|
I - Y 1� I if I
<br />QArLI T 4K L-L 11711AIIIJ QIVKM
<br />II-APILL ILIJ QILQ]r_WQ
<br />OR
<br />r�' WON FRAME
<br />a rdaum
<br />�Rl Icf)
<br />"MmAn 4- 1
<br />2 1/2-
<br />REQLAWD
<br />I
<br />AN
<br />rZ%j OR($
<br />0 izf,�f7
<br />min,
<br />VARIES
<br />a. 1
<br />57 64A, w< L 4w
<br />ALUN. ACUF OR
<br />coV is.
<br />r x e ..12W
<br />3, �"14 OR
<br />7
<br />6043-76 ALLOY
<br />2 w.
<br />2w-
<br />0
<br />T/4-
<br />- - - - - - - - - - - -
<br />M_ CAP
<br />Ile 0 110Q -4, . e . .0w
<br />0 Ir ac 3105-W. OR III)IJi-1111 AULMY
<br />C-1. A%- ~
<br />C SE A
<br />(PLAN)
<br />CASE B (FLAW
<br />CASE C (PLAN)
<br />SCALE 1/4-.1-
<br />SCALE 1/4--1-
<br />SCALE 1/4'.1-
<br />(ww'.jZ.. A
<br />avvw = g
<br />OpEweas
<br />CONCRETE. CONCRETE
<br />OR 2%C WOW FRAME
<br />x - 0.0 DISTANCE
<br />CASE E (PLW
<br />SCALE 1/4--l-
<br />2'. r. 403* 3105 Hl" an
<br />&DO-10 ALLOY COW A A.I.
<br />ALUM
<br />ANOLE WITH I/e. 1 3='
<br />TAPOON OrIZ' Gx_
<br />N.Lf Awn
<br />wj A
<br />P&UM CONCRETE. CONCRETE
<br />BUICK OF 2"* 10000 FRJAW
<br />REQUIRED
<br />CASE D (PLAN)
<br />SCALE 1/4'-1"
<br />SOUD-SET OR CALK-04
<br />O.00 PAMOLMM
<br />a=' on
<br />OR W."ID&Z
<br />Poum Cow 00 2%4' Now SM OF OPEWAC ON
<br />CONCRETE SLOCK VARCS Few REMXKD AS App-r-AMILE
<br />2*.* 000D Fit" W.
<br />RIAURM
<br />Cl
<br />3/4' Ula
<br />P-VAUM. 10
<br />OR(t
<br />VAA. (41" CUT cc "MIJ
<br />---- -------
<br />11 �X"00.0 0.0-HH"01, CASE G (PLAN)
<br />SCALE 1/4--l-
<br />V&1O FOR DIRECT MOLINT INSTALLATION ONLY
<br />CERTIFIED PANEL MISTALLATION AT WALLS W/
<br />-ACE LEVEL VARIATIMS WITHIN 3/4-
<br />t Ain AdIIA7 SURF
<br />CASE F (PLM
<br />SCALE 1/4--l-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER ALTERNATItUIES 1W THRU 4W. ON SHEETS 5 & 7)
<br />VAX. A-S.0
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.J.)
<br />WAICUM ANCHORS SPACING FOR r-D - AS SHOWN ON SHECrS 6 & 7
<br />APPLICABLE
<br />To
<br />-,--
<br />G�
<br />OF THEN
<br />LEmm
<br />"V
<br />TAPCON
<br />LAO SCREW
<br />PAMELVATE
<br />FDOLE 0
<br />PANELVATE
<br />PLUS
<br />WOOD ft�
<br />13,
<br />13"
<br />W
<br />is.
<br />to M
<br />13'
<br />Ir
<br />13'
<br />_13*
<br />13,
<br />13,
<br />1* GOTTOM)
<br />6 1/2-
<br />0 1/2-
<br />6 1/2-
<br />6 "1.
<br />6 1/2'
<br />(10p)
<br />-
<br />-
<br />a 1/4-
<br />12 1/2'
<br />a I/C
<br />(Borr *)
<br />51-W
<br />a.
<br />a'
<br />oft
<br />LESS
<br />v.
<br />so (--)
<br />Ir
<br />-Is'-
<br />13"
<br />(TOP)
<br />1445, -45
<br />OR
<br />LESS
<br />13"
<br />Is-
<br />Is-
<br />Is-
<br />13' -
<br />0301'row)
<br />13*
<br />13,
<br />13,
<br />13,
<br />8 1/2'
<br />(1-)
<br />13'
<br />13"
<br />13'
<br />a.
<br />-6
<br />wriom)
<br />1/2'
<br />6 1/2-
<br />6 1/2-
<br />-1/2-
<br />72-
<br />(w)
<br />-
<br />-
<br />4.
<br />12 1/2'
<br />6 Ile
<br />(Wrr
<br />W-O"
<br />4 1/2*
<br />e
<br />5 1/2"
<br />6 1/2-
<br />(TOPI.
<br />14-4-
<br />4 1/2'
<br />1/2'
<br />MoTmil)
<br />10 1/2'
<br />0 1/2-
<br />12'
<br />it-
<br />e
<br />-
<br />1. (TOP)
<br />13,
<br />13,
<br />/2*
<br />4w marlaw)
<br />F-SH7TABLE #1 FOR VAX. ALS.D. DESIGN LOADS & MAX PANEL LIENGTHIS WHEN SPACER " IS
<br />I USED CORRESPONDING ONLY TO ALTElfta 211f ON SHEET 6 1
<br />kIAX. AZZ.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(PA-0
<br />MAXIMUM ANICHONS SPACING FOR EZ - AS SHOWN ON SHEETS 6 111 7
<br />APPU�I
<br />A1.11041"Alm
<br />OF THEY
<br />LENGTH
<br />TAPCON
<br />LAG SCREW
<br />PANIELMAIE
<br />FEMALE 10
<br />PARELA46TE
<br />PLUS
<br />WOOD BUSHING
<br />Ir
<br />Ir
<br />13,
<br />is"
<br />iw ?;;i-
<br />Ir
<br />13'
<br />13,
<br />is'
<br />8'
<br />Iw (BOTTOM)
<br />a 1/2-
<br />It 112-
<br />6 1/2,
<br />1/2-
<br />6 1/2-
<br />(TOP)
<br />-
<br />-
<br />6 Ile
<br />12 1/2-
<br />6 1/4,
<br />2W (Wrr.*)
<br />51-W
<br />-
<br />7'
<br />-
<br />7 1/7*
<br />8.
<br />3w (w]
<br />OR
<br />LESS
<br />7 1/2-
<br />Or
<br />a.
<br />-
<br />311f (BOTTOM)
<br />13'
<br />13*
<br />13"
<br />13'
<br />Me NP)
<br />+45. -45
<br />to 7,3
<br />+75.
<br />13,
<br />lj�
<br />-Is.
<br />13"
<br />lar
<br />Ir
<br />or (BOTTOM)
<br />- -
<br />13
<br />13-
<br />13"
<br />Ir
<br />to'
<br />1w =(W
<br />Ir
<br />13*
<br />13'
<br />ir
<br />8 Ile
<br />III, (BOTTOM)
<br />0 1/2-
<br />6 1/2'
<br />a 1/2-
<br />6 112'
<br />6 1 2'
<br />(w)
<br />-
<br />-
<br />6 Ile
<br />12 112'
<br />5 1
<br />5,
<br />7 1/2
<br />7 1/2
<br />(TOP)
<br />TO
<br />5*
<br />5 1/
<br />-
<br />3W (BUTTOW)
<br />11
<br />12
<br />5 112-
<br />w (TOP)
<br />1
<br />13*
<br />to*
<br />4w Wrom)
<br />SEE TABU #I FOR MAX, A.S.D. DESIGA LOADS & MAX. PANM LOC!"HIS WHEN VACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTIERNATIE 2W ON 94EET 6 1
<br />A.S.O. DIESM LOW
<br />MkXWAJM PANM
<br />LEMM
<br />40 PSF OR LESS
<br />W-a"
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />FPSF TO 60 PSF
<br />5o
<br />5,-10,
<br />_L�J
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE aMALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ " �f$W
<br />t�m4Z_ 1/2- D.C.
<br />INSTAUATION DETAILS FOR UEE SAFETY PANELM
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-0 TAPCT_ " WIN7ED
<br />ANCHOR 0 9 O.C, A`..- tic. CONCRETE BLOCK
<br />REOURRED.
<br />Ile
<br />a
<br />LO.
<br />EXISTING
<br />w
<br />A,
<br />PAW1 LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />GLASS.
<br />-zl
<br />austam; POURD, LD.
<br />CONCRETE OR
<br />BLOCK
<br />REQUeIED
<br />vIr ac
<br />PANEUMIIT�-
<br />"110
<br />. it G,
<br />SEE 94M 15 It 19 FOR ANCHORS IYK At VACM FOR
<br />16TAUJJCMS WO WOOD ~ @L%A&'GL
<br />%NNVjA AMCHQR SPOZOM AND WMARM COE DISTANCE
<br />ARE 11W.Ans) ON INS SDIIDULL FOR Lo UMIS THAN
<br />MUM 04 DOODLU RMIX AN*W SPACM BY
<br />AAAMLYNC SPACING 3411" ON SCHEDULE r THE
<br />FOUDIM4 FACTORS. FOR INS OPIDIATION TO BE POSULL
<br />REDUCED SPACING 011VAMED UNMO FACTOR SOVIA. WOT BE
<br />LM THAN MOMMUNI VACRA AAWATCD MR EMN MOM
<br />Im ON roe SCHEDULE
<br />Dow
<br />PUB
<br />mummum. Memo WNW 00
<br />3
<br />3
<br />�..00r 1= D)
<br />3
<br />3
<br />31/2
<br />-S.4 w
<br />Ammimm"Naw
<br />Nam
<br />I vr
<br />DA,
<br />FLORIDA BUILDING
<br />i I' mi.,
<br />R-SEPARATIO0
<br />I TO GLASS.
<br />1,
<br />MAX.
<br />G* PANEL LENCT"
<br />(SEE VILEVATION
<br />ON SHEET 12)
<br />_T,
<br />J)
<br />EXISTING
<br />CONCRETE
<br />CONCRETE
<br />_j
<br />"1",
<br />0 UffiNk&L
<br />WALL MOU
<br />SCALE 3/a-i-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STOR PANEL (1) INSTALLATIQNS INM CONCREU & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.D,
<br />DEMON
<br />PRESSURE
<br />RATING
<br />MUIMUM ANCHORS SPACING FOR MIN E.G. PER SCHEDLU INELOW to
<br />APPLICABLE
<br />TO SECTIONS
<br />PANEL
<br />UDIGI"
<br />v
<br />In')
<br />AQW. A.S.0
<br />DESGN
<br />P�Mcmssm
<br />RATING
<br />(P.1)
<br />MAN" ANCHORS SPACING FOR Met E.A. PER SCHEXKU BELOW OF
<br />M
<br />I
<br />1APODN
<br />SOILO-SET
<br />PAMELMATE I
<br />FEMALE 0
<br />PAMELAIAME
<br />PLUS
<br />.
<br />ZAMIC-04AILIN
<br />- ,
<br />-IN
<br />Sow-Mv
<br />FVAALE ID
<br />ZAMAC-NUM
<br />CALK-01
<br />�
<br />K`
<br />3k
<br />-w
<br />3k
<br />To
<br />To
<br />3k_
<br />Como=
<br />_`Q
<br />3k
<br />To
<br />commm
<br />m
<br />=-
<br />OF THEM
<br />-
<br />comwm
<br />to
<br />COZEN,
<br />-
<br />10
<br />-=-='
<br />10
<br />To
<br />_w
<br />3k-3k
<br />10
<br />To
<br />OF TWO
<br />.45, -45
<br />OR
<br />LESS
<br />Ir
<br />13'
<br />Ir
<br />13*
<br />Ir
<br />13'
<br />13'
<br />13,
<br />13,
<br />is,
<br />1 F
<br />, ,
<br />W-V
<br />on
<br />LESS
<br />45, "D
<br />TO
<br />.63. -0
<br />Ir
<br />"
<br />'r
<br />13*
<br />13,
<br />Ir
<br />Ir
<br />13*
<br />'r
<br />Ir
<br />Ir
<br />it t/2'
<br />1 CrOP)
<br />OR
<br />LESS
<br />r1r
<br />13,
<br />is.
<br />Ir
<br />Is-
<br />is*
<br />13'
<br />13'
<br />13,
<br />Ir
<br />13,
<br />13,
<br />1 (Borrow)
<br />13*
<br />Ir
<br />13,
<br />13*
<br />Ir
<br />13*
<br />Ir
<br />13'
<br />13*
<br />Ir
<br />13'
<br />It 1/2'
<br />1 (90rTOM)
<br />13*
<br />13'
<br />Ir
<br />is,
<br />13'
<br />'r
<br />is"
<br />13,
<br />Ir
<br />13",
<br />13*
<br />Crop)
<br />13*
<br />13'
<br />13'
<br />13'
<br />13'
<br />is'
<br />Ir
<br />is'
<br />Ir
<br />Ir
<br />13'
<br />it t/2'
<br />2 (TOP)
<br />37
<br />1 s.
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />is,
<br />Ir
<br />3*
<br />ir-
<br />is*
<br />1Y
<br />2 (Borrow)
<br />13'
<br />13,
<br />13,
<br />13"
<br />'r
<br />Is.
<br />Ir
<br />".
<br />is-
<br />Ir
<br />is-
<br />11 IIV
<br />2 (BOTTOM)
<br />I
<br />Ir
<br />ir
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />Ir
<br />13'
<br />3 (TOP)
<br />is'
<br />13,
<br />13'
<br />13'
<br />Ir
<br />Is.
<br />13'
<br />13,
<br />Ir
<br />13'
<br />13*
<br />It 1/2'
<br />3 (TOP)
<br />12 1/2112
<br />1/216
<br />I/e
<br />6 1/4-12
<br />1/2-12
<br />1/2'
<br />0 1/4'
<br />6 1/4'
<br />J (BOTTOM)
<br />12 1/2-12
<br />1/2-
<br />5 Ile
<br />5 Ile
<br />12 1/2-12
<br />1/2-
<br />-
<br />-
<br />6 Ile
<br />6 Ile
<br />3 (SOTW
<br />3*
<br />Ir
<br />Ir
<br />1.
<br />a,
<br />ir
<br />7 1/2'
<br />j-� �)
<br />It'
<br />5 1/2'1
<br />a"
<br />w
<br />W
<br />16 1/2'
<br />S*
<br />7 1/2'1
<br />6'
<br />r
<br />6.
<br />5*
<br />4 (top)
<br />Ir
<br />=
<br />B.
<br />-
<br />4 (BOTTOM)
<br />_�3-
<br />4 (BOTTOV)
<br />13'
<br />-Is'-
<br />_13-
<br />13
<br />1Y
<br />IS-
<br />Ir
<br />Is-
<br />13
<br />tr
<br />5 CTOPI
<br />Ir
<br />Is-
<br />Is-
<br />Ir
<br />13,
<br />Ir
<br />ir
<br />13'
<br />13'
<br />Ir
<br />It 1/2'
<br />3 (TOP)
<br />is*
<br />13,
<br />Ir
<br />Ir
<br />ur
<br />Is-
<br />13'
<br />Ir
<br />13,
<br />Is.
<br />is*
<br />5 (Borrow)
<br />Is'
<br />13'
<br />Ir
<br />Ir
<br />ir
<br />is*
<br />Ir
<br />13'
<br />Ir
<br />13*_
<br />_ Ir
<br />it 1/2'
<br />5 (WrTOM)
<br />-is
<br />ir
<br />13*
<br />is-
<br />13
<br />ir
<br />Is-
<br />13*
<br />13'
<br />13'
<br />13'
<br />6 (TOP)
<br />13,
<br />Ir
<br />13'
<br />Ir
<br />3�
<br />3T
<br />Is-
<br />13'�
<br />1r
<br />Ir
<br />11 1;�P
<br />OP
<br />FCTOP)
<br />MI)
<br />i Ile
<br />i I/W'S
<br />Ij4F
<br />i 1/4"
<br />G Ile
<br />IS Ile
<br />G Wr7;;)l
<br />6 Ile
<br />6 1/4'
<br />6 1/4'
<br />6 w
<br />I -
<br />15 Ile
<br />6 Ile
<br />I r
<br />5.
<br />1 r
<br />10 1/2,
<br />1 r
<br />Ir
<br />is'
<br />-
<br />7 1/2
<br />5 1/2
<br />13'
<br />4 Ilr
<br />I (TOP)
<br />To
<br />14 '-4.
<br />13*
<br />1 r
<br />13'
<br />is"
<br />a 1/2*
<br />Ir
<br />B 1/2'
<br />9 112'
<br />A 1/2'1
<br />Ir
<br />5 1
<br />1
<br />To
<br />9-6
<br />Ir
<br />'r
<br />13,
<br />13'
<br />13*
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />is-
<br />r
<br />I (BOTTOM)
<br />Ir
<br />7 Ilr
<br />13*
<br />Is*
<br />Ir
<br />10,
<br />13"
<br />to*
<br />it'
<br />a'
<br />13'
<br />6 1 /2*
<br />1 (DOTTOW
<br />I r
<br />Is-
<br />.1 - 0 __ I/ - 2.
<br />is,
<br />r
<br />Ir
<br />7'
<br />7 1/2
<br />5 112
<br />13'
<br />4 1/2'
<br />2 (TDP)
<br />13*
<br />6,
<br />1 r
<br />Ir
<br />Ir
<br />a 112`1
<br />IY
<br />19 1/2'
<br />9 1/2'
<br />G 1/2'
<br />13'
<br />5 1/2.
<br />2 (TOP)
<br />13'
<br />13'
<br />13'
<br />Ir
<br />/2
<br />!r
<br />9 !/
<br />10 1/2
<br />7 7/2
<br />r
<br />6
<br />2 (BOTTOM)
<br />13*
<br />7 Ilr
<br />Ir
<br />3'
<br />13'
<br />1W
<br />1 13'
<br />ior
<br />11m
<br />13*
<br />6 Ilr
<br />2 (BOTTOM)
<br />is*
<br />1.
<br />13'
<br />13'
<br />Ir
<br />: :/2
<br />Y_
<br />/2
<br />10 1/2
<br />7 112
<br />'3'
<br />FI/2'
<br />I'_ -
<br />a 1/2
<br />3 Cw)
<br />is'
<br />7 1/2'
<br />13*
<br />is,
<br />13,
<br />10'
<br />1 Ir
<br />10"
<br />it-
<br />I a-
<br />Is-
<br />6 1/2-
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2-12
<br />1/2'
<br />0 I/e
<br />6 Ile
<br />12 1/2'
<br />6 Ile
<br />-
<br />-
<br />6 Ile
<br />A 1/4-
<br />3 (BOTTOM)
<br />12 V2"12
<br />V2.
<br />6 Ile
<br />6 Ile
<br />12 i/r
<br />12 1/2'
<br />5 I/f
<br />a Ile
<br />3 (BOTTOM)
<br />7.
<br />r
<br />8'
<br />5 1/2'
<br />7*
<br />J 1/2"
<br />r
<br />e
<br />4 1/2-
<br />3-
<br />5 1/2-
<br />s_
<br />r
<br />4 (TEP)
<br />f*
<br />r
<br />4'
<br />8'
<br />4"
<br />4 t/2'
<br />3 1/2'
<br />6 1/2'
<br />3'
<br />4 ftOP)
<br />-0.
<br />-
<br />15 1/2"
<br />7 1/2-
<br />4 (Do TTOIJ)
<br />L13'
<br />0.
<br />-
<br />8*
<br />-
<br />a Ilr
<br />-
<br />7 Ilr
<br />I -
<br />4 (010`11101d)
<br />13*
<br />1'
<br />1 r
<br />13'
<br />13*
<br />6 112'
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<br />2'�!
<br />'2
<br />13*
<br />a 1/7'
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<br />13'
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<br />15"
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<br />I'
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<br />Ir
<br />12-
<br />5 IMP)
<br />13"
<br />7-
<br />Ir
<br />13'
<br />13,
<br />9 1/2'
<br />13,
<br />:/7 ;
<br />0 7,1;
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<br />a 1/2-1
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<br />I Ir
<br />2r
<br />10,
<br />Is'-
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<br />to 1
<br />151
<br />Is-
<br />1 Ir
<br />13'
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<br />Is-
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<br />11 IIV[15
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<br />16 1/4'16
<br />1/4'16
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<br />Sa SW It FDA AMCNM T"q At SPACM FOR WIFIALLAT06 000 10010 nVAR B"kVL
<br />~0 ANOM WAMM 40 MINIMUM EDGE USTANCE ARE 0=470 ON ?W5 SCHEDULL " ED
<br />LM TI,MN 44=10 Go SCNOXKE REDUCE AMMHOR SPAUNG IN 1AXIOLVING SPACM SHOW ON
<br />SCIMAI IMP THE FOLLMM FACTORS. FOR INS MMATION 70 IN PM� RODUCID SWOO
<br />OBTAINED USING rA" SHULL M IN LEAD THAN AMNIMUM SPACM NOCATED FOR EA04 ANCNQA TYK
<br />Ow Tim S�
<br />ANCHOR TAME
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<br />pl,
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<br />3
<br />3
<br />2
<br />1 'Ir
<br />11/7
<br />MINIMUM=
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<br />3*
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<br />SPACINGS ONLY VAM WHM SPAM(D:XE� SIE #1 FOR MAX. XS.D.
<br />DESIGN LOADS & VAX. P94M LD*Td IS USED.
<br />IML& a
<br />A= DOM Law
<br />MR)OMIUM PANM
<br />Lmm
<br />40 PSF OR LESS
<br />W-6,
<br />> 40 PSIF TO 50 PSF
<br />1'-2-
<br />5. PSF TO 60 PSF
<br />5'-10*
<br />A MAX. PA14EL LENGTHS ARE ONIZ VAUD FOR INSTALLATIONS
<br />W/ SMID SET ANCHORS & W/ Q9 SPACER AT 12 1/2- D.C.
<br />AMEHM (SEE SECTCHS a ALTEmmAnUm ON SHEETS 13, 14. is *16)---
<br />3- MAX R-IA/13. R-W13, R-U/14, R-29/13. R-311/14.
<br />.-I 41t� +R-lAw/15, P-2AW/15, a-uw/le. r 10 R-law/m mw/15, it-ww116.
<br />01
<br />0 0 0 0 0
<br />7 ------------ F
<br />I" muc
<br />L/2
<br />1 .0-20XI. S.& BOLTS WO
<br />CUSE FOR PANEL LENGTH Mo.
<br />OVER V-61) PANEL LENGTH
<br />0 +40.0. -0.0 pf.
<br />REGUIAR STORM PANEL REGULAR STORM PANEL
<br />OVERLAP MID PANII LENGTH SOLT)
<br />0 +50.0. -34.0 P.J
<br />LIFE SAFM FORM PANEL
<br />71 (wm o- " PANEL LENGTH DOLI;
<br />A
<br />USE 2*-4' Met. PANEL LU40TH
<br />1/4 AT ALL MOL'Aff"m
<br />S'S
<br />AT Eln.10 I
<br />T L/2
<br />1211 - wdf1___
<br />CHES A
<br />TION 0 UFE SAFETY-
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<br />D.M PANEL BOTTOM CORNERS 0
<br />-Cwmw-- -Omwp-
<br />or WIND ow AT EXTERIOR WIND NUT AT
<br />s- G LEFT PANEL RIGHT PANEL s: ukr INSTALLATIONS ONLY VALID FOR WIND
<br />R-IA/13, R-2A/13. R-3A/14. R_19/13. R29/M R-30/14. SPEED UP TO 170 P.h.
<br />R-IAW/15. 9-2AW/15, R-3AW/16. R-IOW/15. R-ZBW/IS, R-30W/16.
<br />ANCHORS (SEE SECTIONS & AIJERNATPAS ON SHEETS Is, 14, 15 J06)
<br />Ile MAX. GAP
<br />LIFE SAFETY STORM PANEL (j) ELEVATION (t)
<br />REGULAR 2.647' SCALE I/e-I* REGULAR
<br />STORM PANEL (MIN OVERLAP -1 WHOLE VALLEY) 0 STORM PANEL
<br />--- - ------ - ---- - -------- ------ -- --- - ---------------
<br />Ile Ir IF
<br />GAP
<br />_/ -- ---------------------
<br />LIFE SAFfrY PANIEL FLORIDA BUILDING CODE (Mon High Velocity Nu arm
<br />EXTERIOR 24 GAGE GALVANIM STEEL STORM PANEL Do
<br />Uri
<br />NA"
<br />IWECO�,., GLOMPROTECtIONPRODUCTS.11C
<br />SECTION A -A /�T
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<br />INSTALLATION
<br />Tj�
<br />DETAILS
<br />INTO
<br />FOR LIFE SAFETY PANEL I
<br />WOOD STRUCTURES
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<br />I WOOD HEADER
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<br />PANEX UNGTH
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<br />ON SHEET 12) (SEE ELEVATION
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<br />ON SHEET 12)
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<br />STAGGERED W/ SrUD
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<br />SCALE 3/8-1-
<br />WALL MCX)NTINGS
<br />It. SCALE 3111�-I*
<br />E FLORIDA BUILDING CODE (Won High Volocify Our on@ Zone)
<br />7 24 GAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VALID FOR A.S,D. DESIGN
<br />PRESSURE RATINGS (p.s.1) AND PANEL LENGTHS AS
<br />ER ELEVATION 0 N SHEET 12.
<br />PFOR
<br />.4416
<br />IN,
<br />GLOM PROTECTIION PROOLICM IMTL
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<br />P91
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANIEL(DINSTAILLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAIL A.S.0,
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />mAnm Ancom motcome FOR MAN Ex PER SCmUmAl Nam
<br />W,
<br />(m)
<br />MAX. A.S.0
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(0.0
<br />MAXIMUIM ANCHORS SPACING FOR 1810 LO. PER SCHEDULE BELOW
<br />APPLICABLE
<br />PANEL
<br />TAPODN I
<br />SOLID-SIET
<br />PAN EUL
<br />PANEU`lAM
<br />FDA"
<br />MAI t
<br />ID
<br />ZKW-KV.JN
<br />CALX_1M
<br />TAPOON
<br />I SOLO -SET
<br />PAMELWTE
<br />FEMALE 0
<br />I PULIS
<br />ZAMAC-01AILIN
<br />CAUK-N
<br />To
<br />COMBIEW
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<br />To
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<br />To
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<br />To
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<br />Ir
<br />it*
<br />is,
<br />13,
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<br />".
<br />ir
<br />Ir
<br />Ir
<br />12*
<br />13*
<br />1 10'
<br />1 CMP)
<br />5*-r
<br />OR
<br />U35
<br />+7& -75
<br />To
<br />HL-11as
<br />13,
<br />'.
<br />13'
<br />10 IIV
<br />13'
<br />6 1/2'1
<br />Ir
<br />6 1/2'
<br />7 1/7'
<br />15 1/2"
<br />ir
<br />-
<br />14 1/2'
<br />1 CTOP)
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<br />LESS
<br />Ir
<br />it,
<br />Ir
<br />13'
<br />IV
<br />Ir
<br />ir
<br />Ir
<br />13*
<br />12"
<br />is--
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<br />I MOTION)
<br />13,
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<br />13,
<br />13'
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<br />ir
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<br />to'
<br />7 1/2"
<br />13'
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<br />I (BOTTOM)
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<br />13,
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<br />13*
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<br />Ir
<br />Ir
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<br />2 CW)
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<br />r
<br />ir
<br />III IIZ
<br />3'
<br />8 1/2'
<br />is-
<br />6 1/2
<br />7 1
<br />5 1
<br />13"
<br />4 1 2
<br />2
<br />is"
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<br />Ir
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<br />Ir
<br />13"
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<br />11.
<br />13'
<br />7'
<br />13,
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<br />9 1/2'
<br />13'
<br />9 1/2'
<br />10 1/2-
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<br />13,
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<br />10 1/2"
<br />7 1/2'
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<br />3 (TOP)
<br />-
<br />12 1/2'12
<br />1/2'
<br />5 Ile
<br />5 1/4'
<br />12 1/2'
<br />12 1/21
<br />-
<br />6 1 e
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2-12
<br />1/2'
<br />6 Ile
<br />5 Ile
<br />12 1/2-
<br />6 Ile
<br />-
<br />-
<br />It 7F
<br />6 1/4 ,
<br />3 (BOTTOM)
<br />5-
<br />a-
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<br />Z*
<br />0 1/2*
<br />7'
<br />S"
<br />4 1/2'
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<br />7
<br />1.
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<br />5 1/2*
<br />7'
<br />3 1/2'
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<br />e
<br />4 1/2-
<br />r
<br />6 Ilr
<br />2 1/2"
<br />4 (TOP)
<br />4 iRii-0-mi
<br />-
<br />_T/F
<br />, I ".
<br />-
<br />a"
<br />-
<br />r
<br />-
<br />5 1/2'
<br />4 (Burnm)
<br />1,*
<br />3-
<br />13,
<br />13,
<br />13'
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<br />3
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<br />Is-
<br />Ir
<br />Ir
<br />V
<br />Ir
<br />to-
<br />7 1/2-
<br />13'
<br />5 (TOP)
<br />13'
<br />11'
<br />�,r
<br />13
<br />Is--
<br />_13;
<br />13r,
<br />13'
<br />12!
<br />13.
<br />10'
<br />Ir
<br />71
<br />Is.
<br />Ir
<br />ir
<br />9 1/2-
<br />13,
<br />9 1/2-
<br />10 1/2-
<br />7 1/2-
<br />13
<br />5 (BOTTOM)
<br />13,
<br />W
<br />13'
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<br />�r
<br />Et 3r'
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<br />13'
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<br />to,
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<br />1�2
<br />7 1 -
<br />5 1/2-
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<br />0 1/2-
<br />6 (TOP)
<br />6 Ile
<br />6 '/e
<br />6 Ile
<br />6 1/4'
<br />6
<br />6 Ile
<br />6 I/e
<br />1/4'
<br />0 Ile
<br />6 1/4'
<br />6 Ile
<br />-
<br />8 Ile
<br />6 Ile
<br />6 (00M-)
<br />is-
<br />7' 1/2'
<br />137
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<br />71
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<br />S'
<br />I MOTIONI)
<br />13*
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<br />13'
<br />13*
<br />to'
<br />13'
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<br />11'
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<br />Is'
<br />1.
<br />_13'
<br />13'
<br />10 t/2*
<br />13'
<br />6 'Ir
<br />JY
<br />6 1/2'
<br />7 1/2*
<br />5 1/2'
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<br />2 (TOP)
<br />is'
<br />7 1/2"
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<br />9 1/2'
<br />10 1/2'
<br />7 1/2'
<br />13'
<br />6 1/2"
<br />2 (BOTTOM)
<br />13'
<br />7 1/2-
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<br />13*
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<br />10 1/2*
<br />13'
<br />10 1/2'
<br />11 1/21
<br />13*
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<br />1.
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<br />is 1 /2-
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<br />to 1/217
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<br />3 (W
<br />-
<br />-
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<br />1/2'
<br />5 Ile
<br />6 1/4-12
<br />1/2-
<br />6 Ile
<br />-
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<br />6 Ile
<br />3 (BOTTOM)
<br />_13'
<br />-
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<br />- I - /2-
<br />6 - Ile
<br />' I /e
<br />12 1/2*
<br />6 Ile -
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<br />3 (BOTTOM)
<br />7 1/2*
<br />3 1/211
<br />A*
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<br />7 1/2'
<br />4'
<br />1*
<br />4 1/2'
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<br />4 POP)
<br />6'
<br />5 1/2'
<br />7'
<br />3 1/2*
<br />6'
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<br />4 1/2-
<br />3'
<br />14 1/2-
<br />2 1/2'
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<br />-
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<br />is-
<br />7 1/2-
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<br />137
<br />is'
<br />10 1/2'
<br />13*
<br />10 1/2'
<br />11 1/2-
<br />5
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<br />7 1/7-
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<br />13*
<br />10 1/2"
<br />13*
<br />10 1/2'
<br />11 1/2'
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<br />7 1/2-
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<br />13'
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<br />9*
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<br />13*
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<br />16
<br />KE lmw I I MR Ie.= Fyn a V%ow FE" -SUNI.Twe Pro "m mma "mm
<br />AMMAKUM ANOMON VACOM AND MOMMUM EDOE DWANC1 AM Mft= ON THS SCHEDULE. MR L4
<br />UM THAN INDICATO ON 504VALU *ED= ANCHN SPACING BY "TWL"W SPACIND MOM ON
<br />5011111VU In THE FOU0400 FACTORS. NO THIS UNDIATKIN TO U MOORE. OMM WACM
<br />OBTAINED LUC FACIDW WALL W BE LEMI THAN VAMM BAAEAMI MWAID) FOR EACH AND" ?1K
<br />0. THO, SCHEDULE.
<br />IC4
<br />1/4'.
<br />1/41.
<br />t/e.
<br />1
<br />ANCHOR Tim
<br />10,000,
<br />-
<br />9MA14U
<br />vgbaw
<br />OVAUE
<br />Aiiftw
<br />-
<br />VA"o-,mmum
<br />-il-Ire
<br />CNIX-40
<br />MINIMUM ANCHOR SAMOING 0�)
<br />3
<br />3
<br />3
<br />2 'Ir
<br />21/2
<br />eammom OR
<br />3
<br />3 vr
<br />I
<br />ammialazi
<br />1
<br />3 Iff
<br />3 Ilr
<br />1 1/2
<br />3 'Ir
<br />Amft m ommm mu
<br />FACTOR
<br />'Ar - �
<br />_,"`
<br />-.--7-
<br />-
<br />1
<br />r
<br />V" 11 FOR MAX. A.S.D.
<br />=AZ
<br />I- ISPACINISS
<br />ZY
<br />WX =1=? jr1S USED.
<br />INLUI
<br />A
<br />A.S.D. DESIGN LOAD
<br />WOMIUM PP)IEL
<br />LUNT"
<br />40 PSF OR LESS
<br />G.-S.
<br />> 40 PSF M 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />5*-10"
<br />A MAX- PANEL LMTHS ARE OMY VAUD FOR INSTALLATIONS
<br />Wl SOLID SET ANCHORS & W1 " SPACER AT 12 1/2' D.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I/ef 1APC04 ED 1/6-0 7 1/4-0 tAPCON Etumem; POURED 1/4-0 TAI-CON 10
<br />ANCHOR 0 9* 16. - C "OR -r- ZrIlV, ANCHOR 0 ro.c.- CbNCACTE OR ANCHOR 0 9' D.C. vmro.
<br />CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK
<br />REOUARED. REQUIRED.
<br />% 4) 4)
<br />Ile 've Ile
<br />Ile
<br />*w MAX
<br />LD, E.D.0
<br />01
<br />mio,
<br />9 00
<br />To CLASS. SEPARXIM30- I
<br />GLASS To GLASS-
<br />T A-
<br />.1 4 t
<br />EXISTU49-41
<br />GLASS At
<br />em no Fees.
<br />1) Loam amQt r-41
<br />6' PANE LENGTH
<br />MAY- Mw
<br />I PANEL LENGTH L 11 PANEL LENGTH a- -L' MAX
<br />(SEE 6- PANEL LENG11-
<br />(SEE ELEVATION N ELEVATION (SEE ELEVATION 0 (SEE El"ATION
<br />ON SHEET 12) ON T ON SHEET 12) ON SMEET 12)
<br />1. v SKM 12) 1' Min
<br />Min.
<br />V-SEPAPAT04
<br />0 TO CLAW.
<br />oil
<br />L/2
<br />L/11
<br />4)
<br />E.D.0
<br />0 2 vr at
<br />De ED It ED I
<br />3/4' ED I . . . . ED,
<br />1/4-0 TAPCOW TAPCON I/ef TAPCON 1/00 TAPCDN
<br />ANCHOR 0 9* O.C� ANCHOR 0 9" O.C. ANCHOR 0 9' OX ANCHOR 0 V OC
<br />DUSTING PMED CONCRETE OR EX=WG POURED CONCRETE OR EXISTING POURED CONCRM OR EKSTING POURED CONCRETE OR
<br />CONCRETE BLOOK REOLORED ZONCRETE BLOCK kEDURED, __0DNCRETE BLOCK REQUIRED TONCRETE BLOCK REOLARED
<br />SEC1[DXJL-2A
<br />IERGUMAELS 0 &9*WANfL 0 IRWIr Lith PAA 0 H&HEANIEL
<br />WALL MOUNTINIM WALL MOUNTINGS
<br />SCALE 3/8� I SCALE 3/6-1-
<br />SIX SHIM IS & If FM ANCHORS
<br />No= TIRE
<br />_i/e,
<br />rfK & SPACING FOR MISTAULAMONS INTO
<br />IMAM
<br />M.WAU mmm wvcm (w
<br />0000 FIIAK NUILDIM
<br />MK%Wm ANCHOR SPACOM me w�
<br />%MCHED0U'T.*F"0Rn=W.=TED
<br />ON SCHMME REDUCE ANCHOR VACF4
<br />my
<br />SCHEDOAX BY rA1 FOLLOW= FACMn
<br />IN=
<br />0,311
<br />FOR ING OPERATIDIN TO X POSSMJL
<br />REDUCED Sweet OBTAINED USING
<br />FACTOR SMALL NOT of UISS T�Ahf
<br />- - - -
<br />a Ilr
<br />- -
<br />ul
<br />moo" SPACM mw-4tm FOR Ew"
<br />ANCHOO rvp[ ON "a so"Ok"
<br />1
<br />3 1,W
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS FOR UEE SAFETY PANEL C1
<br />INTO WOOD STRUCTURES
<br />HEADER
<br />OUIRED
<br />4 0 1& CON
<br />or D.C. D.C.
<br />20
<br />1/4' Ile
<br />2* 2-
<br />�wx_
<br />RL A
<br />mv�
<br />I
<br />I v, not 0.0
<br />'L* MAX
<br />L PANEL LENGTH
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />It 1 (SEE ELEVATION ON S"m 12)
<br />ET
<br />ON SHE it) 0"
<br />a
<br />A* -01It TO GLASS
<br />IT
<br />V
<br />It 6 u Ito eaw-
<br />EQ.
<br />--I EQ.
<br />2'.4' WOQD 2-.4- WDOQ._
<br />PLATE PLATE
<br />REQUIRED 1/4-0 PANEUMATE PLUS REQUIRED
<br />PARELMATIE Pt
<br />.1/4-0
<br />ANCHOR 0 12 1/2- TIC, ANCHOR 0 12 1/1' O.C,
<br />Al
<br />fff Affl I V
<br />0 HEM AM 0 S%hANTL
<br />.'o '.,00
<br />WALL WMI[TINQ
<br />SCALE 3/3 1-
<br />44167 FLORIDA BUILDING CODE (Man Mgh Velocity Hur cant; Zone)
<br />Norm: a
<br />?�
<br />1 24 CAM GALVAN= STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. It % STATE OF MIAMI 10,
<br />DESIG MAIJIL PROTECTION PRI)DUCTS, 11C.
<br />N PRESSURE RATINGS (p.a.f) AND PANEL 11LIECOINC om
<br />LENGTHS AS PER ELEVATION ON SHEET 1IL ;.f4oR -
<br />= &W 51 ITTRED
<br />�C&,/
<br />,ill, !'.�N A. MOMA'ANY
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0_ X V`Mmm - AMME, FL 33314 -175
<br />MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC .miwtoo 9 p"aw 20
<br />DENSITY OF OM OR EQUAL
<br />11, SON,
<br />C/)
<br />-00
<br />>
<br />0
<br />0
<br />2
<br />CM
<br />CIO
<br />0
<br />Cn
<br />"C-n
<br />=3
<br />CU
<br />0
<br />-CU
<br />0
<br />M
<br />0
<br />ICU
<br />;>
<br />Cn
<br />Cn
<br />0
<br />0
<br />C:L
<br />co
<br />- 6C -00
<br />0-
<br />z
<br />z
<br />w
<br />mi
<br />AIR
<br />)
<br />CL)
<br />LLJ
<br />C3- !Z
<br />E
<br />E
<br />C/)
<br />0
<br />L_
<br />CL
<br />CL
<br />C90
<br />0
<br />L_
<br />0-
<br />L)
<br />(3)
<br />U)
<br />uj
<br />z
<br />z
<br />SHEET NO.
<br />SH 1.4.
<br />
|