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<br />5* Mi 4) &
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<br />;�Ai 31AT
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<br />0 12' D.0
<br />VARIES
<br />ST MAL V..
<br />r V IZV 'Ri
<br />31(1 OR
<br />am To ALLOY 2 112' 2' -
<br />COW. ALM AWGUE
<br />- - - - - -
<br />ILA&
<br />Ile A MLI 41 A e .072
<br />0 12' O.0 3103-40,. OR SOU-r@ ALLOY
<br />w/jACANUT C-4 Al- ANXILI
<br />C SE A (PLAN) CASE 0 (PLW
<br />SCALE I/e-I SCALE 1/4--l-
<br />"Go
<br />:7
<br />Jr,-�
<br />R POURED CONCRETE.
<br />-daticiam Kom a-
<br />r.4, wow FRAME
<br />twoumm
<br />-A M&L .
<br />I/00 1 3/4
<br />AN04OR 0 Vr*C
<br />., Mi.
<br />1. to.. L.- Luc LOCATOR'
<br />2' s' Iii COW.
<br />AM' 3101 SHM
<br />ALUAL AMW OR
<br />ill -
<br />OR
<br />13X
<br />VARRES
<br />IF U.-Il & 0
<br />Rw
<br />14 WAM
<br />VAINES -a -ct 01
<br />T MRA.
<br />X B.O DISTANCE -1
<br />1-Ir
<br />T
<br />- - - - - - - - - - p J
<br />A
<br />zg�:!F:
<br />or-
<br />77,
<br />CASE E (PUM
<br />SCALE 1/4 -1
<br />CAS
<br />SCALE 1/4'-1*
<br />F (PLAN)
<br />CASE (PLAN)
<br />1/4,.1*
<br />SCALE
<br />2' r .093"W05 :;-Z. OR,
<br />W.3-6 ALLOY
<br />Aftill WN Ve. 1 3/4'
<br />T
<br />ci I-
<br />41
<br />POURED CONCRIM. OMMIT
<br />RLOCK OR 2.4' wwo FRAME
<br />REQUIRED
<br />CASE Q (PLAN)
<br />SCALE 1/4".1'
<br />SOUD --WT OR CAi
<br />OR ELCO
<br />U.'W= AT
<br />00 2'.d* WOW SOM OF On
<br />OPDMC
<br />PANEUNRL'i
<br />%CHEM" I
<br />SA
<br />Ft" IIEG� a ^-PUQOAI
<br />to A 111
<br />t Mwol(-
<br />-13/.
<br />On L/=o mw
<br />mmm
<br />(mirvolt CUT Do Amw
<br />CASE Q (PLAN)
<br />SCALE 1/4--l-
<br />VALRD FOR DIRECT MOUNT
<br />INSTALLATION ONLY
<br />CEWTi PANEL INSTALLATION AT WALLS W1
<br />SURFACE LIM VARIATIONS Wff�M 3/4-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL rl) INSTALLATIONS INTO WOOD STRUCTURES
<br />ALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 0 & 7)
<br />(VAUD ONLY FOR PANEL(DINST
<br />b". &S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />LVJ(MW ANCHORS SPACING FOR i - AS SHOWN ON SHEETS 6 A, 7
<br />APPLICABLE
<br />TO
<br />YEWIATAU
<br />" ANY
<br />NATION
<br />OF THU
<br />MAXARAN
<br />PANEL
<br />LENGTH
<br />v
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PANE-TE
<br />PLUS
<br />BUSHIM,
<br />13'
<br />IF
<br />13*
<br />13,
<br />Ar
<br />13'
<br />13r
<br />ir
<br />Ilr iei�)
<br />6 1/2-
<br />5 1/2-
<br />5 1/2-
<br />-i--1-/2-
<br />0 1/2*
<br />-
<br />-
<br />a 1
<br />12 1/2'
<br />6 Ile
<br />---
<br />(gai
<br />V-w
<br />OR
<br />LOS
<br />S.
<br />a
<br />(T am
<br />311 (WMM)
<br />13;-'-13-
<br />+45, -45
<br />OR
<br />LESS
<br />13'
<br />13*
<br />Mon-)
<br />13*
<br />ir
<br />13'
<br />13'
<br />-
<br />a 1/2'
<br />N (TOP)-
<br />-Ir
<br />--
<br />13'
<br />13'
<br />6 1/2-
<br />4 1/2-
<br />6 112-
<br />-
<br />a 1/4-
<br />12 1/2-
<br />6 1/
<br />.
<br />�S'-
<br />TO
<br />4 1/2*
<br />e
<br />0 1/2,
<br />6 1/2-
<br />14'-4-
<br />4 112' T
<br />I /1.
<br />r
<br />To I
<br />t1r
<br />12-
<br />A.
<br />(TOP)
<br />1 13*
<br />1
<br />t
<br />a Ilr
<br />(W"OM)
<br />SEE TABLE #1 FOR VAX ALS.D. DESIGN LOADS & MAX- PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W* ON SHEET 5
<br />MAX A.S.0
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SHEETS 6 IT 7
<br />OF THEM
<br />LENGTH
<br />-L
<br />TAPOON
<br />LAG SCREW
<br />PAND.MATE
<br />FEMALE 0
<br />PLUS
<br />WOOD MSHM
<br />1 r
<br />13,
<br />Tr
<br />13'
<br />13-
<br />to M
<br />13'
<br />Ir
<br />t3"
<br />13 .
<br />r
<br />Ile (BOTTOM)
<br />6 1/2-
<br />6 "1.
<br />6 1/2-
<br />9 1/2-
<br />PW (TOP)
<br />6 1/4'
<br />12 1/2'
<br />6 - 1/4'
<br />ZW
<br />S.-O
<br />on
<br />7 112-
<br />30 mm
<br />LESS
<br />7 1/2'
<br />3w (SMIN)
<br />Aw POP)
<br />445. -45
<br />To
<br />+ 75
<br />75. -
<br />is'
<br />111
<br />13'
<br />13*
<br />4w (Wrm)
<br />--
<br />ir
<br />13,
<br />Ir
<br />to*
<br />Im wr
<br />r
<br />13,
<br />6 Ile
<br />IN WON)
<br />6 1/2-
<br />5 1/2
<br />6 1/2*
<br />a ;-I-r
<br />201
<br />-
<br />-
<br />Ill L4:
<br />12 1/2'
<br />a Ile
<br />BIT (Iii
<br />>5"-Q
<br />
<br />-4t/2'
<br />�-
<br />r
<br />_ '. __
<br />7 11
<br />7 I.,.
<br />5.
<br />5 1 /2
<br />ST
<br />Lt.
<br />mv
<br />Ir
<br />12'
<br />13*
<br />13,
<br />5 112-
<br />AN m
<br />-
<br />13-
<br />13*
<br />13,
<br />to*
<br />4W MMOTROM)
<br />-j
<br />PACER LA IS I
<br />SEE TABLE ft FOR MAX. A.S.O. DESIGN LOADS & k*X. PAM! LENGTHS WHEN SI
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />L
<br />A.&D. OEM LOAD
<br />MA)MAN PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-6-
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />V-10,
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE FQMALE 10 OR PANEL MATE PLUS
<br />C.
<br />ANCHORS & IN
<br />egma TLXM OR,
<br />44161
<br />T
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-It TAKON
<br />ANCHOR 0 11
<br />CONCRETE BLOCK
<br />CONCRETE BLOCK REI*LYM.
<br />-C2)
<br />1/2' Ile
<br />All
<br />to* r
<br />4
<br />w
<br />PAWL LENGTH
<br />(SEE ELEVATION
<br />I' Mw
<br />f ON SHEET 12)
<br />TO GLASS
<br />DnSTM :D
<br />CONCRETE BLOCK
<br />IWOUIRED,
<br />L
<br />L/ef PARELWT
<br />ssi
<br />ANCtIOR 0 12
<br />0 RFGU"R Pi
<br />sm "M Is k 19 MR ANCHORS TYPE SPACING tax
<br />96TAUAIDa KM ill= FIRM &ULM=
<br />wmm AND" $PAM" AND wow" I= MTAW
<br />ARE BOOM OR THIS S09WJ- IN LO LESS THAN
<br />to"= ON Sam" REDUCE ANCHOR SPACING at
<br />wwftym SPPZM SHM OR SOND" By "C
<br />FOADOW FACTORS� FOR rft OPMTM To K POSSOLL
<br />ROXICED SAACNC GWMMM LI" FACTOR SH04L "M N
<br />I= THAN Molfto SPACING *MgM FOR EACH ANCHOR
<br />TYK ON TM SCHMM.
<br />LAC,
<br />Tin
<br />�
<br />ALM!,
<br />oft" MR" wom DA.)
<br />3
<br />3
<br />3
<br />lmm m sma om
<br />"AM
<br />2 1/1
<br />A
<br />cou I'm
<br />311.
<br />AT da%L
<br />.
<br />a MAX
<br />6' PANEL LENGTH
<br />(SEE EILEVATION
<br />0 ON SHEET 12)
<br />w-
<br />..... . . . . . .
<br />Or i
<br />CONCRETE
<br />CONCRETE
<br />REOAM-
<br />1/4-0 PANELMATE
<br />ANCHOR (BEYOND)
<br />UrIE SAFETY PANEL
<br />WALL
<br />SCALE 3/$-1
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />rp
<br />coom, sm
<br />MX MTECTION PRODUC73. LLC
<br />am
<br />AM S.W. 61 MM
<br />20-175
<br />Dow. n
<br />:I1wHxmN-.m
<br />.aw.
<br />FLORIDA BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STO M PANEL JI) INSTALLATIONS INTO QQNCRETE A CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATICINS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAX. A.S,D�
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />NO*" ANCHORS SPACING FOR MIN ED. PER SCHEDU LE SEWN
<br />Ali
<br />LU&IN
<br />v
<br />MAX. ASO,
<br />DES"
<br />PRESSURE
<br />PAIM
<br />MUMN ANCHORS SPACING FOR U94 E.0 PER SCHEDULE Dam
<br />APKCWZ
<br />to smim
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />11
<br />040
<br />TAPCONI
<br />SOUD-SET
<br />PANELMATE
<br />Puts
<br />ZAVAC-k4LIN
<br />CALX-IN
<br />TAPDON
<br />F�
<br />0
<br />PLUS
<br />ZAMAC-MMO
<br />CALK-W
<br />a
<br />z.
<br />10
<br />a,"=
<br />=
<br />TO
<br />amcmm
<br />3k
<br />GONZ014
<br />To
<br />5-.--
<br />-a
<br />3k
<br />TO
<br />-
<br />To
<br />10
<br />to
<br />:&
<br />to
<br />N`
<br />3k
<br />a
<br />appom
<br />OF THEM
<br />#45. 45
<br />OR
<br />LESS
<br />Ir
<br />is"
<br />13,
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />is'
<br />Ir
<br />I
<br />I [TOPI
<br />Ii
<br />OR
<br />LEN
<br />.45,
<br />TO
<br />Ra. -65
<br />Ir
<br />Ir
<br />13*
<br />13,
<br />t3l
<br />13,
<br />13,
<br />13*
<br />Ir
<br />13-
<br />13'
<br />[It 1/2'
<br />1 (TOP)
<br />an
<br />LESS
<br />'r
<br />Ir
<br />13'
<br />13.
<br />IY
<br />13*
<br />ir
<br />i3r
<br />iY
<br />§
<br />� f
<br />(Wrrom)
<br />13-
<br />13-
<br />13-
<br />13-
<br />13-
<br />13-
<br />SY
<br />13-
<br />Ir
<br />13'
<br />13,
<br />it 1/2'
<br />1 (BOTTOM)
<br />IS"
<br />13
<br />'r
<br />Ir
<br />1 r
<br />Ir
<br />-!3:-
<br />3r
<br />13'
<br />13*
<br />is,
<br />Ir
<br />V3"
<br />2 (TOM
<br />13*
<br />13,
<br />13,
<br />-
<br />13
<br />13,
<br />Ir
<br />Ir
<br />13"
<br />ir
<br />13'
<br />13-
<br />-;1
<br />it 1/2.
<br />2 cri
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />13'
<br />Ir
<br />ir
<br />ir
<br />13'
<br />Ir
<br />13,
<br />13'
<br />Ir
<br />13-
<br />Ir
<br />Ir
<br />13"
<br />13*
<br />Ir
<br />13*
<br />13*
<br />tr
<br />w
<br />ir
<br />3 crop)
<br />13,
<br />13,
<br />13,
<br />13y,
<br />Ir
<br />Ir
<br />13"
<br />13*
<br />Ir
<br />13*
<br />Ir
<br />It 1/2'
<br />3 (top)
<br />12 IIV
<br />12 f/2-
<br />5 Ile
<br />6 Ile
<br />-
<br />12 1/2-12
<br />-
<br />112-
<br />--
<br />6 Ile
<br />6 Ile
<br />3 (BOTTOM)
<br />-
<br />1/2*
<br />12 1/2.
<br />6 Ile
<br />6 Ile
<br />3 (OMTOM)
<br />-c'
<br />ii
<br />7
<br />0.
<br />aF-
<br />Ir
<br />gr
<br />as,
<br />a,
<br />T/-r
<br />4 (TOP)
<br />a-
<br />5 1/2-
<br />a.
<br />a'
<br />6 1/2-
<br />a-
<br />17 1/2-
<br />a-
<br />ii
<br />a.
<br />5-
<br />A
<br />iii
<br />'r
<br />-
<br />-!:-
<br />o-
<br />-
<br />o-
<br />-
<br />ir
<br />4 �(W"OM)
<br />5 CROP)
<br />1--r
<br />13'
<br />- L
<br />13,
<br />A:-
<br />13,
<br />-
<br />13*
<br />Ir
<br />-
<br />13-
<br />!�-11i
<br />Ir
<br />ir
<br />-
<br />13*
<br />--- -
<br />t3
<br />--li
<br />It 1/2't
<br />(TOP)
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />13,
<br />13*
<br />13"
<br />13,
<br />;3*
<br />L3�
<br />13,
<br />3 (BOTTOM)
<br />13"
<br />13'
<br />13'
<br />Ir
<br />13"
<br />13,
<br />Ir
<br />-Ir
<br />13*
<br />ir
<br />-1r,
<br />t3*
<br />Ir
<br />3�
<br />L
<br />6 Ile
<br />it Ilm
<br />2-
<br />6 Ile
<br />(BOTTOM)
<br />6 (TOP)
<br />5 (W".-)
<br />Ir
<br />13,
<br />ir
<br />13"
<br />13"
<br />ir
<br />'r
<br />13'
<br />_Ls
<br />13,
<br />13*
<br />13,
<br />FaW)
<br />ir
<br />I
<br />-Ir
<br />I F
<br />t
<br />-i,
<br />Is.
<br />---
<br />le
<br />-j-j,4�
<br />1/4.
<br />-li
<br />--
<br />--
<br />-
<br />L----- --
<br />- --
<br />6
<br />_T3--
<br />a Ina 1
<br />/e
<br />6
<br />I.
<br />l
<br />Ir
<br />S,
<br />is,
<br />a 1/2'
<br />IS*
<br />7
<br />ir
<br />7"
<br />7 1/2
<br />b 1/2
<br />- w
<br />4 112-11
<br />J-1
<br />I
<br />'s
<br />TO
<br />Is'-4
<br />1
<br />is-
<br />III.
<br />tr
<br />13,
<br />Ir
<br />JI 1/2'
<br />A 1/2'
<br />Ir
<br />8 1/2*
<br />9 1/2-
<br />8 1 n.
<br />Ir
<br />5 1/2*11
<br />ciii
<br />>lv-r
<br />TO
<br />r-s'
<br />Ir
<br />13,
<br />13'
<br />1 IY
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />s.
<br />t (BOTTOM)
<br />13,
<br />7 'Ir
<br />ur
<br />13'
<br />13'
<br />to*
<br />13
<br />10'
<br />It'
<br />a'
<br />Ir
<br />6 1/2,11
<br />'It
<br />(BOTTOM)
<br />(BOTTOM)
<br />Ir
<br />13.
<br />0 1/21
<br />IY
<br />7*
<br />13'
<br />1 7'
<br />7 1/2
<br />5 1/2
<br />13*
<br />--
<br />4 1/2'
<br />-
<br />2 (TOP)
<br />ir
<br />a
<br />Ir
<br />Ir
<br />Ir
<br />8 1/27
<br />1Y
<br />11 1/2"
<br />9 1/2'16
<br />1/2*
<br />13-
<br />5 Ilr
<br />2 CTOP)
<br />jr
<br />7'
<br />Ir
<br />13'
<br />1Y
<br />9 1/2
<br />13'
<br />2 1/2
<br />It "2
<br />10 1,2
<br />10 1/2
<br />' '/'
<br />7 1/2
<br />13*
<br />16 1/2'
<br />2 (BOTTOM)
<br />13'
<br />7 Ilr
<br />13*
<br />if
<br />1-r
<br />Ir
<br />1 10"
<br />it'
<br />I W
<br />13
<br />8 1/2'
<br />2 OK"TOM)
<br />13*
<br />13'
<br />13'
<br />Ir
<br />9 0
<br />Ir
<br />B '
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />' "7
<br />1Y
<br />a 1/2'
<br />3 (TOP)
<br />111*
<br />7 1/7'
<br />3'
<br />13,
<br />13'
<br />to'
<br />Ir
<br />I *
<br />21L2
<br />it'
<br />w
<br />13'
<br />6 1/2*
<br />3 POP)
<br />-
<br />12 1/2"12
<br />1/2'
<br />6 Ile
<br />6 Ile
<br />12 Ilr
<br />6 1/4'
<br />6
<br />-
<br />---
<br />6 1/4-
<br />s 1/4-
<br />T-(BOTTom)
<br />12 1/2'12
<br />1/20
<br />6 Ile
<br />a Ile
<br />12 I/rL2
<br />6 '/A'
<br />6 Ile
<br />3 (901700)
<br />7*
<br />3-
<br />a'
<br />i -1/2-
<br />7'
<br />3 1jr
<br />r
<br />4
<br />4 Ilr
<br />3-
<br />6 1/2
<br />3'
<br />4 (TOP)
<br />P 1/2-
<br />3-
<br />9'
<br />4.
<br />Lt.
<br />A-
<br />�1/2 -
<br />3 1/2'
<br />6 112'
<br />3-
<br />4 (TOP)
<br />r
<br />r
<br />-
<br />11,1�
<br />5 112'
<br />-
<br />7 1/2'
<br />-'
<br />4 (BOTIONQ
<br />r
<br />-
<br />r
<br />-
<br />r
<br />51/24
<br />-
<br />7 1/2'
<br />-
<br />4 (Wrrom)
<br />LY
<br />13'
<br />1 r
<br />0 1/2'
<br />13'
<br />I'_
<br />9 1/2-
<br />to 1/2
<br />7 I"..
<br />7 1/2'
<br />6,
<br />5 (Ti
<br />13-
<br />1/2
<br />-13*
<br />13'
<br />13.
<br />10.
<br />Is,
<br />loi
<br />I r
<br />/2,
<br />13*
<br />13*
<br />0 1/2'
<br />15'
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<br />Ir
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<br />W1. 11
<br />8 1
<br />marro.)
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<br />7-
<br />17 1/2'j
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<br />11
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<br />lj*
<br />a*
<br />U F-
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<br />3;-
<br />a TIr
<br />A,-,
<br />6 1/2'
<br />6 CIOP)
<br />14 1/4'16
<br />1/4'16
<br />Ile
<br />16 Ile
<br />-
<br />1 1 l4*
<br />16 (WIT
<br />T --p-T
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<br />6 I/e
<br />six ow 11 no AN04M TVPF A, VACM FOR, #WAUAI&n on wow TWA& BL%Bwm
<br />0 MON" ANC*M SPACINGS AM MDMN WOE PSTAIRCE ARIL NDCAM ON INS SC"ON." FOR ED
<br />LIM TVVI SoD"TD ON SD4DW RED= ANCHOR SPACING I" "TWLVM SAACNG SHMW ON
<br />SOCOVILE ill THE n%LDWM FACTONIL FOR TOO OPWAXIN 10 K PCSML REMM VIACAG
<br />ONDOAM 19M FACTOR Ii NOT K i I" MDOW SPAORAIR PRINCATED FOR LAC" ANCHOR Tift
<br />THIS SCHEDULE
<br />Ile.
<br />I/e,
<br />Ile.
<br />.
<br />L- I
<br />ANCHOR WK
<br />upm
<br />spio-w
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<br />3
<br />I
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<br />3
<br />I
<br />s yr
<br />'Iffr
<br />I . f/l
<br />3 /r
<br />4-
<br />Aimmi so NWAM (m)
<br />FACTOR
<br />-fl
<br />2 Ile
<br />List
<br />__r_
<br />3 'Ir
<br />00
<br />r- -SPADNGS ONLY VALID WHEN �R��IS �USM. SEE #1 FOR MAX. A-S.D.
<br />DESIGN LOADS & VAX, PM41 LENGTHS WHEN SPACER CSE USED.
<br />MAR.
<br />0 0 0 0
<br />0
<br />ImLAL a
<br />ALILD. DESIGN LOAD
<br />MAXIAUIM PM4EL
<br />LEM
<br />40 PSF OR LESS
<br />V-131
<br />> 40 PSFTO 50 PSF
<br />-2.
<br />> 50 PST TO 60 PSF
<br />V-110*
<br />A MAX. PANEL LENGTHS ARE ONJX VAUD FOR INSTALLATIONS
<br />SOLID SET ANCHORS ill/ SPACER AT 12 1/2- D.C.
<br />W/
<br />ANCHORS (SEE SECTIONS le ALTERNATIVES ON SHEETS 13. 14. 15 11i
<br />A/113, 11i R-WI4, 1111-1B/13. R-21111/13, R-39/14, r MAX.
<br />I' mi
<br />r*R
<br />1111-11AINJI& R-2AW/15. R-3AW/116. R-IBWIIS. 1111-21MI 9-35W/16.
<br />20.1" S.S, BOILTS W,@
<br />VAX,
<br />11 FOR PANEL.LENGTW I
<br />OVER 7'-S PANEL LENGTH
<br />REGULAq SIL PANEL Si 0 +40A 40.0 p&C
<br />REG" STORM PAN I EL
<br />SAFETY FORM PANEL - - ----------------- --------------- (W/ OVERLAP MID PANEL LENGTH BOLT)
<br />+50.0. 54.0 Li
<br />(W/O QVIDLAIP MID PAMEI LENGTH 801
<br />--------- AT ALL molumnimas
<br />AT
<br />I VE!CO!RZP
<br />A USE 2'-r MIN. PANEL LENGTH
<br />L/2
<br />Z&- - + .
<br />----- ---- --- ------ ---- --------------------------- e
<br />21
<br />NOTCHES A STUD
<br />L "ON 411 LIFE SAFE
<br />PANEL BOTTOM CORNERS 0
<br />t
<br />-OVERLAP-
<br />0,
<br />WIND NUI AT__, wwc Nur AT
<br />IEXMRIOR
<br />-r LEFT PARELL RIGHT PANEL 3 t ImstrAL"Tim ONLY VAUD FOR VAND
<br />I* MIN. li R-3A/14.
<br />+R
<br />1�19/113. R-29/M R-39/14, SPEED UP 70 170 ..p.h.
<br />R-11AW/115. R-IAW/15, -- 1 pi R-29W/15. R-39W/16.
<br />(SEE SECTIONS k ALrMMTIVU ON SHEETS 13. 14. 15 ji
<br />1/4 VAX. CAP
<br />UEE SAFETY STORM PANEL (1-j ELEYATION (t)
<br />SCALE I/e-l'
<br />2.W?* REGULAR
<br />01 REGULAR (MN &AtA� "Lim T
<br />STORM PANEL _mjl liltrUE STORM PANEL
<br />6
<br />le ---- --------
<br />------------ - -
<br />------- --
<br />-------
<br />--------- ---
<br />FLORIDA BUILD114G CODE (Man High Velmft Hurrilican,
<br />11 PANEL
<br />mmwo TiLlama, sic
<br />10 00, 24 GAGE CALVAWED STEEL STORM PANEL
<br />EXTERIOR VAR
<br />0/2
<br />11LIECOINCL Gwm MUCTIN IMMICTS.
<br />SECTION A -A am 11 91 srnm
<br />A. ANAL A� MIL Ft- M 4
<br />SCALE 1/4--1- am ff ORHINI.
<br />20
<br />rAw,
<br />7
<br />INSTALLATION
<br />0
<br />DETAIL5
<br />INTO
<br />FOR UFE SAFETY
<br />WOOD STRUCTURES
<br />PANEL in
<br />ro", HEADER
<br />RED
<br />ZI
<br />TA:;T!
<br />-=OOTAPCON
<br />i=69- O'c r
<br />0 C
<br />0 v O.0
<br />0 91 D.C.
<br />-20
<br /><D2
<br />Ai
<br />RS Si
<br />.6 G'Si
<br />tfl:z J
<br />1/4'
<br />I/ A-
<br />Milik
<br />I Ile
<br />1
<br />M"
<br />1/2
<br />0/4-
<br />2
<br />2-
<br />2-
<br />M..
<br />0
<br />Dj.. �u
<br />L
<br />10
<br />I
<br />1 - I
<br />umm 00 V-0
<br />I 1 I
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<br />I Dai
<br />am FNMR GLAS
<br />'L, MAX.
<br />--- -
<br />I—- - #
<br />-1
<br />It- PANEL LENGTH
<br />'Ll
<br />LL --- L L---ev PANEL LENGTH
<br />A
<br />PANEL LENGTH
<br />1
<br />ME ELrOT" 0
<br />SHM 12) 11
<br />WAN.
<br />1 1 PAWL LENGTH
<br />ELEVATION
<br />ELEVATION
<br />ON SHEET 12)
<br />!(SEE ELEVATION
<br />IT ON SHEET 12)
<br />-
<br />10
<br />T- --A
<br />4
<br />1 Mil
<br />i SEPARATION -
<br />I TO GLASS
<br />(SEE
<br />I ON SHEET 12)
<br />---- -- -
<br />:-----SEPW
<br />_SEPARAIION
<br />10 GZ L/2 No-
<br />'TO GLASS
<br />a
<br />a.
<br />E�
<br />to
<br />L/2 o
<br />ill*
<br />RATION
<br />GLASS 30'
<br />E 1 0.
<br />It "'Ir
<br />ED
<br />j;
<br />17
<br />I
<br />=no
<br />1
<br />0 12 va�
<br />04
<br />2 .4
<br />PLATE
<br />114'# TRAM i
<br />I'ef TAPCOk
<br />REQUIRED W
<br />jje# TAPCDN W
<br />0 12
<br />9- OC.
<br />Le
<br />ANCHOR 0 S' 0 C.
<br />ANCHOR 0 9" D.0
<br />V4 -4 TAi
<br />0
<br />STAGGERED ill/ STILID
<br />J
<br />f4EOUM
<br />ANCHOR 0 9 D.C.
<br />WOOD
<br />Wool)
<br />il OW
<br />AUJIMES"M AWFI
<br />WALL IM
<br />SCALE 3/8-1'
<br />JA*
<br />PFAA=N Ii
<br />Th
<br />a A. Tki
<br />O"Nff
<br />U
<br />WALL MOUNnNIMS
<br />SCALE 3/0-1"
<br />-2
<br />Pi
<br />..............
<br />rLORI BUILDING CODE (Mon High Voloccity lmw#u no Zone)
<br />t
<br />24 GAGE GAILVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VALID FOR A.S,D. DESIGN
<br />PRESSURE RATINGS (i AND PA14EL LENGTHS AS
<br />PER ELEVATION ON SHEET IL
<br />.441
<br />it STATE
<br />GLOWL
<br />OVARY ft
<br />MTECTM PROW= LLC. 0?/V/MO
<br />INTL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0,55 OR EOUAL
<br />.11%
<br />am 11 6 smw
<br />70,' ORM ONAL n 3DI.
<br />MW-7$W FAR, ")$�gm 20-175
<br />n
<br />AN. AY.
<br />6w
<br />"L�p, Tag jr, z
<br />A f
<br />A-M
<br />I I I . 3= 15 or is
<br />MAXIMUM A.S.D DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR i PANEL(f) wsuunws wo coNcRErE & coNicam aLocK sTRucTuREs
<br />(VAUD ONLY FOR PANEL (2) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAIL A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />ki I
<br />MAXIMUM ANCHORS SPACM FOR Wh ED PER SCHEDULE BELOW
<br />APPLICABLE
<br />& ANY
<br />oomeftam
<br />OF THEM
<br />LENGTH
<br />"L
<br />(IT
<br />RATING
<br />(P-0
<br />wow ANCHORS SPACING FOR WA ED PER SCHEDULE BELOW
<br />APPLICABLE
<br />. 1"
<br />TARM
<br />SCIUD-SIET
<br />PAHEUA1T
<br />FEN41
<br />ID
<br />POaMAYE
<br />CALK -IN
<br />TAPOON
<br />SOUD--SEF
<br />FEMALE
<br />ID
<br />PLUS
<br />ZAMAC-#&-"
<br />CAIX-.*4
<br />10
<br />m
<br />Z'k
<br />a
<br />ccwcwm
<br />TO
<br />-A-64-
<br />ai
<br />70
<br />To
<br />-
<br />ORION-
<br />IV
<br />344
<br />70
<br />ODMMKVM
<br />or THEM
<br />>.61% -45
<br />7510
<br />+ 75
<br />1)*
<br />Ir
<br />1 13'
<br />111'
<br />Ir
<br />to,
<br />51-r
<br />OR
<br />+75. -75
<br />.1 111-0111
<br />13,
<br />r
<br />13'
<br />to 't.
<br />jj-
<br />it If.
<br />Ij-
<br />6 1/2'
<br />7 1/2*
<br />T
<br />4 'Ir
<br />I (HOP)
<br />i
<br />OR
<br />LESS
<br />13
<br />It*
<br />Ir
<br />13-
<br />Ir
<br />-
<br />Ir
<br />-13'
<br />13"
<br />Ir
<br />13-
<br />12'
<br />Ir
<br />10"
<br />1
<br />1
<br />13
<br />13
<br />1
<br />1
<br />2
<br />1
<br />0
<br />1
<br />1
<br />-
<br />Ir
<br />13,
<br />13,
<br />Ir
<br />13'
<br />%3'
<br />13'
<br />12,*
<br />Ir
<br />w
<br />(TOP)
<br />Ir
<br />r
<br />Ir
<br />10 1/2'
<br />13'
<br />6 1/2'
<br />13"
<br />6 1/2'
<br />7 1/2'
<br />5 1/2'
<br />13'
<br />A 7/2*
<br />2 M)
<br />Ir
<br />is,
<br />13,
<br />111'
<br />t3'
<br />'r
<br />Ir
<br />12*
<br />ir
<br />to,
<br />2 01CITTICIL)
<br />Ir
<br />-
<br />7
<br />Ir
<br />13'
<br />Ir
<br />2 1/2
<br />Ir
<br />9 1/2
<br />10 1/2-
<br />7 1/2-
<br />-
<br />13
<br />6 lIr
<br />2 courrom).
<br />13,
<br />3-
<br />Ir
<br />Ir
<br />13'
<br />ir
<br />Ir
<br />72'
<br />Ir
<br />jo�
<br />3 Erom
<br />Ir
<br />7-
<br />Ir
<br />13'
<br />t3'
<br />2 I/2T
<br />13'
<br />2 1/2*
<br />10 1/2*
<br />7 1/2'
<br />Ir
<br />r
<br />3 OOP)
<br />-
<br />2 1/2-12
<br />1/2'
<br />5 I/e
<br />6 Ile
<br />12 1/2-12
<br />1/2'
<br />-
<br />-
<br />6 I/e
<br />5 fle
<br />3 (W"OMI
<br />-
<br />-
<br />17 1/2
<br />12 1 /2-
<br />6 Ile
<br />6 1/4'
<br />12 1/2'
<br />6 I/V
<br />-
<br />-
<br />6 1/4'
<br />9 Ile
<br />3 (gorrom)
<br />- "T
<br />a'
<br />w
<br />a
<br />S*
<br />6 W*
<br />7,
<br />1.
<br />a'
<br />7-1-Ir
<br />4 rmi
<br />.
<br />7
<br />I r
<br />31
<br />lr
<br />5 1/2*
<br />7'
<br />3 1/2'
<br />-
<br />a
<br />.
<br />4
<br />4 1/2'
<br />Y
<br />-
<br />6 Itr
<br />-
<br />2 112-
<br />-
<br />4 (TOP)
<br />-- ----
<br />e
<br />UF-
<br />ik
<br />---
<br />- .--
<br />-1-F-
<br />IS-
<br />Ir
<br />-13;-
<br />111
<br />ir
<br />to-
<br />s crom
<br />ir
<br />-43-
<br />10
<br />7 Ilr
<br />13
<br />froli
<br />13-
<br />Ir
<br />13-
<br />---
<br />13*
<br />Ir
<br />13-
<br />13'
<br />to*
<br />5 (Bortami
<br />7.
<br />Is,
<br />or,-
<br />5 (BOTTOM
<br />11�
<br />-
<br />If
<br />jr
<br />13'
<br />-Iliz-
<br />-ik-
<br />-Ir
<br />Ir
<br />13,
<br />to*
<br />5 (TOP)
<br />W
<br />'r
<br />13�
<br />6 1/2
<br />F)h;
<br />i t
<br />Ilr
<br />+1�13-
<br />I .
<br />13*
<br />3
<br />4 1/2'
<br />6 ITOP)
<br />-
<br />111 Ile
<br />A Ile
<br />6 1/4
<br />-i-1 /e
<br />it Ile
<br />6 1/4"
<br />(wri
<br />-
<br />Ile
<br />a Ile
<br />5 Ile
<br />a 1/4"
<br />6 Ile
<br />a Ile
<br />4 1 4
<br />1/11
<br />wit
<br />13'
<br />7 1/2'
<br />Ir
<br />Ij*
<br />13,
<br />10'
<br />IF
<br />to*
<br />it
<br />a"
<br />13'
<br />6 1/2*
<br />1 (TOP)
<br />>5i
<br />To
<br />W-01
<br />ir
<br />1.
<br />fy
<br />I* 11r
<br />Ir
<br />It Ilr
<br />Ir
<br />6 1/2'
<br />7 t/2-15
<br />1/2-1
<br />Ir
<br />4 1/2-
<br />It CTOP)
<br />4
<br />TO
<br />7 V/1r
<br />13,
<br />13,
<br />13,
<br />10 1/2'
<br />13*
<br />10 1121
<br />Ir
<br />r
<br />f (BOTTOM)
<br />Ir
<br />6 7/2'
<br />J31
<br />Ir
<br />IF—
<br />-13'
<br />9.
<br />So"
<br />17 1/2'
<br />Ir
<br />ST
<br />wffm
<br />-IV
<br />is-
<br />7 1/2'
<br />ir
<br />13-
<br />13
<br />to*
<br />3.
<br />-TW
<br />Ir
<br />8 1/2*
<br />20OP)
<br />13.
<br />51
<br />. I.V
<br />.10 /v
<br />13'
<br />.9 1/2'
<br />13*
<br />6 1/2'
<br />7 1/2'
<br />5 Ilr
<br />13-
<br />4 1/2'12
<br />(TOP)
<br />13-
<br />7 1/2-
<br />Ir
<br />13"
<br />3
<br />10 Ilr
<br />Ir
<br />13*
<br />7'
<br />2 (Wff*M)
<br />13-
<br />r
<br />'r
<br />f 13*
<br />3'
<br />12 1/2'
<br />Ir
<br />0 1/2*
<br />10 1/2'
<br />7 1/2'
<br />ir
<br />6 1/2'
<br />2 (90FROM)
<br />-
<br />13'
<br />7 Ilr
<br />ur
<br />13'
<br />10 11r,
<br />VY
<br />10 1/2-11
<br />1/21
<br />a-
<br />13'
<br />-
<br />7'
<br />3 (TOP)
<br />'y
<br />7-
<br />i3o
<br />tr
<br />19 1/2-
<br />13-
<br />9 1/2'
<br />10 1/2-
<br />7 1 /1-
<br />1 31
<br />' 61
<br />111
<br />3 Mi
<br />12 1/2-12
<br />1/2'
<br />9 Ile
<br />8 1/4`�2
<br />1/2111,
<br />1/4'
<br />-
<br />6 Ile
<br />6 */4'
<br />3 (8077011)
<br />-
<br />!2 Ile
<br />12 Ilr
<br />b 7/4'
<br />6 1/4'
<br />12 1/2*
<br />-
<br />6 1/4
<br />-
<br />-
<br />6 q 145
<br />Ile
<br />3 (Bottom)
<br />7 1/2'
<br />3 1/2-
<br />W
<br />s-
<br />7 1/2-
<br />4.
<br />1.
<br />-- --
<br />4 IV12r*
<br />Sr-
<br />1/2*
<br />r
<br />31
<br />It (TOP)
<br />IF
<br />5 1/2'
<br />7'
<br />3 Ilr
<br />8'
<br />e
<br />4 1/2 .
<br />3.
<br />6 i/r
<br />2 1/
<br />MP)
<br />IT
<br />-
<br />Ir
<br />a'
<br />6'
<br />1.
<br />-
<br />4 (WnOM)
<br />a'
<br />or
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<br />-
<br />7.
<br />A (surri
<br />Ir
<br />1/2'
<br />13*
<br />13.
<br />Ir
<br />10 1
<br />13,
<br />10 1/2-
<br />5 /2*
<br />13,
<br />--
<br />Ir
<br />Ir
<br />---
<br />13'
<br />1
<br />-ilr
<br />to'
<br />7 1/2'
<br />'ON
<br />13,
<br />'17-1
<br />13-
<br />ly
<br />to "L'a
<br />1
<br />13
<br />2:_
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<br />1/2-
<br />'12-
<br />It Ilr
<br />It.
<br />Ir
<br />Ir
<br />ST
<br />I.,-
<br />7 1/2-15
<br />1/2 .
<br />7F
<br />1/2'
<br />Om-p
<br />16 1/4-14
<br />I/c,
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<br />-,-e
<br />6 I/e
<br />16 I/el
<br />0 Ijeh
<br />SEE OW 11 FOR ANCHORS TYPE At ROOM "M OGUAAMS 000 "M "WA AMMM
<br />MIANVAM ANCHOR W0901i 40 MklVA WK DISMARDif AM NOCK1111 ON THS IDCML no M
<br />LEW THAN OCOCATO ON SCHEDULE NMa ANCHOR O� & 6MLYOLWC WAM SHM" ON
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<br />DWMND LUC FACTOR OW� Min K U35 THAN WOMN SINICIAL #MaM IN IAC" ANCHOR "PE
<br />ON on SCMUML
<br />1/4 %
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<br />1 I/e.
<br />I/V.
<br />1/4'.
<br />ANCHOR TRIFE
<br />UP=
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<br />ami
<br />WOM ANCHOR WMM 00
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<br />2 1/2
<br />33
<br />A.
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<br />ANCHOR 0 Ilx�r =WKIiAMORRED
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<br />Po. 44187
<br />TABLE
<br />At 6
<br />A.S.D. OEM LOW
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<br />LENGTH
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<br />W-a.
<br />> 40 PSIF TO 50 PSF
<br />V-2-
<br />> 50 PSF TO 60 PSF
<br />W-10"
<br />MAX- PANEL LENGTHS ARE ONi VAUD FOR INSTALLATIONS
<br />Wl SOLID SET ANCHi & W1 SPACER AT 12 1/2- D.C.
<br />24 GAGE GALVAMEM SUL STORM PAWL
<br />ORION, W.
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<br />NW,
<br />if-F-Baliffism ~wv
<br />m ARANAINNIAL. .1.
<br />20-175
<br />A-1
<br />INSTALLATION DETAILS FOR LIFE SAFETY PA ELQ-)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-0 TAPOON �PtGTM POURED
<br />"/ro TApfC0rH -D.0 -CIR&PWORKED ANCHOR St 91' D.C. 0DNCRErE OR
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<br />V`
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<br />ON SHEET 12)
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<br />-V MAX.
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<br />DONCRETE BLOCX REOLMM,
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<br />REGULINA NAELS
<br />0 0 NN"ANEL
<br />WALL MQUIRINGS
<br />WALE 3/8-1*
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS rOR UFE SAFETY PANEL
<br />INTO WOOD STRUCTURES
<br />---------
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<br />NEQU"to
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<br />�MM Iii Ric, FA
<br />24 GAGE GALVAMIM STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX A.S.D. a"" ow,
<br />S"TAYE OF
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<br />ILECO.149 � GLOM MTECT am
<br />L04GTHS AS PER ELEVATION ON SHEET 12.
<br />4§M &w. 51
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />20AL It.
<br />No 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC Allow-
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