|
I I' 111I I I III III ('"I 1 '-11 1
<br />I I _I 1 _L'1'
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL (1) SYSTEMS
<br />mO ROM "
<br />\a' v+OR
<br />E IN ]' a AL SIa1 H-14 p
<br />•, PEOL HOW FIAIE A063-TS 'e CONE. III"
<br />O ® NWtIMm
<br />: SV WA"1 0. WITH
<br />AISLE THWH i{4Y . 1 ]/•' f
<br />_
<br />1 2 1/2- ` TAPCCN a 12 O.C.
<br />//
<br />=IIIW Yid• E6000 iRNE --, PoIIRED DdCRETE, ... • 1 1 ,/.RITIll•.. , 3/4• TAGV// z ,/z• \• ' _
<br />REQUIRED CONCRETE BLACK Dr 1 L_ MID1011 a lr 01- O-
<br />WO D FRAME 4 DR® '^ u
<br />i 2'm4' \ ARV AKAil i,
<br />\ L
<br />/-)
<br />CUT AfVEL 1 ;
<br />1 U'M°He T2. O.C.Y . r . An' roIONAIE tEc LouTION;
<br />F41,
<br />/ VARIES 2• 1 2'
<br />O s MOLE m< L c,.E AL10 MOLE 00
<br />l
<br />S 030, 3105-Nt 51 SHEET POLAND CONCRETE. CONCRETE
<br />7• % 4• % - ( -- ----- H l- "INI META, ALUM, BEM PIAR ROOK OR 2•N' ROOD ERNE
<br />.173• '`
<br />3105-N1. dP / 2 1/2' O i (T• 7 REQUIRED
<br />60Q-n ALN } M/ - 2•
<br />CONT. ALLW. ANGLE
<br />_----------M°`---- J M°./cAP
<br />Ile IF BOLT _4; ..' . O7r
<br />W 12• aC 3 1111A W N063-n ALLOT
<br />w/AROMA C.O. Al.. MKI E
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4'-1' SCALE 1/4•-1• SCALE 1/4'-1• SCALE 1/4--1•
<br />MINE 0
<br />INANIMATE
<br />BDTf dal W 6,[F75 ..
<br />,,sX POURED CONCgE1E, _ \` ~ , - fl •© ti7 ® OR WOOD SIDES OF
<br />- (LAN. PANEL ,• CONCRETE e.dX DIE \' VARES_j 1 O a. ® FRAME RFAIAED AS MR"GINEE t0 a „)
<br />OVERLAP BEYOND 2*.* 1 FRAME r urA
<br />'. OPENING WIDTH) coNr3ETL fAMf:NEn' ' ,
<br />\ w x A+ WOOD FeAME 1 `
<br />\
<br />KMWACD \ \ : "
<br />., FRONT
<br />o
<br />VARIES©®
<br />�M f[AT WiMLLitl To
<br />s MIL 1 SILL (NEVER CUT END PAEL)
<br />It • 9-O. DISTANCE1--
<br />1 )
<br />1
<br />S
<br />-� INNNNx CASE G (PLAN)
<br />' f0 Y R11% MHO
<br />A. n4il SCALE 1/4••1'
<br />All ��Ea
<br />1R1 • r O.G. .• ✓9Its VALID FOR DIRECT MOUNT INSTALLATION ONLY k
<br />-ar �CEN f
<br />E' ''. • CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />r
<br />II
<br />No. 44167 •fy SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />i 'k * : * = FLORIDA BUILDING CODE Ilan High Velocfffty HurEfcons Zang
<br />CASE E (PLAN) CASE F (PLAN) 24 CAGE GALVANIZED STEEL STORM PANEL rA'
<br />ORNRF W.SCALE 1/4"-I" SCALE 1/4'-1` 4y�iC�: • f�OR(DP,.��4(rNL
<br />rTm/ym
<br />/ IL E C O GLOBAL PROTECTION PRDDUCTSr LLC• NQE:
<br />RNA.
<br />NOO Sr. a, SLIMS
<br />AAA..r a vw OWN. FL a314 20-175
<br />a" Of-Z ..: am NI -,INN "NONE, CSa)9 7Esa FAX, (Ma)M-SM
<br />�••�+• DWAS N-
<br />CA-a00M119 �,,.
<br />pE. eCi,/•WMUA✓WlE WALTER A 1tin J._ vL - arm. wart 6 a< toM, 7
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (Ia.s,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />scNFDULE FOR REGULAR STORM PANEL III) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1tDINSTALLATIONS AS PER ALTERNATIVES ,W THRU 4W, ON SHEETS 6 k 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMAL ANCHORS SPACING FOR ED. - AS SHOWN ON SHEER 6 At T
<br />AAPIICIAKE
<br />TO
<br />4 A3AY NATIVES
<br />Or THEM
<br />MA%•IW
<br />PANEL
<br />LENGTH
<br />(n)
<br />TAPCOHI
<br />SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PANELAMTE
<br />PLUS
<br />WOOD NN)516NG
<br />,3.'
<br />tJ'
<br />17"
<br />13'
<br />1 3.
<br />tr (TOP)
<br />t3•
<br />13'
<br />13'
<br />13"
<br />13.
<br />,N (Bormm)
<br />a 1/2.
<br />6 1/I'
<br />6 1/2-
<br />6 lIr
<br />5 1/2'
<br />2111 (MOP)
<br />-
<br />-
<br />6 1/4•
<br />12 1/2-
<br />6 1/4•
<br />2W (SOTT.•)
<br />5•-0.
<br />ON
<br />e-
<br />311, (TOP)
<br />LESS
<br />Jw
<br />13•
<br />--13'
<br />_ 13,
<br />13•
<br />13•
<br />AN
<br />MmOrmm)
<br />+48, -45
<br />°R
<br />OR
<br />13•
<br />13"
<br />13'
<br />13•
<br />13
<br />13•
<br />13-
<br />13'
<br />13,
<br />a 1/2•
<br />N (Top)
<br />13'
<br />13'
<br />13•
<br />13,
<br />a•
<br />Tr (BOTTOM)
<br />6 1/2•
<br />6 1/2-
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />(EDP)
<br />-
<br />-
<br />0 t/4-
<br />12 1/2'
<br />6 ,/4,
<br />WAR.•)
<br />>W-W
<br />4 1/2'
<br />4'
<br />6 1/2-
<br />6 1/2'
<br />-
<br />(TOP)
<br />14'-4-
<br />4 1/2•
<br />4 1/2-
<br />7'
<br />7•
<br />-
<br />(earTOM)10
<br />IN
<br />1/2'
<br />9 1/2-
<br />2•4-
<br />(TOP)
<br />13-
<br />13"
<br />13'
<br />13•
<br />0 t/2-
<br />(BOTTOM)
<br />• SEE TABLE /1 FOR MAX. A-S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER " IS I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />PRESSII�
<br />ATM;
<br />MAXIMUM ANCHORS SPACNO FOR E.D. - AS SHOWN ON SHEETS 6 A 7
<br />APPLICABLE
<br />ALTERINKIIII
<br />/ R ANY
<br />4 T1ON
<br />MAXIMUM
<br />LENGTH
<br />iNa
<br />TAPCON
<br />LAG SCREW
<br />PAIELANTE
<br />F064LE O
<br />PANEUMTE
<br />PLUS
<br />W000 BUSM1116COMdHEM
<br />tr
<br />13,
<br />13•
<br />13"
<br />13.
<br />IN crop)
<br />13'
<br />lr
<br />13'
<br />13'
<br />6'
<br />1W (/OROM)
<br />5 1/2-
<br />6 1/2'
<br />6 1/2•
<br />6 1/2-
<br />6 1/2•
<br />2W (IM9
<br />-
<br />-
<br />6 1/4-
<br />12 1/2-
<br />6 1/4'
<br />7# (SOFT!)
<br />Y-0'
<br />7 1/2-
<br />e•
<br />e•
<br />-
<br />SIR (EDP)
<br />LE S
<br />e"
<br />6'
<br />6'(7OFTOY)+46.
<br />-43
<br />75, -75
<br />61/2-
<br />13•
<br />13,
<br />13'
<br />13,
<br />4W (6DROM)TO
<br />Ir
<br />13'
<br />13•
<br />10'
<br />IN (TOP
<br />13,
<br />13'
<br />13'
<br />6 1/4•
<br />1N (BOTTOM)
<br />6 1/2•
<br />6 1/2•
<br />6 1/2'
<br />6 1
<br />2w (TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2•
<br />6 1/4
<br />MOTT.•)
<br />> TO '
<br />4 1/1'
<br />5'
<br />7 1/2-
<br />7 1/2'
<br />-
<br />(LOP)
<br />7'-5•
<br />5'
<br />El.a•
<br />-
<br />SW (NOTION)
<br />IJ'
<br />12'
<br />13'
<br />13'
<br />1 5 1/2'
<br />AIR (lair)
<br />13•
<br />t7•
<br />,3'
<br />1S'
<br />70'
<br />(BOTTOM)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />7lO,E.ii
<br />e
<br />A.S.D. DESIGN LOIN
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE ffMkALE 10 OR PANEL MATE PLUS
<br />ANCHORS k W/ S1WSx 1/2. O.C.
<br />T.. .
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o.11.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL d) INSTAL LAXIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 k 5)
<br />MIA%. A.S.D.
<br />DEgOH
<br />PRESSURE
<br />RATING
<br />• f)
<br />MA1(M" ANCHORS SPACING FOR MN E.O. PER SCHEDULE BELOW
<br />ro1CABLE
<br />I
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />(n)
<br />MAX. A.S.D. .D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p.at.)
<br />MAXSIANCMpiS SPACING FOR MN EA. PER SCHEDULE BROW
<br />AP U"A" E
<br />• ANYLENGTH
<br />Immuu
<br />PANELI/C
<br />NL)
<br />TAPCON
<br />SOLID -SET
<br />ID
<br />FEMALE(p
<br />PLUS•
<br />2AMAC-NAMLN
<br />CJi1C-N
<br />TAACON
<br />SOIA-SET
<br />1100- llIE
<br />FEMALE 10PLUS
<br />P
<br />CAX-N
<br />m
<br />to
<br />m
<br />ro
<br />70
<br />w
<br />m
<br />m
<br />.
<br />m
<br />to
<br />m
<br />m
<br />w
<br />IC
<br />m
<br />+45. -43
<br />LESS
<br />tJ'
<br />13•
<br />13'
<br />t3'
<br />13'
<br />11"
<br />t3'
<br />t3'
<br />tJ'
<br />•
<br />S
<br />,r
<br />,r
<br />(TO►
<br />SDn
<br />LESS
<br />+43�-15
<br />+85. _65
<br />it
<br />,r
<br />,r
<br />•
<br />3
<br />, r
<br />,3•
<br />, '
<br />3
<br />,r
<br />,r
<br />tr
<br />,r
<br />It 2
<br />/
<br />1 ((�)
<br />SOR
<br />ISSN
<br />,r
<br />IY
<br />IS"
<br />13'
<br />13'
<br />1r
<br />13'
<br />1r
<br />13•
<br />13•
<br />73•
<br />it
<br />7 (BOTTOM)
<br />13•
<br />Ir
<br />Ir
<br />13•
<br />Ir
<br />13•
<br />tr
<br />13•
<br />Ir
<br />13•
<br />Ir
<br />1 1/2
<br />1 (BOTTOM)
<br />13'
<br />13'
<br />13•
<br />13•
<br />13'
<br />13"
<br />13•
<br />13'
<br />I3'
<br />13•
<br />1r
<br />,r
<br />2 (TOP)
<br />13'
<br />is'
<br />13•
<br />13'
<br />,r
<br />13'
<br />13•
<br />13•
<br />O'
<br />13"
<br />13'
<br />is 1/2
<br />2 (TOP)
<br />t3•
<br />tl'
<br />11'
<br />13'
<br />Tr
<br />13'
<br />77•
<br />13'
<br />t3'
<br />U'
<br />U'
<br />13'
<br />2 (BOTTOM)
<br />tT
<br />tr
<br />/3'
<br />13'
<br />13'
<br />,r
<br />I
<br />13'
<br />13'
<br />13'
<br />11
<br />11 1 /2
<br />2 (BOTTOM)
<br />13•
<br />13•
<br />1r
<br />Ir
<br />13,
<br />t3.
<br />1Y
<br />13•
<br />13•
<br />1r
<br />U•
<br />t3'
<br />7 (TOP)
<br />tr
<br />13•
<br />Ir
<br />13•
<br />1r
<br />13•
<br />13-
<br />13"
<br />1r
<br />13•
<br />tr
<br />It 1/2
<br />3 (TOP)
<br />-
<br />-
<br />1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/2'12
<br />t/T
<br />-
<br />-
<br />6 1/4'
<br />5 1/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2-12
<br />1/1
<br />6 1/4•
<br />6 1/4'
<br />2 1/2
<br />12 1/2
<br />-
<br />-
<br />6 1/1'
<br />6 1/4•
<br />3 (BOTTOM)
<br />0'
<br />6'a'
<br />6'
<br />a'
<br />r
<br />B'
<br />e'
<br />7 1/2•
<br />7R
<br />a'
<br />5 1/2•
<br />e•
<br />r
<br />6'
<br />6 1/2'
<br />a"
<br />7 1/2•
<br />a•
<br />s'
<br />a•
<br />S•
<br />A(TOP)
<br />S'
<br />-
<br />6'
<br />-
<br />B`
<br />-
<br />S•
<br />-
<br />4 (B°TTaM)
<br />E•
<br />-
<br />6•
<br />-
<br />6'
<br />-
<br />e•
<br />-
<br />6••4
<br />(BOTTOEQ1J'
<br />T
<br />IT
<br />!S'
<br />f3'
<br />,3•
<br />t3•
<br />13'
<br />t3'
<br />1J'
<br />t]'
<br />(TOP)
<br />13'
<br />13'
<br />13•13•
<br />tr
<br />13•
<br />Ir
<br />13•13•
<br />tr
<br />13•
<br />11 1/2
<br />(T°P)
<br />13•
<br />13'
<br />L22*12
<br />13•
<br />tr
<br />Ir
<br />13'
<br />13•
<br />73•
<br />13'
<br />13'
<br />/J'
<br />5 (BOTTOM)
<br />13'
<br />t3•
<br />13'
<br />I3•
<br />tr
<br />13•
<br />tr
<br />13'
<br />it
<br />13'
<br />13"
<br />11 1/2
<br />5 (BOTTOM)
<br />13'
<br />13,
<br />13•
<br />$3•
<br />13'
<br />13'
<br />13•
<br />I3•
<br />13'
<br />13'
<br />13'
<br />6 (TOP)
<br />13•
<br />13•
<br />Ir
<br />13•
<br />tr
<br />13•
<br />tr
<br />13•
<br />13"
<br />13'
<br />13'
<br />11 1/2
<br />6 (TOP)
<br />_
<br />a 1/Y
<br />8 1/1'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />6 //1'
<br />0 //4.
<br />6 «)
<br />_
<br />-
<br />6 1/4'
<br />a t/+•
<br />a t/s•
<br />6 1/4'
<br />-
<br />-
<br />-
<br />6 I 4'
<br />6 1/4,
<br />6 (BUTT.••)
<br />13
<br />S10
<br />1/2
<br />,r
<br />r
<br />13-
<br />r
<br />7 1/2
<br />5 1/2
<br />Ir
<br />4 1/2'
<br />1 (TOP
<br />>5,�•
<br />TO
<br />13•
<br />6•
<br />Ir
<br />13'
<br />13"
<br />a 1/2'
<br />Ir
<br />a 1/r
<br />9 1/2•
<br />5 1/2'
<br />13"
<br />S 1/2
<br />1 (TOP)
<br />>S'-e'
<br />to
<br />9-6•
<br />13'
<br />7-
<br />Ir
<br />13-
<br />1r
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13-
<br />6•
<br />t (BOTTOM)
<br />17'
<br />7 1/r
<br />t3'
<br />13•
<br />lr
<br />10•
<br />13•
<br />10•
<br />it'
<br />a-
<br />13'
<br />6 1/2'
<br />1 (BOTTOM)
<br />13•
<br />5'
<br />13•
<br />10 1/I
<br />13•
<br />7'
<br />13•
<br />r
<br />7 1/2
<br />5 1/2
<br />it
<br />4 1/2-
<br />2 (TOP)
<br />IS'
<br />6'
<br />t3'
<br />13'
<br />13•
<br />0 1/2•
<br />Tr
<br />6 1/2'
<br />9 1/2•
<br />0 1/2-
<br />13-
<br />5 1/2*
<br />-2 (TOP)
<br />1r
<br />7•
<br />tr
<br />t3'
<br />Tr
<br />0 1/2
<br />13•
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13•
<br />5 1/2•
<br />2 (BOTTOM)
<br />tY
<br />7 1/2-
<br />13'
<br />Ir
<br />13•
<br />ta'
<br />1r
<br />to"
<br />it'
<br />e'
<br />Ir
<br />0 1/2'
<br />12 (BOTTOM)
<br />13•
<br />7•
<br />13'
<br />13'
<br />13'
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6 ,/V
<br />3 (TOP)
<br />13'
<br />7 1/2'
<br />13-
<br />13,
<br />13'
<br />to'
<br />I
<br />to-
<br />it"
<br />e"
<br />13•
<br />6 1/2'
<br />3 (TOP)
<br />-
<br />12 1/2'
<br />12 1/2
<br />6 1/4'
<br />0 I11V
<br />2 1/2'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />2 1/2*.
<br />12 1/2
<br />6 ,/4•
<br />6 1/4'
<br />12 1/Y
<br />12 1/2•
<br />-
<br />-
<br />6 1/4-
<br />0 1/4•
<br />3 (BOTTOM)
<br />7•
<br />J•
<br />e•
<br />S 1/2•
<br />7'
<br />J 1/2'
<br />0-
<br />4'
<br />. //2'
<br />J•
<br />a 1/1•
<br />3'
<br />A
<br />7 1/r
<br />3-
<br />e-
<br />6•
<br />7'
<br />4•
<br />a'
<br />A•
<br />4 1/2'
<br />3 1/2-
<br />6 1/2'
<br />3-
<br />4 ITOP)
<br />6'
<br />a•
<br />5 1/2'
<br />-
<br />7 1/2L41/2-
<br />4 (BOTTOM)
<br />1'
<br />6•
<br />e•
<br />a'
<br />-
<br />5 •
<br />-
<br />7 1/r
<br />-
<br />4 (BOTTOM)
<br />13-
<br />7•
<br />13-
<br />IS•
<br />13•
<br />9 1/2•
<br />13•
<br />9 1/2'
<br />10 1/2'
<br />7 ,/2'
<br />13'S
<br />(TOP)
<br />13'
<br />9 1/2"
<br />13•
<br />13•
<br />13•
<br />to'
<br />13•
<br />to'
<br />I1-
<br />a•
<br />13'
<br />6 1/2.
<br />5 (TOP)
<br />13•
<br />1
<br />13•
<br />r3'
<br />13'
<br />9 1/2'
<br />11•
<br />0 1/2.
<br />10 1/2
<br />7 I/2'
<br />,3'
<br />S (BOTTOM)
<br />iJ'
<br />a ,/2'
<br />IJ'
<br />tJ'
<br />1J'
<br />70'
<br />13•
<br />70'
<br />tf
<br />a'
<br />13'
<br />6 1/2'
<br />S (BOTTOM)
<br />13'
<br />S.
<br />tl•
<br />t0 V2
<br />t3'
<br />r
<br />U'
<br />T
<br />7 1/2•
<br />5 t/2'
<br />13'
<br />6 (TOP)
<br />13'
<br />6'
<br />1J'
<br />U'
<br />t3•
<br />a 1/T'
<br />tJ'
<br />6 i/Y
<br />9 ,/2•
<br />6 1/2'
<br />IS•
<br />5 1/2'
<br />6 (TOP)
<br />6 1/4'
<br />6 1/4'
<br />a 1/4
<br />6 (BUTT.'•)
<br />-
<br />6 1/4-
<br />6 1/4•
<br />6 1/A'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 t/s'
<br />6 i/4'
<br />6 (R)TT.••)
<br />SEE BRIT It TOR ANCHORS WK • SPACING FOR INSTALLATIONS PRO WOOD PM" P ADNM
<br />IF1/MNIY ANCHOR SIMJM04 AND BRAN EDGE ONTNI ARE MACAIED ON IRS •I•.-.Y•r FOR E.D.
<br />LESS THAN OCCATO ON SCHEDAE IN = ANCHOR SPAC14 N MULTIPLYING SPACING SNOW ON
<br />6CHGAU N M FOLLOWS FACIDRL FOR THIS OPERATION TO IN MSNRL am M SPACING
<br />OBTAINED USIO FACTOR WALL Nor K LESS THAN WOO" 5PACOM ND UTED FOR EACH ANCHOR TYPE
<br />ON THIS SCHEDULE
<br />ANCHOR TOPE
<br />1/4:
<br />,/.•.
<br />,/.:
<br />-
<br />,/.:
<br />-
<br />1/4•.
<br />-- -
<br />zNNc-Nnr
<br />1/4.0
<br />---
<br />wx-«
<br />-
<br />lA1ee•
<br />— --
<br />saIO-v
<br />PMLNWN
<br />III
<br />,A,IALUM
<br />MAeHM mcmoe VAC" (SL)
<br />3
<br />]
<br />3
<br />3
<br />2 I/r
<br />2 1/2
<br />IIeRAaII MWIN TALI
<br />3
<br />] ,/r
<br />r
<br />3
<br />3 ,/Y
<br />3
<br />omANCRAJ •DOA
<br />3
<br />] ,/r
<br />] 1/2-
<br />3 ,/2
<br />3 If
<br />AMK BOOK =VDU
<br />FACTOR
<br />— -
<br />Duo
<br />—
<br />—
<br />-
<br />- --
<br />r
<br />Da3
<br />31
<br />-
<br />TALI
<br />,.N
<br />-
<br />LAD
<br />tall
<br />^ SPACINGS ONLY VALID WHEN SPACER &S USED. SEE INKE %1 FOR IMAGO A.S.D.
<br />DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER "lT IS USED.
<br />Jul
<br />Ae
<br />AS•R r IT I I t'1 LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />V-8'
<br />> 40 PSF TO 50 PSF
<br />W-2•
<br />> 50 PSF TO 60 PSF
<br />5'-10-
<br />A MAX. PANEL LENGTHS ARE ONI VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/SPACER AT 12 1/2- O.C.
<br />FLORIDA BUILDING CODE (Non HNQh Veloetty Hurricane
<br />-_ANCHORS (SEE SECTIONS ! ALTERNATIVES ON SWEETS 13. 14. 15 tt6}
<br />3- WIM. R-1A/13, R-2A/13. R-3A/t4, R-TB/13. R-20/13, R-39/14,
<br />, D.Iw 1 Ina R-MAW/15, R 15. -201 R-3AW/16. 41AR-18W/15, R-211110I R-38W/16.
<br />Or
<br />O O O O O O b
<br />3' MAX.
<br />1 ANN.
<br />T
<br />1
<br />L/2
<br />I
<br />1/4'0-20K1' S.S. BOLTS W,@
<br />(USE FOR PANEL LENGTH
<br />OOVER 7'-67 O PANEL LENGTH
<br />REGULAR STORM PANEL REGULAR STORM PANE ! 6'-Y a MOO,
<br />(W/ OVERLAP MID PANEL LENGTH BOLT)
<br />,
<br />,
<br />- LIFE SAFETY STORM PANE r-r Or +510. -54.0 PI
<br />(W/O OVERLAP MID PANEL LENGTH SOLT)
<br />A _ MIN. USE
<br />1 .S.BXTS _ 2AT ALL YGU/1' MMrs
<br />- S.S. BOLTS w - ---• _ ----. •----- ---'
<br />AT EA. OVER
<br />L,
<br />f-
<br />- T'F ' -- T L/I
<br />I � • H fff
<br />___._____... ___. ... _ .____. __
<br />S1U0__ ____.__ �_ _ I) NOTCHES At -____
<br />LItON O I-6'E SAFFTI' H
<br />PANE BOTTOM CORNERS O
<br />O'._ '-OVERLAP- "OVERLAP-'
<br />OE O WING NUT AT I: XTCR10R _ WING NUT AT
<br />�y yI,X LEFT PANEL aAAaaaaA:.0 ROM PANEL 3' YAz: t INSTALLATIONS ONLY VAUO FOR WIND
<br />I' Mw_ R-IA/13. R-2A/13, R-3A/14. R-19/13. R-28/13. R-39/14. I- AN.- SPEED UP TO 170 111
<br />R-TAW/15, R-2AW/1S• R-SAW/16. R-18W/15, R-2801/15. R-3BW/16.
<br />-ANCHORS (SEE SECTIONS a: ALTERNATIVES ON SHEETS 13. IA. 15 k16) - -- -- ---- -
<br />1/4, MAX. CAP
<br />LIFE SAFETY STORM PANEL n ELEVATION (j)
<br />- ' REGULAR
<br />AR
<br />STORPANE (WIN. BERM -, MOLE WNLEY) 1 STOREGURM PANEL
<br />MAX. GA.H LIC
<br />LIFE SAFETY PANEL
<br />EXTERIOR
<br />SECTION A -A
<br />SLUE 1/4'-1'
<br />MAXIMUM A_S_D_ DESIGN PRESSURE RATING (R.jil AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE O CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAIL A.S.D.
<br />DESIGN
<br />UR
<br />PRESSURE
<br />RATING
<br />(P.aL)
<br />MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />wr
<br />MAwMR"
<br />PANEL
<br />LENGTH
<br />i
<br />n.
<br />( )
<br />MAX. A.S.D.
<br />DES"
<br />PRESSURE
<br />LNG
<br />t.
<br />(v•0 )
<br />MAXMUM AN SPACING FOR MIN E.D. PER SCHEDULE BROW
<br />A•PLI ABLE
<br />ro
<br />• A.,E7NGMH
<br />CDMB94AI,0N
<br />OP i11flA
<br />MAXIMUM
<br />L
<br />t'
<br />n
<br />( )
<br />TAICON
<br />SOLID -SET
<br />FEMALE
<br />ID
<br />PLUS PANIELMATE
<br />2AMAC-NALN
<br />CAUL-N
<br />TAPCOM
<br />SOLID -BET
<br />O
<br />PANRELMA
<br />2MMAC-/IAp1N
<br />GALX-MAN
<br />W
<br />to
<br />m
<br />w
<br />m
<br />10
<br />OF TON
<br />To
<br />n
<br />m
<br />ro
<br />m
<br />m
<br />>+65, -65
<br />+75. 75
<br />13-
<br />it-
<br />13•
<br />13•
<br />1r
<br />13-
<br />13•
<br />13•
<br />13-
<br />12•
<br />1r
<br />I t0•
<br />1 (TOP)
<br />5,-s•
<br />ON
<br />LESS
<br />>+7TO-7y
<br />+114-11Ee
<br />13•
<br />5•
<br />13-
<br />10 llr
<br />13'
<br />6 1/Y
<br />it
<br />6 I/r
<br />7 1/2•
<br />5 1/2•
<br />13'
<br />4 1/2-
<br />, (LOP)
<br />5'-r
<br />01t
<br />LESS
<br />13'
<br />,Y
<br />i]•
<br />13'
<br />1T
<br />13•
<br />i]'
<br />U'
<br />il'
<br />lY
<br />,J•
<br />10•
<br />1 (BOTTOM)
<br />1]'
<br />•
<br />a /3
<br />I]'
<br />13'
<br />13•
<br />9'
<br />1r
<br />9•
<br />10•
<br />7 i -
<br />/2
<br />13'
<br />6'
<br />t BOTTOM
<br />(BOTTOM)
<br />13'
<br />it-
<br />13'
<br />1r
<br />13,
<br />Ir
<br />13•
<br />13'
<br />1J'
<br />tY
<br />13"
<br />to'
<br />2 (TOP)
<br />Ir
<br />S•
<br />13-
<br />10 Ilr
<br />13-
<br />6 1/2•
<br />13•
<br />6 1/2'
<br />7 1/2'
<br />S 1/2'
<br />13-
<br />4 1/2.
<br />2 (TOP)
<br />13'
<br />1,•
<br />13'
<br />tr
<br />13"
<br />Ir
<br />I3'
<br />13'
<br />,3-
<br />12'
<br />iJ'
<br />10
<br />2 (BOTTOM)
<br />Ir
<br />r
<br />13'
<br />1r
<br />Ir
<br />9 1/2•
<br />Ir
<br />9 1/2'
<br />0 ,/2.
<br />7 1/1•
<br />13-
<br />6 1/2.
<br />2 (BOTTOM)
<br />tr
<br />it'
<br />Ir
<br />1]'
<br />t3•
<br />13'
<br />13•
<br />,Y
<br />13'
<br />,2•
<br />13•
<br />10'
<br />3 (TOP)
<br />ID•
<br />7•
<br />13'
<br />13'
<br />1r
<br />9 1/2'
<br />tr
<br />9 t/2.
<br />10 1/1
<br />7 t/r
<br />13'
<br />r
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2.12
<br />1/2
<br />6 1/4'
<br />6 1/4.
<br />12 1/2'12
<br />1/21
<br />6 I/4•
<br />6 1/4.
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2.12
<br />1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/2'
<br />6 1/4-
<br />-
<br />-
<br />6 1/4-
<br />6 1/4.
<br />3 (BOTTOM)
<br />e'
<br />e•
<br />4 1/2'
<br />4 (TOP)
<br />r
<br />a•
<br />5 1/2'
<br />7'
<br />3 1/2'
<br />11'
<br />4•
<br />4 ,/2-
<br />3•
<br />6 1/2"
<br />2 1/2'
<br />4 (TOP)
<br />0'
<br />-
<br />6'
<br />-
<br />4 (BOTTOM)
<br />e'
<br />6 ,/2'
<br />-
<br />B"
<br />-
<br />e
<br />-
<br />S 1/2•
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />13'
<br />1,-
<br />13-
<br />IJ-
<br />13•
<br />17-
<br />13-
<br />13-
<br />13'
<br />11'
<br />IJ'
<br />to-
<br />S (10P)
<br />Ir
<br />_-
<br />6 1/2'
<br />1r
<br />Ir
<br />13•
<br />9•
<br />,r
<br />9•
<br />10'
<br />7 1/2'
<br />$3,
<br />1 6•
<br />5 (TOP)
<br />13'
<br />n-
<br />13•
<br />13•
<br />13•
<br />13-
<br />13'
<br />13•
<br />13'
<br />12'
<br />1 13•
<br />10'
<br />5 (BOTTOM)
<br />it
<br />r
<br />Ir
<br />13'
<br />Ir
<br />9 1/2•
<br />13'
<br />9 1/2•
<br />tO ,/2'
<br />7 1/2•
<br />1 13•
<br />6•
<br />5 (BOTTOM)
<br />13'
<br />11'
<br />I]'
<br />13•
<br />tY
<br />tr
<br />13'
<br />,]'
<br />13'
<br />12'
<br />13•
<br />,0'
<br />6 (TOP)
<br />Ir
<br />5'
<br />13*
<br />10 1/1
<br />I!•
<br />8 1/2-13.
<br />s 1/2'
<br />7 1/2'
<br />S 1/2•
<br />t]'
<br />a 1/2'
<br />6 (TOP)
<br />_
<br />_
<br />6 1/4.
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />-
<br />-
<br />--
<br />—
<br />6 ,/4'
<br />6 I/4'
<br />6 (BUTT!•)
<br />-
<br />-
<br />6 1/4.
<br />6 1/4.
<br />6 1/4.
<br />6 1/4.
<br />5 1/4.
<br />6 1/4-
<br />-
<br />-
<br />6 1/4'
<br />6 I/4.
<br />6 (BUR.•')
<br />13-
<br />7 1/2•
<br />tr
<br />13•
<br />13•
<br />to-
<br />13-
<br />to-
<br />It-
<br />B'
<br />-
<br />6 1/2•
<br />I )
<br />>5,_r
<br />TO
<br />e•-0'
<br />it
<br />S'
<br />13•
<br />10 1/2
<br />13"
<br />6 1/r
<br />13'
<br />6 1/2
<br />7 1/2'
<br />5 1/2'
<br />13-
<br />4 1/2
<br />t (TOP)
<br />TD
<br />r-r
<br />Ir
<br />7 1/2-
<br />1r
<br />13'
<br />13•
<br />10 1/2
<br />13•
<br />10 1/2
<br />11 llr
<br />a•
<br />13•
<br />r
<br />1 (BOTTOM)
<br />13'
<br />5 1/2'
<br />13'
<br />13'
<br />13•
<br />9•
<br />tr
<br />9•
<br />,0•
<br />7 1/Y
<br />Ir
<br />61
<br />1 (BOTTOM)
<br />13'
<br />7 1/2'
<br />13•
<br />1 13'
<br />13•
<br />,D•
<br />1 13'
<br />To.
<br />it*
<br />e'
<br />,3-
<br />0 1/2-12
<br />(TOP)
<br />Ir
<br />5'
<br />1 13•
<br />10 1/2
<br />13'
<br />111 1/2•
<br />,r
<br />6 1/2'
<br />7 1/2-
<br />5 1/2•
<br />13•
<br />4 1/2'
<br />2 (TOP)
<br />13•
<br />7 I/T•
<br />13'
<br />1 13'
<br />13•
<br />10 1/2
<br />13"
<br />10 t/2
<br />11 1/2
<br />s"
<br />13•
<br />r
<br />2 (BOTTOM)
<br />13'
<br />7•
<br />13'
<br />13'
<br />13'
<br />9 t/Y
<br />13'
<br />91 /2.
<br />10 1/I
<br />7 1/2'
<br />13'
<br />6 1/2.
<br />2 (BOTTOM)
<br />13*
<br />7 1/Y
<br />13'
<br />Ir
<br />13•
<br />10 1/2
<br />13'
<br />10 1/7
<br />11 1/2"
<br />11'
<br />13"
<br />r
<br />3 (TOP)
<br />tJ'
<br />r
<br />tr
<br />13•
<br />13•
<br />9 1/Y
<br />13'
<br />0 1/2'
<br />0 1/2'
<br />,7 1/2'
<br />13'
<br />6-
<br />3 (TOP)
<br />12 1/2.12
<br />1/2
<br />6 1/4•
<br />6 1/4•
<br />I2 1/2'
<br />6 1/4•
<br />-
<br />6 1/4•
<br />6 1/4-
<br />3 (BOTTOM)
<br />2 1/2.12
<br />1/2
<br />6 1/4'
<br />6 1/4'
<br />2 1/2'
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4.
<br />3 (BORON)
<br />7 1/2•
<br />3 1/2-
<br />6'
<br />r
<br />7 1/2•
<br />4.
<br />0'
<br />• 1/2'
<br />5-
<br />3 1/2-
<br />T
<br />r
<br />4 (IP)
<br />7•
<br />r
<br />6•
<br />5 1/2•
<br />7•
<br />3 1/2'
<br />it
<br />I 4•
<br />4 1/2-
<br />3•
<br />6 1/2-
<br />2 1/2.
<br />4 (TOP)
<br />6'
<br />-
<br />e'
<br />-
<br />6•
<br />-
<br />e•
<br />-
<br />6'
<br />-
<br />a-
<br />-
<br />A (BOTTOM)
<br />6'
<br />-
<br />0 1/2"
<br />-
<br />e"
<br />-
<br />e•
<br />-
<br />5 1/2'
<br />13•
<br />7 I/2•
<br />13'
<br />1r
<br />61•
<br />10 1/2
<br />13•
<br />10 1/2
<br />11 ,/2
<br />a'
<br />13'
<br />7'
<br />5 (TOP)
<br />130
<br />1 'Ir
<br />13•
<br />13'
<br />IJ•
<br />9•
<br />,T
<br />9'
<br />10'
<br />7 t/2"
<br />1]"
<br />6"
<br />5 (TOP)
<br />13"
<br />7 1/2'
<br />13•
<br />13•
<br />Ir
<br />10 1/2
<br />13•
<br />10 1/2
<br />11 1/2•
<br />6-
<br />13•
<br />r
<br />5 (BOTTOM)
<br />I
<br />7-
<br />13"
<br />1r
<br />I
<br />9 1/Y
<br />13'
<br />9 1/2'
<br />10 1/2.
<br />7 t/2'
<br />13'
<br />6'
<br />S (BOTToM)
<br />13'
<br />7 1/Y
<br />1r
<br />13•
<br />13•
<br />10 1/2
<br />13•
<br />10 1/2-11
<br />1/Y
<br />I'
<br />13•
<br />7'
<br />6 (TOP)
<br />13'
<br />S'
<br />13'
<br />Ir
<br />a 'Ir
<br />U•
<br />6 1/2'
<br />7 1/2•
<br />S 1/Y
<br />13'
<br />s t/2'
<br />6 (TOP)
<br />6 1/4'
<br />6 1/4'
<br />B 1/4'
<br />6 1/4'
<br />6 1 4'
<br />6 1/4•
<br />6 MOTT •')
<br />0 1/4'
<br />6 1/4•
<br />6 1/4'
<br />6 1/4'
<br />(BUR.••)
<br />SU S IDET 11 FOR ANCK06 TIE • S1RGN6 FOR NSINUTIb6 MO MM x1ME NIIDRNOL
<br />° WIMN ANCHOR ZINC CS Am U ma mD m Aw "AII ON To SC®UlL FOR ED.
<br />MESS THAN M%OAim ON SCHEDW REDUCE ANCHOR SPACING N V LI f "AG 11PADH9 SHOWN! ON
<br />SCHEDULE N M FDLLDWWT9 FACTORS. FOR nor OPERATION TO BE FOSMLE. INDUCED SPACING
<br />oNAMED LSM FAC1011 SHALL NOT SE LESS THAN MICIUM SPACING INDICATED FDA EACH ANCHOR TYRE
<br />ON THIS SCHEDULE,
<br />,/4:
<br />,/.:
<br />,/O•
<br />v{1--
<br />,/4-.
<br />V.•.
<br />ANCHOR TYFE
<br />_ T110011
<br />-
<br />9m•«I
<br />- --
<br />- -
<br />2AMG-,WN
<br />-
<br />wA-w
<br />1eiAIN ANCIIOR SAAGIG (IL)
<br />3
<br />3
<br />3
<br />3
<br />2 1Ir
<br />3 I/,
<br />%*Lo MmK OU
<br />3
<br />31/r
<br />r
<br />3
<br />31/r
<br />3
<br />own'="" j!
<br />3
<br />3 I/2•
<br />3 f/r
<br />3 1/2
<br />3 1/2'
<br />ACRML OK MMMM E.D.
<br />FACTOR
<br />_
<br />2-',,
<br />"I
<br />em
<br />- -
<br />-
<br />afR
<br />_
<br />or
<br />.._
<br />_.
<br />-
<br />--11._ --.
<br />-
<br />,m
<br />,W.
<br />,110
<br />t.—
<br />w SPACINGS ONLY VALID WHEN SPACER O USED. SEE T 1 FOR MAX. RSA.
<br />DESIGN LOADS k VAX. PANEL WHEN SPACERSUSED.
<br />7/4-07API ___FxMsrwc POURED
<br />ANCHOR a 9' D.C. - CONCRETE BOR
<br />REQURED.
<br />i.
<br />O
<br />E.D- ! i
<br />//� / I
<br />BNLJI
<br />A
<br />A.S.D. DESIGN LOAD
<br />IY901R.1 PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8-
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10-
<br />A MAX. PANEL LENGTHS ARE ONIIY VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS BE W/ SPACER AT 12 1/2` O.C.
<br />FLORIDA BUILDING CODE (Nor
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4: TAPCOM_, _-E)(ISTNC POURED 1/4-0 TAPCON-_- --EXISiWG EPOl11lE0 1/4.0 TAPCON __ ,EXISTING PgX(ED
<br />ANCHOR • 9' O C CONCRETE OR ANCHOR a 9' O.C.COMCEET OR ANCHOR e 9 ° C. CONCRETE OR
<br />CONCRETE BLOCK CONCRETE BLOCK �' CONCRETE BLOCK
<br />REQUIRED. REGLRRED. REQUIRED.
<br />i � y
<br />1/4• F- 7/Y 1/4
<br />MAX
<br />49
<br />�60.�tR
<br />0"9
<br />IX6TIN�j
<br />.,.�._
<br />r CLA
<br />GLASS
<br />N
<br />0
<br />I
<br />1
<br />IF
<br />IF
<br />I
<br />1
<br />T t'
<br />It
<br />It11
<br />1
<br />PANEL LENGTH
<br />p-
<br />•
<br />.._ _•_ __
<br />SEE ELEVATION
<br />q
<br />p
<br />R•-SEPARA
<br />1' Min.
<br />ION-
<br />j j
<br />1 ]j
<br />ON SHEET 12)
<br />M
<br />D
<br />TD GLwss.
<br />1
<br />°
<br />t• MAX
<br />G• PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />ED• j v EGA
<br />i I • u yr �'- I ♦ a Vr oc
<br />oc
<br />3/4
<br />-4) f
<br />_ 1/4.0 TAPCON 1/4'0 TAPCON
<br />ANCHOR O 9. O.C. ANCHOR a 9. O.C.
<br />EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />-CONCRETE BLOCK REOUN EO.-t-CCONCCREETEE BLOCK REQUIRED.
<br />0 REGULAR PANELSO 1jffT Ti PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />SEE SHEETS 16 At 16 FOR ANCHORS
<br />AOlpl T7PE
<br />`1/4:
<br />HYPE 4, SPACING FOR INSTALLATIONS INTO
<br />INFO
<br />IIIIRR" NI9AMrNa (MALE)
<br />]
<br />WOOD Flow BUMDBIOS
<br />UPO" ANCHOR SMCM2S AND WN6uu
<br />•rnRR _ 'C,-•1• DN
<br />INAI,C MA.1 -OHAw w OWJ
<br />3
<br />[OK DISTANCE APE NdGlm ON Tas
<br />SCHEDULE FOR ED. LESS LIMA lOrA/ED
<br />ON SCEDEE REDUCE ANCHOR SPACING
<br />3
<br />/AM OK 9NENBIE w
<br />RAmm
<br />N MLTRLYRNC SPACWC — ON
<br />SCHEDULE N THE FOLLOW= FACTORS.
<br />FOR T16 OPERATION TO K POSOOLEREDUCED
<br />SPACING AMID USING2
<br />rACi011 5lMLL EA MISS /URN
<br />,/2•
<br />OAt
<br />D I EACH
<br />ANCHOR TMC•O THS'ASCH SFORCHEDULE
<br />ANCHOR 7TK ON it6 SCEDAE
<br />�ATI
<br />Ou I
<br />ppSTM
<br />) A Q
<br />_ ,/s'.-ri,•
<br />♦♦ Si NRn r,{�
<br />- ♦'- tt AT fA ORAAT
<br />RQUIN
<br />Cl/55
<br />11
<br />immm DICK
<br />1 -C
<br />1
<br />p 1
<br />tl
<br />I
<br />( I l'
<br />N 1
<br />INAX N - I 1 1'
<br />p
<br />__-1'
<br />PANEL
<br />(SEE ELEVATION
<br />MAX
<br />LENGTH 1 6' PANEL LENGTH
<br />ItI (SEE ELEVATION
<br />Ip
<br />Mn.
<br />i ON SHEET 12) f.. _ _..I ON SHEET 12)
<br />ARASS.
<br />I
<br />II
<br />N
<br />TO GLASS.
<br />_-.
<br />,. /,•,
<br />L/2
<br />jam..
<br />�, - _.4)
<br />E.D.•
<br />j j
<br />E.D.• j
<br />i
<br />f
<br />2�opR]EF/Ap
<br />ot
<br />40 12
<br />I/4's
<br />TAPCON
<br />- 1/4.0 TAPCON
<br />ANCHOR a 9' O.C.
<br />ANCHOR a 0' O.C-
<br />EXLSTING
<br />POURED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />SLOON.Iiii
<br />0 REGULAR
<br />'-CONCRETE BLOCK WWII
<br />PANELS
<br />-CONCRETE BLOCK REWIRED.
<br />SECTION R-28
<br />O UFE SAFETY PANEL
<br />MINI/INN,
<br />WALL
<br />MOUNTINGS
<br />WALE 3/0-1'
<br />FLORIDA
<br />N
<br />N
<br />C
<br />Ns
<br />_
<br />`
<br />a)
<br />O
<br />Q
<br />O
<br />O
<br />!�
<br />im
<br />C-
<br />O
<br />(�
<br />O
<br />C
<br />O
<br />O
<br />^0+
<br />W
<br />IM
<br />O
<br />O
<br />-111
<br />U_
<br />INI
<br />�
<br />in
<br />.�
<br />V J
<br />a)
<br />0'
<br />ice.
<br />E
<br />O
<br />^>
<br />W
<br />/�'N�J
<br />O
<br />0
<br />Y^L
<br />E��
<br />f -0
<br />/��
<br />.0
<br />_1I
<br />Cn
<br /><
<br />CJ
<br />CZ11
<br />a
<br />O
<br />L7 6.i 1,•�•-N-!
<br />.J�.•
<br />+% C
<br />N d t:3 M"J�
<br />.4f ++ '4 sC
<br />.a:
<br />W
<br />V1 �•'
<br />7C
<br />,AID, S9
<br />yQ
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL CINSTALLATION DETAILS FOR UEE SAFETY PANEL (1)
<br />t� INSTALLATION DETAILS FOR LIFE SAFETY PANEL Ct�
<br />INTO WOOD STRUCTURES
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES
<br />1/I-0 TAPCON�G�POt1RED 1/4.0 TAPCO _ POURED .` I :r -
<br />ANC110Ra 9' O.C. / CONCRETE BLOCK ANCHOR e 9 O.C. �TE OR - / __ - HF/HD[R HOOD HEADER wa00 MWADER I'1� .. HWADEit - OARED REQUIRED
<br />_ I' - 'I -I Ii .T
<br />g�0p0ppD �1
<br />/ i• r CONCRETE BLOCK `� IX/MD %� If'',-11EWIIED GUTTED - n� REQURED 'I• HEADER __ -SOD HFADVR
<br />RECLINING./ \
<br />'/, 1/4'0 TAPCON �Fl 4'0 TAPCOM 1/4'0 TAPCW 1 4Y cn
<br />TAPCpV I�
<br />1 \ )3iCNOR a 4. O.C. f ,' 1 M �i ! O 9' 0 L -� ANCHOR AS 9' O.C. I : �OR O 9' O.C. �4.6 IAPCON 1 1 4'6 TAPCON
<br />'' III / f' I - t I I 1 Ii1 - ANI>MOR o 9• o.E • 9- O.C.
<br />CD
<br />F U/2• 1/4. 1/2' i/A- 2 / ,II
<br />-I---
<br />E.G. / j E.D.• / , `, - -_. -.--1 - 1/4'
<br />,I. i,/ I ,_ `., '/2 'MAIL I 1/2' 1/4• I' I '/2• 'N jL.- ----. -- 1 i -X•, , 1. '/2• I ice'- ----_ -X jT• M :1 1
<br />1 1 - - --
<br />to, t z. • /Y lµ'
<br />MN.
<br />CU
<br />GIXlMa55- J 1._ wean- l--sEPNA •j---.�Mis�ian'r/(�]61• a 1 N i ,�]a,f R I 1
<br />i I __ ,aF fIA' - 1 To cuss. [ aa6Fi 1 V �1 I O O
<br />♦ oQi / f - A FA p 1 N ^ t u WOIn • N I N ') -SS Ran •/Tp 6 i 1 1
<br />P ♦' r T - Q<la 1INR B I N N T/sk20.,• Q. _ _ - P' N I ,TINY-]D.,' . if 1 p,0y)P" I
<br />1 1 ,O6IN Os r�7
<br />ExISTki.a I Ex15RTtli„N - I san • N 1 ] Ex4nN�N ' 1 ■ u n " N I Ex,STiBOJ I ,/.•.-]o.f-
<br />1 1 G1/55 n t I GLASS y _ / , E w o� IXMSTNI� n - • _____ IX� _ _ _ ..UAL F 65 Rn N 1f 1 G
<br />1 I • - /- ( 0.WE , t MILL (X.ASS N t e 1 I ox�0af r�'1 °ems i i 1. A 6L Ex N 1 L�
<br />1 7' MAX.
<br />1 •l• MHR. LL .. ! 5 1 LB4nH OIG 7� 1
<br />PANEL LENGTH , 6' PANEL LENGTH 11 N I 1• YAM, I I p 1 1' MAX.. tl I LAa1N 1TA11 7-a-1 _p tCL
<br />IN--- (SEE ELEVATION o I (SEE ELEVATION D _T _ _ - 1 'L• Y6r. y--.. _ _
<br />I LL._ ._-- �-__ PANEL LENGTH 11 _. I. W. _. _.. 1._ _ PANEL LENGTH 1 . -._ N• .. _. .., i' MNIN. r.-:.:- N• H I N I 'l' MAX.
<br />1' Man. I ON
<br />SHEET
<br />12) _ - _ -_ ON SHEET 12) D 1 N I (SEE ELEVATION II 1 PANEL LENGTH s , (SEE ELEVATION 1 X _ "L MAX. IL ..-_ _ _ = i --1--- - PANEL LENGTH
<br />1•-sEP N I ------ -- _]r=.. ;(SEE ELEVATION N T _ { -"- --=- - ----- (SEE ELEVA71M i -+- - - -- { p - 1 _._ - - (SEE ELEVATION
<br />6 _ - - - -T1 - ELEVATION
<br />1 AMTON 1 T l II PAIR LENGTH N I ON SHEET 12) 1 OM SHEET 12) I 1 ! PANEL LENGTH R 6'SEE
<br />E TO fpV55. HM_..- -- _�_ 6 -_ _ -_ 1 'OM SHEET 12) A I N I -i; ON SHEET 12) N .- __{ )
<br />T-- JJJ ?L e _ 1 ON SHEET 12
<br />=Yr - -- ON SHEET 12) -
<br />It
<br />i, Yln. _ _ R_:_ f .--'-T- _-SEPARATION - --✓' - -T--- I D I
<br />I PARATION - 1 /! 1 1 Mn. H _ N TO CLASS.III' uln. i u _ _ _.
<br />/ 1 O L/2 IX,SItlNO j;f lJ - �P f.OL/2 I TO MASS. , O I!- a RI GusS. i G v2 � '•�
<br />EXaSt1AIO F'OUIRED L0.0 ' 6• 1- 6 w cuss ,' I2t", I/P ARATION- (1)
<br />2 E(- - L_..-� J�- I6 J _ ' /. - I �] ,a6• M `� / I APAT,ON 1 - 6�-SEPARATION i e
<br />I ED V
<br />CONCRETECONC
<br />_ __�i
<br />ED. i .,. 0 _ I EO-_-1__. _.1 `V `L5
<br />REQUI ED.ETE eLOC1O �i I a DC REQUIRED. CONCRETE SLALOM .>/ I 0MI 1 ] I 1 1 s 9 oc T e a Htc
<br />REQUIRED. �. I 'X -____. 1 _ .IEO. �- .t __ A _.-...1 EO , I/2•., ow
<br />1��id N-ML Q \ \ _...-1-__--f EQ. - :I I EQ.
<br />- , II0.n • /-' F \ - - i I
<br />1 - _ .. EO EO
<br />I
<br />OI 4 4 �4TE woo° e u A i n 6>!Sa, «]•sO1E0/,+p s L_ L
<br />- 7 4 0 TAPCON _ 1 s 0 TAPCON REQUIRED I' , 4 0 TAPCON 2'as' a 12 ,/2•D.[ 2X4' WOQQ I 2 .4' w000 i
<br />STAGGERED w/ STUD STAGGERED w/ STUD REWIRED PLATE - -• PLATE
<br />ANCHOR O 12 I/2. O.C. WALL unILUANTI (IIEYOMO) ( ANCHOR a 9. O.C. ANCHORW 6' D.C. , ANCHOR O 9. D.C. REQUI r .ITINY TAPCON REOUIftED '� , 1/4'0 PAXEMA7E PLUS QULREO t/4'A PHVNElA1ATE PLUS
<br />17GfYuiJ/4au:]Iaa aMAlE �.415 ./ ' ST - _ -- J W °� ANVO T a 6• o.c _ -ANCHOR a 12 T/2' O.c. Y _ 1 ANCHOR O u I/Y o.c-
<br />i /4.0 PANAMA7E P(,{1Q_ _ r
<br />PUTE WOOD L _ ' h _
<br />SEE SHEER 16 • I6 FOR ANCHDS TYK t SPACM FOR SCALE 3/6-1' -- ' -- - ' - R[GLARED - - . - - REQUIRED
<br />OSCILLATIONS NM WOOD F7ME RINDIas. :
<br />We" AND" SPApOS ILO MNNUM ffa DSTAN¢ I f r
<br />Cn
<br />ARE WICACD ON THE SCHEDULE. FOR E,D. LESS THAN , '
<br />NDGTM OM SCIE U 111I ANCHOR SPACING In ■ —
<br />ca
<br />MUL1iLYM SPACING NIONi ON SCEDHLE N THE _ _ ����y��pea31�� 1 -�ew ` _ % f --
<br />EL
<br />FOLLOWING FACTORS, FOR THIS D•OAIaN m K POSSIBLE - O UFE ETY 16W O LJFE S 17 DEL O REGULAR PANELS
<br />xMIAM SpAcom ONTAM USING FACTOR SMALL NOT K fou,I
<br />LESS THAN MNMUM SPACW INDICATED
<br />R EACH ANCIOR IIIIIIFpNr
<br />AH11HH11 •//
<br />TTPE ON INS SCHEDULSCHEDULEUPON�� JCE T/ i STALL MOUNTINGS r✓ W
<br />tp: ,/4: ;Ll✓ SCALE 3/0-1' IA. T"TILIj SCALE 3/6-1' SCALE 3/e-1• EN ✓,Q LU
<br />ANON9e M[ ANiiM99E Y P o. �; ' T%
<br />r1rw. ANCHOR worn MJ ] ] ,••••••••••• •• r
<br />FLORIDA BUILDING CODE Non NI h Velocity Hu Zone) �.: GENE FLORIDA BUILDING CODE Non NT h Wloc Nurrleans Zorn , 4416T FLORIDA BUILDING CODE (Non High Velocity Hu Done Zone
<br />•WNHNWoo a•-WR BA) ] ] e loom +area INC.r.P. cmn n,eca TIC r.r. IIQIE$ ; * * •20eo laTEm, Ix ri.
<br />24 GAGE GALVANIZED STEEL STORM PANEL INIWN N: . 44167 24 GAGE GALVANIZED STEEL STORM PAEL OWN N a 24 GAGE GALVANIZED STEEL STORM PANEL NON sf, Q
<br />_ 1, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN $ X
<br />%'a'•. STATE r-� : * 1. INSTALLATION ARE ONLY VA11D FOR MAX. A.S.O. •S STATE OF /.� _ ` Z
<br />AOLR BDK �Q 6T61 Pillm .=,9 .• : __ - „• el/v/]m6 PRESSURE RATINGS (p.s.l)) AND PANEL LENGTHS AS $ * * �y��.N - °F�/N0l0 DESIGN PRESSURE RATINGS (p.W.f) AND PA1NF1 sS O'• PLO _ - AM/m26
<br />11/r N39 - 's�.e• °eoRro►• -,-- IL ECO INN:. GLOBAL PRDTECTKNi PRODUCTS, �'• oaE: PER ELEVATION ON SHEET 12. $•Q STATEOP° Lzi'-- IL ECOINC.GLOBAL 'N PRODUCTS. LLD• pAn Si ,C OR Yx IL ECO Erie.L PROTECTION PRODUCT51 LLC. PAN:
<br />.- - - -. -- - A 4000 LE s, SnETT 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 9'• 4soD E•. 6f 9n¢r ELEVATION ON SHEET 12. ry
<br />I .........
<br />] I%+'.- -_--- DAL,- _ - -- -- A'k' ( Et1 / `y'ILA�E-L> • COYPAIII OAANL FL. =14 f tr' • • ANAL LENGTHS AS PER 6 • • !1 4N00 Lr. N SnQi
<br />I LPN OVAL d o lrw e• Ir a,wrnoHAH• A aIN 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W SPECRic O.R' •. (OR10.••' T.HL'Z•<% 20-175ox l+.- ,3w m-Is . Nl , OMW m-w1 NHONNE (W641s•6-Isla FAc (W)sIW-on / u. ]w s. N. ar. ,WWIM rww n 3aN DNA. rt. a76u 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD F • • • • • • /� �- Z
<br />_..._ _ ANANRIIHAAA` .•.�. Orr.•.. �� r DMNFO b: DENSITY OF 0.55 OR EQUAL ,s( .--r Rrr�. 6RHRING NI: / ''A ORAL
<br />r : PwA N,-afs ti , aAN a-1OI P,HOrC (IeaMW-15N. rAc O6MNM-61W7 1 IM• a . ! Ww R- � a rr. WOL R AAN,YA DAa FL ]]]f • 20-175
<br />�- DENSITY
<br />TO BE SOUTHERN PINE No 2. W SPECIFIC NIIN4111M ( w"`..: pNi �wl��ola 4n-Alm v,IOIE: (9N)r-76N. HALL (1HNXNNa)n Q
<br />rw-CM719 a-6asnro DENSITY OF 0.53 OR EQUAL w
<br />YNf9eMTN[/M1E Na/Q A T%llT Y., pL R. �N r Y - p_ MLI R A TINR h.. PL Y,1-HY
<br />] t - - PE W I-,e lE A 7I1R A•., ►L m N PE SEAL/9WW.11W/WTE
<br />d-DOM71N �• "•
<br />9xm 14 s /a 9NRT ,S p f0
<br />Mt i I � WlR ,O N 1W /•J
<br />LL
<br />SHEET NO.
<br />SH 1.4
<br />
|