|
61
<br />CA E A (PLAN)
<br />SCALE 1/4--l-
<br />1.5x
<br />(MIN. PANEL
<br />OVERLAP BEYOND
<br />OPENING WIDTH)
<br />X - 8.0. DISTANCE
<br />CASE E (PLAW
<br />SCAM 1/4"-l'
<br />OR
<br />, Vt' WO00 FRAME 0043-To &LON OW. ALUM.
<br />4 & 0 INAUP"m MQUE IKIN,1�/4*0 . 1 3/0
<br />_2 1/2 TAPOON 0 2 D.C..
<br />Min.
<br />POURED 1 3/4* IMCON
<br />CONCRETE eLm ANCRON 0 IV C.E�, 2 1/2'
<br />AM1 4
<br />!' 3/
<br />2-
<br />2
<br />/V
<br />I L
<br />R4EQUIRG)
<br />rx4' WOOD hkf OWN&
<br />ISI
<br />V Jm' TO LEG LOCATON
<br />VARES
<br />V 1 2'.
<br />Wt. W< L glx ALUM. ANCLE OR
<br />_fIvcK =CD J
<br />FWOVAED
<br />W M CAP
<br />0 IV 3105-H OR 606315 AUot
<br />W/AW,Mfl C.'t &_ MGM
<br />CASE 8 (PLAN) CASE C (PLAN) CASE D (P
<br />SCALE Ile-l- SCALE 1/4--l- SCALE 1/4--l-
<br />SOUD-SU CA tALK-M
<br />CA E= PAIWELAWE
<br />POUFWD CONC OR
<br />CONCRETE BLOM OR 2'�4' WOW 'SM OF OPSIONG ScHEMAS ON 9.�
<br />r"* W=W MAW V_ & FAWE REDURED AS APPLMAKE it)
<br />CONCRETE REQUIRED
<br />W00 FROAM
<br />j
<br />OR4 FRONT
<br />VARIES ;&= -EL To
<br />PMAU
<br />V_ "LL (NOOER CIA END PAWL)
<br />CASE F (PLAN)
<br />SCALE 1/4--1 -
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATMES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RAIING
<br />MAXIMUM ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 At 7
<br />APPUCABLE
<br />TO
<br />ALIERINNa
<br />44 NmN
<br />OF THEM
<br />,,U,
<br />PANEL
<br />LEwm
<br />TAPCON
<br />LAS SO"
<br />FAMELMATE
<br />FEMALE ID
<br />PANELMAIE
<br />PLUS
<br />WOOD SUSN"
<br />13'
<br />ir
<br />Ir
<br />13"
<br />is"
<br />Iwm
<br />13 .
<br />ir
<br />ly
<br />13'
<br />Ir
<br />Iw (writow)
<br />6 AIr
<br />6 I/V
<br />5 1/2"
<br />0 1 /r
<br />9 1/2'
<br />(TOP)
<br />6 1/4*
<br />12 llr
<br />6 1/4-
<br />Mom.)
<br />V-0-
<br />it.
<br />CHIP)
<br />OR
<br />LESS
<br />go*
<br />MOTION)
<br />13,
<br />13*
<br />13*
<br />13,
<br />Is'
<br />(w)
<br />+43, -45
<br />OR
<br />LESS
<br />ly
<br />Ir
<br />(901110m)
<br />ir
<br />13"
<br />Is*
<br />8 1/2'
<br />111 cw)
<br />ir
<br />Ir
<br />r
<br />let 00MIA)
<br />6 1/2'
<br />a 1/2,
<br />0 1/2.
<br />a 1/2"
<br />6 1/2"
<br />(TOP)
<br />0 1/4'
<br />12 1/2,
<br />6 1/4-
<br />(Eatr�.)
<br />4 1/2-
<br />1 4�
<br />1 6 1/2"
<br />0 1�'
<br />-
<br />flop)
<br />TO
<br />14-4-
<br />-4 i/v
<br />I/r
<br />-
<br />3w (80noto)
<br />1,12-
<br />9 1/2'
<br />f=17' =
<br />12'
<br />'r
<br />(TOP)
<br />r
<br />ir
<br />13r"
<br />0 1/2,
<br />SEE TABLE #1 FUR MAX A.S.D� DESIGN LO" & MAX PANEL LENGTHS W1," SPACER " IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 1
<br />CASE G (PLAN)
<br />VALID FOR DIRECT MOUNT INSTALLATION ONLY At
<br />CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />SURFACE LM VARIATIONS WITHIN 3/4-
<br />MAX, AS.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACM FOR LO. - AS SHOWN ON SHEETS 6 & 7
<br />APPLIOMLE
<br />10
<br />ALIVINgromes
<br />C�,�,
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />v
<br />VQ
<br />TAPCON
<br />LAC SCREW
<br />PANEU$ATE
<br />FEMALE ID
<br />PANELMATIE
<br />PLUS
<br />WOOD BUSHING
<br />Ir
<br />13*
<br />13'
<br />13,
<br />Ir
<br />tw (To")
<br />IS CMP)
<br />ly
<br />13"
<br />Is*
<br />Ir
<br />r
<br />vw foorpom)
<br />1/2*
<br />6 I/V
<br />6 1/2'
<br />6 I/V
<br />6 I/V
<br />2w crop)
<br />-
<br />6 1/4-
<br />12 1/2
<br />6 1/4-
<br />iw (em.)
<br />S.-O
<br />7-
<br />7 I/V
<br />er
<br />3w (TOP)
<br />OR
<br />LESS
<br />1.
<br />3W martow)
<br />Is'
<br />13*
<br />13'
<br />13'
<br />1.3,
<br />4W (TOP)
<br />+45. -45
<br />TO
<br />+75, -75
<br />ly
<br />is'
<br />Is'
<br />Ir
<br />Is-
<br />4w (BOTTOM)
<br />Ir
<br />Ir
<br />13,
<br />13r"
<br />10'
<br />1w (TOP)
<br />ir
<br />ly
<br />13'
<br />13*
<br />6 1/'V
<br />fw (BOTMW)
<br />a 1jr
<br />6 i/V
<br />a lIr
<br />IT 1/2-
<br />6 I/V
<br />2W fX01
<br />6 1/4'
<br />12 IL2:__
<br />t/4-
<br />2W (8=,-)
<br />>W-W
<br />TO
<br />7 I/V
<br />7 I/V
<br />3W (w)
<br />S 1/2*
<br />a"
<br />a,
<br />3W 007100)
<br />13*
<br />13,
<br />5 I/v
<br />4w tiop)
<br />4W (901TOM)
<br />SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL UDCTHS WHEN SPACER @ IS
<br />USED. CORRESPOONG ONLY TO ALTERNATE 2111' ON S14M 6
<br />TABLE
<br />01 A
<br />A.S.D. DESIGN LOAD
<br />MU" PAN&
<br />LENGTH
<br />40 PSF OR LESS
<br />r.
<br />,-a.
<br />> 40 PSF TO 50 PSF
<br />6,-2*
<br />> 50 PSF TO 60 PSF
<br />5,-10*
<br />A MAX. PANEL LENGTH$ ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE RUALE 10 OR PANEL MATE PLUS
<br />ANCHORS & W1 " �f00Ij!f,4& 1/2- D.C.
<br />(VAU0 ONLY FOR PANELCDIN$TALLAMNS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />VAX &&D.
<br />OEM
<br />PRESSURE
<br />RKrING
<br />(PA.f.)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />MR
<br />MIN ED.
<br />PER SCHEDULE
<br />BELOW
<br />AP=�
<br />MAX, AS,D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />I)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SCHEDULE
<br />BELOW III
<br />.
<br />—
<br />APPUCABLE
<br />To SMIXINS
<br />MAXIMUM
<br />Poe
<br />TAPM
<br />SOLID
<br />-at
<br />PANELMAXE
<br />FEMALE
<br />to
<br />PANWATE
<br />PLUS
<br />Z4114C-NAKM
<br />C"-IN
<br />TAPOON
<br />SOUD-SET
<br />PAMELMOGIE
<br />FICIALE
<br />to
<br />PLUS
<br />ZAMAC-41AIUN
<br />CALK
<br />-IN
<br />I
<br />AN,
<br />10
<br />OuNcem
<br />To
<br />=-3k
<br />To
<br />To
<br />amoopm
<br />owl.
<br />To
<br />CDEFM
<br />3k
<br />To
<br />Commm
<br />"'
<br />.
<br />To
<br />—
<br />Co"B'"A'"
<br />OF THEM
<br />1.
<br />2&
<br />To
<br />Momm
<br />=.,m
<br />126L
<br />to
<br />00",
<br />Oem
<br />v
<br />0MCFERE
<br />Ar
<br />to
<br />WaMfit�
<br />COMBNOM
<br />OF THEM
<br />+4V45
<br />LESS
<br />13*
<br />13,
<br />13,
<br />13,
<br />13,
<br />13,
<br />ly
<br />Ir
<br />Ir
<br />13'
<br />13'
<br />1 lr
<br />I (TOP)
<br />V_r
<br />OR
<br />+46� -45
<br />To
<br />-65
<br />13*
<br />13,
<br />13,
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />Is,
<br />13,
<br />1-r-
<br />ly
<br />11 '/V
<br />I cw)
<br />OR
<br />tr
<br />ly
<br />Ir
<br />Ir
<br />tr
<br />13,
<br />13,
<br />ir
<br />i1r
<br />13"
<br />113,
<br />Ir
<br />I MOTTOM)
<br />13,
<br />13"
<br />Tr_
<br />Ir
<br />Ir
<br />Is-
<br />Is-
<br />tr
<br />Is-
<br />Is-
<br />Ir
<br />11 t/V
<br />1 WrTOM)
<br />137
<br />13,
<br />13*
<br />tr
<br />13"
<br />Is-
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />is"
<br />is*
<br />2 (TOP)
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />13*
<br />Ir
<br />13,
<br />13,
<br />13"
<br />is'
<br />11 I/V
<br />2 CMP)
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />ly
<br />13,
<br />13,
<br />13,
<br />is,
<br />".
<br />13'
<br />13*
<br />.2 (901104).
<br />is*
<br />is,
<br />is.
<br />Is.
<br />ir
<br />Ir
<br />ir
<br />Is-
<br />is'
<br />Is-
<br />It 1/2'
<br />2 (8011040
<br />Ir
<br />Ir
<br />I Ir
<br />Ir
<br />Ir
<br />Ir
<br />1 13,
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />Ir
<br />3 (TOP)
<br />1.
<br />13"
<br />Ir
<br />13*
<br />is,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />It 1/2'
<br />3 Dw
<br />12 IJV.12
<br />llr
<br />0 1/4'
<br />6 1/4'
<br />12 1/2'12
<br />I/V
<br />-
<br />-
<br />6 1/4'
<br />0 TIV
<br />3 (WITOW)
<br />12 f/V-12
<br />I/V
<br />6 1/4"
<br />8 Ile
<br />2 1/2"12
<br />1/2'
<br />-
<br />-
<br />6 1 /,v
<br />5 1/4�
<br />3 FW—MW
<br />tr
<br />r
<br />Or
<br />w
<br />w
<br />r
<br />It
<br />7 1/2-
<br />zliw)-
<br />5 l/r
<br />1.
<br />w
<br />r
<br />6 1/2-
<br />o-
<br />7 lIr
<br />a-
<br />w
<br />e
<br />v
<br />Tv6F)--
<br />_(wmm)
<br />7
<br />7-,
<br />-8,
<br />8*
<br />e
<br />-
<br />Be*
<br />-
<br />4 (BOTTOM)
<br />or
<br />-
<br />r
<br />-
<br />13"
<br />Ir
<br />is"
<br />Ir
<br />r
<br />is-
<br />Is-
<br />1 r
<br />Is-
<br />7:_
<br />3
<br />-7-
<br />F
<br />5 CTOPI
<br />is'
<br />tr
<br />Is.
<br />Ir
<br />is'
<br />Ir
<br />Ir
<br />13*
<br />13'
<br />1 Ir
<br />13*
<br />11 i1V
<br />5 trap)
<br />ir
<br />P3�
<br />ir
<br />Is-
<br />---
<br />ir
<br />`
<br />13
<br />—tr-
<br />Ir
<br />13"
<br />is*
<br />vzr
<br />5 (Borm)
<br />is"
<br />is*
<br />Ir
<br />12r
<br />13,
<br />13,
<br />13'
<br />13*
<br />13*
<br />13,
<br />Is.
<br />-Ti-
<br />I I - 1/2,
<br />-11 -7r
<br />% (0055w)
<br />ir
<br />Ir
<br />_Ln-
<br />Ir
<br />13,
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />Is'
<br />is"
<br />13,
<br />is,
<br />6 (TOP)
<br />13'
<br />is"
<br />Is-
<br />Is-
<br />Ir
<br />IY
<br />Ir
<br />Ir
<br />13,
<br />ir
<br />i
<br />6 mp)
<br />5 1/4'
<br />6 IlVifi
<br />I /4*
<br />6 1/4"
<br />-
<br />-
<br />6 1/4*
<br />8 1/4'
<br />6 (WIT.")
<br />-
<br />-
<br />0 1/4"
<br />6 1/4'
<br />4 1/4'
<br />i-11-4r
<br />6 fle
<br />a 1/4-
<br />a
<br />5,
<br />ir
<br />10 I/V
<br />tr
<br />7'
<br />Ir
<br />71
<br />7 172
<br />'Bi 2
<br />is-
<br />4 llr
<br />I ITDP)
<br />1
<br />>V-S'
<br />m
<br />14!-4'
<br />13,
<br />6`
<br />is'
<br />13,
<br />Ir
<br />a I/V
<br />ly
<br />=117
<br />9 1 V
<br />6 I/V
<br />Ir
<br />7 Ilr
<br />I Tim)
<br />TO
<br />I
<br />Ir
<br />71
<br />13*
<br />Ir
<br />Ir
<br />19 1/21
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />is-
<br />a-
<br />I (wTw
<br />7 1/2-1
<br />13,
<br />13,
<br />Is'
<br />10`1
<br />tr
<br />IV
<br />it*
<br />mr
<br />13"
<br />6 1)�r
<br />I (EXITTOM)
<br />13'
<br />s"
<br />Ir
<br />110 we
<br />Ir
<br />*r
<br />13,
<br />'r
<br />7 1/2
<br />5 1/2
<br />IY
<br />4 1/2'
<br />2 (W)
<br />-13'
<br />13*
<br />'.
<br />13,
<br />Ir
<br />Ir
<br />a I/VI
<br />13V
<br />11 i/r
<br />a 1/2-
<br />6 I/r
<br />13*
<br />5 I/V
<br />2 MP)
<br />7-
<br />ir
<br />ir
<br />Ir
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Is-
<br />6 I/V
<br />2 (Wrw
<br />13'
<br />7 I/r
<br />13,
<br />Ir
<br />13"
<br />iw
<br />tr
<br />to"
<br />it"
<br />It.
<br />ir
<br />6 1/-1
<br />!.5RiFA6
<br />I.r
<br />7'
<br />11.
<br />ly
<br />;3'
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6 1/2'
<br />3 (TOP)
<br />7 1/2
<br />13
<br />13
<br />-
<br />-
<br />It
<br />8
<br />ir
<br />a 11r
<br />S (TOP)
<br />12 I/V
<br />12 1/2'
<br />6 1/4'
<br />8 Ile
<br />121/2'
<br />5 1/0
<br />-
<br />-
<br />5 1/4'
<br />6 1/4*
<br />3 MOTIONA)
<br />_13
<br />-
<br />-
<br />12 I/V
<br />12 1/2'
<br />6 1/4'
<br />__10
<br />6 Ile
<br />_jY
<br />12 I/Vjjj�E
<br />-
<br />-
<br />6 1/4.
<br />It Ile
<br />3 MOT706)
<br />a-
<br />5 112-
<br />7-
<br />3 I/V
<br />IT'
<br />4-
<br />4 I/V
<br />r
<br />6 1/2-
<br />3-
<br />T� �)
<br />7 1/2-
<br />a-
<br />8"
<br />it.
<br />r
<br />4'
<br />a.
<br />4'
<br />4 1/2'
<br />3 1/2'
<br />6 1/2"
<br />4 (TOP)
<br />a.
<br />-
<br />1.
<br />-
<br />#'_
<br />-
<br />5 I/V
<br />-
<br />7 I/V
<br />.
<br />4 (BOTTO&O
<br />s'
<br />-
<br />r
<br />--
<br />a*
<br />-
<br />a'
<br />-
<br />8 1/2'
<br />-
<br />7 1/2'
<br />14 (BOTION),
<br />Is-
<br />7-
<br />Is-
<br />Is-
<br />Is-
<br />9 1/2'
<br />13'
<br />9 1/2"110
<br />1/2'
<br />7 1/1"
<br />1 r
<br />1 6,
<br />15 fw)
<br />is*
<br />a I/V
<br />Ir
<br />13*
<br />Ir
<br />lo,
<br />Ir
<br />1w
<br />it'
<br />a'
<br />13*
<br />6 1/2-
<br />5 MP)
<br />Ir
<br />r
<br />Ir
<br />is
<br />0 I/V
<br />Ir
<br />771-1
<br />is*
<br />Is 11ris
<br />wriw)
<br />13"
<br />8 1/2'
<br />Ir
<br />I "
<br />13'
<br />110"i;
<br />jr
<br />to*
<br />it'
<br />a'
<br />Is-
<br />0 1/2'
<br />5 (9011W
<br />Is'
<br />v
<br />is-
<br />'101
<br />w
<br />I -
<br />_�13�
<br />IlrJO
<br />1/2'
<br />I/V
<br />_-J6
<br />$3-
<br />- I/r
<br />6 MP)
<br />,
<br />18 1/4�
<br />16 114-16
<br />1/4
<br />17=
<br />—Ile
<br />E=S
<br />1/4'
<br />6 1/4-16
<br />SEE MET I I F00 MCOM INK & SPACM fW *WAUAPM WID MW 111AW WADING&
<br />Wategg MOM SPACINGS AND WNIOUR WDE OW*M ME W010100 0141INS WKWILE, FM F 0.
<br />LESS It" forAm ON SCHwuLE ROXICE Ap"m SPOON By oxon"o awl"* sww ON
<br />SCIMAX Alf TW FOLLOWINC EAMON. FOR THtS 0"1104 To Iff KOSPt "M SPICIN
<br />OWAING) USM 0" SNALL Nor IIE UESS I" 1411a" PAM 010"M rOR OWN MONOR TYPE
<br />ow *6 sc4mu4r
<br />1/4.
<br />VV.
<br />I/VI,
<br />1/*-.
<br />1/4'.
<br />vow"
<br />nut-40
<br />_=
<br />vw-wASmj
<br />mx-m
<br />ma" me" w%C#4 0")
<br />3
<br />3
<br />_=
<br />3
<br />3
<br />2 Ilr
<br />2 1/2
<br />Amemm am �!� DO
<br />3
<br />3 'Ir
<br />r
<br />I
<br />3,/r
<br />3 1
<br />DWAOIM
<br />3
<br />3 /e
<br />3 Ilr
<br />3 1/2
<br />3 /r
<br />4
<br />7
<br />I�E_
<br />060
<br />w
<br />_cIm
<br />=1m
<br />I im
<br />-
<br />—1m
<br />SPACINGS OWY VALID WHEN SPACER IS LISED� SEE jr I
<br />IS
<br />DESIGN LOADS & MAX. PANEL LEIM21WHEN SPACER IS L
<br />44167
<br />T"L
<br />ij A
<br />AS& OEM LOAD
<br />wxww PREL
<br />LEWIN
<br />40 PSF OR LESS
<br />V-8.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />V-10"
<br />A MAX. PANEL LENGTHS ARE OM
<br />,,X VAUD FOR INSTALLATIONS
<br />W/ SOUD SET ANCHORS de W/ " SPACER AT 12 1/2- O.C.
<br />am Tum W_
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />rm.
<br />WAW St.
<br />GLOBAL PROTECTION PRODUCTS, LLCI
<br />L ECO,mc.
<br />— -V' 5'36-'
<br />om,= 14
<br />ptim. rm m4MoR_m
<br />a
<br />175
<br />MOM w
<br />--ANCHDRS (SEE SECTONS At ALTM"TIVES ON SHEETS 11 14, 15 &1 )
<br />VAX, R- 13, R2A/`l3, R-WI4, R10/i3I R-20/13. R-39/14, 3` kwL
<br />*R-WlAW/15, R-2AW/15, Ill _1111AR-11OW/1Z% R-20111/15. R-30W/16. I'
<br />r
<br />o 45
<br />L/2
<br />I _,V4 e-20KI S4. Six-m v
<br />(USE FOR PANEL wx
<br />OVER 7*-S') PANEL LENGTH
<br />REM LAR STORM PANEL +40.0, -40.0 pAJ.
<br />(WI OVERLAP MID PANEL LENGTH DOLT)
<br />- -- ------------
<br />LIFE SAFETY STORM FW EL r-4' 0 +50,0� -34.0 p..f-
<br />Ad CW/O WERIAP MQ PANEL LENGTH DOLO
<br />_J
<br />-T A USE 2'-V kW PANEL LENGTH
<br />4 ---- --AT ALL MMWTWM
<br />I 4p S.S, Of
<br />AT Ek I
<br />A
<br />_7
<br />N I
<br />L1121HI
<br />L
<br />v
<br />Iff I -
<br />PAN M
<br />D.M., 3 f �ol
<br />or 4 *14,10 NU'r AT G NUT AT
<br />EXTERIOR 5�_
<br />1 r MAX. LEFT PANEL L7, RXHT PANEL t INSTALLATIONS ONLY VAUD FOR O"NO
<br />I' WN. R-1A/13% R-2A/13I R-3A/14, R-19/`13. R-ZB/13. R-30/14, SPEED UP TO 170 mph.
<br />R-IAW/15. R-2AW/15. R3AW/116. R-18WI115. R-28W/15, R-30W/16.
<br />(SEE SECTIONS A, ALTERNATIVES ON SHEETS Is. 14. 15 &IQ---
<br />1/4' MIX GAP
<br />LIFE M= STORM ANEL mELEYATIMN (t) 7F
<br />SCALE 1/4�-I-
<br />r(DREGULAR 2.6w REGULAR i
<br />STORM PANEL (WIL OWRLAP -1 WHOLE VAIM I r(D STOPm PANEL
<br />----------
<br />IN3/ t
<br />n,
<br />LIFE SAFrN PANEL 4ZTA FLORIDA BUILDING CODE (Mon Mgh Voloct4ty Nu one Zone)
<br />cz -. A, r...
<br />;i".. z p- agm Tom W_ 24 UGE GALVANIZED STEEL STORM PANEL
<br />EXTERIOR on OP, s, DPW ft
<br />11LIEC0.7 GLOBAL PROTECTION PMCTS, U.C.
<br />SECDON A -A aw ". $I 5711m
<br />T 0014 FL 33314
<br />PNNO otS4)dSP_?"S, M (WISH -175
<br />SCALE 1/4"-1" _EW 20
<br />— I-
<br />WLM A. I 12 OF 18
<br />(VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX &S.D.
<br />DESIGN
<br />PRESSURE
<br />MT040
<br />MAXIMUM ANCHM SPACING FOR M64 ED. PER SCHEDULE Sam
<br />APPUCAELX
<br />I LY
<br />NOUN
<br />UENGIN
<br />MAX. A.S,D
<br />DIESION
<br />PRESSURE
<br />RATING
<br />WIVIN ANCHORS SPACM MR MR EM PER SCHEIXU BELOW
<br />APPLICABLE
<br />0. t
<br />MAXIMUM
<br />PANEL
<br />LE-V
<br />(ft.)
<br />TAPCON
<br />SoLID-SET
<br />PAwafy
<br />FEMALE
<br />to
<br />PANCIAME
<br />PLUS
<br />I ZAMX-NMA
<br />CALX-lN
<br />TAPODIN
<br />SOLID-W
<br />FEWALE
<br />ID
<br />PLUS
<br />zv�MkwmC - kw�&Akjm"
<br />GALK-IN
<br />m
<br />10
<br />010CINIT
<br />10
<br />CONCREM
<br />3k
<br />10
<br />0:0401101
<br />It
<br />TO
<br />mmm
<br />A
<br />OF THEM
<br />A;T0
<br />To
<br />0,0m
<br />mir
<br />to
<br />comom
<br />10,
<br />TO
<br />am
<br />OF
<br />OF INEW
<br />>+Sst -0
<br />+75, -75
<br />13'
<br />It*
<br />13"
<br />13*
<br />ly
<br />Ir
<br />Ir
<br />is,
<br />13,
<br />12'
<br />ir
<br />to"
<br />I MP)
<br />51-8"
<br />04
<br />LOS
<br />+tig'-1116
<br />I
<br />S*
<br />Ir
<br />10 IIV
<br />13'
<br />16 I1r
<br />13'
<br />r
<br />6 Ilr
<br />7 I/rib
<br />llr
<br />Ir
<br />4 1/2'
<br />1 (10P)
<br />w-e
<br />opt
<br />LESS
<br />Ir
<br />it*
<br />13'
<br />IY
<br />IS-
<br />Ir
<br />IY
<br />IY
<br />)3-
<br />12-
<br />is-
<br />w
<br />I fe—anom)
<br />3-
<br />6 I/r
<br />w
<br />ir
<br />13,
<br />V
<br />Ir
<br />is*
<br />-
<br />9*
<br />to*
<br />17 Ile
<br />Ir
<br />Ir
<br />I
<br />ir
<br />il*
<br />ly
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />I.T
<br />13*
<br />Ir
<br />Ir
<br />lor
<br />2 (TOP)
<br />Ir
<br />S'
<br />Ir
<br />10 I/V
<br />13"
<br />8 1/2'
<br />Ir
<br />rl2l�jr
<br />6 1/2'
<br />7 llrJ5
<br />11r
<br />ir
<br />4 i/V
<br />2 C10P)
<br />ly
<br />III
<br />Ir
<br />IS'
<br />13,
<br />ir
<br />tr
<br />13,
<br />13*
<br />12"
<br />Ir
<br />to'
<br />2 (901TOM)
<br />Ir
<br />r
<br />tr
<br />Ir
<br />Ir
<br />9 1/2-
<br />Ir
<br />9 llr
<br />to 1/2'
<br />1 1/2'
<br />is-
<br />e i/V
<br />2 Isamu)
<br />r
<br />13,
<br />1'r
<br />Ir
<br />Ir
<br />13,
<br />13,
<br />IV
<br />13'
<br />to'
<br />!��)
<br />t3r
<br />7-
<br />Is'
<br />13'
<br />Ir
<br />9 1/r
<br />Ir
<br />9 IIV
<br />10 Ile
<br />7 11r
<br />is,
<br />'s.
<br />I Ir
<br />3 ��)-
<br />Ij 11r
<br />12 1/2'
<br />6 1/4'
<br />6 Ilr
<br />12 1/2'
<br />12 1/2'
<br />-
<br />6 1/4-
<br />6 1'(4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />P2 1/2-12
<br />Ijr
<br />6 1/*'
<br />5 1/4'
<br />0 I/r
<br />=1/4'
<br />4 1/4-
<br />3 (oconoto
<br />4 1/2
<br />(W)
<br />7�
<br />W
<br />5 1/2'
<br />r
<br />3 1/2'
<br />or
<br />e
<br />4 I/V
<br />3-
<br />6 I/V
<br />I/V
<br />Z W)
<br />Ir
<br />Ir
<br />-
<br />4 (BOTTOM)
<br />4 (071`1041
<br />Ir
<br />3
<br />IV
<br />ir
<br />13*
<br />13*
<br />Ir
<br />13"
<br />13,
<br />ir
<br />Ir
<br />ir
<br />-To;-
<br />Ft—mp)
<br />Ir
<br />a 1/2'
<br />Ir
<br />Ir
<br />Ir
<br />v
<br />ir
<br />v
<br />lor
<br />7 I/r
<br />Ir
<br />e
<br />.5 (TOP)
<br />Ir
<br />it*
<br />13*
<br />Ir
<br />13*
<br />ir
<br />Ir
<br />Ir
<br />13'
<br />IV
<br />Is'
<br />10'
<br />6 (BOTTOM)
<br />IV.
<br />7-
<br />Ir
<br />Ir
<br />is'
<br />9 T/V
<br />Ir
<br />0 llr
<br />10 Ilr!
<br />'Ir
<br />Is-
<br />IV
<br />5 (8077m)
<br />ir
<br />it'
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />ir
<br />13,
<br />13"
<br />12 .
<br />is*
<br />to-
<br />icmp)
<br />Ir
<br />V
<br />13*
<br />IQ 1/1'
<br />13"
<br />6 T/V
<br />IY
<br />6 1/2'
<br />7
<br />5 1/2'
<br />13'
<br />4 I/V
<br />6 (TOP)
<br />-
<br />e 1/4-
<br />5 1/4-
<br />61/4-
<br />6 t
<br />-
<br />a Ile
<br />a 1/416
<br />mm-)
<br />1/4-
<br />6 1/4-
<br />I.Y4:
<br />6 1/4.
<br />—,17
<br />6 1/4',
<br />0 I/e
<br />-
<br />6 1
<br />11 1
<br />a (WIT-)
<br />13
<br />k
<br />7 1/2'
<br />Ir
<br />Ir
<br />Tr
<br />IV
<br />ly-
<br />to*
<br />it"
<br />—ir
<br />13*
<br />6 I/e
<br />1 0"
<br />TO
<br />r-o*
<br />_j
<br />is'
<br />V
<br />Ir
<br />I 3 17
<br />ir
<br />s
<br />Is,
<br />6 1/2-
<br />7 I/V
<br />5 1/2-
<br />IY
<br />4 I/e
<br />I (top)
<br />>W-r
<br />TO
<br />Is -
<br />IY
<br />7 1/2'
<br />13"
<br />1 1 r
<br />13'
<br />10 I1rI
<br />13"
<br />10 IIYII
<br />1/21
<br />8'
<br />ir
<br />7'
<br />1 (BOTTOM)
<br />Ir
<br />6 'Ir
<br />Ir
<br />13,
<br />Ir
<br />1.
<br />ir
<br />9.
<br />IW
<br />7 I/V
<br />Ir
<br />e
<br />I (wriw
<br />Is.
<br />Is"
<br />7 llr
<br />Ir
<br />ir
<br />13,
<br />1w
<br />I ir
<br />to'
<br />it,
<br />8,
<br />13,
<br />8 Ile
<br />2 (TOP)
<br />Ir
<br />5'
<br />I:r
<br />to 1/2'
<br />Ir
<br />6 1/2'
<br />is-
<br />0 1/2'
<br />7 1/2'
<br />S 11r
<br />IV
<br />4 1/2'
<br />2 (W)
<br />13'
<br />7 llr
<br />Is-
<br />Ir
<br />Is-
<br />10 1/21
<br />13'
<br />10 1/2'
<br />11 1/2'
<br />a'
<br />I r
<br />7-
<br />2
<br />13'
<br />7'
<br />13,
<br />1 r
<br />Is'
<br />9 11V
<br />I r
<br />9 llr
<br />10 1/2'
<br />7 I/V
<br />Ir
<br />6 I/e
<br />2 (BOTIOR)
<br />Is-
<br />7 1/2'
<br />is-
<br />13
<br />jr
<br />10 1/21
<br />13'
<br />10 I/Vil
<br />1/2'
<br />a"
<br />- 37-1
<br />_0017TOM)
<br />s (TOP)
<br />13"
<br />7*
<br />1 IY
<br />13*
<br />Ir
<br />9 I/V
<br />ir
<br />9 I/V
<br />10 llr
<br />7 1/1'
<br />Ir
<br />a-
<br />3m
<br />-
<br />-
<br />12 1/2-12
<br />1/2'
<br />6 1/4-
<br />8 1/4�
<br />12 1/2'
<br />6 1/4-
<br />-
<br />-
<br />6 1/4"
<br />3 (barm)
<br />-
<br />-
<br />12 1/2-12
<br />t1Z
<br />6 IY4',
<br />6 1/4'
<br />12 I/V
<br />S 1/4'
<br />-
<br />I -
<br />JS I/V
<br />8 1/4'
<br />3 (BOTTOM)
<br />7 1/2-
<br />3 11ri
<br />Ir
<br />v
<br />7 I/r
<br />�v
<br />fl-
<br />4 I/V
<br />5-
<br />3 I/V
<br />7-
<br />ar
<br />4 (TOP)
<br />7-
<br />r
<br />a-
<br />5 1/2'
<br />1'
<br />3 1/2'
<br />Ir'
<br />4 1/2'
<br />3'
<br />6 lIr
<br />2 1/1-
<br />4 (TOP)
<br />4
<br />6 I/r
<br />-
<br />Ir
<br />51/2-
<br />-
<br />7'
<br />-
<br />4 (BOTTOM)
<br />Is-
<br />is,
<br />I r
<br />to 1/2,
<br />Ir
<br />to Veil
<br />I/V
<br />8,
<br />3'
<br />( P
<br />1 r
<br />6 1/2'
<br />1 r
<br />I r
<br />I r
<br />9-
<br />13
<br />9-
<br />0-
<br />'D*
<br />f I/z
<br />13,
<br />61
<br />3 (TOP)
<br />§
<br />M71/
<br />;I
<br />is,
<br />Ir
<br />10 Ilr
<br />Ir
<br />It
<br />Ir
<br />7*
<br />13
<br />Is'
<br />Ir
<br />a (BOTW
<br />ly
<br />7 ly
<br />I
<br />13,
<br />7-r-
<br />7_3r_
<br />�0_1_/V
<br />Ir
<br />51
<br />IS.
<br />is_
<br />4 I/V
<br />a (TOP)
<br />S S / 4"
<br />L!L4
<br />_13i
<br />18 1/4'
<br />0 I/V
<br />6 (9DT1L**)
<br />I
<br />-
<br />a 1/4
<br />/,
<br />. Ile
<br />a tstm,.%
<br />SEE SHW I I MR MMM Tft 4 VAOW FOR VISTALUITIONS INTO WON MVAIE "IMMIL
<br />MOGROW AhOM SPAOM 46 MMLIM ISM POUNCE ARE SICKATIM ON THIS SDQDULE. MR EX
<br />USES 11" ININCOM ON SCHINU MM PACIM SPAOM BY M%TftVM SFOCOM SHOWN ON
<br />SM01,411 OY THE FOU011041111 FACTOF& FOR TIM OPIRKIIM TO SE POSSIBLE, RIMPACOD SPACING
<br />OfflAIMED US14 FACTOR SIIALL Not BE UMS It" ~W SPOCM INDICATED FOR OWN Aftmolz TYPE
<br />ON TM Sommm
<br />I/+,.
<br />Ile.
<br />I ix.
<br />Ile.
<br />Ile.
<br />1/'V.
<br />ANCHOR TYPE
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<br />2 I/r
<br />21/2
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<br />3 'Ir
<br />3
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<br />3
<br />Ijr
<br />31/2
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<br />ACM WK DMINNIDE (U.)
<br />FACTOR
<br />It.36
<br />21/2'
<br />ow -_
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<br />0.75
<br />0.63
<br />It
<br />140
<br />AD
<br />ID WHEN SPACER (MIS USED. SEE MAX. A.S.D.
<br />ar
<br />Ix. PANEL LERMIS SPACER WiEr
<br />Im
<br />01 A
<br />"D. DO" LOAD
<br />MIAXWUM PANEL
<br />LE)IOTH
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSr
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5*-10'
<br />A MAX. PANEL LENGTHS ARE ON-Y VAUD FOR INSM.LATIONS
<br />W/ SOLID SET ANCHORS & W1 0 SPACER AT 12 1/2- O.C.
<br />INSIALLATION DETAILS FOR LIFE SAFETY PANEL dj)
<br />INTO POURED CONCREIE OR CONCRETE BLQCK STRUCTURES
<br />NG POURED 1/4"0 TAPCON___ ___9=U1mD
<br />1:
<br />-V.NCRM OR ANCHOR 0 V O.0 OR
<br />11 CONCRETE BLOCK 11111. CONCRETE BLOCK
<br />SEE *WS to A IS FOR &aim
<br />Amm" vft
<br />I'm & SPA404 MR WAUAY404 WIND
<br />10001
<br />W= MMIE BUILDINGS.
<br />IAMIOUW ANIAM SAYANGS AND MOMMUM
<br />vAom 0.)
<br />3
<br />3
<br />IDGE OSVJICE ME INDICATED ON THIS
<br />SCHINALL M* ". LESS It" INDICATED
<br />00 SCHMILE REDUCE ANCHOR SPACING
<br />mum M
<br />ANIXOR
<br />or mi;Li�zrim, z� IN
<br />r.
<br />1 1/2'
<br />MR THIS WIVIATION TO BE POSSIBLE,
<br />REDUCED SPAM Comm usm
<br />FACIOR SHALL NOT K LESS THAN
<br />"I
<br />m
<br />mr4mw SP,40m 94DCOM FOR EACH
<br />ANCNP TfPE ON Tm SCHMUL'
<br />L
<br />_y
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<br />POURED CONCRETE OR
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<br />INSTALLAIMN DEJAILS FOR UFE SAFEU PANEL (1) INSTAUAIIQN DETAILS FOR UFE SAFETY PANELn, INTO WOOD STRUCTURES
<br />INTo pougEp _coNcgEjE oa coNcRE-TE aLQrK mucTuREs INTO WOOD STRUCTURES
<br />T7 V V'T 7 T -try'—,
<br />I/r# TAPC POURED 1/4-0 TAPCON '77v
<br />ANCHOR 0 9 O.C� OR mc�m 0 9 —0c, I-ZMZOONLR�00
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