|
11 —A - I - I — ------- ILA I
<br />1, till III I - -LA' I All l li "1 11 Ll A 11 IN I— I I I
<br />lm��E�1�1111
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR. LIFE
<br />SAFETY & E—Z HANG STORM PANEL 1) SYSTEMS
<br />'- - -;,...., . OR
<br />O ,� g ,® KLm 0.
<br />2' . 3' . 1163' 3A03 0-14-PA
<br />VARX5 rw wow Fmw 41063-16 NAM Cow. AUAAU
<br />T w.-I & NAME WITH 1 1 3/4- 1
<br />NHwa Ae
<br />WOOD FRAME (t OR(3 C1
<br />N
<br />RtokxtED AID, Ave
<br />A\, Ln",
<br />rvwtm AID Loafflaw
<br />Am' To
<br />J--
<br />VARIES
<br />v low < L At
<br />BE< I
<br />`�-n- 'Ell ; let POLM
<br />A.
<br />- - - tONCRITE, CDPKMM
<br />X 4' METAL ALINK MIT PLAN &LOCK ON 2'Ae WOW FRAIME
<br />X e
<br />131;03-
<br />or Reoupro
<br />em-re Atka, 2 1112- 4 10
<br />Ast �1, COW. ALAIM, AN= T�4
<br />mAAAA
<br />- - - - - - - - - --- Mu GAP
<br />Ile 4 AA 4'
<br />D.C.3;03-. at 410113-fil uA1
<br />]lag-Au'
<br />R/a., 41n C.4 JVM11
<br />CASE A (PLW CASE 8 (PLAN) CASE C (PLAN) CASE D (P
<br />SCALE 1/4--t- SCALE 1/4--l' SCALE 1/4'.1- SCALE 1/4-.1-
<br />BMJD-!= OR CAx-
<br />9A am Pimilimin
<br />namu a AM
<br />Jq OR gm
<br />t.5X CON' SAM
<br />09 2%e WOW Sam or DID"
<br />toAS APPLit'4LE .00
<br />(wk. PANEL = MlIf WINES & IT
<br />2',Ae WOOD
<br />OVERLAP BEYOND rKAW • ir moL'
<br />REQUIRED
<br />OPENING WIDTH)
<br />)C1)11
<br />ottoLw" 1 1,141
<br />ve
<br />Z� al
<br />a ma
<br />-ct
<br />VARIES NKP40M FRONT As,
<br />IT C I FL4N= PIARALLIL M
<br />S' MIAL
<br />X - 00 DISTANCE
<br />( TDI
<br />- - - - - - - - - - -
<br />1/0— - Atent.? CASE G (P
<br />SCALE 1/4--l-
<br />IPAIDAN't VAUD MR DIRECTMOUNT INSTALLATION ONLY A
<br />At.
<br />CIER"D PANEL INSTALLATION AT WALLS W1
<br />SURFACE LEVEL. VARIATIONS WITHIN 3/4`
<br />* i * ' f FLORIDA BUILDING CODE (Mon Mob Votootty Hu can* Zone)
<br />CASE E (PLAN) CASE F (PLAN) 5tAI1OF Am Liu m W. 24 RACE GALVANIZED STEEL STORM PANEL r'.SCALE
<br />Veoii*�-- cum Ift.
<br />SCALE 1/4'-1"
<br />M PRODUCTS. UC. am
<br />11LIECOomo. GLOBAL PROTECTION
<br />4E .W. 51 YtfjT
<br />NA, IAML M. 3331I20-175PHPLooi)w-nok toONAMI.Tn
<br />CROW AN,
<br />PAL MMAWWuKYM OLIM A %in P, PE
<br />197 F09 1
<br />(VAUD ONLY FOR PAINEL(DINsTALLATIoNs As PER ALTERNATIVES 1W THRU 401, ON SHEETS 6 de 7)
<br />MAX. AS D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXAMLIM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A
<br />TO
<br />ALMOMA:l
<br />Ai=Iii
<br />OF THEM
<br />PANEL
<br />LENGTH
<br />(ft.)
<br />TAPCON
<br />LAO SCREW
<br />PAMELIAIATE
<br />FEMALE 0
<br />PANIELMATE
<br />PLUS
<br />WOOD BUSHING
<br />Is-
<br />lr
<br />13,
<br />13'
<br />Ir
<br />IW M
<br />13-
<br />1 y
<br />13'
<br />13'
<br />TV (wriam)
<br />6 112-
<br />6-1/2.
<br />0 1/2*
<br />(TOP)
<br />+45, -45
<br />OR
<br />LESS
<br />-
<br />8 1/4"
<br />12 112,
<br />a Ile
<br />MOTT 1
<br />V-0 •
<br />OR
<br />Ums
<br />CROP)
<br />Is-
<br />or
<br />30 (WMN)
<br />is,
<br />13,
<br />,3.
<br />is,—
<br />13,
<br />(TOP)
<br />13"
<br />W MOTION)
<br />Ir
<br />I r
<br />13*
<br />13'
<br />a 1/2,
<br />IT (mr)
<br />13'
<br />13'
<br />13'
<br />--
<br />•Or.
<br />(momm)
<br />1/2'
<br />6 1/2'
<br />—I/r
<br />•vI.
<br />(top)
<br />4 1/4w
<br />1 12 1/2*
<br />1 6 ye
<br />>5 TO a'
<br />4 1/2*
<br />6 2'
<br />6 1/2-
<br />(700)
<br />14'-4'
<br />10 tn'
<br />1/2-
<br />1 7.
<br />9 lii•
<br />12-
<br />e
<br />(TOP)
<br />'17-+
<br />13
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS tk VAX PANEL LENGTHS WHEN SPACER @ is
<br />USED, OORIIESPADNDING ONLY M ALTERNATE 2W ON SHEET 5
<br />MAX. A.S.D
<br />DESIGN
<br />PRESSUREIENCTII
<br />RATING
<br />(P..I.)
<br />MAMMU ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 A 7
<br />Appt*Lf
<br />xwwm
<br />AAr
<br />OF TWO
<br />MAMUM
<br />'L
<br />(ft.)
<br />TAPOON
<br />LAD SCREW
<br />PAWILIALITE
<br />FEMALE ID
<br />PAM—EE
<br />PLUS
<br />WOOD WSHN,
<br />13,
<br />Ir
<br />13*
<br />Ir
<br />Is-
<br />INflon
<br />Ir
<br />Is-
<br />IF—
<br />Is-
<br />A.
<br />a I/r
<br />a 1/2-
<br />5 '.
<br />1,0
<br />o+45. -45
<br />To
<br />+75. -75
<br />13*
<br />4 1/4"
<br />12 1/2'
<br />.
<br />6 1/4-
<br />(SERT..)
<br />5--v
<br />OR
<br />LESS
<br />13'
<br />Ir
<br />13'
<br />a'
<br />13'
<br />13.
<br />(eOTION)
<br />is'
<br />Is-
<br />Ir
<br />13'
<br />13,
<br />to"
<br />iW
<br />ir
<br />13*
<br />It
<br />Ir
<br />a 1/7.
<br />6 1/2'
<br />IS 1/2-
<br />5
<br />1/4'
<br />12 1/2'
<br />0 1/4'
<br />2W mm.1
<br />to
<br />4 1/1,
<br />1/2-
<br />7 1/2'
<br />3w (rop)
<br />r-!r
<br />51
<br />5 1/2-
<br />1.
<br />IN (BOTTOM)
<br />IGM
<br />3"
<br />-4
<br />3-
<br />'13,
<br />13*
<br />5 1�!,
<br />AIR (TOP)
<br />—
<br />I,
<br />Is'
<br />To'
<br />4W OICTIOM)
<br />�J'
<br />• SEE TABU #1 FOR MAX. A.S.D. DESIGN LOWS & MAX PANEL LENGTHS WHEN SPACER 0 IS
<br />I
<br />USED, C011RESPONDING. ONLY TO ALTERNATE 2W ON SHEET 6
<br />A.S.D. DEMON LOW
<br />MAXWA PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />B.-B.
<br />> 40 PSF TO 50 PSF
<br />5'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10,
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE UMA.UE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ 1/2* O.C.
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE OR
<br />1/4-0 TAPIC431,
<br />FOR LIFE SAFETY PANEL
<br />CONCRETE BLOCK STRUCTURES
<br />1/4-0 TA:�S!
<br />Cl-)
<br />ANCHOR 0 9 0, C.
<br />ANCHOR 9 O.C.
<br />On
<br />CONCRETE BLOCKCONCRETE
<br />ItEoLaw.
<br />BLOCK
<br />ED..
<br />on.
<br />it
<br />11--SEPAPANION,
<br />I TO GLASS.
<br />GLASS
<br />'L, Mol.
<br />PANEL LENGTH
<br />6* PANEL LENGTH
<br />(SEE C"TION
<br />(SU DEVIATION
<br />Wn, ON V*Xt .2)
<br />T ---If ON SHEET 12)
<br />a TO GLASS.
<br />It
<br />IT'
<br />-0
<br />T
<br />AA LC EXISSTM PW
<br />CONCRETE
<br />CONCRETE
<br />•a
<br />CONCRETE MACH v-'
<br />REVAltm
<br />"DPW
<br />REQUIRED IN
<br />1/4'* PAN
<br />1/4-6 PANCLUAlt A'
<br />NO"ANIEL
<br />ANCHOR 9 12 1 ot,
<br />ANCHOR (BEYOND) 0
<br />WE SHESTS 15 As, 14 IN ANCHOIN TYPE SPAOIND! FOR
<br />WALL MOUNTINaS
<br />SCALE
<br />piguAl~ INTO gm $1111ME amsew
<br />� AMD" IOANNINA AND MNWo am 011"NAMINE
<br />ARE INDCOVED ON THIS SCHEDIALL IN E.D UM THAN
<br />INWATED 00 SCHMU PMKE ANCHOR VACING In
<br />'ILILIMPLYWO Mcm OWN am soma try THE
<br />FOLLOW4 FACIONS. FOR THIS OPIPFAMON TO BE POSSIBLE.
<br />"M SPAICANI ODYAO WWA FACTOR SAVLL NOT BE
<br />Lost THIAN W"M MOM 00011CWTED FOR EACH ANDION
<br />TAPE ON YM SCHIMML
<br />1/4-P Iles
<br />&%MO wpm (-a 3 1
<br />FLORIDA BUILDING CODE (Mon High Velmlt�v cam Zone)l
<br />-a."&
<br />MAIN oeoft Imma W 3
<br />PC
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />WAN IN,
<br />MICRO
<br />A A a-ft-
<br />STATE I
<br />MOM PROTECTION PRODUCTS, U.C. am -
<br />A 4041,
<br />AM LAW At lffW
<br />Dom, m 33411
<br />ow 1.00
<br />Nt
<br />Fjol, ""M"M 20-175
<br />PE fA/WOM�Ira/OAII0=
<br />CA-ODWIV
<br />!!.1 — 1 w 1 AN. 00004"l-w- - OWPM 1w.
<br />F9 I 'I BMW 14 w we
<br />•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING C s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO cowgm & comcgETE BLOCK mumms
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 5. ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />Dt"
<br />PRESSURE
<br />RATING
<br />(P
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING C s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO cowgm & comcgETE BLOCK mumms
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 5. ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />Dt"
<br />PRESSURE
<br />RATING
<br />(P
<br />MAXIM1,114
<br />ANCHORS
<br />SPACING
<br />FOR
<br />WIN E.O.
<br />PER SCHEDULE
<br />BELOW
<br />APPUCANUE
<br />TO SIC,
<br />VAXIMUAI
<br />00
<br />MAIL A.S.D.
<br />PRESSURE
<br />RATING
<br />(P-4-0
<br />MAXIMUM
<br />ANCHM
<br />SPACING
<br />FOR ININ
<br />ED.
<br />PM SOHKDIAJE
<br />88DW
<br />APPLICABLE
<br />TO
<br />OF THEM RNA N
<br />MAMUM
<br />PAMO.
<br />LENGTH
<br />v
<br />(A.)
<br />vitim
<br />SOUD-SET
<br />FEMALE
<br />0
<br />1 PUVS
<br />ZAMAC-NMM
<br />rAUKtN
<br />COMBINATION
<br />OF THEM
<br />TAPOON
<br />SOLIO-SIT
<br />FEMALE
<br />a
<br />PLUS
<br />ZAMAC-KNUN
<br />CALK-111
<br />—
<br />to
<br />ewcmm
<br />—,*
<br />3k"0111
<br />To
<br />cosom
<br />70
<br />mcummu
<br />amam
<br />.43. -46
<br />cot
<br />Ir
<br />Is-
<br />.3k
<br />Is-
<br />Is-
<br />Is-
<br />Ir
<br />13-
<br />Ir
<br />Ir
<br />11.
<br />Ir
<br />Ir
<br />I F-
<br />51-r
<br />OR
<br />TO
<br />-03, -a
<br />13,
<br />13,
<br />13,
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />13*
<br />Ir
<br />13,
<br />it
<br />it In
<br />1 (TOP)
<br />5,-Ir
<br />OR
<br />LESS
<br />13*
<br />Ir
<br />Ir
<br />1-3,
<br />13'
<br />Is-
<br />Is.
<br />Ir
<br />Ir
<br />ly
<br />is.
<br />is'
<br />13,
<br />Ir
<br />13,
<br />13'
<br />13,
<br />ly
<br />is'
<br />AS'
<br />Ir
<br />13"
<br />11 1/2
<br />7 (BOTTOM)
<br />Ir
<br />13,
<br />13,
<br />-13:
<br />ir
<br />Ir
<br />13,
<br />3 ;7
<br />I s-
<br />t3- r
<br />Is-
<br />1 r
<br />2 MM
<br />13,
<br />ly
<br />13,
<br />13,
<br />ir
<br />is'
<br />Ir
<br />13*
<br />It
<br />is,
<br />Is-
<br />it 1/2
<br />2 (TOP)
<br />iY
<br />is-
<br />Ir
<br />Ir
<br />Ir
<br />Is-
<br />71;
<br />3
<br />13*
<br />Ir
<br />13'a_
<br />ir
<br />13'
<br />2 (BOTTOM)
<br />Is,
<br />Ir
<br />Ir
<br />ir
<br />Is-
<br />l i�
<br />Is-
<br />Ir
<br />Ir
<br />L3'
<br />13'
<br />13' ir
<br />Is-
<br />Ir
<br />Ir
<br />13m
<br />137
<br />IY
<br />Ir
<br />3 (TOP)
<br />Is-
<br />tr•
<br />(TOP)
<br />1/
<br />1/4'
<br />a 1/012
<br />112`12
<br />1/2
<br />-
<br />6 Ile
<br />4 1/4-
<br />3 (MOTION)
<br />6 1/4'
<br />6 1/4'
<br />3 (W"MQ
<br />V
<br />r
<br />5,
<br />r
<br />8*
<br />7 1/2'
<br />4 (TOP)
<br />'Ir
<br />a"
<br />a,
<br />w
<br />8 1/2'
<br />a"
<br />? 1/2'
<br />r
<br />s
<br />r
<br />5,
<br />4 Cw)
<br />a-
<br />It.
<br />4 (11011,04)
<br />3 CIOP)
<br />Tj,
<br />13,
<br />is,
<br />T3
<br />Is-
<br />--iF
<br />I I 1 2'
<br />�TAli
<br />ly
<br />1
<br />is*
<br />Is-
<br />Is-
<br />Ir
<br />!3-
<br />Is-
<br />13--,
<br />is,
<br />13 .
<br />Ir
<br />13*
<br />ir
<br />is-
<br />—Ir
<br />13,
<br />Is-
<br />Ir
<br />Ir-
<br />is,
<br />137
<br />Ir
<br />_Is-
<br />IF-
<br />-T3;-
<br />Ir
<br />13,
<br />13'
<br />Ir•_13'
<br />-13,
<br />___13*
<br />-is - "--
<br />A Ille
<br />W
<br />ir
<br />tr
<br />ir
<br />or
<br />tr
<br />ir
<br />137
<br />6 1/4-
<br />13'
<br />6 1/4-
<br />6 (TOP)
<br />.4
<br />3;--
<br />-C3
<br />IF
<br />�3-
<br />Ir
<br />IW
<br />Is-
<br />- t - r,
<br />13-
<br />it 1/2'
<br />4 1/..
<br />a ow".1
<br />--
<br />--
<br />-6-1/-4-'
<br />9-1-/4-'-'
<br />-fiA/'*-
<br />9 1/4'
<br />-
<br />I/e
<br />6 1/4'
<br />a Ile
<br />13,
<br />10 1/2'
<br />lY
<br />r
<br />13*
<br />7 1/2
<br />a 1/2
<br />Is-
<br />4 Iff
<br />I (TOP)
<br />TO
<br />I
<br />13,
<br />Ir
<br />13*
<br />ir-
<br />a 172-'-
<br />is,
<br />A va'
<br />9 i/r
<br />• 1/2T
<br />ir
<br />s in'
<br />I MP)
<br />>W-r
<br />To
<br />--IJL-
<br />is-
<br />7-
<br />Ir
<br />13-
<br />Ir
<br />9 1/2
<br />fY
<br />i 1/2
<br />111 1/2
<br />7 1/2
<br />Is-
<br />r
<br />I (SOTTO)
<br />-i]r-
<br />i 1/2,
<br />ir
<br />13,
<br />*
<br />Ir
<br />tr
<br />to,
<br />It"
<br />A.
<br />13,
<br />6 1/1'
<br />1 (BOTTOM)
<br />tr
<br />b*
<br />1 13"
<br />All) 1/2'
<br />Ir
<br />71
<br />13,
<br />r
<br />7 1/2
<br />5 112
<br />ir
<br />4 Ila'
<br />2 (IOP)
<br />is"
<br />'.
<br />it
<br />13'
<br />1-101
<br />Ir
<br />1 1/2*
<br />Ir
<br />5 1/2'
<br />2 I1r
<br />6 112'
<br />Ir
<br />5 1/2'
<br />2 ITOP)
<br />r
<br />Ir
<br />Ir
<br />137
<br />0 1/2
<br />is*
<br />9 1/2
<br />10 in
<br />7 1/2
<br />13'
<br />6 1/2'
<br />2 (BOTTOM)
<br />13,
<br />7 I/r
<br />Ir
<br />13,
<br />1-3-
<br />IW
<br />Ir
<br />it'
<br />W
<br />13*
<br />a III`
<br />I (Santsm)
<br />ly
<br />Ir
<br />IA�
<br />10 1/2
<br />7..1 A?
<br />1 /113
<br />MP)
<br />7 I1r
<br />JIL,
<br />-
<br />3L
<br />0
<br />Ir
<br />To-
<br />It-
<br />41'
<br />Is-
<br />0 I/Z-
<br />3 (TOP)
<br />-
<br />is 1/2'
<br />is I1V
<br />6 Ile
<br />6 1/4-
<br />12 lir
<br />_10
<br />0 Ile
<br />-
<br />9 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />12 1/2-12
<br />1/2'
<br />6 Ile
<br />0 Ile
<br />12 Ile
<br />12 1 /2'
<br />-
<br />-
<br />1 1/4'
<br />1 I/V
<br />i (eorrom)
<br />7-
<br />3-
<br />' $
<br />5 1/2"
<br />r
<br />3 llr
<br />8*
<br />e
<br />4 -j--
<br />/2-
<br />-
<br />-:F-
<br />- —
<br />---;--
<br />a
<br />j-aF)--
<br />5'
<br />T.
<br />1`
<br />41-
<br />A-
<br />e
<br />4 1/2-
<br />3 1/2-
<br />6 1/2'
<br />3-
<br />--
<br />TTOP)
<br />13*
<br />7-
<br />5 1/2'
<br />7 Ill*
<br />-
<br />4(SdR0M0
<br />Ir•
<br />•it.
<br />15-
<br />4 (BOTTOM)
<br />is-
<br />13
<br />Ir
<br />2 1/2'
<br />I.V
<br />1
<br />1
<br />1/2-.r
<br />Is-
<br />r
<br />15 (TOP)
<br />13'_
<br />I/r
<br />13*
<br />Ir
<br />is,
<br />to'
<br />Ir
<br />to,
<br />I'
<br />As.
<br />Ir
<br />a 1/2*
<br />6
<br />13,
<br />-;-3�
<br />13'
<br />0 1/2"
<br />13*
<br />0 q1/21
<br />1/
<br />!�O
<br />13^
<br />a I/r
<br />Ir
<br />13'••
<br />-I
<br />It*
<br />a-
<br />Is-
<br />8 1/2-
<br />5 (BOTTOM)
<br />7 1/2
<br />4r
<br />Ir
<br />1/2ji_jyt
<br />1/2*-G
<br />MP)
<br />fil
<br />1/-
<br />0 1/4--fe
<br />wil
<br />1/4-t
<br />I
<br />is 1/4-16
<br />114-16
<br />(ICED-)
<br />ja
<br />Ile
<br />i a Ile 16
<br />Ile
<br />16 1/4-1
<br />- I
<br />Su now I A no Now" " A VIACOM MR mutuArems Kim am mem mmummus,
<br />0 WWM MCNIAN SPACINDS 40 WWO EDGE 067MM Aft ININAXIIED ON THIS 11CHOPIAL IN ED
<br />LM THAN OWAID ON It"DIRIE NMU ANCHOR PAIN IN MAWALYING WAPONO DOW ON
<br />somma IN THE 001.1011100 FACTORS. IN Rft OPERATOR IQ BE "Mt mmm SAAM
<br />OWW" USM IIACM POLL Not WE LUS THAN MW"W SPANK 00"rD FOR EACH **M TAPE
<br />ON *6 SCMEN"
<br />t
<br />ANCHOR m
<br />-jLvej
<br />pok
<br />PLUS
<br />am,-w
<br />wmm AACHO VOCK cm.)
<br />1
<br />f
<br />>
<br />1
<br />3 Ali,
<br />I in
<br />0-4
<br />3 tr
<br />r
<br />I
<br />J 113'
<br />5
<br />In
<br />AMK m mummot (m)
<br />FACTOR
<br />Iffl- - .
<br />Yr
<br />;AAA-
<br />4'j5
<br />IAG
<br />SPA2*MYVAUD hSux FOR MAX. A.S.D.
<br />DE511LORDS MAX. SPACER USED.
<br />nLL& a
<br />ABA. DEBION LOAD
<br />IIIIIJUM PAN&
<br />Loam
<br />40 PSF OR LESS
<br />S.-S.
<br />> 40 PSF TO 50 PSF
<br />V-2-
<br />> 50 PSF TO 50 PSF
<br />V-10"
<br />A MAX. PANEL LENGTHS ARE OPW VAUD FOR INSTALLATIONS
<br />*/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C.
<br />(SEE SMIGNE A ALT~TM ON BUYS 13. 14, 15 &to)---
<br />3• MAX +R-1A/13. R-2A/13, A-3A/K It-118/13. 4-20/13. 111-3111/114, 3 4". 01-1AW/15, R-21LW/15, R-3AW/15. 111-29W/15. R-30W /if.
<br />oDro
<br />0 0 0 0 0 Eti
<br />-T-TTIA
<br />' C- I- - I i
<br />71-
<br />ZjI 4'0 2ml* S.S. BOLTS it L.
<br />U; FAAhw#EL LEDm4TH FOR
<br />PANEL LENGTH
<br />OVER
<br />REGULAR ST M PANEL Ir-S' 0 +400. -40.0 ",C
<br />REG" STORM PANEL
<br />(W/ 44
<br />OVERLAP MI) PANEL LENGTH DOLT)
<br />-----------------
<br />N•LIFE PANEL 0 +50.0. -41HA p.IAI.
<br />(Wo ovatio No PANEL Liam" GMT)
<br />4
<br />-2w,
<br />USE 2'-a - MR. PANEL LENGTH
<br />7 AT ALL MMWNM
<br />SA
<br />• AT EA I
<br />LI2SAT -tfte ---
<br />TION 0A LIFE SAFVV
<br />PANEI BOTTOM CGW*Its
<br />D.M.4) —0
<br />or WIND NO AT-. EXTERIOR WING NUT Al t INSTAWTIONS ONLY VALID FOR WIND
<br />-3: MAX. LEFT PANEL R_JJAAAARIGHT PAWL 3:
<br />I WN, R-IA/13, R-2A/13. R-IIA/14. 13. R-2111/13. R-39/14, I wt SPEED UP TO 170 ftp.h.
<br />1,0111-1AW/15. R-2AW/15. R-301111/16. 11--low/13. R-amps. R-mwAAAI6,
<br />(SEE SECTIONS A, ALTERNATIVES ON SHEETS 13. 14. 15 *16) - - -----
<br />I/e MO. GAP
<br />LIFE SAFETY STORM PANEL ELEVATION (t)
<br />SCALE 1/4'-1'
<br />2."7*
<br />01 STORM PANEL (met oil m -1 !t!u wum STORM PANEL
<br />Ijjl��
<br />A
<br />VAX, GO A
<br />... Ai
<br />7
<br />LIFE SAF PANEL
<br />EMRIOR
<br />SECTION A —A
<br />SCALE 1/4--t-
<br />TT Ij
<br />INSTALLATION
<br />DETAILS
<br />INTO
<br />FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />PANEL61)
<br />7,
<br />T
<br />=APOON
<br />0 r ox
<br />-02
<br />MAIL
<br />1/4"
<br />T 01/4'
<br />hkx
<br />A
<br />---A
<br />14-
<br />An,,
<br />W.
<br /><D
<br />At
<br />1'A•
<br />11
<br />S�e
<br />V1
<br />Is
<br />-`- GL/S.
<br />umw ow r-In
<br />A
<br />YPANEL
<br />A,
<br />MAX
<br />40 Act ma
<br />I Lo� Pool r-41")
<br />*L' VAX
<br />4
<br />1L- -Y
<br />PANEL LENCTIAI
<br />DIV.'.
<br />kA..
<br />4� amm
<br />PANEL LOAM
<br />(SEE ELEVATION! A,
<br />ON It-= it)
<br />(SEE
<br />ON SHEET 12)
<br />PANEL LEAKTH
<br />j (SEE ELEVATION
<br />_0 ON SHEET 12)
<br />ISEE ELEVATION
<br />ON SHEET 12)
<br />0 I'
<br />s�--SWEPARAIIOAN
<br />I
<br />1
<br />A - T 5 1* km,,�
<br />IA-
<br />I TO GLASS.
<br />VA
<br />r
<br />go I. mi..
<br />TO GLASS
<br />I Ll2 SFIARAY100--
<br />70 at"$.
<br />i
<br />#----SEPARA1XW
<br />W2
<br />TO GLASS
<br />30
<br />Eb
<br />01E
<br />/2
<br />1/4-0 TAPCON
<br />�-w
<br />REQUIRIVE)
<br />A=
<br />Amunalt 0 9- D.C.
<br />STAODERED It/ STUD
<br />NO O.C.
<br />STACOFM W/ SPA
<br />D.C. PLATE
<br />U4 thn
<br />WOOD
<br />REOLV=
<br />REOWRW
<br />WALL MWIMNO
<br />SCALE 3/8-1*
<br />IRRENGUELAYN FOANIMS
<br />A. T4
<br />............
<br />AMM&MAK
<br />FLORIDA BUILDING CODE (Won High Veloafty INWWU tons Zone)
<br />44167
<br />am 7k"= At
<br />24 CARE GALVANIZED STEEL STORM PANEL F.0
<br />I, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p.t.1) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET It
<br />•
<br />S STATE 0
<br />ONM RAI
<br />GLOW PRIMICT" PRODILKIM. Lw. DOE,
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />Am to. $I PWW
<br />WAS. 01. 3331
<br />TO BE SOUTHERN F49EF/C
<br />Inc
<br />No 7. INA, SPECInc
<br />111a I!Z
<br />ANOW BIN IO. FAX (N"Noo-"l 20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />1-1,1
<br />P.L417
<br />%3II �rl
<br />AA or is
<br />A
<br />MMMUM A.S.D. DESIGN PRESSURE RATING (p.af.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />scHipuLE FOR REGULAR sTogm PANrLLni imsmuaoms imm CONCRETE & CONCRETE mm STRUCTURES
<br />(VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATINIC
<br />IMMIJIM ANCHORS SPACING FOR MIN ED PIM SCHEDULE BELOW
<br />NA 9�,
<br />- "so
<br />DES"
<br />PRESSURE
<br />RATING
<br />MkV" ANCHORS SPACM FOR WIN ED. PER SCHEDULE BELDW
<br />APPUCANUE
<br />To
<br />Imum
<br />PANEL
<br />TAPCON
<br />PANELMATE
<br />"C-MmEmi
<br />CALK -IN
<br />It—
<br />Ri
<br />A
<br />CAIX-IN
<br />A
<br />I fin,
<br />0311:131
<br />To
<br />CON3�
<br />=a"=
<br />*moo=
<br />Or
<br />to
<br />---
<br />10�-
<br />cmm
<br />31
<br />amom
<br />TO
<br />75. -73
<br />Ir
<br />W
<br />Ir
<br />I r
<br />13'
<br />Ir
<br />I r
<br />Ir
<br />12-
<br />Is-
<br />to'
<br />I ITI
<br />oil
<br />LESS
<br />-75
<br />TO
<br />x-livit;
<br />3.
<br />to,
<br />is,
<br />6 1/2'
<br />7 t/3'
<br />5 1/2'
<br />vz-
<br />A
<br />W-41.
<br />OR
<br />LESS
<br />Is-
<br />3:
<br />Is-
<br />Ir
<br />Ir
<br />Is-
<br />13'
<br />Ir
<br />12*
<br />Ir
<br />10'
<br />1 0101700
<br />-13,
<br />13'
<br />6 1/2"
<br />13'
<br />tr
<br />13,
<br />Or
<br />13,
<br />1.
<br />to'
<br />7 1/2-
<br />Ir
<br />13*
<br />11,
<br />Ir
<br />13'
<br />Ir
<br />13'
<br />Ir
<br />iY
<br />ior
<br />2 (TOP)
<br />Ir
<br />'.
<br />ir
<br />10 1/2'
<br />is*
<br />6 t/2'
<br />Ir
<br />6 I1r
<br />7 Ila*
<br />3 11'r
<br />13*
<br />4 1/2'
<br />2 (TOP)
<br />is-
<br />Il"
<br />it
<br />13'
<br />13'
<br />13'
<br />13*
<br />13'
<br />11-
<br />12'
<br />13'
<br />10*
<br />2 (waMYTOOM
<br />Ir
<br />1.
<br />13,
<br />13,
<br />Ir
<br />9 1/2*
<br />13"
<br />9 I1r
<br />10 1/2*
<br />7 I/r
<br />13'
<br />6 1/2'
<br />2 00170111)
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />1 Is-
<br />Ir
<br />IS"—
<br />Is.
<br />to-
<br />3
<br />Ir
<br />13,
<br />Is-
<br />0 1/2-
<br />ir
<br />9 112'
<br />10 1/2'
<br />7 1/2'
<br />Ir
<br />"
<br />3 (TOP)
<br />-11L-
<br />-123L
<br />it yr
<br />At 2
<br />5 1/1'
<br />6 1/4'
<br />12 Ilr
<br />12 1/2-
<br />-
<br />6 1/4-
<br />5 1/4-
<br />3 (1101TOM)
<br />-
<br />it 1/2
<br />12 1/2-
<br />a I/e
<br />4 1/4-
<br />12 1/2-
<br />6 1/4-
<br />-
<br />-
<br />0 114-
<br />4 I/e
<br />3 (110111`011)
<br />13'
<br />4.
<br />At.
<br />w
<br />0 1
<br />7.•4*
<br />4 1/2*
<br />4 (TOP)
<br />7'
<br />--y-
<br />3
<br />is,
<br />1'
<br />-ri
<br />•il�/2
<br />—1/2'
<br />7-
<br />3 1/2-
<br />-
<br />r
<br />4-
<br />-
<br />9'
<br />4 1/2*
<br />!r
<br />IOL
<br />X
<br />-
<br />/2'
<br />6 1/21
<br />2 1/2'
<br />4 013P)
<br />4 (90"(1m)
<br />is*
<br />Ir
<br />Ii
<br />12'
<br />0
<br />1 r
<br />Is-
<br />-
<br />1-6-
<br />- *riom)
<br />13�
<br />iF-
<br />is'
<br />is,
<br />13'
<br />a.
<br />Ir
<br />13'
<br />CRIP)
<br />T--
<br />73
<br />r
<br />2-
<br />Is-
<br />1/
<br />0 1/2'
<br />10 I1r
<br />7 1/2'
<br />is,
<br />v
<br />117
<br />13"
<br />13*
<br />13'
<br />-
<br />1
<br />1 r
<br />to*
<br />1.
<br />to 1/2'
<br />is.
<br />a 1 4
<br />6 1/2'
<br />4
<br />1 y
<br />1 4
<br />1 r
<br />/2'
<br />13,
<br />4 1/2'
<br />0 I/e
<br />6 1/4'
<br />(wn.-)
<br />At /6
<br />6 1/
<br />6 1/4•
<br />1 4•
<br />-
<br />-
<br />6 1/4.
<br />a /4.
<br />a
<br />Is'
<br />7-1/2*
<br />3*
<br />li'
<br />13*
<br />lo'
<br />Ir
<br />to -
<br />—17
<br />6 172.
<br />1 (TOP)
<br />>S'-r
<br />To
<br />Ir
<br />a
<br />3•
<br />11.
<br />IT
<br />0 1/2'
<br />1 r
<br />6 1/2'
<br />7 112'
<br />15 1/2'
<br />15,
<br />• 0•
<br />1 , 0-I
<br />To
<br />I
<br />13"
<br />7 1/2'
<br />ir
<br />13"
<br />13'
<br />10 1/2'.-
<br />la'--
<br />10 1/2'
<br />11 1/2'
<br />g'
<br />Ir
<br />r
<br />A (BOTTOM)
<br />13,
<br />6 1/2'
<br />
<br />13'
<br />-13,
<br />tr
<br />r
<br />13,
<br />'.
<br />10'
<br />1 (BOTTOM-)
<br />IS'
<br />I I/r
<br />13'_
<br />13,
<br />1 r
<br />lo'
<br />Is-
<br />to'
<br />r
<br />1/7*
<br />2 (TOP)
<br />Y
<br />5*
<br />is'
<br />10 VT
<br />13'
<br />16 1/2'_
<br />13*
<br />6 112'
<br />7 1 .
<br />/2 ,
<br />is'
<br />4 /3
<br />13'
<br />Ir
<br />Ir
<br />10 1/2'
<br />Is-
<br />10 112'11
<br />-2,'
<br />1/2'
<br />s*
<br />Ir
<br />7-
<br />2 (BOTTOM)
<br />13*
<br />7�3�-
<br />r
<br />--i;
<br />13*
<br />is'
<br />r
<br />_13
<br />2 1/2'
<br />13'
<br />0 1/2'
<br />10 1/2"
<br />.5
<br />7 1/2'
<br />1 r
<br />GO 1/2'
<br />cwry6i)
<br />13'
<br />7 1/2'
<br />Ir
<br />Ir
<br />13*
<br />10 11r
<br />is'
<br />10 1/2-11
<br />1/2'
<br />11-
<br />Ir
<br />r
<br />3
<br />11
<br />Is-
<br />S -I
<br />-1/4,
<br />r
<br />9 111*
<br />to 1/2 .
<br />I I
<br />W-
<br />r
<br />3 Crop)
<br />-
<br />-
<br />It Vz'lj-�P2
<br />'i-1 ;-47
<br />�j- ,jr
<br />-j-1 j4•
<br />-
<br />-
<br />41 1/4
<br />3 W11041)
<br />12 1/2-
<br />12 1/2'
<br />1 1/4-
<br />6
<br />At 111
<br />6 1/4*
<br />--
<br />4 1/4'
<br />1 (90"Old)
<br />:71/1'
<br />3 112'
<br />V
<br />i-ijF
<br />TTI-e
<br />-7�--•
<br />5 I/r
<br />7'
<br />3 1/2-
<br />6-
<br />41-
<br />4 1/2-
<br />3-
<br />4 Ila
<br />2 llr
<br />j-6jj�)
<br />a'
<br />a'
<br />-
<br />11,
<br />-
<br />w
<br />4 mow"wow
<br />r
<br />-
<br />a /21
<br />is.
<br />-
<br />ir
<br />-
<br />IS qv-
<br />-
<br />4 (BOTTOM)
<br />Ir
<br />7 Ala'
<br />-;3;
<br />10 1/2'
<br />13"
<br />10 1/2'
<br />11 Ill'
<br />8'
<br />13'
<br />r
<br />5 Crop) 1
<br />0 1/2"
<br />la-
<br />w
<br />Ir
<br />13'
<br />91
<br />10*
<br />A, 't. I
<br />A
<br />13*
<br />-i 112'
<br />13"
<br />TF
<br />10 1/2'
<br />Is-
<br />10 1/2'
<br />11 1/7'
<br />5-
<br />13'
<br />r
<br />b (—)
<br />Is-
<br />1.
<br />13*
<br />11.
<br />13,
<br />9 112,
<br />Is-
<br />1
<br />V
<br />5 (NOTION)
<br />1/2'111
<br />13'
<br />7*
<br />1
<br />1'j
<br />_
<br />1,
<br />Ts;--
<br />a•
<br />1/4'16
<br />i/ell
<br />1/4'19
<br />1/4-1
<br />17-
<br />'A".
<br />J
<br />16
<br />1/4'16
<br />114VIS
<br />(1101YAAA)l
<br />In imm 11 FOR ANOMORS IYPF & SPACING ralt Oolkmnm Ono 0000 #WK ILKMK
<br />ymm, ANCHOR WAMM " Vb"& Met WtVa AM &QUM ON THIS SCMEXKE FOR LO
<br />Lt2S TWO POCAND ON SOHEOIAI REPAX ANCHOR SPACM Of MILTIPLANG V*Cpm 900 ON
<br />Ballot" API IM FOUCk"M FACIM FOR Itift VMYM TO IM POSSIBLE, ARDIACCIA SIANCIIIIII
<br />WrAMM LAMA" SHALL Will BE LJOIS THAT tffid" SPACING INDCAND) FOR EACH AMM TV"
<br />TW SPKDUL
<br />%/4%
<br />1 1/4-�
<br />ye.
<br />t54-L
<br />VV4.
<br />no"= ?ft
<br /> . 1
<br />UPCok
<br />-1
<br />VOW-WANI
<br />"JI-40A
<br />LVOM Akow WVAXC Ch.)
<br />3
<br />'/1
<br />mmwmmu
<br />3
<br />3 I/r
<br />3
<br />3
<br />/r
<br />3 At
<br />3 vr
<br />AMIN. m mummat
<br />I`AVTOR
<br />I yr
<br />Die
<br />r
<br />31
<br />SPACNOIS ONLY vWRIER USMM #1 FOR WX A.S.D.
<br />Dom ED" !MAX. WHEN Sp IF is USED.
<br />umLJj
<br />A
<br />A.S.D. DEMON LOW
<br />MAIOMUIM PAINEL,
<br />LENGTH
<br />40 PSF ON LESS
<br />61-6.
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 80 PSF
<br />V-110,
<br />A MAX. PANEL LENGTHS ARE OWY VALID FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL Q-)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4,0 TAKCNAI.CL 1/4-0 TAMON vcwm FIGURED 1/4*0 TAPOON-0.
<br />ANCHOR 0 0* ANCHOR 0 0' OIC CONCRETE OR ANCHOR 0 2' 9=woou:m
<br />CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK
<br />ROOMED, REQUIRED, 7; IIEOUINEO.
<br />4)
<br />C.D./ E.00 "t
<br />EXffEJWj to GLASS.
<br />GLASS
<br />A v m-
<br />PANEL Lrwr.
<br />MAX.
<br />6' PANEL LENGTH
<br />(SEE ELEVATION
<br />(SEE CILEVATION
<br />ON SHEET 12)
<br />ON SAM 12)
<br />-SEP*JtATIM
<br />0 To GLASS.
<br />AA
<br />W2
<br />E
<br />ED 0
<br />)/4*0 T"(4) TAAACON
<br />ANCHOR 0 V O.C. ANCHOR 0 9* D.C.
<br />EXISTING POURED CONCRETE OR A= CONCRETE Opt
<br />CONCRETE BLOCK REOUARED, Rm IWOUARED,
<br />&KHMILS A95"ANEL
<br />WALL UNTINGS
<br />SGIR3/8- I -
<br />M IN= 18 h 10 MR ANCHOWS
<br />AOMM Im
<br />TYPE a wili0m; root wITAUATOW INTO
<br />"Pop
<br />mAAALAi MOM wwm w
<br />3
<br />'ROOD FWM SAMM
<br />MNWW ANCHOR VVCM 00 UNUM
<br />'IZAAAAAAAw
<br />3
<br />ON SCHERALLE INIKKIE ANCHOR 111MCDR CO. LEAS NNW II CIA111
<br />ft.
<br />3
<br />imm
<br />impaim
<br />III MA at SPACING SHOW% ON
<br />SENEGAL at THE rouvom FACTORS,
<br />•
<br />Am
<br />1/2.
<br />ALAN,
<br />Wi
<br />Faft INOP� " III FOBIW-L
<br />REDUCE) VACM )WILL SS UNO
<br />rAAClOft SAPAI IM BIT LASS THAN
<br />wow SPAID" WDOATOD MR EICAI
<br />ONCHOR WFAE ON "ft SCHODIAL
<br />1/4.0 TAPCON - - - 0 ANCHOR 0 O.C.CoR
<br />CONCRETE SEDCK
<br />REQUIRED.
<br />4)
<br />I- SEP To GLASS,
<br />II
<br />X
<br />TIN!II -01
<br />MAIL.
<br />PANEL LENGTH
<br />M ELEVATION I
<br />Min
<br />ON SHEET 12) 1
<br />Jr-SWAIIIATION
<br />U to CLASS.
<br />4)
<br />r
<br />EGI
<br />Inn
<br />TAPOON
<br />ANCHOR 0 9' O.C.
<br />EXISTING POURED CONCRETE OR
<br />SEQ1iQH-A--2A
<br />e IrdawFEALs
<br />-CONCRETE BLOCK REGUIRED
<br />!#Htft"-
<br />WALL MOUNTINGS
<br />$cAu 315.1-
<br />01
<br />Al —
<br />MAX
<br />6' PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />ED, 0
<br />TAPOON
<br />ANCHOR a V O.C.
<br />EXISTING POURED CONCRETE 00
<br />CONCRETE BLOCIK RE*M=
<br />• NIEL
<br />INSTALLATION DETAILS
<br />INTO WOOD
<br />FOR UFE SAFETY PANEL
<br />STRUCTURES
<br />(1)
<br />R
<br />RED
<br />-roa r-
<br />U,
<br />1/4-At IA"
<br />'a IAPOD! jZ4
<br />In•It /1.
<br />'T' 1 1/4'
<br />2' A
<br />E "in
<br />warmn
<br />GLASS
<br />LDm am r-n
<br />PANEL LENGTH
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />ON BMW 12)
<br />I• Mn
<br />SEPAIWTION
<br />to GLASS.
<br />A-,
<br />ILIvr w
<br />%ff
<br />"a",
<br />1
<br />1 1
<br />PLATE
<br />REOUK14M 1/4-0 PANELMATE PLUS
<br />PLATE
<br />REQUIRED•
<br />1/4-0 PANEumm PLUS
<br />ANCHOR 0 12 1/2* O.C.ANCHOR
<br />0 12 1/2- ELC
<br />NOS
<br />nmNATIM
<br />44167
<br />FLORIDA BUILDING CODE (Mon Mph Vel"Ity Hu one Zone)
<br />IT,
<br />m
<br />I. INSTALLATION ARE ONLY VAUD FOR MA(. AS.D.
<br />STATE OF.
<br />24 CAGE GALVANIZED STEEL STORY PANEL
<br />DESIGN PRESSURE RATINGS (p.s.f PANEL
<br />LENGTHS AS PER ELEVATION ON LZEDI IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD
<br />/UNAA. -- /;7412,)
<br />mom mncT*N mwxm Lm
<br />LIMO L
<br />-
<br />DIME AL 33314
<br />PINE . W/ SPECIFIC
<br />MEMBERS TO BE SOUTHERN No 2
<br />0401".6;0"A
<br />aW
<br />(W)@W?mk Im
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />okww ft
<br />mu'vowmalwo
<br />ARBIL
<br />fAIQi IA a le
<br />>
<br />C)
<br />(D
<br />-6-0
<br />0
<br />fU
<br />0-
<br />c-
<br />0
<br />2
<br />cn
<br />CU
<br />-0
<br />2)
<br />CL
<br />CU
<br />0
<br />Cu
<br />-0
<br />cn
<br />-0
<br />0
<br />0
<br />c-
<br />C
<br />=
<br />0
<br />a)
<br />CU
<br />C:
<br />0
<br />>
<br />.I;n
<br />cn
<br />-0
<br />a)
<br />cn
<br />C
<br />CU
<br />CU
<br />0
<br />ca.
<br />CU
<br />40
<br />-&-A
<br />co
<br />ca.
<br /><
<br />417
<br />C=x
<br />C%d
<br />U3
<br />O
<br />LAJ
<br />E! = CZ)
<br />=. r— C=)
<br />fl r-L
<br />Cn
<br />m C-a' C"!
<br />Ara=
<br />AV) C�
<br />V5 =
<br />47
<br />GX
<br />3:
<br />TD
<br />LJ QL)
<br />E
<br />Cl- CJ
<br />CD
<br />CD
<br />Cn
<br />SHEET NO.
<br />SH 1.4
<br />
|