|
_ 11 _ I I I r _ _ I, I a .... - lirir •'11,gmAR I 111m.
<br />END CLOSUR S DETAILS FOR INSTALLATION IN POURED CONCRETE
<br />NCRETE 8{tQ Q jOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY & - TANG STORM PANEL I5YSTEMS
<br />T r
<br />I r
<br />(��) (/7/�POURED a
<br />.. (T OR
<br />"+:_7 KJ z• s r a .ftr 3105 "- 00 -
<br />VANES 45
<br />S Lfali _ Qa4`nED SOLO-T6 N.LO" taHT 4LW.
<br />aY , ANaE MeH , }/a'
<br />"
<br />-,y
<br />Cl 2 1/2" TAPCOM O ,2l O.t.A
<br />._._. Min.
<br />2r Ii.� F
<br />,AAA.
<br />POURED 1.OIR+IEIffi tbNCFtfTF�
<br />BLOCK 00 2'N' WOOD FRALE PatRm WNC -- .. I j I I/41 x t SJt zAPCaN ? I!2 f"' 3.i
<br />4@HARED. CDIICALTE Bt aCK b_ _ '.C,CR O #x• 0. I
<br />f 2
<br />I. .___r-, �j-i-
<br />2 R4• WOOO FINArt : e DR
<br />t _ n rsMl -'
<br />REO.� ED
<br />'-'". r ! A' GAP
<br />�' / �� J L t
<br />4
<br />. ra'r , 3 r I
<br />FLd AWKi I
<br />/
<br />�'* 12' ANCHOR -
<br />l CAI L 7'. Y. D55'10 N 1ERFUfE LEC LOCAtIDN
<br />e 12" , - _ -
<br />DC
<br />-- VARIES ;).
<br />`�--'/
<br />-. A a S' • Q35' FAtU.
<br />7.
<br />',1 ! = - 5 Mat 97<. L ml U �) Kw. AMaE at
<br />. _ _ a I Mt D1O S 96- S4 SHICCT E
<br />Tv s..s 1 POURED R 2'. W OD FRAME
<br />� . -BlOC1a dt fi11" waOG IRVR
<br />Y % a' % " 7 TPA' MIRK KW. BFM PUTT
<br />.12# _,
<br />PtOURFD
<br />311a-H/4 OR 1 \ _ {. � :'
<br />2- GILL I .�
<br />I 2 2 .._`1 I
<br />e061-T6 AIIO,' y* �I
<br />/t!r
<br />com. it µi al ; s11 1.
<br />10 1
<br />- s s,.1�.-.C..s s.. :,.�«.,.,.ate Mar OAP
<br />' « _"_- f.
<br />tie 1 acts a• + 1' .:g72'
<br />a tr o.c
<br />W/44CKNUt MI, ALnt &,I=
<br />C Ste. A (�P SASE B {,Pj„� CASE C ,{QLAN) SASE jZ"{�LAN�
<br />SCALE 1/4`.1• SEA.€ 1/4°.1• SCALE 1/4'-I• SCALE 1/4•.1'
<br />• __- -- I .. L SOJD-SET OR CAu-n
<br />L OR RCD PAxOAA1F
<br />\ �T � (�7•,�� POURED CONCpETE.. 7WM AT 'TEINAtE O AND
<br />r- \ I, ---','
<br />� (q OR WKItEtE tlOO1 TOP, DUMDUM as PANDMATE ND (6Ei t
<br />,a
<br />I.Sx �`r POIRED CC.0 .pI I �i 0R 2 N• ,HOOD SIOCS N OPENING SCMWIE ( SLEETS 9.
<br />... - (MN. PAKCL x•N DRAY[ $'5'{ a �, @ FPA18 �O4WFD AS 4PRICABLE w 4 i t)
<br />p11 .� .pip CORRE'fE• CMCBM REowRCa I "t C2: 1. ;. � :. x„
<br />ilom aR 2`.4• WOW FRAME '. I ,
<br />}•:
<br />BED'IAEO .a `^°'
<br />-._.(2) ORI \
<br />`WARES �
<br />.0 \ * t
<br />C N �pr�
<br />PWJuJ FARKttiA m
<br />5. v L I 1, �- WALL (NEVER CUT ENO PMwELL
<br />- x . 6.0 DISTANCE ij s_'� s' 11 TPALR
<br />1
<br />..ss a.�sasee U"sa�
<br />i / yMHHHtNNN�A VN'1J�
<br />- -`� ' !
<br />a •t�w,WK�iri`i'F` A.7I( y
<br />�. (/J
<br />i/ �1 !' at aA I s A= �3yS % SCALE t/e-I'
<br />a''+,,_--J''r '\..��f 4 Lan, t/ vAMY FOR olf?ECT MDUHT NSTALtATxkl ONLY $
<br />`;
<br />r 4tCEMyS• •'.
<br />E • . CERTIFIED PANEL INSTALLATION At WAYS W/
<br />3 :' NO. 44167 `: 2 SURFACE LM VARM.7)ONS NATION 3/4-
<br />z * 1 * . # FLORIDA SUILOLNG CODE Non High Velocity )HIM cone Zone
<br />ASS E E (P(, Nl CASE F (PLAN •c « o TKTm Rc F'.
<br />,. i4r 24 GAGE GALVANIZED STEEL STORM PANELDIMAN
<br />C? F W.
<br />SCALE I/4--1' SCALE I/4`.I` ^•`•G ar ll)RID `1�4. -.
<br />!r d Ol/2TfN0t0
<br />Srl •
<br />..
<br />hA r, N t y GLOBAL PROTECTION PROD!lCtS, LTC. DALE:
<br />(L E C 0
<br />Ilrc.
<br />AJ HF FN,I{M i Sam S.W. a/ SLAW
<br />TALK TESINB k RNt RgIIPAHIT gAVw. rl wr1
<br />! 2d•'4�
<br />N`..a. tta t.1r laA uAArt aNONAA I af,N 20-175
<br />am nt-OAP a.: am A7t.IA1 FNO-L (W>A)M-?SW to 05a)814-37i7
<br />/ I,OM"4.0'K ol.ww NA:
<br />G-m68719 tM deer
<br />P£ �M✓9tRA111N1W [ APLIER A no J _ P.E.. KA ,Fii -
<br />Nt >IW[7 B K IB
<br />MAXIMUM AI DESIGN PHESSURE INg (R.s.f.) AND CQRRESEONDING MAXIMUM ASHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL rl'j INSTALLATIONS INTOO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX, AS.D,
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING MO ED. - AS SHOWN ON SHEETS a & 7
<br />A"tICABLE
<br />#0
<br />1F1WA
<br />/ t ANY
<br />C�OF THEM
<br />M
<br />PANEL
<br />LENGTH
<br />It*tP.R.R.)
<br />III
<br />TAPCON
<br />TAG WK V
<br />PAFEI.MATE
<br />FEMALE IO
<br />PANELMATE
<br />PLUS
<br />WOOD DU51p((G
<br />,r
<br />13"
<br />3
<br />13^
<br />Tr
<br />1w (TOP)
<br />t "
<br />3
<br />1
<br />3
<br />( olRi
<br />a ! 2'
<br />/
<br />_s•15'3
<br />_
<br />61 2"
<br />/
<br />1'
<br />e 2
<br />/
<br />6 Ile
<br />f
<br />i /Y
<br />tTDP)
<br />LESS
<br />_
<br />B
<br />--
<br />13
<br />u
<br />.
<br />_
<br />e
<br />e
<br />_. .._
<br />+i
<br />a
<br />8 ifl'
<br />B
<br />e
<br />1 _
<br />a
<br />_
<br />12 7/2
<br />6 ,/4
<br />___
<br />_' 13
<br />t)
<br />51-)
<br />_._Lass3w)a
<br />OM
<br />OR
<br />LESS
<br />e"
<br />a
<br />13' _
<br />(TOP)
<br />/.,��.�..��
<br />11*-Ir
<br />13'
<br />B T/Y_
<br />W (lOR°)
<br />-._
<br />Ir
<br />13,
<br />�t3•
<br />13'
<br />_ 1.
<br />__.
<br />1w (wrio E)
<br />6 1/2'-
<br />_
<br />6 1/2'-
<br />6 t/Y
<br />_13
<br />6 1/2*
<br />6 1/2'
<br />~P
<br />20-(top)
<br />V.-.._
<br />-
<br />6 1/4•
<br />12 �j2'
<br />1J/• i6
<br />-
<br />OT
<br />(8•)
<br />>5'-0'
<br />4 if2'
<br />a"
<br />5 //2'
<br />6 1/2'
<br />-
<br />.�-�
<br />iW (TOP)
<br />14-e
<br />4 11r
<br />V 1/2`^
<br />7"
<br />7'
<br />3W (80TPOA)
<br />,0 tfr
<br />_
<br />9 7f2'
<br />7Y•
<br />--.. IY -
<br />--4;---
<br />6 I/r
<br />w mp)
<br />4w [BOTTOM)I.
<br />_-•„ 1j.
<br />Tie
<br />_.._ '1. __
<br />�3•
<br />SEE TABLE /1 FOR MAX. A.5.0. DESIGN LOADS & MAX. PANEL LENGTHS WPF7N SPACER01 r,1
<br />- USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 f
<br />MALE A.S.D.
<br />DESIGN
<br />PRRATINGESSURE
<br />(p.a t.)
<br />MAXIMUM ANCHORS 9P'ACNG FOR E.D. - AS SHOWN ON SHEETS 6 It 7
<br />APPL.Ki1BLE
<br />Tr1
<br />/ 3 ANY
<br />�M�1LL
<br />NARIMIM
<br />PANEL
<br />LENGTH
<br />(it.)
<br />TAPCON
<br />LAG SCREW
<br />PANEUMTE
<br />FEIAALE fl)
<br />PANELMATE
<br />PLUS
<br />WOOD BASHING
<br />tr
<br />Ir
<br />13'
<br />,r
<br />13'
<br />Iw (HOP)
<br />ILO
<br />_
<br />I3
<br />_
<br />3
<br />-
<br />Y
<br />-
<br />I3
<br />B
<br />t t0f701N)
<br />a 1 2
<br />6 1 r
<br />a, 2
<br />6 i 2
<br />a l Y
<br />/
<br />zw Me)
<br />T
<br />7 --
<br />1 /2 _..
<br />ll'
<br />7 1/1'
<br />a`
<br />..... ---..
<br />I.t'
<br />7
<br />6 _
<br />r
<br />9•
<br />e,
<br />_ -
<br />13'
<br />1 / 2
<br />2 1
<br />B
<br />- -
<br />6
<br />T S
<br />_
<br />/ 4
<br />- . --
<br />. - -
<br />I S'
<br />90R
<br />!!-LOT-*!
<br />30 tw)
<br />LESS
<br />(know)
<br />]W eonaM'
<br />----
<br />w _
<br />tT�
<br />+45. -45
<br />To
<br />+75 -75
<br />-
<br />_
<br />--_-
<br />_.__t
<br />_ _
<br />NW BOTTOM
<br />13'
<br />13`
<br />13"
<br />Ir
<br />to'
<br />Iw (RP)
<br />_
<br />Tr- ..
<br />_
<br />... ..13'
<br />_ _
<br />,r
<br />_
<br />_ 6 1/4•
<br />Iw (BOTTOM)
<br />I—-73'_
<br />e,/2'
<br />-Ti-
<br />t/Y
<br />a if2'
<br />_
<br />b 1/2•
<br />B ,/2"
<br />w (TOP)
<br />-
<br />_
<br />a t/1`
<br />12 1/2'
<br />6 1/4'
<br />-To
<br />(BUTT!)
<br />>5' 13-
<br />5`
<br />---
<br />5 2
<br />9'
<br />--
<br />a'
<br />-
<br />SBO70M)
<br />1J'
<br />12'
<br />W13`
<br />V
<br />_
<br />5 r2
<br />(7aF
<br />_
<br />t3`
<br />_
<br />13'�
<br />Tr
<br />13•
<br />_.TO'
<br />4W (BOgMIi
<br />- C' SEE TABLE #i FOR MAX, A.S.D. DESIGN LOADS & MA)(.. PANEL LENGTHS WHEN SPACER IS USED,
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />T N&AIL
<br />A
<br />A.S,O. DESIGN (.DUD
<br />MI PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8`
<br />> 40 PSF TO 50 PSF
<br />V-2'
<br />> 50 PSF TO 60 )>SF
<br />5'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE F ALE10 OR PANEL MATE PLUS
<br />ANCHORS & Wf StoliillttAMI 1/2' O.C.
<br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. AS.O.
<br />PRESSURE DESIGN
<br />RATING
<br />tp
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MR E.D.
<br />PER SCHEDULE
<br />BLOW
<br />47OPFL1CbBLE
<br />A
<br />MAXRK/1I
<br />L.ENCTH
<br />(iL)
<br />OAK, ASD.
<br />DESIGN
<br />RATING
<br />(p4.
<br />MAX"
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />�MPLKABLE
<br />wr"m
<br />A
<br />O
<br />THEM
<br />MAf1MUM
<br />PANEL
<br />LENGTH
<br />()
<br />---TAPPON
<br />SOUO-SET
<br />PANCILIANI
<br />PLEA
<br />IF
<br />7AMAC-10410t
<br />OALK-IN
<br />TMOON
<br />SOLID
<br />-SET
<br />TE
<br />0
<br />PANIXMAIE
<br />PLUS
<br />2yNC-KNUN
<br />CALN-IN
<br />W
<br />W
<br />dommmtr
<br />J�nm
<br />To
<br />aalwW rE.
<br />W
<br />COMBINATION
<br />W
<br />W
<br />Waa,v
<br />WCONCRETE
<br />wmw
<br />R
<br />+45, -46
<br />L
<br />I 13"
<br />U'
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />13`
<br />Ir
<br />. 13,
<br />1r
<br />Ir
<br />I (ToP)
<br />W
<br />LESS
<br />+45. 11
<br />,asTD-as
<br />13`
<br />13'
<br />Ir
<br />Ir
<br />3'
<br />I}-
<br />it
<br />13'
<br />tr
<br />Ir
<br />Ir
<br />tt 1/2
<br />1 Op)
<br />OR
<br />LEss
<br />13•
<br />t
<br />A 13•
<br />13•
<br />-
<br />13'
<br />13•
<br />73"
<br />13•
<br />13-
<br />Tr
<br />#}'
<br />t}'
<br />�.
<br />tY
<br />i (BOTTOM)
<br />13"
<br />a ``
<br />S
<br />-
<br />tr
<br />13'
<br />T '
<br />3
<br />I "
<br />3
<br />lr
<br />, '
<br />3
<br />r `
<br />3
<br /># '
<br />]
<br />t •
<br />3
<br />t1 r 2
<br />/
<br />1 BOTTOM
<br />(BOTTOM)
<br />1rr+r
<br />1 r
<br />�r
<br />i t3'
<br />r
<br />#3`
<br />-IJ-
<br />t3'
<br />fr
<br />73'
<br />13•
<br />13'
<br />Ir
<br />-
<br />f '
<br />3
<br />13•
<br />i '
<br />J
<br />-tY
<br />-�.-._--,—
<br />, '
<br />3
<br />' tr
<br />3 '
<br />tY
<br />1-r
<br />t3'
<br />1 `
<br />J
<br />2 (TO►)
<br />2 (6 rmm)
<br />13'
<br />3'
<br />'3•
<br />13'
<br />Ir
<br />Ir
<br />Y
<br />t3'
<br />1r
<br />it
<br />t1
<br />1 i /2
<br />2 (TOP)
<br />•
<br />3
<br />1 r
<br />i'
<br />3
<br />i'
<br />J
<br />1r
<br />i'
<br />S
<br />f r
<br />1 3
<br />i''
<br />13'
<br />1 3
<br />T f r?
<br />2 (BOTTOM)
<br />#3'
<br />e
<br />-. r
<br />.-IT,_
<br />13'
<br />#1'
<br />-
<br />.__.OR
<br />,Y
<br />t s
<br />i 3
<br />�
<br />3
<br />-.#3'
<br />' 73'
<br />13'
<br />13'
<br />_t
<br />f `
<br />3
<br />,3•
<br />, 3
<br />3 (RIP)
<br />_
<br />i3'
<br />,3'
<br />13'
<br />t1'
<br />7r
<br />I`
<br />3
<br />1,
<br />J
<br />1'
<br />3
<br />1 r
<br />/3'
<br />�
<br />I.S.
<br />S
<br />/2
<br />(TOP)
<br />a-
<br />__...
<br />-13:-131
<br />e_..1-
<br />13'
<br />i}'
<br />I 1
<br />x 2
<br />r
<br />a
<br />R ._.
<br />._..__
<br />TS
<br />15' 'jf_
<br />, 1 2
<br />2 r
<br />B__
<br />- -
<br />_-._
<br />•
<br />3
<br />t3'
<br />T3'
<br />6 7 ! 4'
<br />a
<br />a'
<br />..._. _.
<br />t 3
<br />13•
<br />i3'
<br />6 t 4
<br />!
<br />r
<br />-
<br />i2 } I2 "ii
<br />.}.
<br />e'
<br />8• ..j._
<br />i
<br />Z 2
<br />!
<br />I e'
<br />I - M
<br />a
<br />a`
<br />a
<br />-
<br />.�_.
<br />3
<br />t
<br />3
<br />11°
<br />-.._
<br />a t 1"
<br />!
<br />a
<br />a'
<br />_._.__
<br />t +
<br />3
<br />13
<br />,3'
<br />b i/4"
<br />b t 4"
<br />/
<br />` �'
<br />7 1/2
<br />-
<br />.._.._
<br />f t3
<br />-
<br />13'
<br />I3'
<br />6 ifi"
<br />3 BeTTOK
<br />( )
<br />t-�-
<br />(*ar)
<br />(BOTTOAD
<br />.....__-_.
<br />S (TOP _
<br />)
<br />(8D1tOM)
<br />8 fieP3 _
<br />a a0'IT.«3
<br />2 /2
<br />2 1 Y
<br />S
<br />/2
<br />2 2
<br />/
<br />6 1 ! a"
<br />6 1 4'
<br />!
<br />3 (86RW)
<br />6'
<br />a'
<br />.�_..--..-
<br />I3
<br />_
<br />i 3
<br />11' __
<br />1
<br />S /Z
<br />-
<br />{ I3'
<br />t J
<br />,]'
<br />-a"
<br />r
<br />-._
<br />1 3
<br />t 3
<br />-Tr—
<br />a'
<br />___..
<br />1 }
<br />1 3
<br />Ir
<br />n"
<br />t'
<br />_.__
<br />_ IS'
<br />_
<br />tJ'
<br />13`
<br />i
<br />a !2
<br />-
<br />-_._
<br />_ 13
<br />, 1
<br />I}'
<br />e'
<br />B�
<br />.._.._._
<br />_ tr
<br />1r
<br />1
<br />.__.
<br />7 1 !2
<br />HILL-
<br />t }
<br />- i S
<br />tr
<br />a
<br />t•
<br />___
<br />,3'
<br />_
<br />,3'
<br />_. 13' _
<br />i
<br />e_
<br />_
<br />_
<br />1r
<br />t 3
<br />3 1S'
<br />__._ ..
<br />e'
<br />t
<br />_ _--.,-.-------
<br />-
<br />�r
<br />1
<br />IJ'
<br />$ 1f4'
<br />S'
<br />_
<br />4 (raP)
<br />4 m'.0
<br />__.._.
<br />73
<br />-
<br />13
<br />_...__
<br />t t
<br />�"
<br />3
<br />t3
<br />t ]
<br />_..____,
<br />t'
<br />3
<br />--
<br />i 3
<br />13'
<br />_.- y.x-
<br />11 12
<br />!
<br />—,.------
<br />1/ I ! 2
<br />ti 1/2
<br />n t f4'
<br />OP
<br />(-FOP)
<br />5(BOTTOM).
<br />6 (OOP)
<br />6 (BOTH.«)
<br />t3
<br />$ t/4'
<br />it
<br />m..� ..GILL
<br />i 13'
<br />„'
<br />___
<br />' -
<br />_
<br />a 1!i•t6
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<br />9 tj3
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<br />9 If2
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<br />SEE $EYT it FOR ANCHORS TYPE t SPACING FOR 9157SALLA11Ot16 INTO WOOD FRAME 9OtDN64.
<br />e LMNW.M ANCHOR SPACM AN MMBJtt EDGE OWMICE ARE. INDICATED ON '00 SCHEDULE FOR E-0.
<br />Lm THAN, oataym ON 6aNEIru REDUCE ANCHOR SPACING IT MULTIPLYING SPACING SNOWS ON
<br />SCHEDULE IN THE FOLLOWING FACTORS- FOR THUS OPERATION M BE POSSIBLE. REDUCED SPACING
<br />DBTNNCO USING FACTOR WILL Not K .[9S THAN MINIMUM SPALTNG WKJLIED TOR EACH ANCHOR TYPE
<br />ON THIS son" .
<br />t/i
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<br />t/1'4
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<br />ANCHOR TYPE
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<br />3
<br />3
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<br />2 1JY
<br />3 'a
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<br />SPACINGS ONLY VAUD WHEN SPACER' t5 USED. SEE Tjl@I 11 FOR HAW(. A.&D.
<br />DESIGN LOADS & MAX. PANEL LEN�TFr5 WMEN §PACER �T IS USED
<br />TAKE &I A
<br />AS.O. OEM LOADAW"
<br />PWIEL
<br />LOOM
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<br />> 40 PSF TO 50 PSF
<br />6`-2`
<br />> 50 PSF TO 60 PSF
<br />V-10"
<br />A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS
<br />Wf SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C.
<br />.--_ __. -_ _ _. __-. _. -. .ANCI10R5 tW SECT04 t ALTERNA1I ON SHEETS 13. 14, 15 *16)..- - _
<br />3" wx• R-IA/t3, R-2A/13• R-3A/14, R-18/13• R-28/13. R-38/14,
<br />D.M.,n, R-IAW//5, 11-2AW/15, R-3AW/16. *R-18W/15, R-28W/15, R-3&W/16.
<br />(i)e4) _ -- -
<br />0 0 0 0 0 0 t
<br />---- ---'---
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<br />i DYER V-6
<br />7
<br />1 !
<br />REGULAR STORM PANEL REGULAR STORM PANEL I 6'-6' O +40.0. -40.0 PTH
<br />I I W OYE)U.FAP YW PAREI. LENGTH BCE ( / T)
<br />,
<br />f� - __ ---------------
<br />T-B' O +60. -S4.o .at.
<br />tJFE SAFELY STORM PANEL 0. P
<br />_ OYERIM 1 PANEL tENGOi Bf%.
<br />(MHO T)
<br />r __ _ _
<br />A
<br />A 11 USE 2'-W MN. PANEL LENGTH
<br />I 1 4Y-2DK1 • . - - - - . .. - - ...
<br />i
<br />j AT ALL. IA�WRNiNGS
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<br />_ - AT . VERLAP
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<br />6
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<br />.-. -._.-____-- ... .___,_.ANCHORS (SEE SECTIONS & ALTUMATIV€S ON SHEETS 13. 14. i5 &t6) _. - .. _
<br />1/e MAx. GAP
<br />LIFE SAFETY STORM PANEL ELEVATION (t)
<br />SCALE i /4 ,
<br />'- STORMPA>EL (AIM GEIaaP -1 tcu tWILEN) 10, 24117^STOREGP PANEL
<br />... -' --- -_ _'
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<br />e ____ :- -n.__ `_rem-,.e _ :__: _-_._.____ -I--- -
<br />-_________-=�__ _ - _ - __ __ ___ _ _1trN§- g
<br />LIFE SAFETY PANEL Va', * : * a FLORIDA BUILDING CODE (Non Ni h VelocityNUTFIcarm
<br />R �a�FS ..
<br />D+Tto►' .�w r `°PF0IAEca "` 24 GAGE GALVANIZED STEEL STORM PANEL Du
<br />F�
<br />SECTION A -A ! CtiG �rt JIG
<br />GLOBAL PROTECTION PRODUCTS. LLC. °7!'
<br />---- NBC S.W. 51 symn
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<br />f I.- . u6w Wn-PAW . M . t m-,Mat WOK: (m)m-nw HAx tw)BY-tl707
<br />MAXIMUM A.S.R. DESIGN PRESSURE RATING (73 a f ) AND CMESPONDING MAXIMUM ANCHQR SEKING
<br />(VALID ONLY FOR PANEL(t INSTALLATIONS AS PER SECTIONS 3 THRU 6. ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />RATING
<br />MAXIMUM
<br />AN
<br />SPACING
<br />FOR
<br />Mt/ E.D.
<br />PER SCHEDULE
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<br />10
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<br />73'
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<br />is,
<br />T S•
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<br />13'
<br />*
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<br />73'
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<br />SEE SIM I I FOP ANCHORS TFFE t Y'APNO FOR WSUAJAT101a WID WOOD FRAME t1RDOM
<br />. WK,Uw ANO41R SPACAKIS AND tefthet ROUE DwANa ARE No"Im ON TIE so aum FOR ED.
<br />LESS TWO NNWATO1 ON SCHEDULE REDUCE ANONtR SPAC00 BR MILTIPUR14 3RACRa SHO1* ON
<br />ISKDIRE of ne FOLWWRR FACTORS FOR T/9 OPERATION TO K POORL FID ICfb SPA M
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<br />SPACINGS ONLY VALID WHEN SPACER IS USED, SEE T�(BtE #1 FDR
<br />DESIGN LOADS & MAX. PA&1 WHEN SPACER a IS USEn.
<br />TAL JI A
<br />A.SD. DESIGN LOAD
<br />Mk%MM PAIN i1
<br />Loam
<br />40 PSF OR LESS
<br />V-8`
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5•-101
<br />A MAX. PANEL LENGTHS ARE ONQ VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1f2" D.C.
<br />INSI
<br />INTO
<br />LWIN DETAILS
<br />POURED CONCRETE
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<br />REQUIRED.
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<br />0 REGULAR PANELS
<br />WALL MOUNTINGS
<br />SCALE 3/8-I-
<br />SEE 'SHEETS 15 ! ib RR
<br />ANCHOR 1M
<br />t"'P
<br />TYPE & SPACING FOR RSTAUArows u1TO
<br />IAPCOM
<br />__
<br />IN1AAfIN "No"" YANG (W)
<br />3
<br />W WOFAME BUILDINGS.
<br />MNMUM ANCHOR SPACINGS NO MOMW
<br />-AWAMIAWFM aRAFNFA (RA)
<br />We'—ft t,l -.;;MA 0. oA)
<br />3
<br />MOE INSTANCE ARE NOG7EO ON Tay
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<br />! 3
<br />AORPI MM OMM W
<br />I4011OR
<br />BY MNLtIPLYPW SPMNG SNWwM aN
<br />SCHEDULE BY THE FOLLOWK FACTORS
<br />FT1R IRS OPERATION TO 8L POSSIBLE.
<br />I ,/2`
<br />A.
<br />REDUCED SPACING MAP" USINGY
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<br />�, ... - -
<br />__ _
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<br />0 REGULAR LS
<br />WAIL MOUNTINGS
<br />IKNtNNHG•- SCALE 3/6-,"
<br />CfIKCREIE DR . 0
<br />CONCRETE BLOCK
<br />IREWR[D.
<br />_ C1
<br />"I"
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<br />i DK SHEET 12)
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<br />INSTALLATION DETAILS FOR UFE 5M Y EANELM INSTALLATION DEJAJU FOR LIFE SAFETY PANEL 111 INTO WOOD STRUCTURES
<br />INTO POURED CONCRETE OR CONCRETE BLOCIS�STR i Ti, REi iNTQ ►QOD STRICTURES
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<br />1 IF (`j _I 1R{{ _-..I 11 r✓ T ,PANEL LENGTH ON SNtET' 72) I I ON SHEET 12) it ( PANEL LENGTH (SET ELEVATION
<br />p TO OU55. ... I p ,. . _i _! I - -;t _ .G __ - !(SEE ELEVATION p - - I -•.. =-_I'll- =,f+� - r .._1 � (SEE ELEVATION 1 .R __ i
<br />_. _I II - 1 __ i _ . + (SEE ELEVATIONp._I-(7N SN€ET 12)
<br />a1 ___. - )---- ,I I 'ION swm 12) R L. i I._ 1 1' M ( 1--T ON SHEET t2) I I «- -=d -- __-;r:- _ aw sHEfT i27 I, -. 11- - -----..._:I Cn
<br />f1 t 1 �::_./ ._. ' "_ `"1 I ;n. 1 Y n°==- i% -- t_-- A � I E r r
<br />i O-- -SEPARATION --- I _ __
<br />t , I � !I .. , 1 0 1' MA,. I _ �f'i W TO GLASS 1 I t.✓) 0 t• Mn. I r' I_. __
<br />1 112 {{ I II"-•`SEI- M t a--.sEPARATNXR __ , ram/ tl t3- 1 I. FAn. I , - 1 ti
<br />'� (, ' I 1) • , N11 [ I'(, 7 : a TO GLA96. 1 1.17 - 0 TO GLASS I r-1 +0N R 0 SEPARATroO - I � I(----SEPALiTx3K_.... 1 f- f•D I 1' Mn.. 1 { - f`-
<br />' 1 i'~ ! 6• Nr 't t `-•' fr I - .,--) i {-, $• + L-�--, i L!2 To CLASS. , 8 � 'j a. a0 ro Goss I N i.s DTI----sEPAr . 1 +! V
<br />L -
<br />ExISYNNG POURED, E'$a ( 1 Ex,STNG PoUfly: 0 I E s j p _____7 t C* , I 1 I t 1 I U2 1 ,,,� n•
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<br />CONCRETE OW . '. (D
<br />r- I - -.. , LOKCRETE OR -; . - - 1 CO. .. � I 1 3 i/2' . F - G- ' V2 ,J1 :. I . '" --__ - _. i I . GILL . _ L__ _fl 141
<br />CONNCRETE aLrJdr T `R* DLwDRfTf BwOa ;, g ! _ , a . ' •' , - f ' i { �� 111 C4 - -T - '1�-" e.�.�
<br />REQUIRED. ,; - I a t/Y = REOUIR€D. A '. /� - 1 OILYaI01 E A I I - - : ' ED ! ie W t!1 ,3G EN i e a Tfl ac
<br />EO. '— T.. ' ED.- # I f�. _ /2' t�y_ a. N I I 9 iD t'�. V
<br />I , I � 4 _ A • I - ` • 1 - . -I -wf%l MS EQ. _ i _ .. i 1 1 t I ( N
<br />_ -.. _ R - -_.. _ _.__._.' G•-� siais,jeax. -'I. 1/2' p,a_ I EO _tea _- ___ - ---1 y4 __. _ _ 7_. _..
<br />B ( �:./} _ LJ PLATE WL1gD. . •` 1 1 MIRK N> i
<br />1/4.0 PANfLMATE PLUS ,:: �:. t/a'i PANFIYATI 5 �� '� �� 9J4.4 TAPCTXI -. .. 1G•4'i TAPIXRI REQUIRED •I �4.0 TAFCON 2'A4' WOW ,:. 1, 17 VC PLATE WOOD - PLATE WOOD.
<br />.. 7 -jj
<br />Cu Dee.
<br />ANCHOR tl 12 1/2. O.0 ANCHOR (BEYOND) 1 , ANCNEOt O I. O.C. AX>gR a 9' D£. ,. �. _- ANCHOR O 9' O.C. PLATEREQUIRED
<br />1 ! Si1RCOEREO W/ STUD I: STAGGERED W/ STUD REQUIRED ANCHOR OD O.C. RfWIRED I _ 1/4'0 Pi1NELMATE PLUS _ _. .1/a"a PANELMi PLUS
<br />WALL MOUNTENGS Aa *CCD !__- R`x4` ROW W 12 /a o.c. ) e 1a / o.c
<br />( 1
<br />- 1..`
<br />SCAT Ala-t" i .m.TE e .`. PLATE AFKNRR 1 iMRCNDR 1 Y
<br />ISVC SHIM NSTALLATIONS INTO two{ip W.-ORS TYPT t YAIxIm FOR ».• _..... -- REOUIRED . ,• -- REWREa - Cn
<br />MN KUM ANCHOR sPACN6S AO "IMUM EM OSTA CE - •,.. - __ . -3A1 - . -. ,/ •
<br />ARE NOWO ON THIS SCHEDULE IN E.D. LESS THAN
<br />FOLLOWING FAcrod. FOR THIS OPERATION TO M POSSO LL Sffl4wa REGULAR PANELS �;,,,L� , M
<br />AING" D ON SCHEDULE WOCE "'MOR SPRING eY
<br />MurnI.YNG sPhcac "" ON SCHEDULE m THE _ _ ALIT ' AM � AEET.�.P-3q
<br />REDUCED SPACING MAN" O'er FACTOR WALL NOT ME • - ` BWIBW
<br />LESS THAN OWN" SPINDW NOKATEO FOR EACH ANCHOR NN "'
<br />NItN,1,N/ H !N NRHA
<br />00
<br />INS SPWPULU
<br />HYPE AW1gII its +174t�r •�, EP• A: T..... WALL � A%I.
<br />. TtL j f 1KA{ sr,.uE S/�NT.iNGS ?l1k' GENt, rf T 4`�s W
<br />UPOON,PUB�:. 'yyGENs�( ..� �k T� s
<br />NWW UNL NKNO woo DN) t t ? fLOR1DA BUIND)NG CODE Non Hf h YatocN NUrr)eanr Zom yt.. BENS FLORIDA BUILDING CODE Mon Ni. h YBIoeRy HuFrit:ant Zont ,6 . • 44167 s FLORIDA BUILDING MOE (Non MI h Velocity Nu Care Zone
<br />'eIAWMTNMa L•AnrWts Hwl 3 3 = * ; * • # = Wt0 n1tGp. 1K. 24 GAGE GALVANIZED STEEL STORM PANEL F>. - a axaxB nT13:o. INC. Fx. MOTEL, 22 # I. M + mi m.. WD. rr
<br />aARIn BALE ttns>,►aaa D+I 3 =If2 - : 7: 1. INSTALLATION ARE ONLY VALID FOR AS.O. DESIGN Z • •,#3 /. INSTAUATION ARE ONLY VALID FOR MAX. A.S.D. $ STATE OF 4 c
<br />DOWN M. = ( , 44167 : i 24 GGM# GALVANIZED STEEL STOtNM PANFl DRINK IN, tc 24 CAGE GALVANIZED STEEL STDIBII PANEL
<br />LTG g„
<br />JCWYL �l LIt911Q �W FAaroR S •q SLATE -- ., s. _ 1 * * -- n2/2T/1 F gS .Q. F• --' Nor, D2/17/3*20
<br />•p'• _ - r Dtft E," PRESSURE RATINGS (p.s.() AND PANEL LENGTHS As •, - DESIGN PRESSURE RATINGS (pa. AND PANEL .• t?'• ZOR. •^� .� � Z
<br />, yr a� - c pR.- FLORI4P , - ILL E C O rrre_ GLOBAL PROTECTION PRODUCTS. LLC. DIE: PER ELEVATION QN SHEET to i STATE 0 . III. E C O Irte. PROTECTION PRODUCTS, U.C.AFL ) F y GLOBAL PROTECTION PRODUCTS, U.C. ,RIB
<br />Iy 7.� - - LENGTHS AS PER ELEVATION ON SNEEF 12. I� rtc
<br />_.._ _..... - pl, _._ F IWMT EK n" t amomwWOAG F30TMY 4pOD 3.w. sl SIPliT 2. FOR NEW w000 FRAME CONSiRucT30N: wQDa ,ayL� - t D AMr SIDS S.W ai si'RifT 1� Z
<br />/•• ���� ,-��_ �l 1x/•••••• �� _ W 1MW S.M, a1 97AR
<br />t , ._.. spa fONAI E A RR 1W, r. a ,N OKWYIaW4W, W nIw nark, m 3W,a (!' A10R1t1 A^C��.®"2<J RP a a w Si tA,r IMBIa I. Atr OAR• IL 3331N 2. FOR NEW WOOD FRAME CONSTRUCTION` WOOD AA N7N AL. // SLIT n- 333ta
<br />%Y_. __._ -.a, /' f ty ,�-`// 'y,�r ._rt Ia WN. RY R.R MM4Y M6N4 W DWA
<br />aw .m M n H ILL w... L, H a1-,MI. F„ tMq nt-wT, nnK: (wxr/ lass, cu: (9aa)Ine ut7 20-r75 MEMBERS TO 8E SOUTHERN fl: Na 2. W SPECIFIC 7s R •.. _-.• „r : ovu Ao-. a r.: tat w- ® P NHE taRH11-ASRG. tAc (ImMIwnP7 20-ITS MEMBERS TO @E 50UTtdERM PINE Na 2. w SPEC FlC byNNRRN+NM+ A I I.+ lei _Ste— aH- an P aE (".)LOW -lbw FNc t1/aNeK /Ta 2O-17S
<br />—-- :'•-. . ..._ Ld .•aa.W«N.A•.. _ DE'.NSITY OF 0.55 OR EQUAL .yam .+'' .•-t a•„W+... +A
<br />3 t - ' G-Om . ie,i MMIPIr aw a — WI OWANMG IN. taA„f Woomlt -. IaWrrl. YR Nb. •. WRw, G-ma7',
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<br />4m n_w WBdT 67 1t4 0r t0 N1Mi11 TIRE/wiE YNE,p A tw.ir A., P.E Wi „-.w. OENS(TY Of 0.55 OR EQUAL es a r II�r 0NN0a,0 Im
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<br />SHEET NO.
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