLATION ONLY a
<br />NVI•voc .
<br />'
<br />�_-. __
<br />v `r4f •. CERTFIFG PANEL INSTALLATION AT WALLS W/
<br />No. 44161 % SURFACE LEVEL VARMTIONS WITHIN 3/4-
<br />_�
<br />* . * . * ' FLORIDA BUILDING CODE Non High Velocity Hurricone Zone
<br />IAIE OF :��F °D>° BTOC " 24 CAGE GALVANIZED STEEL STORM PANELDRAWN r'LB
<br />CASE E (PLAN) CASE F (QLAN) 9�. F
<br />P
<br />SCALE t/4•-I' SCALE 1/4•.I' ., .rF, tDRla �1+ DTre1/mm
<br />S L j �i ` _, I I L I E C O I N C ''1• GLOBAL PROTECTION PRODUCTS, LLC. DACE.
<br />I,M,UH 1')'-t i rw`t-r,No a Maa�IArP- �•'L
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<br />eA,TER A T11.1 1•, PS N SONY . O 16
<br />R H, I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (,12.s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL 1%I. NSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL tOINSTAL1AT10NS AS PER ALTERNATIVES TIN THRU 4W, ON SHEETS 5 & 7)
<br />MAX. AS.G.
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7
<br />APPUGBLE
<br />MAXIMUM
<br />DESIGN
<br />TU
<br />TE,I
<br />PANEL
<br />LENGTH
<br />PRESSURE
<br />RATING
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PAIELMATE
<br />PLUS
<br />WOOD BUSHING
<br />COMBINATION
<br />1.
<br />(P...,.)
<br />ly TNEv
<br />(It )
<br />,3
<br />tJ
<br />,]'
<br />1]'
<br />-
<br />,3'
<br />-.
<br />1W (TOO)
<br />_,.,- _
<br />3
<br />___ --I---
<br />1
<br />_-___
<br />S
<br />3'
<br />IS.
<br />(BOTTOM)
<br />1M BORON
<br />-- -
<br />-
<br />6 I/7
<br />.--
<br />6 1/2 -
<br />-_ --.
<br />6 t/2
<br />_1_,
<br />6 N2'
<br />.__
<br />6 ,/A.
<br />BOP)
<br />_w
<br />- -..__
<br />_ _._ _.
<br />_
<br />._. _ .
<br />p 1/,'
<br />_
<br />t2 1/2'
<br />-.
<br />6 1/4
<br />F (BOLT•)
<br />5'-0'
<br />9'
<br />a'
<br />.-. _. a_
<br />B:..
<br />--
<br />-
<br />Cif) _
<br />-
<br />op
<br />B'
<br />B'
<br />e
<br />s'
<br />Jw wriom
<br />( }
<br />3
<br />3
<br />3
<br />-
<br />_
<br />3
<br />-
<br />_ u
<br />( )
<br />.as. -s
<br />_
<br />13..
<br />- __
<br />1J
<br />I3'
<br />J"
<br />i3
<br />♦W BDTip1t
<br />f )
<br />OR
<br />LESS
<br />IS
<br />1s
<br />--
<br />t}
<br />_ - __
<br />1Y
<br />-.
<br />0 112
<br />■ (top)
<br />_
<br />_.-
<br />13'
<br />_.._ -
<br />13"
<br />13
<br />3•
<br />b'
<br />It (BOTTOM)
<br />b ,/2'
<br />--6 IJY
<br />6 /2
<br />B i/2'
<br />6 7/2
<br />BOP)
<br />_-
<br />_.-
<br />__ 6 IJ.'
<br />2 1/2•
<br />6 •/4
<br />(11071•)
<br />>5�0"
<br />y/2
<br />--A- __
<br />_ 6 1(7--
<br />B 1(2`
<br />-
<br />-
<br />_
<br />sW RQR)
<br />- -.
<br />14'-4'
<br />• t/I
<br />---
<br />. 1/T
<br />--
<br />T
<br />>-... -
<br />—
<br />-
<br />3w (BOTTOM)
<br />_—
<br />--
<br />t0 t/2
<br />—
<br />9 1/2"
<br />—
<br />t2'
<br />12•
<br />4'
<br />a RoP)
<br />- - --'--
<br />13'
<br />--
<br />IS.
<br />.. .. ...
<br />,3'
<br />_ __-
<br />I]'
<br />__._ ..
<br />a ,/2'
<br />.._
<br />W (BOnO+)
<br />• SEE TA$.E /t FOR MAX. AS.D. DESIGN LOAM & MAX. PANEL LENGTHS WHEN SPACER '15� IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SWEETS 6 O 7
<br />APPLICABLE
<br />WFWW
<br />DESIGN
<br />TFiMA
<br />PANEL
<br />TAPCON
<br />LAG SCREW
<br />PANELMAIE
<br />PANELMATE
<br />WOOD BUSHING
<br />PRESS `RE
<br />COMBINATION
<br />lENG111
<br />(9-1)
<br />FFIIALE 10
<br />PLUS
<br />O THEM
<br />(n.7
<br />,3•
<br />13•
<br />13
<br />,] -._._
<br />,W (TOP)
<br />__ _.
<br />i3'
<br />_,3'
<br />- - _
<br />,]
<br />_ _
<br />13
<br />- -
<br />1J
<br />.. _.
<br />a
<br />,W (BOTOM)
<br />- 6 1/2-1
<br />-
<br />- _ __.
<br />6 I/4-
<br />--12 t/2'
<br />6 t/a•
<br />7W (1i0T7.•)
<br />5''
<br />7-
<br />7 /2' -
<br />- __
<br />e'
<br />a•
<br />_
<br />-
<br />- _. __.
<br />3w BOP)
<br />-
<br />OR
<br />LESS
<br />7 -
<br />-
<br />Av ow
<br />_W-T _
<br />_ _
<br />.. _ _
<br />.
<br />OL)
<br />>.45 -45
<br />1J
<br />, r
<br />t J
<br />, 3
<br />Btln@I
<br />( )
<br />t0
<br />•7s, -75
<br />_._. ,
<br />-_
<br />)3
<br />-_
<br />,3
<br />13'
<br />.._�3
<br />10 _
<br />_6
<br />,W (t01)
<br />13 ____
<br />I].
<br />- - . _
<br />1.'..
<br />.. - -.
<br />/'
<br />-
<br />Iw (BGTTWI)
<br />_._
<br />6 ,/7
<br />6 1/2'
<br />6 I/7'
<br />6 1/1•
<br />6 /2'
<br />2W (TOP)
<br />_._
<br />-
<br />_._
<br />_-
<br />a-
<br />___
<br />„ , /7'
<br />_
<br />6 i
<br />/
<br />>5._a.
<br />21Y BOn!
<br />( )
<br />__ ♦ ,/2'
<br />_..-
<br />S
<br />-1/4'_
<br />1 t/2'
<br />7 t/2'
<br />!W BOP)_ __
<br />TO
<br />7 _5•
<br />5' - -
<br />-
<br />5 lit`
<br />H
<br />-
<br />Be6
<br />3w (BOTTOM)
<br />- ,3• __
<br />2• -.
<br />- i_ -
<br />- _
<br />__ ,J
<br />--
<br />__ 5 /7
<br />-
<br />W (TOP)
<br />tY .. -1-
<br />,3-
<br />,3'
<br />13-
<br />ILIA _
<br />4W (BOTTOM)
<br />SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER � is I
<br />• USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TABLE:
<br />at A
<br />/LS.D. DESIGN LOAD
<br />MAXIIItRI PANEL
<br />LEN GTM
<br />40 PSF OR LESS
<br />6'-6.
<br />> 40 PSF TO 50 PSF
<br />6'- 2"
<br />> 50 PST TO 60 PSF
<br />5'-10"
<br />6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ � S 6a,^HW,,,4Z 1/2. O.C.
<br />INSTALLATION
<br />t
<br />DETAILS
<br />FOR
<br />LIFE SAFETY
<br />PANEL(J)
<br />INTO POURED
<br />CONCRETE
<br />OR CONCRETE
<br />BLOCK
<br />STRUCTURES
<br />1/4'. TAPCON EE�.�1t)STING PWRfD
<br />I/. i FAPCON
<br />CXISTINO POURED
<br />AHCHOR O a" O.0 CONCRETE OR
<br />ANCHOR O B• OC
<br />CONCRETE OR
<br />�'5
<br />CONCRETE BLOCK
<br />REOXAgEO.
<br />LOC%
<br />REQUIRED
<br />{,4
<br />t/Y , ,,/i ,1/..
<br />wX. A A>
<br />-r-- f, I I
<br />to- ED.•
<br />,��,
<br />1.
<br />Y
<br />FXSTNL-0
<br />GLASS
<br />,(
<br />e -,
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<br />N
<br />IT
<br />W /
<br />I
<br />e Mn
<br />a- SEPARA
<br />a TO GLASS
<br />N I
<br />11
<br />EXISTING POURED E.U.
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />REO,)MNCp
<br />ri':
<br />e�s01Pi ,�b'�
<br />(_ _ n.RN
<br />,DA:RI Oq, r•
<br />"' Ma.
<br />A* JINGTH
<br />(SE• E:EVATION
<br />ON- SHOE' :2)
<br />I _
<br />1/4•• PANELSAATE PLUS
<br />ANCHOR O 12 1/2- CC
<br />SEE STQTS 15 . 16 FOR ANC -ORS TYPE . SPACING FOR
<br />INSTALLATIONS WO WINO FRAIL aASDPOS
<br />MIMMw ANCHOR 5 AONG3 Mo MNAUM EDGE OWNICE
<br />ARE INDICATED ON 14S SCHEDULL Fee E.0 LESS THAN
<br />INpRATED ON SCHEDULE REDUCE AvC1OR SPACING BY
<br />MIATPLYING SPACING SOWN ON SCHEDULE BY THE
<br />FOLLOWING FACTORS MR THIS OPERATON M BE POSSIBLE.
<br />REDUCED SPACING OWAI ED USING FACTOR SHALL NOT BE
<br />LM THAN MNWUY SP)LRIG AICATED FQN UCH ANCHOR
<br />YP 1E ON THIS SCHEDULE
<br />,/a'A
<br />t/4'.
<br />ANCHOR ERR
<br />IA.ILH
<br />.Mn
<br />YBIYYAII AAD10� 9MGNG (Ina
<br />2
<br />3
<br />_
<br />-.I-
<br />t. ) •rANRW ,oO
<br />-
<br />__
<br />.W.HIn Rat ':Han... as e,j
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<br />- 33 ,/7
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<br />,/2'
<br />os,
<br />3•
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<br />GLASS
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<br />(
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<br />CONCRETE BLOC„
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<br />I ILY00N
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<br />�.
<br />I
<br />,
<br />ti,r/ic1aRCYxo),^ '.. UFE�NEL
<br />WALLMOUNTINGS
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<br />'4y'A�i 'jONAIE~rL EIS•
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<br />PE SFAUI-F1PTraT
<br />CODE (Non Hloh Velocity Hurricane
<br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zen
<br />r.'.
<br />c2a2o 1X,tGo. Pc
<br />24 GAGE CALVANI ED STEEL STORY PANEL T
<br />uBHWA BY
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<br />MAXIMUMA.S.D.DESIGN PRESSURE RATING (pa.f1) AND CORRESPONDINGMAXI UM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL (T/ INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MIN(. AS.0
<br />MAXIMUM ANCHORS SPACING FOR MIN E.O. PER SCHEDULE BE1WY
<br />WUIIYUY
<br />MAX. A5.0.
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
<br />APPUC48tE
<br />TO
<br />,M%IYJN
<br />D6,GN
<br />PRESSURE
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<br />PANEL
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<br />TAPCON
<br />SOLID -DIRT
<br />PANEIEMTE
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<br />16
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<br />�3" t3'
<br />13 13'
<br />- -
<br />,] iJ'
<br />13• I 13'
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<br />13' f]'
<br />13' 13•
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<br />_ t3' IJ'
<br />t7'
<br />-
<br />_ 13-
<br />t3'
<br />13'
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<br />•3'
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<br />IS, 13'
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<br />13 1]'
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<br />11
<br />I} t3'
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<br />_
<br />B B'
<br />1 t
<br />2 1 7 7 7
<br />B B'
<br />6 4''.6 I,
<br />e' 6
<br />1 5
<br />7 7 1 2
<br />B I B'
<br />6' B-
<br />6 t♦ 6 1 /.'
<br />') t
<br />e 7
<br />/
<br />J BOT,DY
<br />4 fX'
<br />R 7
<br />LESS
<br />a S '/2•
<br />,7 1 / 2
<br />a
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<br />6 /
<br />A
<br />'6 1 !
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<br />6' i -
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<br />IS. ) -
<br />1 (BOT,OM)
<br />,3' I '3'
<br />tJ' 13'
<br />'!' :3'
<br />'!- IJ'
<br />13' .- -
<br />,3' ; 13'
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<br />(lop)
<br />5 BO TOM
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<br />I
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<br />, 3 i F3"
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<br />,
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<br />IJ' 13'
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<br />13' 7
<br />tl + I
<br />IJ' !
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<br />7 I/2:5 1/2
<br />il• 14 1/2.
<br />1 (TOP)
<br />IS. ; 6•
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<br />'a t(2'
<br />13- IB t/r.
<br />9 t/1'i6 IJ7•
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<br />tJ' 9 t 2
<br />10 12i. 7 I/7
<br />•3" r
<br />I (BOnON
<br />13' 7 1/2'
<br />13'
<br />T 13'
<br />13" 1
<br />10`
<br />13' I 10"
<br />It- e'
<br />i3' 6 ,/2'
<br />1 (BOTTOM)
<br />-_-_
<br />tJ' _ t/2"
<br />_ _ t _ __
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<br />1J' t 5'
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<br />_ ...... _-...._.
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<br />7 1/2 S 1J7.
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<br />10 I 1
<br />_It a r/7.
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<br />13 8
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<br />J
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<br />( 7
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<br />4-
<br />I {
<br />i ,/2"I 3"
<br />a-
<br />6'
<br />7'
<br />1
<br />4'
<br />e' I 4'
<br />, 1/1' ] I/2
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<br />D -6
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<br />,0 t/1 r7 t/i'
<br />,7' '6 IJ2.
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<br />13 le t/2'
<br />13'
<br />! 13'
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<br />,1-i 6"
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<br />I/2
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<br />7 1/2 S t/I'
<br />1]- IA 7/2"
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<br />t_..
<br />,]' e'
<br />-1'-
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<br />_
<br />/2
<br />3 1a ,/2'
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<br />I/,'�.6 I/4'
<br />8 ,/• ;6 1/
<br />8 I/.' 6 /
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<br />/ a"
<br />b f 4'
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<br />6 1 i
<br />/
<br />1 ♦'
<br />!
<br />6 1 a 6 ♦
<br />/ /
<br />6 BOTT ••6
<br />( )
<br />SEE SHOEY 11 FOR ANoMOAS TYPE A SPACING FOR IMSIALLATW4 .TO WOOD FRAME SUOU NGS.
<br />L mmn,,H ANCHOR SPACINGS, ANO YMOM EDGE DSiANCE ME INDICATED ON 7HS SCNEDU,E FOR ED
<br />, SS TWIN INDICATED 0M SCA•EWLE REDUCE ANCHOR sPACMNG BV MATMLYING SPACING SOWN oN
<br />SCHEDULE BY THE FOLLOWING FACTORS, FOR THIS OPERATION TO IM POSSIBLE. REDUCED sPACN'O
<br />orNED USING FACTOR S NOT BE LESS THAN MI,WUM SPACNC INDICATED FOR EACH ANCHOR TINE
<br />ON 1lVS SCHEDULE
<br />ANCHOR TYPE
<br />1/4-A,1/1.
<br />I/A-.
<br />rWHaMMAFEMALE
<br />,(...
<br />N'M 1[
<br />,AT.
<br />1/.-.
<br />TACUR
<br />mLO _
<br />�
<br />7A1H:AC-AMIN
<br />DA F_
<br />1
<br />3
<br />J
<br />�J' -
<br />J
<br />1 I/?-
<br />) V2
<br />wiwu U ANCIOR WWi-06 (4.)
<br />J
<br />i Ire-
<br />]
<br />, ,/7-
<br />_i
<br />- l'--
<br />.waMApA FOGF 7><(.d
<br />NsrAA3,R.oJ !mRi1[-0.
<br />-- )-
<br />-J I///=
<br />3 VY
<br />-S I- _
<br />,;r
<br />I'CRaY. @Z O:R9108 (E.O.)
<br />FACTOR
<br />tq'
<br />o.J3
<br />- _
<br />- -
<br />-
<br />-
<br />1•
<br />.
<br />Ole
<br />- I '-
<br />-
<br />aw
<br />Ir.
<br />_
<br />,0p
<br />I. -
<br />IN
<br />IN
<br />-SPACINGS ONLY VAJO WHEN $T>ACER �9 IS USED. SEE WIE /1 FOR MAX, AS, D.
<br />DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER FA IS USED.
<br />J' MAX.
<br />D.M.-(4). .r uu+-
<br />O Dr4)
<br />SABLE AT A
<br />AS.D. DESIGN LOAD
<br />MA)UMUM 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 ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ (6 SPACER AT 12 1/2- O.C.
<br />ANCHORS (SEE SECTIONS a wtERNATNES ON SHEETS 13. 14, 15 a16) - - - - -
<br />r*R-IA/13, R-2A/13, R-3A/14, R-10/13, R-28/13, R-38/14, 3: MAX
<br />R-TAW/15, R-2AW/I5, R-3AW/16. [� - R-TBW/15, R-28W/15, R-3BW/l6. , MAN
<br />� ��
<br />I O O O
<br />r- '-----------'--•------ -- --
<br />-�
<br />O O O O
<br />- ----- ---- ----T
<br />I
<br />! I I .
<br />T7
<br />!
<br />BUILDING CODE (Non Mich Velocity Hurricane
<br />L/2
<br />! 1/4'6-20r1' SS BOLTS Wo MAX Y-
<br />/'- (USE FOR PANE. LENGTH ,, ;. PANEL I-NGTN
<br />I O / OVER 7 -6' ',J
<br />1.
<br />I REGULAR STORM PANEL �• REGULAR STORM PANEL W-R' O .40.0. -40.0 P...F
<br />(W/ OVERLAP MO PANEL LENGTH BOLT)
<br />-- t
<br />., _ _ _ _ _ _ 1 . _ . _ . _ . _ .. _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T-a' O .so.0. -54.0 7
<br />CAFE SAFETY STORM PANE] - LENGTH
<br />DY/Q 7'-S' 0 MID PANEL LENGTH BOLT'
<br />i4- ! •. `A 1 -- - P iN
<br />1, USE 2' MIN. ANFy LEND
<br />;`��� ..Ci- ,/4'.-20r1• �_ _ +`- AT ALl YotRNrNcs
<br />I S.S BOLTS w , -•
<br />T A R EA DIVE
<br />LA
<br />. _ E' v7
<br />..a . . . . .
<br />. _�
<br />_ -t ___ ____ _____ __._ _.. __._..__ .. 6'
<br />(2) NOTCWES A7 ST'JC ---
<br />,_d LOCA/�ON O CAFE SAFETY _X _•I
<br />'{N1',i (L1�' PANE, BOTTOM CGRNET25 (� Q
<br />D.M.. 3�, ---- - - --
<br />__ _ ___ • — I
<br />-OVERLAP--OVEAUP-
<br />aF 0 WING NUT ro EXTERIOR WING NUT AT
<br />-3• MAN LEFT PANEL. RIGHT PANEL 3' ,WY. t INSTALLATIONS ONLY VALID FOR WIND
<br />r LBO. R-to/13. R-2A/13, R-3A/IA, R-1B/17, R-ZB/13, R-3B/14, r Mw SPEED UP TO 170 ,Tp.n.
<br />R-TAW/1S, R-2AW/NISI R-3AW/16. R-1BW/15, R-ZBW/15, R-30W/16.
<br />ANCHORS (SEE SECTORS a ALTERNAIIVES ON SWEETS 13. IA. 15 41fi) -
<br />1/i MAIN GAP
<br />LIFE SAFETY STORM PANEL;Afi ELEVATION (t) - "
<br />SCALE t/4--t'
<br />N REGULAR 2.587' , 1 ,: REGULAR
<br />-- STORM PANEL (MAN OA!kM .1 WI of VALLE'V) -STORY PANEL
<br />,A„ H.AINNN.
<br />1/4 i--! `. r:. - �,- -_- - -T - --- .__ '_ - -"- T -- IMit-Aa-�4A(,JMs,-.� _ -'.-1-.-:r r�
<br />`. s
<br />_.___ + �e4Kr� __ _c- 4 - -. -_.
<br />Il
<br />�WbFr ♦j, - R ..
<br />LIFE jSnFET°��1JJ\ PANEL -9'. * ,F FLORIDA BUM( -DING CODE (Non Nigh Velocity Nurrlcone Zone),
<br />EXTERIOR �:y'^E`,ITT
<br />�t ORID►' .•'�N<Q�� Pmm mRrn. INc 2a GAGE GALVANIZED STEEL STORY PANEL F.P.
<br />_'�i71N L IL E C O IMe GLOBAL PROTECTION PRODUCTS. LLC. DATE
<br />SECTION A -A � TIMIT I Hro . CaM.ANT AND S. 51 slow
<br />SCALE t 4'-1 • QF ( • - .. r _ ww WrtANK a. u VC M U3u
<br />/ E .... ISO n1-,m y : (� n . , 31 PHONE. (9.)MM-76.5. 1a. is )M-alai 20-175
<br />G-tcoa719 _- olmov; No
<br />PLAP E 5GL/9CN4tWE/OAT .RLRr A t O >.. It
<br />M Ln .A, ] SHOT IT O ,e
<br />I
<br />--
<br />INSTALLATION DETAILS
<br />INTO
<br />FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />PANEL tt)
<br />---I
<br />i
<br />I
<br />�_-_ -�
<br />1
<br />iiJ4'.
<br />I T.
<br />pOOD HEADER ,'•-_ .-__. _ WOOD HFAOLR
<br />REOUN[D I - AFOUIRED
<br />tAPCON ---T 'J,-K TAPCON
<br />. T,. _ L.
<br />F
<br />i - I
<br />(`{'��--T', ,J?
<br />.1,C HEADER
<br />'f „• P;::
<br />114.0 TAPCON
<br />!,.
<br />I
<br />1L -
<br />j ---
<br />WOW HEADER
<br />REOLIIREi
<br />II.- T4PCON
<br />1wMOR
<br />''
<br />ANCHOR O 9' O C i f ANCHOR O 9' O C
<br />l l'I'
<br />ANCHOR O 9' O C
<br />-.
<br />I
<br />O O. O.C.
<br />2 O2
<br />, I
<br />? i
<br />I I I
<br />4
<br />(2?
<br />, .E#...
<br />I I
<br />"-,
<br />`
<br />I
<br />I
<br />M.
<br />i7 , 1, !' •/2- , i,/i
<br />_ MAX.
<br />; , I I YNn I I
<br />I
<br />i i An I,
<br />j/7'_ H,/4
<br />Wa.
<br />,
<br />!
<br />.l Mn I
<br />1/7 ' ,,/4•
<br />_ MAX.
<br />I I '
<br />------
<br />Ai
<br />I 1, --- -- ;
<br />_ 1 w I s
<br />A I -
<br />1
<br />O I I
<br />-� -
<br />-I A ..-
<br />I
<br />1 'a
<br />�.
<br />TF''
<br />i 1'J
<br />---
<br />I u i. _
<br />I
<br />I 1
<br />I
<br />i.
<br />I
<br />a
<br />i i ° I SS rearzt W,,ENT�� q
<br />I Ss'BO, n'r
<br />p
<br />E%,STI -N
<br />11= U
<br />i ! 1,/rA 2v.I' it I I:{ I A G O.ER1M"
<br />SS BO,IE r
<br />1 1 i q 1 i
<br />/ 1 -. 06E nXl RHO. EXIS',NG-R I E
<br />Gl/.55 -
<br />p
<br />Ex ST,Ny±
<br />GLw55
<br />I
<br />I F SS W.. I
<br />> I J.. za'
<br />! E N Fw ,>A,WAP
<br />e8 FOR wMO
<br />T-.'1
<br />6
<br />R J'
<br />Fx15T:1
<br />UUSS
<br />) - I A 4 aVE
<br />I 1
<br />+(
<br />II
<br />II
<br />. V I i UH.T'• OAA 7..At} N
<br />1 11
<br />•1' MAY II
<br />I (IdAN a[01
<br />I I
<br />11
<br />II
<br />t ,
<br />1 i 'L• MA.
<br />11
<br />11
<br />6> L:
<br />( ( -
<br />at T •i Ya. a F- N i
<br />,PANEL 1
<br />PANL LENGTH 11
<br />E. (SEE ELEVATION tI
<br />y
<br />I I I t' MOP
<br />4
<br />11 /
<br />6..
<br />( I E. PANEL LENGTH
<br />,j (SEE ELEvr,OA
<br />1
<br />11
<br />I I LENGTH
<br />ON SHFEr ,1) 11
<br />I e PANE. LENGTH
<br />I
<br />N
<br />1 ON SHEET ,1)
<br />R
<br />/ !!. i Y (SEE ELLYATON 0 i
<br />1 F ON SHEET 12) nI.I 1
<br />.
<br />. R4
<br />_ (SEE ELE+ATpN
<br />/ I IF 1 ON 5H-0 ,2)
<br />? 1
<br />R
<br />II ,' Y+I
<br />,(--XPARATIO'.
<br />I E 1 , A
<br />, 1 - i 1 )
<br />I {� It t' Ym. I (_ 1'1
<br />R 1" Min.
<br />B- SEPARATION
<br />N TO GLASS
<br />I
<br />I 1
<br />/ i 3 j
<br />R
<br />Y - VA
<br />,' No-
<br />_ I. Y
<br />1 �.
<br />- 1 E 1
<br />11 0 GLASS.
<br />B r-
<br />I I L/2 N- SEPARATION i I I _ 11 11
<br />f 6•
<br />® I
<br />1 I I -
<br />1 1 L/7
<br />e
<br />6---SEPARATON
<br />a To GLASS
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<br />INSTALLATION ARE NL V I R A DESIGN D a0 o se°
<br />PRESSURE RATINGS (p.s.7 AND PANEL LENGTHS AS
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<br />s * : * • Tit f
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<br />�I GLOBAL PROTECTION PRODUCTS, I.I.C. D,R.
<br />2 FOR NEW WOOD FRAME CONS -RUCTION. WOOD
<br />MEMBERS 70 BE SOUTHERN PINE No 2, w/ SPECIFIC
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.Z AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL d) INSTAU.91ONS INTO CONCRETE aE CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS i THRU 6. ON SHEETS 4 & S)
<br />MAR. A S,D,
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW IllIt
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<br />SEE SHEET 11 fee 4NO,0RS TYPE a SPACING TO, .ISTAUAT. IN+o WOOD 'RA E BUILDINGS
<br />- MNNNW ANOA]A 9PACNG6 AD MINIMUM EDGE O6TAADE ARE 'NOR TIM OP THIS SCHEDULE 10- ED
<br />LM THAN ROI(ATED ON SCHEDULE REDUCE MOOA SP, O MULTIPLYING SPIY:IR SNOWN ON
<br />SCHEDULE BY THE FEILLDWINT) FACTORS FOR THIS OPERATION TO BE POSSIBLE. R'DIC1D SPACING
<br />OBTAINED USING FACTOR SINK, ,107 BE LESS TAN MINIMUM MY,CMc INDICATED FOP UCTM ANCHOR ,I-Ar
<br />W l,.S SOHD LE
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<br />WMAAAM ANCHOR SPALVIC (IF.)
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<br />IN
<br />" SPACINGS ONLY VALID WHEN SPACER IS USED. SEE TBi.E ft FINt MAX. AS.D.
<br />DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �1 IS USED.
<br />TAM EAIA
<br />A.S.D. DESIGN LOAD
<br />MA)ONIU c 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 />IONS
<br />p MAX. PANEL LENGTHS ARE ON^LY YAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ lD'SPACER AT 12 1/2- O.C.
<br />;.'VGEN '•.. FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone
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<br />INDETAILS FOR LIFE SAFETY PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I/4•0 TAPCON EXISTING POURED 1/4 i TAPCON EXISTING POURED 1/4•0 7APCON EXISTING POURED 1/4'e TAPCON EXISTING RWRED
<br />ANCHOR O 9 C C ,:OtNCREtE "OR ANCHOR O 9 0 C CONCRETE OR ANCHOR O 9' O.0 , .CONCRETE OR ANCHOR O 9. O.0 CONCRETE 04
<br />_S. CONCRETE BLOCK //^., CONCRETE BLOCK CONCRETE BLOCK f
<br />CONCRETEOCK
<br />REQUIRED REQUIR_0. S REQUIRED, REQUIRED,
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<br />D i i nANEL LENGTH p 1 6' rANEI _ENGII. R 1 r PANEL LENGTH 6- BANE. LENGTH
<br />fl •/ ( ; (SILL ELEVATION II 1 1 (SEE ELEVATION P / T- (SEE ELEVATION II i 1 (SEE EliVA1OH
<br />N 1' WTI a , ( ON SHEET 12) 11 I ( ; ON SNEFi 12) H t- Yln , ON SHEET 177 II I ; ON SHEE7 ,2)
<br />It --SEPARATION -7 1 L N 1 Ir5£PAAATION 1 ILL ' D '
<br />0 TO GLASS. ( 1 1 II <j � I II 70 CLASS I 1 a 1 I I
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<br />CONCRETE BLOCK REOVIREO CONCRETE BLOCK REOUIRLD CONCRETE BLOCK REQUIRED
<br />SECTION R-1A SE r 1¢f1 R-18 -
<br />O REGULAR PANELS O LIFE SAFETY PANEL 0 REGULAR PANELS
<br />WALL MOUNTINGS
<br />SCALE 3/8-1
<br />SEE SHEETS ,5 a 16 FOR AN04M
<br />ANCHOR TYPE
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<br />TYPE a SPACING FOR .NSTAUATO-5 HMO
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<br />MNHMJY ANCHOR SrMCINOS A 0 MINWIAIM
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<br />rDGE DISTANCE ARE INDICATED ON THIS
<br />SCHEOULL FOR ED. LESS THAN INORAtED
<br />ON SCHEDULE PCDVCE ANCHOR SPAGNG
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<br />SCHEDULE BY THE FOLOWNc FACTORS
<br />,tMM = 96UIa IEB1
<br />FACTOR
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<br />FOR TINE OPERATION TO N POSSIBLE.
<br />REDUCED SPACING OBWNED USING
<br />FACTOR SHNMl NOT LESS THIN
<br />) '/7'
<br />0.1
<br />MRNMUM SPACING ,NMHCAIED FOE rACH
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<br />ANCHOR TYPE ON TRA SCHEDULE.
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<br />CONCRETE BLOCK REQUIRED
<br />�FCTION M"
<br />O LIFE SAFETY PANEL
<br />WALL MOUNTINGS
<br />A,A41017-111MA. SCALE 3/8-1'
<br />PytER a:.Tltl/,, .
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<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL(I —
<br />INTO WOOD STRUCTURES
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<br />! ANCHOR O 12 1/2' nf- I I ANCHOR O 12 1/2. O.0
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<br />- 1 VAN R Z GAGE GALVANIZED STEEL STORM PANEL
<br />I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. T - STATE STATE OF •;,AQ- 1x,HI
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