|
I _�__ _3-
<br />-p",, -
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURLD CONCREM
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM PANEL 11) SYSTEMS
<br />Oil ==L.
<br />OR 2'. 3' '3105 H-14 OR
<br />,III VAQES -,,4' WOOD TIMOR _w 003
<br />.0. ALLOY CONT ALUM.
<br />.4 & 0WOUIPED ANCLE WITH 1/1'. . 1 314"
<br />3/1-
<br />TAPCDN 41 Ir O.0
<br />-OURM CDNCRETL DO D,
<br />POURED COW "L t/.,. 1 3/4 TAPcom
<br />K OR 2w ftoo mAkof 2
<br />BLOC 1/2 Cl
<br />REOLARED CONCRETE BLOCK Of ANCHOR 0 1 Z' a 67
<br />2.4* *DOE FRAME L 1 or'(0 M4";-
<br />DAP
<br />4
<br />0 12* OZ 2*
<br />VARIES 5 COW
<br />.033
<br />IF M. mdu OR
<br />ALUM_
<br />ow* ISA SHEET OWIM. CO.CmEw
<br />X'3105
<br />am FLAT[ BLOCK OR 2'W WOOD FRAME
<br />-71
<br />2.. '25- 1
<br />3105-ml- OR 4 REOLOND
<br />6063-16 &LOT 2- - /AS
<br />V...
<br />CONT ALLAL ANCIS Fla X - - - - - - - M GAP
<br />1/-' SOLT .* . C . 07
<br />0 Wac� 3105-w. on 0XIS-TS AULM
<br />WAIACKW C-1 *_ Ow
<br />CASE A (PLAM) CASE 0 IFLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4'-1' SCALE 1/4--1 SCALE 1/4'.1- SCALE 1/4'.1'
<br />SOUI>-SET OR CALH-4ft
<br />(A ELOO PANELWATE
<br />I AT FEMAUT 0 AND
<br />COMM .4. on PAMOUIIIATE PLUS (SEE
<br />Go r 4, WOOD SIDES OF OPENING SCHEOM ON SHEETS 9.
<br />(FAIR AS APPLICABLE 6
<br />PANEL
<br />2*�' WOOD FRNAI
<br />OVERLAP KNOW REQUIRED K. 4) & (m
<br />OPENING WIDTH) 77
<br />a (�t 0,(v
<br />RIAR FLAT FLARGES PARALLEL to
<br />Sr M. RAU (wYm CUT Do pAmn�
<br />IF - 0 DISTANCE
<br />vm)
<br />CASE 9 (PLAN)
<br />SCALE 1/4'-1'
<br />,Ir& VALID FOR DIRECT MOUNT INSTAUATION ONLY Fit
<br />r
<br />CERTIFIED PANEL INSTAIIATION AT WALLS W/
<br />No. 44167 SURFACE LEVEL VARLATIONS WITHIN 3/4'
<br />Ilr FLORIDA (Non Nigh Velocity Hu loan* Zone)
<br />BUILDING CODE
<br />CASE E (PLAN) CASE F (P 24 GAGE GALVANIZED STEEL STORM PANEL
<br />0� ----------
<br />SCALE 1/4'-1' SCALE 1/4"-l' AID
<br />I E C 0 GLOBAL PROTECTM PRODWS, U.C.
<br />I L FIAT[,.
<br />QXKF S-R. a Suez,
<br />GAVE. `L 33311"WMI 20-175
<br />P.CWE (UHRIMI-71HII, FAX
<br />pumme; W,
<br />.E sr"/,o .. W,%m C.-most" Ez' -
<br />RALVER A TULP J'L. P-E F_2RR.=QQ man a at Is
<br />FLORIDA LA, 0 441C
<br />MAXIMUM A.S.D. DESiGN PRESSURE ING Uad-) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (f) INSTALLATIONS INTO WOOD STRUCTURE
<br />(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATIVES IW THRU 4W. ON SHEM 5 & 7)
<br />MAX. A_$ U
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.- I
<br />MAXIMUM A14CHORS SPACING MR ED. . AS SHOWN ON SHEETS 5 & 7
<br />"T,
<br />ALTERNATW.
<br />ANY
<br />CL:%0014
<br />a, THEM
<br />TAPCON
<br />LAG SO"
<br />PANEILMIATE
<br />FEMALE 0
<br />-
<br />PLUS
<br />WOOD EUTSHWK;
<br />13
<br />111 (TOP)
<br />13"
<br />13.
<br />1w (BOTTOM)
<br />6 112-
<br />6 1/2-
<br />6 1/2
<br />6 "1.
<br />6 1/2*
<br />2w (TOP)
<br />+4a. -is
<br />OR
<br />LESS
<br />-
<br />a'
<br />IS'
<br />-
<br />8 1/4-
<br />13,
<br />T3
<br />12 112
<br />a I/,v
<br />IS,
<br />2w (wir")
<br />5*-o'
<br />OR
<br />LESS
<br />SO (W"DM)
<br />40 ITOP)
<br />(BOTTOM)
<br />3
<br />13,
<br />a 1/7,
<br />1w (TOP)
<br />13*
<br />13"
<br />111, (BOTTOM)
<br />6 1/2-
<br />6 $/2'
<br />5 1/2
<br />6 1/2"
<br />2w (TOP)
<br />-
<br />8 1/4-
<br />_2 i;__
<br />Ij2
<br />- '�__
<br />0 Ij4
<br />IN (WIT-)
<br />To
<br />4 112-
<br />4*
<br />6 1 2-
<br />5 1/2-
<br />14-4
<br />1/2_
<br />1/2,
<br />7-
<br />7-
<br />3W EVOTTOM)
<br />0 1/2.
<br />9 17r
<br />2
<br />'S.
<br />13,
<br />W
<br />r;'_� TA13LE #1 FOR VAX. A.S.D. DESIGN LOADS & MAX PANEL LDCrHS WHEN SPACER " IS
<br />I USED, CORRESPONDING ONLY TO ALTER11,ATE 2111f ON SHEU 6 1
<br />mm� ASID.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SPACM FOR ED. - AS SHOWN ON SHEETS 6 Is 7
<br />APPLICABLE
<br />To,
<br />ALTERIATNE5
<br />0 Ir ANY
<br />COMBINATION
<br />OF THEM
<br />MAXIMUM
<br />PAMEL
<br />LENGTH
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALLZ 10
<br />PANELMATE
<br />PLUS
<br />WOOD BUISHIMIG
<br />15,
<br />1w mm
<br />_(wnom�
<br />IS-
<br />4
<br />6 1/2*
<br />6 1/2-
<br />6 1/2*
<br />6 1/2-
<br />6 1/2-
<br />2w (TOP)
<br />-mm.)
<br />,.AS. -45
<br />TO
<br />75. -7$
<br />-
<br />7 1/2-
<br />-
<br />6 1/4-
<br />a'
<br />13'
<br />12 1/2'
<br />ar
<br />a.
<br />13*
<br />5 1/4-
<br />-
<br />(TOP)
<br />ITOM)
<br />3--w
<br />OR
<br />LESS
<br />Ir
<br />IS.
<br />13,
<br />13'
<br />13
<br />IS"
<br />13
<br />Iw (TOP)
<br />>5-0-
<br />TO
<br />13
<br />is,
<br />_4 Ifi�
<br />6 /4-
<br />to
<br />1/2.
<br />_F_
<br />6 Ij2
<br />1/2-
<br />L2-
<br />1/4-
<br />---
<br />2W (W)
<br />2W (11M.-)
<br />T___
<br />It CIOP)
<br />-
<br />1/.*
<br />12 1/2'
<br />___ ___
<br />4 1/2'
<br />__
<br />5-
<br />T_ - __
<br />1
<br />--- __
<br />1/2-
<br />-
<br />-aii) -----
<br />13'
<br />W
<br />;w
<br />13-
<br />3-
<br />13'
<br />4W WITOM)
<br />SEE TABLE fl FOR MINK. A.S.D. DESIGN LOADS & MAX. PANEL LIENGTHIS ARIEN SPACER @ 15
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHM 6
<br />A.S.O. DESIGN LOAD
<br />MA)MIUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-6*
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />5'-1077
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ffMALE 0 OR PANEL MATE PLUS
<br />ANCHORS & W1 @� �P
<br />1/2' O.C.
<br />A
<br />A-S.D. LOAD
<br />MAXNM PANEL
<br />Loam
<br />40 PSF OR LESS
<br />6'-B*
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />I > 50 PSF TO 60 PSF
<br />V-10,
<br />a MAX. PA14ft LDWHS ARE OW VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS ar W/ "SPACER AT 12 1/2' O.C.
<br />- ANCHORS (SEE SECTKINS A ALTERNATIVES ON SHEETS 11. 14, 13 6,16)
<br />r*R-IA/13, R-2A/13, R-W14, R-1111/13. R-20/11 R-30/14. 3' mAx.
<br />P-IAW/15, R-2AW,115. R-SAW/16. +111-IIIIIII/15i R-28WI15. 111-3001/16. 1- 1 2k,_
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATIN".a.f.) AND CORRESPONDING MAXIMUM ANCHQR SPACING SCHEDULE
<br />FOR REGULAR STORM NELI INSTALLATIONS INM CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAX. A.S_ .
<br />0
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />111 .0
<br />WMWUM ANCHORS SPACING FOR Met E.O� PER SCHEDULE mow III
<br />APPUCAME
<br />To SMION,
<br />Is t qY
<br />comelvim
<br />or THEM
<br />VAMON
<br />PANEL.
<br />LEr
<br />PL)
<br />MAX. &S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P�$.t.)
<br />MOMMUM ANCHORS SPACING FOR MR EM PER SCHEDULE BELOW *
<br />APPL.
<br />To SECTIONS
<br />WAUWW
<br />PANEL
<br />"OH
<br />00
<br />TAPCON
<br />SOLID-SIET
<br />PAXELMATE
<br />= TE
<br />FEMALIE ID
<br />pus
<br />Z#AVZ-,%"
<br />CALK -IN
<br />TAINCON
<br />SOUD-$E1
<br />SOLI
<br />PAIAEUMAtE
<br />FEMALE 1)
<br />I PANIELANITE
<br />PLUS
<br />ZAMAC_mNUk
<br />CALX-IN
<br />To
<br />omem
<br />10
<br />CORIDE,
<br />".
<br />To
<br />to
<br />COHERENT
<br />m
<br />=m
<br />10
<br />-w
<br />To
<br />-ICIAr
<br />-
<br />a
<br />To
<br />To
<br />Is
<br />-
<br />to
<br />C.w
<br />Commm
<br />-ow-
<br />To
<br />owamm
<br />W
<br />cokowmm
<br />OF THEM
<br />.45. -45
<br />OR
<br />LESS
<br />L
<br />13'
<br />13'
<br />13*
<br />13'
<br />13`
<br />1
<br />13'
<br />13* 13*
<br />IS*
<br />77
<br />ir 1
<br />w
<br />I mp)
<br />W-01
<br />OR
<br />LESS
<br />45.
<br />m
<br />-65
<br />Ir
<br />13*
<br />IS -
<br />Ilr
<br />13
<br />13*
<br />-1
<br />_Ir
<br />13-
<br />3*
<br />3:
<br />Ir
<br />11t 1/2'
<br />1 (TOP)
<br />5'-'r
<br />OR
<br />LESS
<br />IF
<br />13-
<br />13�
<br />1 F
<br />_131
<br />4.
<br />'S.
<br />IS'
<br />1�3_
<br />'r Ir
<br />13"
<br />13-
<br />T3
<br />T73�
<br />I Tela-FO-M)
<br />13,
<br />1 ur
<br />13'
<br />T
<br />13-
<br />13-
<br />1 r
<br />13.
<br />IS
<br />I r
<br />III t/21
<br />I (BOTTOM)
<br />13r'
<br />- 1-
<br />13-
<br />T);
<br />13-
<br />3
<br />
<br />Ir 13-
<br />- __
<br />3-
<br />-
<br />Ir
<br />__1 _;__
<br />13'
<br />IS*
<br />2 CrOM
<br />13,
<br />tr
<br />1 3-
<br />13'
<br />11.
<br />Ir
<br />'r
<br />�13
<br />13-
<br />11 1/2'
<br />2 Cw)
<br />13,
<br />IS.
<br />13*
<br />IS.
<br />IS.
<br />IS*
<br />13'
<br />Ir
<br />IS.
<br />'S�
<br />I,
<br />r
<br />11 1/2
<br />2 (BOTTOM)
<br />IS.
<br />I r
<br />t3:_
<br />13*
<br />r
<br />13-
<br />ir 13-
<br />IF
<br />3
<br />7r-
<br />13*
<br />2 (BOTTOM)
<br />Ir
<br />Ir
<br />13,
<br />IS.
<br />Ir
<br />13-
<br />13,
<br />13-
<br />it 1/2'
<br />3 (UP)
<br />13'
<br />Ir
<br />13-
<br />ir
<br />Ir
<br />Ir 13*
<br />IS
<br />Ir
<br />13-
<br />3
<br />3 CrOP)
<br />-
<br />12 1/2*
<br />12 1/2'
<br />0 1/4'
<br />6 1/4-
<br />12 1/7 P2 1/2'
<br />6 1/4.
<br />__F
<br />6 1/4.
<br />3 (W"OM)
<br />1/2!2
<br />1/�_
<br />6 1/4-
<br />6 I11V
<br />12 1/2-12
<br />1/2-
<br />6 Ile
<br />/A-
<br />1 (W"W
<br />a-
<br />r
<br />r
<br />r
<br />a.
<br />7 r
<br />4 (TOP)
<br />1.
<br />a
<br />5 1/2-
<br />-
<br />is'
<br />Ti __
<br />11-
<br />-
<br />6-
<br />_Fr
<br />1
<br />-6-1/4-
<br />6 1/2'
<br />13'
<br />3_-,
<br />137
<br />6 1/4'
<br />a-
<br />IS'
<br />T_
<br />r
<br />_11Y
<br />7 1/2'
<br />13*
<br />13;
<br />a.
<br />13"
<br />W
<br />__W
<br />T
<br />3:
<br />IS-
<br />13'+L3'_
<br />It.
<br />ILtL2
<br />It 1/2*
<br />11 1_
<br />6 '/.-_G
<br />4 LBOTW
<br />5 (BOTTOM)
<br />6
<br />(BOTT-)
<br />r
<br />13,
<br />Ir
<br />13,
<br />13'
<br />Ir
<br />J
<br />13"
<br />ly
<br />1 3
<br />-
<br />a-
<br />-
<br />-�L
<br />r
<br />IS.
<br />B.
<br />-
<br />4 (wrOM)
<br />POP)
<br />5 (BOTTOM)
<br />Vop�
<br />(wrt.
<br />13*
<br />-
<br />'k
<br />rT
<br />13,
<br />13-
<br />13*
<br />Ir
<br />IS
<br />6 1/4'
<br />3'
<br />vf
<br />IS"
<br />3*
<br />6 I/C.6
<br />'3_'
<br />13
<br />13'
<br />1/4-
<br />131
<br />1/4-
<br />9 1/4-
<br />6 1/4-16
<br />f/4-
<br />,3*
<br />Ir
<br />13-
<br />1/2-
<br />137
<br />7-
<br />13- 7-
<br />7 1/215
<br />t/2
<br />IS'
<br />4 1/2-
<br />1 (TOP)
<br />TO
<br />14'-4*
<br />13'
<br />IS,
<br />13
<br />is,
<br />a v/2,
<br />7 1/2'
<br />9 1/2-15
<br />1/2'
<br />13*
<br />5 1/2
<br />1
<br />>5,-r
<br />TO
<br />-A'
<br />_j
<br />14
<br />_10
<br />JL
<br />13-
<br />1 r 9 1/2
<br />Lo 1/2
<br />7 In
<br />w
<br />r
<br />'Top'
<br />I (BOTTOM)
<br />Ur
<br />[3-
<br />7 1/2-
<br />13-
<br />13-1
<br />Ir
<br />-to-
<br />Ir
<br />to"
<br />it"
<br />a^
<br />ir
<br />6 1/2^
<br />1 (BOTTOW)
<br />3
<br />13-
<br />-
<br />1/2
<br />Ir
<br />1.
<br />13* 1.
<br />7 1�2
<br />1
<br />4 112 -
<br />2 (TOP)
<br />Ir
<br />_ii�
<br />r-
<br />1
<br />0 1/2'
<br />13'
<br />3 1/2*
<br />�i 1 2
<br />t�
<br />6 1/2
<br />Ir
<br />5 1/2'
<br />2 (TOP)
<br />Ir
<br />__13,
<br />1Y
<br />1
<br />_Il2�
<br />5 1/2-
<br />2 (BOTTOM)
<br />13-
<br />7 1
<br />13�
<br />IS.
<br />12 1 /V
<br />IS,
<br />12 1/2'
<br />1 _r
<br />13-
<br />6 1/4'
<br />6 1/4'
<br />10*
<br />�o .
<br />Q
<br />W
<br />9 TT/
<br />1
<br />'r
<br />1 2-
<br />to'
<br />16;
<br />T2 Iji�
<br />a'
<br />a
<br />IS'
<br />IS,
<br />It 112-
<br />e 1/2'
<br />2 (BOTTOM)
<br />3 (TOP)
<br />13'
<br />__n
<br />13'
<br />13*
<br />1;�
<br />10 /2
<br />1/2
<br />6 L/2:
<br />3 CtOP)
<br />12 1�0:
<br />B*
<br />L
<br />5 1/2"
<br />7*
<br />3 1/2;
<br />U2 III'tl
<br />W
<br />1/2'
<br />5 1/2'
<br />3'
<br />6 t/4'
<br />6 1/2"
<br />7 1/2-
<br />6 1/4'
<br />r
<br />3 J(WROM)
<br />j )
<br />4 (BOTIOMI)
<br />7/2-
<br />0*
<br />or
<br />� �14
<br />r
<br />a.
<br />4-
<br />-
<br />a.
<br />4
<br />2r,
<br />1/2'
<br />3"
<br />(Top)
<br />Mair
<br />Ir
<br />13'
<br />1/4
<br />13,
<br />13, -
<br />1/2'
<br />1/--
<br />1. r
<br />_13-
<br />i�lr
<br />is 112'
<br />is 1/2-
<br />6 1/4
<br />Ir_jj 1/2*
<br />IS- !9 1/2-110
<br />1 13' 1 7*
<br />IL11T
<br />1/2',7
<br />17 '1
<br />1/2'
<br />_L_
<br />IIV
<br />LI/2
<br />13'
<br />-6 l/.116
<br />6'
<br />.
<br />In
<br />1/2'16
<br />1/.*16
<br />15 (TOP)
<br />1, (BOTTOM)
<br />, '.)
<br />(TOP)
<br />BETT
<br />(BOTT
<br />13-
<br />6 1/2*
<br />r
<br />3,
<br />Ir
<br />13,
<br />11
<br />11.
<br />Ir
<br />10'
<br />1.3
<br />I 1/2 '
<br />& I
<br />0-
<br />I
<br />a'
<br />ir
<br />:�_
<br />_10-
<br />w
<br />a-
<br />__2l' __
<br />13
<br />is A
<br />1/2'
<br />5 (WTMU)
<br />1
<br />T-11-1
<br />_23�_
<br />18
<br />6 1/2
<br />9 1/2
<br />6 1/2
<br />13
<br />1/2'
<br />5 CTOP)
<br />j
<br />G 1/4'
<br />i_113
<br />le�
<br />_13_
<br />I/CIO
<br />It/_
<br />_
<br />/IF
<br />+
<br />L
<br />5 1 4
<br />A -
<br />1/4
<br />T -)
<br />a (Bar I
<br />SEE SHEET 11 FOR ANCHORS I"-[ It VACAWG FOP INSIALIATIONS WO WIDOID MINE INALD"M
<br />MARIANA ANM400 SWINGS AM IMMMIUM EDGE DISIA"CE ARE INOCKTOI ON THIS SCHEIRRE FOR ED
<br />LESS THINK INDICATED OH SCHOKU ROM AMISION SPACIMC BY "101VAIM SPREAD, SHOWN ON
<br />SCHEDULE V THE FOLLOWIWO FACTOW, MR THIS OPERATION To ME MSMI. "M SPACINO
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<br />----------- ---------------
<br />LIFE SAFETY S TORM PANEL 7'-G* 0 +50.0. -34.0 P.Af
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<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN f OR- OF
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