|
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 />' t
<br />1 1
<br />©� ,® OR
<br />1 I r", wow woow raw SOO
<br />VINES `` ® Te ALLOY COx1. MAIN.
<br />r MA.y 4 & '. REIXIO® 'ME RM ,/41 . , 3/4•
<br />1 2 1/2- IA•CON O 12' O.C. +•
<br />--' Min.
<br />la.
<br />r,
<br />BLOCK OR 2"' OM FRANC POUND)�waE,L E ,/4Y . , 7/4' TA430N
<br />REDIARID - CONCRETE,Y o.c •. 2 ,/
<br />1 1---� OR® wa,a GOT
<br />-
<br />.GOO FIGURE 1 `n \ HALF ItIIE!
<br />It WED
<br />CUT ANCIIWEau
<br />TERNAff LED LOCATKN
<br />W1, i`�YCON
<br />O IT` D.C.vANES I Y +• r 4 Ds7• m --
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<br />1 S M- Sr< L Olt
<br />iL4 MU. 1 0 0 31105-HI54 Pd1Rm CONCRETE. CONCRETE
<br />--'�----- R 1- iMC NET& ALUM. RNT PUN[ BLOCK OR 2•.4' WOOD FRAME
<br />{
<br />YX 4'].+25 t+w.) REOURFD
<br />31a5-Nt4 OR / I 1
<br />' O
<br />BOO,-m ALLOT _• 2• 1
<br />CANT. ALLOW. AINME
<br />�/ _----------11�0.---- J M•¢ SAP
<br />I/4' • 101T .e . 4` . 072'
<br />• 7r O.C. 3105-Nt4 OR SO&B To ALM
<br />w/JIC Nut C4 At- AMU
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED (PLAN)
<br />SCALE 1/4--l- SCALE 1/4•-1• SCALE 1/4•.t- SCALE 1/4--l-
<br />__ ]DUD -SET Cr CAUX-6/
<br />OR ELCO NMOI _
<br />1
<br />\, r••- - f�1 'O Pd111FD ODMCRETE� .. D04,B4O 1101 4T 'PANEUMrtMAU: T ND
<br />OR CONC EiE EOP TDP BORON OR PMQM OE PINS ((SSEEEE
<br />I.SX P,XAED 1 1 OR 2•.4' WOOD SOES OF OPENING S[1QARE ON SHEETS 0,
<br />- (NN. PANEL 21", CONCRETE BLOC), ar M.-1 © & ® FRAME AEOUwfD AS APPLXAWA too I')
<br />ONERI.AP BEYOND ` 2'N' MOOD it3UE
<br />OPENING WIDTH) VQUIIED CONCRETE ONCRm REQUIRED
<br />BLOCK OR 2•N• wow FIGURE
<br />\`
<br />.\,•\\\\\\\\\\•�,
<br />l vARIES 1 ; V•' © OR® 1 1 .ENT W/ UrD10iED TwTT .
<br />O O PA
<br />S�✓m
<br />sr Ma 1 mu (Tn
<br />POAKO
<br />X . 90, DISTANCE
<br />1
<br />z ---- ,.. m GAL NATO wQ '� SS:1(PLAN)
<br />SCALE 1/4•.1•
<br />Nnr �°°`
<br />3: •'•�,IGENf•'' °9 VALR) FOR DIRECT MOUNT INSTALLATION ONLY B
<br />w • •' o.c (t• WALLS
<br />.• S CERTIFIED PANEL INSTALLATION AT W/
<br />_ NO. 44167 = SURFACE LEVEL VAWATONS WITHIN 3/4-
<br />A' * : tt = FLORIDA BUILDING CODE Non High V*Ioclty Hu cam ZonB
<br />CASE E (PLAN) CASE F (PLAN) F . �� �°°° nt�a K 24 CAGE GALVANIZED STEEL STORM PANEL F.P. F
<br />gN
<br />SCALE 1/4".I' (DRIDt`,.
<br />SCALE 1/4--1- 4O'C4l` ,F
<br />.��� _-
<br />"A�,,,H IL ECOEBBc. GLOBAL PROTECTION PRODUCTS, LLC. w
<br />N -• TaAHr ! OMZaa1WIH0 ANC' 46m SW. A
<br />. ae O,`-,u'e . t3,q"�-;.n M PHac M4�iMa FAS! tlw)•M-B1B7 20-175
<br />4,Nwr- ear G GIIMNo h« °Ng67,•
<br />P.O. YNJWOMTUIE/OAL RAiEII A 1M11, Jr., PZ w ,s.tA NO ow a OF Is
<br />MI
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s t) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL 10MSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. AS.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p.al J
<br />MAXBYJY ANCHORS SPACOO FOR E.O. - AS SHOWN ON SHEETS 6 & 7
<br />APPUCAD
<br />TO
<br />ALTVIONATIt
<br />R AIfI
<br />C
<br />OF THE 1;
<br />PAiEI.
<br />LENGTH
<br />T.'
<br />(R.)
<br />TAPCON
<br />HAG SCREW
<br />PANELMATE
<br />FEMALE 0
<br />PANELM TE
<br />PUNS
<br />WOOD BI1510Ki
<br />13'
<br />1 3
<br />1 3
<br />13-
<br />13-
<br />W (TOP
<br />tT
<br />13•
<br />13•
<br />13,
<br />13,
<br />lW (BORON)
<br />6 t/2"
<br />5 1/2•
<br />6 1/2'
<br />6 1/2'
<br />6 1/2'
<br />2w (RIP)
<br />-
<br />-
<br />6 1/4-
<br />12 1/2•
<br />a 1/4'
<br />ON (OOTT.•)
<br />5,--0oil
<br />8-
<br />a'
<br />8'
<br />B•
<br />-
<br />froP)
<br />LESS
<br />8•
<br />a.
<br />a-
<br />e•
<br />-
<br />3W MOTION)
<br />-
<br />13'
<br />-
<br />il'
<br />13•
<br />13,
<br />,3-
<br />,P
<br />(TOP)
<br />-u'
<br />OR
<br />LESS
<br />13•
<br />t3•
<br />13'
<br />t3'
<br />13,
<br />(OMW
<br />13'
<br />13'
<br />l3•
<br />13-
<br />a 1/2'
<br />w (TOP)
<br />13•
<br />lr
<br />13'
<br />/3•
<br />r
<br />tw (BOTTOM)
<br />6 1/2•
<br />5 1/2•
<br />5 1/2•
<br />5 1/2•
<br />6 1/2'
<br />(TOP)
<br />-
<br />_
<br />a 1/e
<br />12 1/2'
<br />6 Ile
<br />5 1/2'
<br />5 1/2'
<br />-
<br />(FOP)
<br />t4'-e
<br />4 I/2'
<br />4 1/2`
<br />Y
<br />T'
<br />3W (BOTTOM)
<br />10 1/2'
<br />9 1/2•
<br />12'
<br />12-
<br />4-
<br />TOP)
<br />t3•
<br />tr
<br />13'
<br />I fY
<br />a 1/2r"
<br />(BORON)
<br />• SEE TABLE /1 FOR MAX A.S.O. DESIGN LOADS & MAX. PANEL L0461M WHEN SPACER" 6
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING TONG
<br />(p.6./.)
<br />MAXIMUM ANCHORS SPACING FOR E-0.. AS SHOWN ON SHEETS 6 4: 7
<br />APPLICABLE
<br />TDUMPANEL
<br />_� t _
<br />OF THEMY,
<br />WUMW
<br />(K)
<br />TAPCON
<br />HAG SCREW
<br />PANEL E ID
<br />FEMALE ID
<br />E
<br />PLUS
<br />wowPANIIAAT� BUSH0IIG
<br />ly
<br />ly
<br />Ir
<br />tJ'
<br />ITS
<br />Ir
<br />tY
<br />,r
<br />IJ"
<br />r
<br />1w (Wrrixt)
<br />6 1/2-
<br />6 1/2'
<br />6 1/2-
<br />6 1/2-
<br />6 1/2'
<br />PIT (COP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2-
<br />6 1/4'
<br />2W (B/TT.•)
<br />5'-0'
<br />7.
<br />-- 7 1/2.-
<br />B.
<br />B.
<br />-
<br />..H(OP)
<br />H�
<br />7 1/2•
<br />a•
<br />B•
<br />-
<br />Jw (BOTIOY)
<br />t3•
<br />13•
<br />13` -
<br />_e'
<br />- Ir
<br />tr
<br />GOT (TOP)
<br />+45. -45
<br />TO
<br />♦75. -7S
<br />1J'
<br />73'
<br />13,
<br />13'
<br />tY
<br />4W (BOTTOM)
<br />13'
<br />13,
<br />1]•
<br />Ir
<br />to"
<br />lw (TOP)
<br />13'
<br />Ir
<br />13,
<br />13,
<br />a Ile
<br />IN (BOTTOM)
<br />6 1/2.
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />6 1/2•
<br />2W (TOP)
<br />-
<br />-
<br />a 1/e
<br />12 1/2'
<br />6 1/4`
<br />211 (BOTH.•)
<br />>5ro
<br />4 t/2•
<br />s"
<br />7 ,/2•
<br />7 1/2
<br />-
<br />3w (HOP)
<br />7•-S•
<br />5"
<br />5 1/2'
<br />a'
<br />It.
<br />-
<br />SW (BOTTOM)
<br />tY
<br />12•
<br />13'
<br />13,
<br />5 1/2'
<br />GOT (TOP)
<br />t3•
<br />13•
<br />13'
<br />13•
<br />to*
<br />4W MDE101110)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ ISl
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TAe,L
<br />A+ A
<br />A.S.D. DESIGN LOAD
<br />�NPANEL
<br />40 PSF OR LESS
<br />6'-B.
<br />> 40 PSF TO 50 PSF
<br />5'-2•
<br />> 50 PSF TO 60 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE_FPAALE 10 OR PANEL MATE PLUS
<br />ANCHORS & W/ " ?w.A4p` Nt!1I,4 1/2. O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL in
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-0 TA::T!_ �POtRED 1/a1 TAPCON _ QOS POURED
<br />ANCHOR 9' O.C. % OR
<br />CONCRETE BLOCK ANCFIOR GO 9' O.0 _ CONCRETE BLOCK
<br />/ REOURRCD. FEOUNXD.
<br />i O
<br />F.D.•
<br />E.D•
<br />CONCRETE k0_2
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />1/4.6 PANDUOTE P(,Vy
<br />ANCHOR O 12 1/2' a C.
<br />1• PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />L/2
<br />NI•
<br />SEE BEERS 15 O 11 TOR ANCHORS TYPE It S►ACNO FOR
<br />14T&UIONS INTO WOOD FRAME N N==.
<br />MAMRAI ANCHOR SPYpN98 AND MARGIN EDOW DISTANCE
<br />ARE ROGOM ON THIS SCH04AL FOR E.O. U 33 THAN
<br />tlDGTID ON M>EDIA.E REDUCE ANCUR SPAO,C eI
<br />ARLTPLYNO W%C MG scow ON SCHEDULE BT THE
<br />FOLWWOO FACTORS FOR The OPERATION TO OE POSSIBLE.
<br />REDUCED SPACING OBTNED USING FACTOR SNMLL NOT IT
<br />LESS THAN MOOKw SINGING POOAIM FOR EACH AWNMR
<br />TYPE ON TBS SCHEDULE
<br />,/41
<br />1/4'.
<br />AIIIWER IONIC-
<br />-
<br />-,-
<br />- -
<br />MNYAI mom Wpm Da)
<br />3
<br />3
<br />•4BaWrwBW
<br />lYNA4N R)
<br />]
<br />3
<br />MIAEA
<br />0O4,4M w B4)
<br />3
<br />3 in
<br />ROTE Q 0�1Q
<br />W
<br />IIS'1011
<br />-- -]_ dry• -----
<br />eJ
<br />- -
<br />------
<br />r
<br />a90
<br />,m
<br />i' Min
<br />YAAT
<br />D OLA
<br />d
<br />CONCRETE
<br />IXISTINO POURED. E D
<br />OR
<br />REQUIRE BLOCK
<br />REOURfO.
<br />1/4.0 PNNELMATE
<br />ANCHOR (BEYOND)
<br />SCALE 3/8-1-
<br />WALL MOUNTINGS
<br />6a16 r
<br />I
<br />I
<br />I 1• MAA
<br />i 6• PANEL LENGTH
<br />I ... ....- (SEE L' r tm
<br />I , ON SHEET 12)
<br />FLORIDA BUILDING
<br />Hurricane
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (QL,f) AAND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR NORM PANELi) INSTA ATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL OINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX. As.D.
<br />Desch10
<br />PRESSURE
<br />MAXON ANCHORS SPACING FOR Mel E.D. PER SCHEDULE BELOW
<br />t
<br />PHA.
<br />IFNGlH
<br />(ry)"Com
<br />MAX AS.D.
<br />DESK.T4
<br />PRESSURE
<br />(.
<br />p
<br />MAO" ANCHORS SPACN46 FOR MIN LD. PER SCHEDULE BELOW
<br />APPLICABLE
<br />A �YY
<br />MAXIMUM
<br />PANEL
<br />IEMGTH
<br />()RATING
<br />TAPCON
<br />SOLD-SEr
<br />PANELYAfE
<br />FEMALE 0
<br />PLUS
<br />7AMl4C-NAUN
<br />CALIL-W
<br />TAPCgN
<br />BOLA -SET
<br />PANEIMIITE
<br />fEMAi
<br />D
<br />P
<br />PLUS
<br />YARMAC-NNLNI
<br />CAI( -IN
<br />T2[
<br />OOH T[
<br />10
<br />mcmm
<br />10
<br />m
<br />m
<br />NATION
<br />4 45
<br />1J•
<br />1]'
<br />Ir
<br />Ir
<br />13'
<br />13'
<br />tJ"
<br />13'
<br />,J'
<br />1J'
<br />t 3
<br />tJ"
<br />1 CLIP)
<br />OR
<br />LEES
<br />�-u
<br />+65, -a
<br />1 Y
<br />,S'
<br />1J'IrS
<br />1
<br />]
<br />lY
<br />13'
<br />Y
<br />13'
<br />7 J'
<br />,t 1 /
<br />, (,0P)
<br />OR
<br />1�
<br />13'
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />is,
<br />tY
<br />1Y
<br />tY
<br />IY
<br />,Y
<br />13•
<br />1 (BOTTOM)
<br />tY
<br />tY
<br />U•
<br />13'
<br />it
<br />it
<br />tY
<br />IY
<br />tY
<br />tY
<br />IS•
<br />I/ 1/2
<br />1 (a0TT0M)
<br />,r
<br />tY
<br />13"
<br />_
<br />13,
<br />tr
<br />13•
<br />13,
<br />U•
<br />13'
<br />tY
<br />'r
<br />,3•
<br />2 (TOP)
<br />13•
<br />tY
<br />tr
<br />lr
<br />Sr
<br />13•
<br />tr
<br />13•
<br />1r
<br />13•
<br />U•
<br />It t/1
<br />2 (RIP)
<br />13•
<br />U•
<br />tY
<br />1Y
<br />,3
<br />U'
<br />13
<br />13•
<br />t3•
<br />13'
<br />Ir
<br />lr
<br />2 (BOTTOA)
<br />13•
<br />13'
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />tr
<br />13"
<br />Ir
<br />1r
<br />tr
<br />tt 1/2
<br />2 (WrM&Q
<br />I
<br />13'
<br />,r
<br />t3"
<br />Ir
<br />13•
<br />1r
<br />tr
<br />13'
<br />t3•
<br />13•
<br />tr
<br />3 (TOP)
<br />1J'
<br />13
<br />13
<br />13
<br />IT
<br />7]'
<br />1]'
<br />1J'
<br />IS,
<br />13•
<br />I3•
<br />11 t/1
<br />3 (TOP)
<br />12 1
<br />12 1/2
<br />B 1/4'
<br />a t/4•
<br />12 1/2-12
<br />1/2
<br />a 7/4'
<br />6 t/4'
<br />] (BOTTOM)
<br />-
<br />2 1/2
<br />12 t/2
<br />6 t/4'
<br />0 1/C
<br />t1 t/7"
<br />12 1/x
<br />-
<br />-
<br />e Ile
<br />6 Ile
<br />3 (BOr101)
<br />a'
<br />8•L
<br />e•
<br />e•
<br />6'
<br />B'
<br />e•
<br />8•
<br />a'
<br />8•
<br />7 //2'
<br />4 (TOP)
<br />a .
<br />s 1/2'
<br />a'
<br />e"
<br />e•
<br />6 1/2'
<br />a'
<br />7 1/Y
<br />0'
<br />61
<br />6-
<br />5•
<br />4 (TOP)
<br />q•
<br />_-
<br />q•4
<br />(BOTTOM)
<br />a-
<br />Y
<br />-
<br />6
<br />-
<br />8•
<br />-
<br />a•
<br />8•
<br />7r
<br />it
<br />7r
<br />U•
<br />ID•
<br />1Y
<br />1r
<br />1r
<br />7r
<br />13•
<br />/Y
<br />3 (TOP)
<br />1]
<br />13'
<br />13'
<br />13•
<br />1Y
<br />1r
<br />1r
<br />1r
<br />,T
<br />13'
<br />,3-
<br />11 1/T
<br />5 CLOP)
<br />13'
<br />tY
<br />IS"
<br />IY
<br />it
<br />13'
<br />13•
<br />13'
<br />13"
<br />,r
<br />5 (BOTTOM)
<br />13
<br />Ir
<br />13
<br />13
<br />IS`
<br />,Y
<br />Ir
<br />13•
<br />Ir
<br />tr
<br />13•
<br />11 1lY13•
<br />13•
<br />13•
<br />,r
<br />Ir
<br />1r
<br />13•
<br />13•
<br />13-1Y
<br />1r
<br />1]•
<br />lY
<br />IY
<br />Ir
<br />I3•
<br />IY
<br />Ir
<br />13'
<br />11 1/2
<br />6 (TOP)
<br />_
<br />-
<br />8 1/4•
<br />6 1/4'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4.
<br />6 CBOT,.")
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />6 1/4`
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />5 1 4'
<br />61/4•
<br />5LESS
<br />13"
<br />910
<br />1/2
<br />Ir
<br />r
<br />13•
<br />r
<br />7 1/2
<br />5 1/2
<br />13•
<br />4 1/2-
<br />1 (LOP)
<br />TO
<br />14'-4•
<br />lr
<br />6•
<br />tY
<br />13,
<br />it
<br />8 1/2•
<br />it
<br />6 1/2
<br />p I/2'
<br />6 1/1'
<br />tr
<br />5 1/2"
<br />1 (TOP)
<br />>5. e.
<br />Toe
<br />0.-1.
<br />Ir
<br />7`
<br />Ir
<br />IY
<br />9 1/2
<br />13•
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6'
<br />1 (BOTTOM)
<br />lY
<br />7 1/Y
<br />tr
<br />13`
<br />IY
<br />to'
<br />fY
<br />to'
<br />it'
<br />a•
<br />I3'
<br />6 1/2'
<br />1 (BOTTOM)
<br />Ir
<br />S'
<br />t3•
<br />10 1/2
<br />tY
<br />7-
<br />1 13'
<br />r
<br />1 7 1/2
<br />s 1/2
<br />13•
<br />4 1/2'
<br />2 (TOP)
<br />13,
<br />6•
<br />Ir
<br />13'
<br />Ir
<br />8 1/2'
<br />13'
<br />8 1/2'
<br />9 1/2'
<br />6 1/2'
<br />is'
<br />5 l/Y
<br />2 (IOP)
<br />13"
<br />7'
<br />13'
<br />tY
<br />/r
<br />9 1/2
<br />lr
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />:7'
<br />6 1/2.
<br />2 (BOTTOM)
<br />13'
<br />7 t/Y
<br />1 13'
<br />13'
<br />Ir
<br />to'
<br />Ir
<br />10'
<br />it'
<br />a'
<br />tr
<br />6 1/2.
<br />2 (BORON)
<br />13•
<br />7'
<br />13•
<br />tr
<br />ls•
<br />9 1/2
<br />13•
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Is-
<br />6 t/2.
<br />3 (TOP)
<br />13'
<br />7 1/2"
<br />IS-
<br />13,
<br />13•
<br />IQ'
<br />lr
<br />10'
<br />11'
<br />9-
<br />13'
<br />6 1/i'
<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'
<br />6 ,/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />] (8011DM)
<br />-
<br />-
<br />2 1/2'
<br />12 1/Y
<br />a 1/4'
<br />6 //4'
<br />12 ,/1'11
<br />I/2
<br />-
<br />-
<br />0 1/a'
<br />B 1/4'
<br />3 (BOTTOM)
<br />7'
<br />3-
<br />a-
<br />5 1/2-
<br />7-
<br />3 1/2"
<br />0'
<br />4•
<br />4 1/2-
<br />S'
<br />6 1/2-
<br />Y
<br />4 (TOP)
<br />7 1/2'
<br />r
<br />W
<br />5-
<br />r
<br />4'
<br />1 A'
<br />4•
<br />4 1/2-
<br />3 1/2-
<br />6 1/2-1
<br />3•
<br />4 (TOP)
<br />8'
<br />a•
<br />-
<br />a'
<br />a'
<br />5 1/2'
<br />7 1/2'Alle
<br />4 (BOTtOIF)
<br />a'
<br />5'
<br />a'
<br />-
<br />a•
<br />5 1/2'
<br />7 1/2'
<br />-
<br />(BOTTOM)
<br />ll•
<br />r
<br />Ir
<br />,3"
<br />13•
<br />B 1/2-
<br />13'
<br />9 I/2.
<br />10 1/2
<br />7 I/2'
<br />13
<br />5 (lop)
<br />,r
<br />a l/Y
<br />tr
<br />Ir
<br />Ir
<br />10'
<br />13-
<br />to'
<br />II•
<br />e-
<br />IS`
<br />a 1/2.
<br />5 (TOP)
<br />13'
<br />T
<br />13"
<br />13•
<br />Ir
<br />0 1/r
<br />Ir
<br />9 1/2"
<br />0 1/2
<br />7 1/Y
<br />13
<br />8s
<br />(BOTTOM)
<br />13•
<br />a 1/r
<br />Ir
<br />lr
<br />Ir
<br />10•
<br />13,
<br />10'
<br />it'
<br />a•
<br />Ir
<br />a 1/Y
<br />5 (BOTTOM)
<br />tY
<br />s'
<br />it
<br />,D I/2
<br />1r
<br />r
<br />,r
<br />7•
<br />7 1/2'
<br />5 1/2"
<br />lr
<br />46
<br />CROP)
<br />13'
<br />r
<br />13'
<br />13,
<br />U'
<br />a ,/2'
<br />13•
<br />8 1/2•
<br />9 1/2•
<br />6 1/2•
<br />13'
<br />S 1/Y
<br />6 (HOP)
<br />-
<br />-
<br />1
<br />6 1/4.
<br />6 1/4'
<br />6 i/4•
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 7/4'
<br />6IS
<br />(soft.")
<br />-
<br />-
<br />6 I/4•
<br />6 1/4`
<br />6 1/{'
<br />6 1/4"
<br />-
<br />-
<br />-
<br />-
<br />6 I/4'
<br />6 1/4'
<br />6 (W" .-
<br />SEE SWEET It FOR MINORS TYPE Or SPACING FOR INSTALLATIONS INTO WOW IRMK DUUNM
<br />• MMNR 4I0UR SPACRLS AND NATO" EDGE DISTANCE ARE 1INCOMID ON THIS SCHEDULE FOR LO
<br />NUS THAT, OC%To ON SCHEDULE REDUCE ANCHOR SPACING BF MA.TIPL`04 SPACING 1404N ON
<br />SCHEDULE ITT THE FOLLOWING FACTORS. FOR THIS M MTON TO WE POSSIBLE. ,HIKED SPACING
<br />OBTAINED USING FACTOR BULL NOT BE LESS THAN MIMIMUY SPACING NDW D FOR EACH ANCHOR TYPE
<br />W TIE SC"IMMU L
<br />I/e.
<br />1/0.
<br />t/4•.
<br />ANCHOR ITPE
<br />,/PCVN
<br />_,/4•.
<br />Bela-Q
<br />- -
<br />IGNORE ,1/4.0Qiwuw
<br />-I/41_
<br />7NPc-FFMBF
<br />wM-N
<br />IRBRM ANCHOR SPACING (PL)
<br />3
<br />]
<br />3
<br />3
<br />3 ,/r
<br />] 1/2
<br />WAVDAM90IN a-)
<br />1
<br />3
<br />3 1/r
<br />3
<br />ow"m ii' H BDO,
<br />3
<br />] ,n'
<br />3 ,n'
<br />3 In
<br />3 11r
<br />Amft EDP osP/R
<br />fAO10R
<br />11/r
<br />-
<br />-
<br />-
<br />.. ---- -r-- --_
<br />_..
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<br />541
<br />,-
<br />nAT
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<br />'• SPAt3NGS ONLY VNJD WHEN SPACER 6 USED. SEE T /) FOR MAX. A.S.D.
<br />DESIGN LOADS & MAX. PAAEL WHEN SPAM � USED. -
<br />,GBaL,
<br />r, A
<br />A". DESIGN LOAD
<br />VAVAIIUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-S.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />1, 50 PSF TO 60 PSF
<br />5'-10-
<br />A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS At W/SPACER AT 12 1/2. O.C.
<br />-.ANCHORS (SEE SECTIONS 6 ALTERNATIVES ON STREETS 1S, 14. Is R76)- --- --
<br />3• wX. R-IA/13. R-2A/13, R-3A/14. R-18/13. R-29/13, R-30/14.
<br />D.M.4 Z). -1 R-CAW/15. R-2AW/15. R-3AW/16. R-111W/16, R-281111/16. R-301111/16.
<br />-
<br />O O O 0 0 0 O
<br />j - -�- --- ,----------r ' , ---------�-
<br />i I
<br />3• MAX.
<br />," MITI.
<br />L/2
<br />, 4"r2o.r Ss. Bars w� t'
<br />(USE FOR PANEL LENGTH—
<br />OOVER 7'-e') (7 1 PANEL LENGTH
<br />REGULAR STORM PAP41 REGULAR STORM PANEL Ir-W O +40.0. -40.0 R.I.
<br />1 (W/ °NERIAP MID PANEL LENGTH BOLT)
<br />�- _ _--_-
<br />I I , LIRE SAFETY STORM PMVFl '�i __._ _,.___�___t_r �____ __ ___________.-#
<br />(W/O OJEmIP MO PANEL LENGTH BOLT)
<br />A : A ; USE 21-e' W& PANEL LENGTH
<br />1 /4'•-20P I • , _..-�,,, - - _ • - - • - - - - • - - - - i - ROS
<br />- - - - - AT ALL MOUNI
<br />1/4 eaLrs w�1
<br />AT EA OVDaA�
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<br />,
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<br />, PANEL BOTTOM CORNERS O T �,
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<br />orO WING NUr AT EXTERIOR -7NG NUT AT
<br />J• SAX. LEFT PANEL _ �3_ _ _ RIGHT PANEL Y 'A•GX; T INSTALLATIONS ONLY VALID FOR WHO
<br />I' MIN. R-IA `13. R-2A/13, R-3A/14, R-1B/13, R-29/13, R-30/14, I- MIN'. SPEED UP TO 170 ,n.p.h.
<br />R-CAW/15, R-2AW/15, R-3AW/16. * R-IBW/I5, R-28110/15, R-3901/16.
<br />_... __ANCHORS (SEE SECTIONS & ALTERNATIVES ON SAM 13, . 1415 BIG) 1/4' MAIL GAP
<br />A/7�J LIFE SAFETY STORM PANEL n ELEVATION (t)
<br />'- REGULAR
<br />REGULAR
<br />PANEL =____ (MIL OVERLAP -1BOIE VALLEY)
<br />SCALE 1/1 7_____________ eSTORM PANEL;
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<br />MAX. GAP �9=
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<br />EXTERIOR 'F� .'ORNDA . 'FAQ, �0 n,Eoa .c 24 GAGE GALVANIZED STEEL STORM PANEL aw
<br />g/ ••.......GAGA.
<br />SECTION A -A k - E C O t6tl . AL PROTECTION PRODUCTS, LLC.
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<br />INSTALLATION
<br />DETAILS
<br />INTO
<br />FOR LIFE SAFETY
<br />WOOD STRUCTURES
<br />PANEL Gin
<br />_-
<br />HEADER S'
<br />GUTTED
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<br />WO NfiA�� jii OD HEADER
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<br />1./40 TAPCpI
<br />1 t1 TA:CON i 4'6 nPCON
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<br />ANCHOR O 9' O.C.
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<br />WALL MOU"INGS
<br />SCALE 3/8-1*yl$....
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<br />�'
<br />FLORIDA BUILDING CODE Non High Velocity Nurricam Ion9
<br />44167 ': _
<br />1L7�O "c 24 GAGE GALVANIZED STEEL STORM PANEL OPTION "an
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />RATINGS (P.s.f) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEET 12.
<br />.
<br />ITPRESSURE
<br />s .Q STATE 0-
<br />PROTECTKMI PRODUCTS, LLC. Gn/]7/>m4
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
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<br />S 0 ' F(DRIDF: ' •� 3B. a ,M A TWIN 4Nma n N 1NW, n_ =14
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE c FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL((]) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />X;NP
<br />PRESSURE
<br />�i1'oj
<br />MMBRWI ANCHORS SPACING FOR MIN E-0. PER SCHEDULE BfILw
<br />A�PPLICABUi
<br />& tJrY
<br />MAXIMUM PAQL
<br />LENGTH
<br />IL"
<br />DESIGN A.S.O.
<br />PRESSURE
<br />RATING (RAP_�j
<br />MAXIMUM ANCHORS SPACING FOR WN EA PER SC EDULE BELOW
<br />roAPPUCAAE
<br />IS �
<br />THEM
<br />PAt4N.
<br />UN M
<br />()
<br />TAPCON
<br />SOLID -SET
<br />ID
<br />iiMAC-NNI.M
<br />CN,LK-IN
<br />TAPCON
<br />SOLID -SET
<br />PLUS
<br />7AMAC-NIQUIN
<br />G"LR-IN
<br />m
<br />m10
<br />m
<br />Tocatam
<br />m
<br />10
<br />To
<br />m
<br />10to
<br />IQ
<br />70
<br />To
<br />To
<br />10Cm
<br />>.SS, -66
<br />1°
<br />+75. -77
<br />Ir
<br />11•
<br />13'
<br />Ir
<br />13`
<br />Ir
<br />13'
<br />lY
<br />1Y
<br />12'
<br />13'
<br />10'
<br />1
<br />5•-6,
<br />OR
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<br />.4-Itu
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<br />5•
<br />13'
<br />0 1/x
<br />13'
<br />6 1/2
<br />tY
<br />6 1/Y
<br />7 1/2'
<br />5 1/2'
<br />Ir
<br />4 1/2.
<br />1 (TOP
<br />OR
<br />1E55
<br />Ir
<br />11'
<br />13•
<br />13'
<br />tr
<br />13'
<br />ts•
<br />13'
<br />13•
<br />12•
<br />13•
<br />10•
<br />1 (BOTTOM)
<br />Ir
<br />6 1/2•
<br />13•
<br />IY
<br />tr
<br />9'
<br />13"
<br />9•
<br />To*
<br />7 1/2'
<br />13•
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<br />1 (8°rTO)
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<br />,0'
<br />2 (TIN)
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<br />s'
<br />13'
<br />10 1/2
<br />lr
<br />i
<br />6 /2
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<br />1 •
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<br />7 1/2'
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<br />6 /2
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<br />4 1 -
<br />/2
<br />2 (TOP)
<br />13'
<br />it'
<br />13'
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<br />13'
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<br />13'
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<br />,]•
<br />12'
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<br />10'
<br />2 (BDIRDM)
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<br />13'
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<br />13
<br />91 •10
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<br />/2
<br />/:
<br />13'
<br />61 2'
<br />/
<br />2 (aOT,ON)
<br />13'
<br />it*
<br />,3"
<br />13•
<br />tY
<br />13'
<br />13'
<br />13•
<br />13•
<br />12'
<br />7]•
<br />10'
<br />3 (TOP)
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<br />7'
<br />13'
<br />13•
<br />tr
<br />9 t/Y
<br />17'
<br />9 1/2.
<br />10 1/1'
<br />7 1/2'
<br />Ir
<br />6•
<br />3 (TOP)
<br />12 1/2'12
<br />t/
<br />6 1/4'
<br />6 1/4•
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />6 Ile
<br />6 I/4'
<br />3 (80TRCG)
<br />-
<br />-
<br />2 1/2.
<br />12 1/2
<br />6 I/4'
<br />6 1/4•
<br />2 1,
<br />6 1/4'
<br />-
<br />-
<br />6 1/4•
<br />6 Iµ•
<br />3 (BOTTOM)
<br />6'
<br />S'
<br />6'
<br />B'
<br />e'
<br />6•
<br />a'
<br />6 1/2•
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<br />3'
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<br />4 1/2`
<br />4 (TOP)
<br />Y
<br />]'
<br />6•
<br />5 1/2•
<br />r
<br />3 1/2'
<br />Y
<br />4•
<br />4 1/2•
<br />3'
<br />8 1/2'
<br />2 1/2'
<br />4 (TOP)
<br />p'
<br />-
<br />a'
<br />-
<br />6-
<br />-
<br />8"
<br />B'
<br />a•
<br />-
<br />a'
<br />-
<br />4 (BOTTOM)
<br />B'
<br />--
<br />a 1/2'
<br />-
<br />6'
<br />-
<br />8•
<br />-
<br />5 1/2"
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />13•
<br />„-
<br />13'
<br />13'
<br />15-
<br />13'
<br />,3•
<br />13-
<br />13'
<br />12'
<br />13'
<br />to-
<br />s (TOP)
<br />IJ"
<br />6 1/1'
<br />13'
<br />t3'
<br />tr
<br />r
<br />13•
<br />9"
<br />TO-
<br />7 1/2-
<br />1r
<br />6'
<br />S (TOP)
<br />,r
<br />11'
<br />tY
<br />13-
<br />lr
<br />tY
<br />13-
<br />U•
<br />,J•
<br />12-
<br />lY
<br />10•
<br />3 (BOTTOM)
<br />Ir
<br />7•
<br />it
<br />,3•
<br />IY
<br />9 1/2"
<br />13'
<br />9 1/2'
<br />10 1/2-
<br />7 1/2-
<br />13'
<br />6-
<br />5 (BOTTOM)
<br />l3•
<br />It-
<br />13•
<br />13•
<br />tr
<br />Ir
<br />1r
<br />1Y
<br />/J-
<br />12-
<br />IY
<br />10,
<br />6 (TOP)
<br />Ir
<br />r
<br />13•
<br />10 1/2
<br />13'
<br />6 1/2'
<br />13•
<br />5 1/2'
<br />7 1/2'
<br />5 1/2'
<br />i]'
<br />4 1/2'
<br />8 (TOP)
<br />_
<br />_
<br />6 1/P
<br />6 I/4'
<br />a ,/4•
<br />n 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 ,/{'
<br />6 I/1'
<br />6 (SORT«)
<br />_
<br />-
<br />0 f//•
<br />6 1/4'
<br />6 1/1'
<br />e Ile
<br />a 1/4'
<br />6 1/0
<br />-
<br />-
<br />• 1/4'
<br />6 1/4'
<br />6 (ROTC`•)
<br />13•
<br />7 1/2'
<br />13'
<br />lS'
<br />13•
<br />IW
<br />Ir
<br />10'
<br />,f'
<br />a•
<br />tY
<br />6 1/2.
<br />1 (TOP)
<br />TO
<br />0 -9
<br />Ir
<br />5-
<br />13'
<br />0 1
<br />tr
<br />6 1/2'
<br />tY
<br />6 1/
<br />7 1/2'
<br />5 1/2'
<br />Ir
<br />4 1/2'
<br />1 OP)
<br />>6'-6'
<br />TO
<br />Y-0'
<br />13'
<br />7 1/2•
<br />IY
<br />13,
<br />13"
<br />0 1/2
<br />tY
<br />10 1/2
<br />11 1/
<br />a'
<br />13'
<br />r
<br />1 (wrraw)
<br />iT
<br />6 1/r
<br />1r
<br />,J•
<br />13•
<br />9'
<br />,r
<br />91
<br />TO-
<br />7 1/2-
<br />,r
<br />-
<br />I (BORON)
<br />13'
<br />7 1/Y
<br />13•
<br />13•
<br />lY
<br />to'
<br />13•
<br />to-
<br />it'
<br />a'
<br />13•
<br />6 1/2'
<br />2 (TOP)
<br />Ir
<br />5"
<br />13"
<br />10 1/2
<br />IS-
<br />6 1/2"
<br />13'
<br />6 1/2'
<br />7 1/2'
<br />s 1/2,
<br />lr
<br />2 (TOP)
<br />13•
<br />7 1/Y
<br />lY
<br />13•
<br />13'
<br />10 1/2
<br />13'
<br />10 f/2
<br />11 1/2•
<br />8-
<br />lr
<br />7-
<br />2 (BO17O41)
<br />13•
<br />r
<br />13'
<br />lY
<br />,r
<br />G 1/2•
<br />13'
<br />9 1/2•
<br />0 1/2
<br />7 1/2'
<br />13•
<br />2 (BOTICM)
<br />13'
<br />7 1/2'
<br />13'
<br />t3'
<br />13'
<br />10 1/2
<br />13'
<br />10 1/2
<br />11 1/1
<br />a'
<br />IJ'
<br />Y
<br />J (TOP)
<br />U"
<br />T
<br />13•
<br />tr
<br />1r
<br />9 1/2'
<br />Ir
<br />9 1/2"
<br />10 1/2'
<br />7 1/2"
<br />13'3
<br />(TOP)
<br />12 1/2'
<br />12 1/1
<br />5 1/4>
<br />6 1/4.
<br />12 1/2-
<br />6 1/{'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4.
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2
<br />12 1/
<br />6 I/4•
<br />6 I/4"
<br />2 1/2.
<br />6 1/4'
<br />-
<br />-
<br />0 1/4'
<br />r1/2'
<br />3 (B0TTa1M)
<br />7 1/2"
<br />3 1/2'
<br />a•
<br />6-
<br />7 1/2'
<br />4•
<br />8•
<br />4 1/2-
<br />5'
<br />3 1/2-
<br />r
<br />Y
<br />A (TOP)
<br />7'
<br />3'
<br />9'
<br />5 1/2-
<br />7•
<br />3 1/2-
<br />W
<br />4'
<br />4 1/2'
<br />3'
<br />6 1/2'
<br />4 (TOP)
<br />a•
<br />-
<br />8'
<br />-
<br />e'
<br />-
<br />6•
<br />-
<br />a'
<br />-
<br />4 (80TTOM)
<br />e'
<br />-
<br />0 1/Y
<br />-
<br />e'
<br />-
<br />Y
<br />-
<br />5 1/2'
<br />-
<br />Y4
<br />(BOTTOM)
<br />13•
<br />7 1/2'
<br />13'
<br />13'
<br />t3•
<br />10 1/1
<br />IS•
<br />,0 1/2
<br />11 ,/2
<br />8•
<br />1]'
<br />7•
<br />5 (TOP)
<br />l3•
<br />6 1/2•
<br />,r
<br />13•
<br />W
<br />9•
<br />1J'M7�
<br />'10-
<br />(TOP)
<br />13'
<br />7 1/1'
<br />I]'
<br />,J'
<br />1J'
<br />10 1/2
<br />13'
<br />10 1/2-11
<br />1/2
<br />B'
<br />U'
<br />Y
<br />5 (BOTTOM)
<br />,3"
<br />r
<br />13'
<br />tJ'
<br />,r
<br />B t/2'
<br />/3•
<br />7 I/1'
<br />13'
<br />6lr
<br />7 1/2'
<br />tr
<br />1]•
<br />,r
<br />10 1/2
<br />,3•
<br />,0 1/2
<br />1 1/
<br />0'
<br />1]'
<br />r
<br />6 (TOP)
<br />,r
<br />rt/Y
<br />lY
<br />at/2'13'
<br />♦ t/2'6I/461/4'
<br />a 1 4'
<br />6 1//'
<br />6 1/4'
<br />6 1/t'
<br />8 (BDT!•)
<br />-
<br />-
<br />6 1/4'
<br />8 1/4•
<br />6 1/4'
<br />6 1/4-
<br />-
<br />-
<br />6 1/4"
<br />18 1/4'
<br />6 (ROT!'
<br />SET SHEET 11 FOR UNCMORS TYPE 0 SAACNG TOR 4BiALIATIOHO INTO WOOD FARE BUM.DRRA
<br />• NNWYIB ANCHOR SPA:N9S AD MNRLAI mY DOW= ARE INDICATED ON THIS SCHEDULE FOR EO.
<br />ITS$ THAN POICATED ON SCHEDULE MEIRU ANCOR SPACING n MMTPMYNG WAD* MCC ON
<br />SCHEDULE BY THE FoLU R►B FACTORS. FOR IM OPERATION TO BE POBOOGE. NwD M SN&IGO
<br />ONE4,= TIRING FACTOR SHALL HOT BE LOS THAN MINIMUM SPACING ISCATO FOR EACH 410" TYPE
<br />ON THIS SCHEDULE.
<br />ANCHOR TIRE
<br />VIC K
<br />SMD-W
<br />-
<br />-- U TS
<br />7INM-•OWN
<br />vYlt-Y
<br />MINIMUM ANCHOR SPACING (a)
<br />3
<br />3
<br />3
<br />3
<br />2 ,/r
<br />2 In
<br />IMOMIMPS96E PN)
<br />r
<br />3
<br />3 1/r
<br />3
<br />CBTANC OD3 BL001
<br />3
<br />3 ,I2'
<br />3 ,n-
<br />3 1n
<br />3 ,/Y
<br />4
<br />ACIIAII .OBE ONV*=
<br />FAC1011
<br />om
<br />d
<br />•• SPAC94GS ONLY VAI WHEN SPACER 6 USED. SEE T %1 FOR MAX A.S.D.
<br />DESK.YH LOADS & VAX. PANEL LENGTHS WHEN SPACER 0 IS USED.
<br />TABLE
<br />11A
<br />A.SA. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />e'-B•
<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 VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & Al SPACER AT 12 1/2. O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1�
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />I/4.0 TAPCON--- ._.L7ILSTNG POURED 1/4-0 TAP'CON_ ,-_ E7fISTINc PoIj t/4.6 TAPCON-_ - -- QfISTWG POURED 1/4•0 TAPCON
<br />ANCHOR O 9' O.C. COFICREIE OR ANCHOR O 9' O.C.-.-R)NCRETE OR ANCHOR O 9' O.C. f CONCRETE OR ANCHOR O 9 OC. OR
<br />CONCRETE BLOCK CONCRETE BLOCK ' CONCRETE BLOCK CONCRETE BLOCK
<br />i/ REQUIRED. REQUIRED. REQUIRED. j REpU9ED.
<br />_Q
<br />1/4, ( t/2' 1/4" f r/2' 1/4' E- / T12'/e
<br />1 /
<br />E D0 f i LD.• ; coo / 1 E.0.4
<br />Ifl.
<br />a I 9--SEPARATION 1
<br />/a1H-mt• EXtSTI�.A t° GLASS. t/•Y-mt• % I , 1•N-mI• E7tt5t,I1GIiISS I +/4b-m+•
<br />IXISRR(¢-% r GLHyeS p - ,• -�-. _ _-Ef. Clan w E)USRTrSr ,1_ _ WOLn r : GLASS p_
<br />GLASS a �. �.' 1 R -_ _ -yr.i T _-. d G R Gl/S5 �AME AN NINE.. �. �i. i R -A
<br />p 1 1HNN O s.49 N j II i IDEIG1 VAR T-C 0 I
<br />A l
<br />I 1 ( 1' Mu. Y I 1 11 MAX- p 1 1• MAX 0 I 1• MAX.
<br />p 1 PANEL LENGTH i i 6' PANEL LENGTH N I 'PANEL ILRGIH e -)
<br />iii 6' PANEL LENGTH
<br />(SEE ELEVATION I I (SEE ELEVATION %___. _._,/ T -- ON SHEET 12) N I (SEE i 1 ON SELETTION
<br />MFm. 1 ON SHREET 12) % _ _ - -i ON SHEET 12) �_ RIr w 1 II - T_... I
<br />ARA 1 D 1 II
<br />I TO C1A55. i0 CLASS. 1 ¢_
<br />Y
<br />ED• ED4 E.D.• I E.D.0
<br />EL• I i'
<br />I 0,? /i ,y ; Bnt/r oD EO
<br />r I
<br />}/4• ,� 1 ___.-!_.._ _J t _ ___ 1_ _ _1 L EOI - Hid 4•Ks. EDI4•MS
<br />11 12 0 Oars Bm�i�yD - 0 12 rm,(1Lsy0/p
<br />1/4"0 T � ,.. 1/40 TAPCON '._--,I/4"0 TAPCON 1/1'0 TAPCON
<br />ANCHOR O III O.C. ANCHOR O 9' O.C. ANCHOR O 9. O.C. ANCHOR O 9' O.C.
<br />DOING POLAED CONCRETE OR E)(W" POURED CONCRETE OR _ EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR
<br />���__CONCRETE BLOCK REQUIRED. -CONCRETES BLOCK REQUIRED. -CONCRETE BLOCK REQUIRED. $ ��� - -CONCRETE BLOCK REQUIRED.
<br />O REGULAR EELS O Un9* PANEL O WGU� PALNELS O LI E�SAFET�ANEL
<br />WALL MOUNITINGS WALL WOUNTINGS
<br />WALE 3/8-1*,SCALE 3/a-l-
<br />A._
<br />SEE SHEETS 15 ! 16 IN ANCHORS
<br />ANMM Tog
<br />- 1/4•1-
<br />TYPE Or SPACING FOR NPPLOOG Nro
<br />UPON
<br />MNMIIL mom mom
<br />]
<br />WOOD FRAME SU DOM
<br />WNW" ANCHOR SPACIBS AND M INARA
<br />4MIBN/102 I I'- ONJ
<br />]
<br />EDGE "STANCE ARE R6)IGT[D oN TINS
<br />SCHEDULE FOR ED. LESS THAN IOBATEO
<br />ON SCHEDULE REDUCE ANCHOR SPAfiE0.6
<br />4vAna0M63 �� (�
<br />)
<br />aT Mu1BLYNc ssACINc aHDWN aA
<br />SCHEDULE SIT THE FOLLOWING FACTORS.
<br />ROREIL p0E ppO1Q gyp•)
<br />now
<br />1 1/2•
<br />WO
<br />FOR IRS OPERATION TO BE POSSIBLE.
<br />REDUCED ALL O RIND THAN
<br />FACTOMPM SHALL NOT WE LESS THAN
<br />2 ,/.2.
<br />__ _ _ ____-
<br />WI
<br />FOR EACH
<br />ANMRN SPACING TWO SCHEDULE
<br />ANCHOR TTP[ ON 11116 9MIEDUIL
<br />r
<br />-__-__-__._
<br />018
<br />] 1 7'
<br />-
<br />FLORIDA BUILDING
<br />INSTALLATION DETAILS FOR UEE SAFETY PANELffl
<br />INTO WOOD STRUCTURES
<br />I
<br />/ ` I
<br />II
<br />� I
<br />: •C- � II -($ IWREBL fl R IEMRRED
<br />i \ j •I
<br />1 4'0 IAPCON , 41 TAPCON
<br />A\
<br />)
<br />T 7
<br />1/2, 1/e 1/2, Ile
<br />I
<br />M'in
<br />Min @'I
<br />I i
<br />I I O
<br />O �
<br />j A j_ ,/,gym,•
<br />ft 90.rs
<br />A A p 1
<br />GLASS
<br />_..I 5• PANEL LENGTH
<br />PANEL LEFM,TH
<br />I
<br />(SEE ELEVATION (SEE ELEVATION•-.._ _,r--_ -r__ ON SHEER 12) I
<br />m.. .1 ON SNIT 12)
<br />R 1 p I
<br />II 1' Wn. I 1
<br />--I
<br />TO CLASS. ; Q ._..�; w
<br />M
<br />1 .1
<br />Wntd Hu
<br />1 6n1/r oc EU
<br />1
<br />//1
<br />CC
<br />L .'
<br />2'.4 WOUQ , it 2.4' WOO) i
<br />-' 1 y
<br />PLATE PLATE
<br />REWIRED 1/4'6 PAN.LMAIE PUNS GOAD Ir PANEL3ATE PLUS
<br />._1/IY
<br />ANCHOR O 12 1/2. O.C. `- M40M O 12 1/2. O.CLL
<br />�gRNAT1YE R �� -
<br />O REGULAR PANELS ANEW
<br />V,n HNNrrrb
<br />WALL MOUNITINGS ��VGENBF �0'
<br />S
<br />4l'
<br />0.44167 FLORIDA BUILDING CODE (Non High Velocity Hurrfeon4 Zone),
<br />IT ¢ 61aD nlrco. 110 24 GAGE GALVANIZED STEEL STORM PANEL 10
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE :•4r _. W_ N'
<br />PANEL YA�D'• A. JQ�x� 4N/Ttne2e
<br />(RESIGN PRESSURE RATANS (p.W.f) ANDSHEET
<br />LENGTHS AS PER ELEVATION ON SMELT 12. S F OR1 IL E C O GINS GLOBAL PROTECTKN PROWICIS, LLC. OAR:
<br />2. FOR W000 FRAME CONSTRUCTION: WOOD �� `S/ONAL F•� T �DRAL "333144 1
<br />NEW (�-..+7.VJ as 3a a B6. 2R. ,oBM ¢emW FL
<br />INn4HQIMM* / 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ! -.am- aw 4"_AFCNc (04ham -7m. FA° n (m4Xvw_S
<br />DENSITY OF 0.55 OR EOUAL „>.- - - REARMING NP
<br />1J'..
<br />PE 9FAAL/61M4471PE/IMOE BALTG PC W,F,N
<br />OQT ,4 or ,I
<br />L
<br />V/
<br />U
<br />0_
<br />O
<br />C=
<br />.CM
<br />CQ
<br />U
<br />N
<br />CU
<br />O
<br />(U
<br />Cn
<br />O
<br />O
<br />O
<br />W
<br />�
<br />C)
<br />0
<br />U _
<br />CU
<br />Cn
<br />_
<br />s`
<br />a)
<br />ku
<br />L
<br />0-
<br />Q
<br />a
<br />z
<br />z
<br />w
<br />J
<br />N
<br />N
<br />CL
<br />-
<br />O
<br />FLU
<br />v I
<br />CL) 77
<br />> W
<br />CD r_ o
<br />CL
<br />L` G
<br />M.
<br />M E.3 RI
<br />>a m x
<br />C u• GL
<br />TO C -
<br />N L
<br />d O
<br />N
<br />Y
<br />as
<br />CO CD
<br />.L
<br />C
<br />C
<br />C C
<br />3 3 IV
<br />I-
<br />m ou
<br />• LN O3
<br />C C]
<br />cu
<br />CE •_� 1..
<br />N G �
<br />C E
<br />CD
<br />� c3
<br />I..
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<br />CU
<br />O
<br />CDL
<br />0-
<br />U
<br />0
<br />Q_
<br />CU
<br />W
<br />W
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.4_
<br />
|