|
1
<br />END CLOSURES DETAILS FOR INSTALLi IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD ATRUCTURES; VALID FOR REGULAR, LIFE
<br />SAFETY do E-Z HANG STORM PANEL ()) SYSTEMS
<br />1 i
<br />--L----,6©� •®OR "Da4c1eTE
<br />K ® r Film r . r . i 3106 30, a
<br />Ai cap. xw
<br />N4LE W
<br />A4CLE 0 r 0, • f 7H' 4
<br />TAPCON ! 12- O.C. -
<br />2 1/2'-4
<br />- 1�) An.
<br />POTATO GDAA,agrE. COICRH,C _ J',
<br />I , sY v , 3 4' TAF'COR
<br />B19CK W 2'.4` .GOO FRAME' POtAOD �paI�TE, �� I / / _ ♦'
<br />RI:GWED WMCIE'FE aLOC6 aR /i MIC11M ! 11' O.C. 7 1/Y ' F-
<br />AMA: OR® MIN,-- �.•
<br />2-w Woo° MI
<br />,u "' NitF M1E2 -
<br />REe1lAEa E Ii \\ �:� n/4 ,W
<br />1. 1'x U1s'WT[RMiF IE6 LOOA110N z•
<br />• CGNI .>�<
<br />L t1E AIW. AadE OR
<br />'a,o6-Mts4
<br />LEI
<br />snFE, PODRFn conrnETE, wnc'AF,q
<br />.- 1E'TMALUM. GEM PUCE BLOM ON 2M' MOOD FLAW
<br />]l0A-H14 a( E %�Can.OKOLNRFD
<br />ALALLOYCap. AW1L 4101E
<br />- Mu MAP-r--rrr .1 � %
<br />4- 072-
<br />! ,W- aC. ltp5-H,4 6R ,N61-n A11,0,
<br />R/,Pt1,wp OnL Atuw ANCIi
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4'.1• SCANS 1/4•-1' SCALE 1/4--1• SCALE 1/4•.1-
<br />. 56ID-SEE OR CAu,-IN
<br />OP00OMCIRfE- 70P'"CwTmLM MP4E1Lw°E
<br />t.Sit pE'1� _ � •� WOOD (SEE
<br />'0200 1')OVERLAP OVIOND dl 51i115 9.
<br />,.. - (MN. PANEL - WMORETE� bR '1'.. VARM'S,� 1 O &r 'PAW REOUOM son or'
<br />OPENING WIDTH ::: P'4uRD 2PFO JAEO FN1E
<br />COIPOIEtE. COIIC11E1E
<br />... ... •.
<br />rN4• ROOD rRAAE 1 (J
<br />REDUNRO 3d4. 144.
<br />1 VAT6ES 1 a • © V' . - e f -� �WDp W/ xMCNOIKp :PORT k
<br />It 90, DISTANCE
<br />.711TT* 1
<br />,.'J
<br />1M1M SASE G (PLAN)
<br />- % \\\\ % 'R�moMml . F�%, SCALE 1/4-.1-
<br />VALIDFOR DIRECT MOUNTWAATION LATAT ION ONLY
<br />L! \__/ OL 1�: •• ��CEiYf
<br />PANEL W/6t
<br />=
<br />CEIRTIFTENo.44167
<br />s SURFACE LEVEL VARIATIONS WTTWN 31V
<br />FLORIDA BURRING CODE n High VW*Ioclfy Nunicona tom
<br />CASE E (PLAN) CASE F (PLAN) _ •.5 IATE OF 24 GAGE GALVANIZED STEEL STORK PANEL
<br />SCALE f/4'.1• SCALE 1/4•-1' �OiC•• FiORiD/`.••�� altA R.
<br />s Fsr,;GLOBAL PROTECTION PROWCTS. LLC.
<br />IL EC01Na.
<br />4M Ii O, 91RE,
<br />r�fx1.`•Ei7 i FA. w. r ,ALA „Ar4 4MRRan >)NM WWa. FL a3t14 20-1 ?5
<br />FA.. PPq Y+-'AM .. 0s1 nt-,In NWLME (904XIM-7544 FiII: (ws)ARR-67FI
<br />aM. xiMA YM l.r MINOR;
<br />G-O�a to
<br />PE 4Aloowiot W-IOOE WALtBA A nO1f N. Pi. 0IRIS ale a T9
<br />MAXIMUM A S n DESIGN ERESSURE_ RATING (per,) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR RFr.0 AR STORM PANEL (J) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL iDINSTAL(ATONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7)
<br />WK. AS.D.
<br />DESIGN
<br />PRESSURE
<br />RA TING
<br />MAXIMUM ANCHORS SPACING FOR E.D.. AS SHOW" ON SHEETS 6 & 7
<br />&ANY
<br />or THEM
<br />tAaXMUM
<br />LENGTH
<br />i
<br />(n')
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALEtoPINS
<br />PANELMATE
<br />tpppp
<br />f3"
<br />73'
<br />1 J
<br />1 r
<br />3
<br />W (*OP)
<br />13-
<br />ly
<br />13'
<br />•
<br />1W BDTrov
<br />6 1/2-
<br />6 1/2•
<br />6 1/2'
<br />6 t/2•
<br />(TOP)
<br />lf2'
<br />^e 1/11'oft
<br />(WrT
<br />a --
<br />--
<br />JW (BOTTOM)t3"
<br />-45
<br />OR
<br />LESS
<br />13•
<br />_ _ _,_3•
<br />1J•
<br />130
<br />1!'
<br />crop)+46.
<br />I!'
<br />13'
<br />13•
<br />13-_
<br />13•
<br />ti'
<br />13'
<br />IS,
<br />a 1/2•
<br />M' (TOP)
<br />_
<br />13'
<br />_
<br />13•
<br />13_
<br />1r
<br />8'
<br />IW (Min ai
<br />6 1/2•
<br />6 1/2-
<br />6 1/2•
<br />6 1/2_
<br />6 I12•
<br />20 (TOP)
<br />-
<br />- a I/a•
<br />- 12 1/2-
<br />a Ile
<br />20 (WrT•)
<br />>11i
<br />4 T /2
<br />4'
<br />6 1 n
<br />a 1 •
<br />n
<br />-
<br />Ra')
<br />,4•_a-
<br />4 1/2'
<br />4 1/2' -
<br />-_-_ T
<br />r
<br />-
<br />3W MoTrom)
<br />-10 Tn•
<br />9 1/2'_
<br />li'
<br />_ _
<br />12•
<br />a'
<br />4W (TOP)
<br />e ,3•
<br />fJ'
<br />IS. --
<br />13•
<br />6 ,/2'
<br />(BOTTOM)
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & EMI(. PANEL UENGTHS WHEN SPACER -95
<br />..I
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. AS.O.
<br />Pp U
<br />RATIO
<br />MAIWW ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 A 7
<br />APPLICABLE
<br />TO
<br />IhR ANT
<br />COLA OF THEM
<br />MAKMIM
<br />PAN[L
<br />LOIGIFI
<br />1'
<br />(H,)
<br />TAPCON
<br />LAG SCREW
<br />PNOIMATE
<br />FEMALE 10
<br />PANELWTE
<br />PLUS
<br />WOOD 8LISNNG
<br />, 3 '
<br />t3'
<br />13'
<br />13"
<br />13"
<br />iW
<br />Ir
<br />tY
<br />_
<br />IS.
<br />tr
<br />1'
<br />1W (BOTTOM)
<br />a 1/2-
<br />6 1/2,
<br />6 1/2•
<br />6 1/2•
<br />6 lIr
<br />20 (TOP)
<br />--
<br />6 1/4-
<br />12 1/2-
<br />e_
<br />6 Ile
<br />7W (BDTT.•j
<br />SOR
<br />LESS
<br />or
<br />3W Crap)
<br />- 7 1/2•
<br />- e�
<br />B - ---
<br />S' -
<br />Y--
<br />SW writro II
<br />tl• -
<br />-_ I3 --
<br />13•
<br />+45. -45
<br />+75To. -75
<br />_Ir
<br />Ir
<br />13•
<br />tY
<br />W'
<br />i3•
<br />4W Mori
<br />13'
<br />13
<br />13'
<br />Ir
<br />to'
<br />its (TOP)
<br />Ir
<br />tr_
<br />IY
<br />IS"
<br />6 Ve
<br />Its (BOTTOM)
<br />6 1/2•
<br />6 1/2-
<br />1 IJ2-
<br />6 I/2•
<br />6 1/2*
<br />2W (TOP)
<br />-
<br />--
<br />_
<br />6 1/4'
<br />12 1/2*
<br />6 I/4'
<br />2W (eoi
<br />TO
<br />4 112'5•
<br />7 t/2'
<br />7 in•
<br />'f
<br />- 5•
<br />5 1/2*
<br />1•i
<br />to.-
<br />-
<br />So (8D1r0Y)
<br />Ir
<br />12•
<br />13'
<br />13•
<br />5 t/]'
<br />48 Ti
<br />Ir
<br />IJ'
<br />,I.
<br />13'
<br />IV
<br />4W (BOROA)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MU(. PANEL LENGTHS WHEN SPACER Q3 IS
<br />USED, CO DING ONLY TO ALTERNATE 2Wr ON SHEET 6
<br />7lOF..LlL
<br />A
<br />A.SD. DESIGN LOAD
<br />MAXIMW PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />8•-8.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO GO PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ SfpMltui 1/2' O.C.
<br />CODE
<br />INSTALLATION QUELLS FOR LIFE SAFETY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.9 TAPCON _ pt6TNHC vCUKO ,/.-. iMCON - - POURED
<br />ANCHOR ! Y O C-1`ANCRETE on ANCHOR ! -6, C oR
<br />CONCRETE BLOCK i' CONCRETE °LOCK
<br />REOLW". RE131AYED.
<br />f -0
<br />f 1 r
<br />I /., 1/4• IJa•
<br />Los
<br />ED-
<br />Mk
<br />N I 7O TO GLASS.
<br />I
<br />M ul*.S.
<br />IilAiS "a.: _.. f. .j ,. mow_-lw� X
<br />p ��,.F(rr I � 'OW,N aW1 7d1 EOSTI(Q,e
<br />I �I I i• Mm E I i •L• MAX.
<br />f
<br />1
<br />N V 1 RARE. LENGTH e. - - i 6' PAAEL LENGTH
<br />j
<br />It i:_.... (SEE ELEVATON ; i (SEE ELEVATION
<br />ON V917 12) a 1. -' ON SHEET 12)
<br />p--SEPARA11pi.
<br />1 TO GLASS. 1 Ipi-
<br />01
<br />i I
<br />g qy 1 r
<br />1 1
<br />I r
<br />1
<br />CONCRETE
<br />PORED ED r I CONCRETE
<br />NPOURED
<br />CONCRETE aR' ' CONCRETE.; --� CONCRETE a A
<br />REoumm..r: h' 1 q N• OC REOURED. „f tlF[,WM
<br />I
<br />1 N t +
<br />PNHELAWTE PI 1/4Y PANFLMATE "LaS -
<br />ANCHOi O 12 1n O.0 ANCHOR (BEYOND)
<br />WALL MOUNTINGS
<br />SSE 09M 15 ! I6 FLAY ANCHORS TINE & SPADING FOR SCALE 3/0-1"
<br />ONPUA,ONS 000 W= FWAR: 8I60068.
<br />W..AM ARDOR SPAcara, NO AANMW EDGE OWAICE
<br />ARE M COED ON INS SCHEDULE. " ED, LESS TWO
<br />SOIDATO ON SOEMA:E AGRIDE ARDOR SPACMa V
<br />MU.MYMG VACM WOWtl ON 9CNFDYU r THE
<br />FOL1D6WO FACICIM FOR T6 OPPOYM TO K POSSIBLE
<br />REDUCED SPACMO ONMU I+BNO FACTOR SNNL NOT K
<br />TLESS IMAM WNIAN IONIC" YPE W THIS 9CNmUL IMdGTED FOR EACH MKNOIE
<br />A. TA(
<br />AIONR t+at - 3t� VGEN,:' :4/s=
<br />ARRAY MOOR WNW 00 3 3 FL
<br />•HAarN1,1,W cWA..M 90 3 3
<br />w.Raw ,Mawr atr et) 3 3 1/2 Pmw nitro. K
<br />AGUE m TAIGA Ram IioIOR -q, STATE '--- .
<br />7i; 'r --CO..,
<br />/r °" 3�e'• FtoR10P IILIC.
<br />- 3_ DSD Im NNMNIM((4H41Idt r... , uw n,-,As . ti • OWN m-N
<br />PE gN/WWMMTNL/DM rWH li sr
<br />MAXIMUM A.S.Q. DESIGN PRESSURE RATING (Stp,,s ) AND CORRESPONDING MAXIMUM ANCHDR SPACING SCHEDULE
<br />FOR REGULAR_ STORM PMEL (i, INSTAL eT10NS INTO CONCRETE AE CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 & 5)
<br />MAX. A.SDESIGN.D.
<br />PRESSURE
<br />RATING(D...f.)
<br />WXMM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />w E.O.
<br />PER SCHEDULE
<br />BELOW
<br />APPLICABLEWMMIM
<br />SEC11101,45.
<br />LENGTH
<br />CIEs
<br />A.S.D.
<br />MAXTO
<br />Di
<br />PRESSURE
<br />(P.•.t.)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MN ED
<br />PER It'L'HEDUII
<br />BELOW
<br />APPICABLF
<br />10 swroks
<br />a
<br />YN.MIw
<br />LENGTH
<br />(rt)
<br />UPCOt
<br />D-SET
<br />E
<br />ID
<br />P pLUBh
<br />ZAWC-WAIN
<br />CALI(-1N
<br />! �
<br />t ,ON
<br />TAPCOR
<br />SOLD
<br />-SET
<br />FEW"
<br />to
<br />PRATINGLUS
<br />ZAY/C-NNIY'1
<br />CALK
<br />-IN
<br />m
<br />W
<br />13•
<br />70
<br />UISIi+[
<br />m
<br />W`
<br />iti
<br />m
<br />m
<br />10
<br />eo [fE
<br />m
<br />149. -4S
<br />LESS
<br />,3'
<br />13'
<br />t3•
<br />13'
<br />lr
<br />13'
<br />13'
<br />Ir
<br />1r
<br />,s•
<br />(TOP)
<br />OR
<br />LESS
<br />. -45
<br />To
<br />+es. -e6
<br />1r
<br />13'
<br />13'
<br />13'
<br />,J•
<br />,Y
<br />tY
<br />/3'
<br />IF
<br />13•
<br />jr-
<br />t 1 n
<br />, tTOP)
<br />OR
<br />LfSS
<br />13•
<br />13'
<br />t
<br />1]'
<br />,r
<br />U'
<br />13•
<br />t3-
<br />lr
<br />Ir
<br />t!'
<br />t3•
<br />t (BOTTOM)
<br />1T
<br />13•
<br />1J•
<br />13'
<br />13'
<br />IF
<br />lY
<br />tr
<br />Ir
<br />Ir
<br />13•
<br />11 1/2
<br />1 (BOTTOM)
<br />tr
<br />U'
<br />it
<br />Ir
<br />,3•
<br />tr
<br />13•
<br />1r
<br />Ir
<br />13•
<br />11 In
<br />2 (TOP)
<br />,Y
<br />1r
<br />13•
<br />,r
<br />13-
<br />13-
<br />IY
<br />IS'
<br />1r
<br />13•
<br />Ir
<br />1r
<br />Ir
<br />11 If2
<br />2 (BOTTOM)
<br />Tr
<br />,
<br />3'113�
<br />1'
<br />3
<br />I'
<br />s
<br />r
<br />t•
<br />S
<br />,3'
<br />,S'
<br />,]•
<br />3
<br />13
<br />3 OOP)
<br />1 r
<br />, 7
<br />u
<br />,r
<br />Is
<br />3
<br />1r
<br />a
<br />,r
<br />u
<br />u
<br />11 1 n
<br />3(TOP)
<br />12 1/2
<br />12 t/2
<br />6 I/4'
<br />6 1/4'
<br />2 1/2
<br />12 i/2
<br />-
<br />-
<br />6 1/a'
<br />6 f/4'
<br />3 (lDrra4)
<br />-
<br />-
<br />12 1/2.
<br />12 1/2
<br />i I/4•
<br />6 i/4'
<br />12 ln•
<br />2 1/2
<br />-
<br />-
<br />° ,/4'
<br />a ,/••
<br />3 (eaFTOM)
<br />Ye'
<br />e•
<br />e•
<br />Y
<br />°•
<br />a'
<br />6'
<br />B'•71/2'
<br />4 (TOP)
<br />p•
<br />5 1/Y
<br />e•
<br />6•
<br />e"
<br />a 1/2'
<br />p'
<br />) 1/2'
<br />6
<br />6'
<br />e'
<br />S'
<br />• (TDPj
<br />1!'
<br />0•
<br />_+•°
<br />13
<br />t3
<br />7J•
<br />tr
<br />t7'
<br />1Y
<br />-
<br />i3•
<br />__
<br />fY
<br />13•
<br />_6
<br />_
<br />IF
<br />_
<br />(BmiOU)
<br />,3'•
<br />_..__
<br />i]•
<br />13'
<br />13•
<br />t3'
<br />tr
<br />Ir
<br />__+NaTTaO
<br />tY
<br />13'
<br />tJ
<br />S (TOP)
<br />13
<br />13'
<br />la•
<br />13
<br />13•
<br />,--
<br />s
<br />13"
<br />it
<br />13_
<br />tl 1/2-~
<br />11 t/
<br />1i 1 2
<br />/
<br />S (a TFW
<br />8
<br />(WP)I
<br />5J•
<br />3
<br />3-
<br />IS-
<br />5 WOMM)
<br />13`
<br />-
<br />t]'
<br />tJ'
<br />tr
<br />13"
<br />13•
<br />_6
<br />-
<br />-3,-'--
<br />,
<br />,
<br />, • ^
<br />, •
<br />3
<br />u'
<br />-
<br />13
<br />--
<br />; •
<br />!
<br />---
<br />� •
<br />]
<br />6 Ile
<br />--
<br />� 1a
<br />6 T/4.
<br />---
<br />OOP)-
<br />e_
<br />6
<br />,r
<br />-
<br />it
<br />,3•
<br />,r
<br />r
<br />1
<br />a
<br />rr
<br />Is•
<br />,a
<br />f/s'
<br />6 1/a'
<br />6 1 a•
<br />6 t/!'
<br />-
<br />-
<br />-
<br />-
<br />-
<br />6 I/i
<br />a Ile
<br />6 Ile
<br />a Ile
<br />-
<br />-
<br />-
<br />6 1/4•
<br />6 IJ4.
<br />6 (BOIT.r)
<br />it
<br />r
<br />u•
<br />,D 1 n
<br />,r
<br />r
<br />,r
<br />r
<br />7 t 2
<br />/
<br />s 1 n
<br />+r
<br />• 1 n
<br />1 (TOP
<br />ii
<br />To
<br />I• -e
<br />u•
<br />e•
<br />,r
<br />,r
<br />,J•
<br />e , r
<br />/
<br />Ir
<br />n , r
<br />/
<br />° , r
<br />/
<br />e , n
<br />u•
<br />s 1 n
<br />,
<br />TO
<br />W-W
<br />,r
<br />r
<br />Ir
<br />,r
<br />tr
<br />9 1/2
<br />1S•
<br />9 1/2
<br />To 1/2
<br />7 112
<br />Ir
<br />r
<br />, (BOTTOM)
<br />- Ir
<br />7 +/Y
<br />13'
<br />13•
<br />Ir
<br />to-
<br />tr
<br />to*
<br />it'
<br />6•
<br />Ir
<br />6 1/2'+
<br />(NOTIO )
<br />Ir
<br />r
<br />13'
<br />10 t/2
<br />13'
<br />r
<br />it
<br />r
<br />7 1/2
<br />5 1/2
<br />IJ
<br />4 1/1.
<br />2 (TOP)
<br />13•
<br />'•
<br />Ir
<br />1r
<br />13•
<br />a 1/2'
<br />Ir
<br />5 1/2•
<br />9 1/Y
<br />6 In'
<br />,]
<br />5 1/12'
<br />2 (t0i
<br />Ir
<br />7•
<br />1J'
<br />,]'
<br />IJ'To-
<br />1/2
<br />13•
<br />' / 1/2
<br />10 1/2
<br />7 112
<br />13•
<br />'6 1/2•
<br />2 (BOTTOM)
<br />13'
<br />7 1/Y
<br />13*
<br />13,
<br />IF
<br />to'
<br />I Ir
<br />lo-
<br />it'
<br />e'
<br />13'
<br />6 1/2•
<br />2 (BOTTOM)
<br />,r
<br />)'
<br />Ir
<br />Ir
<br />IS' IS'
<br />9 1/2
<br />23•
<br />I 1 1/2
<br />10 1/2
<br />7 117
<br />13•
<br />a ,/2-
<br />3 (TOP)
<br />IF
<br />7 IJ2•
<br />13•
<br />tS•
<br />IF
<br />to-
<br />Ir
<br />To'
<br />it-
<br />8•
<br />Ir
<br />6 I/2.
<br />3 (top)
<br />12 1/2-12
<br />I/
<br />8 Ile
<br />5 Ile
<br />12 1/Y16
<br />Ile
<br />5 1/4,-
<br />6 Ile
<br />3 MOTION)
<br />-
<br />12 In•12
<br />1/2'
<br />6 Ile
<br />a Ile
<br />12 1J
<br />,2 I/
<br />-
<br />6 I/P
<br />6 1/4•
<br />a (80TFOM1
<br />7'
<br />r
<br />B•
<br />5 1/2-
<br />r
<br />3 in"
<br />e'
<br />e
<br />4 1/2'
<br />3'
<br />6 1/2'
<br />r
<br />6W)
<br />t t/2"
<br />3•
<br />6'
<br />-
<br />6•
<br />7•
<br />4•
<br />r
<br />4•
<br />4 1/2-
<br />3 1/Y
<br />6 1/2•
<br />3-
<br />4 (TOP)
<br />Y
<br />5 1/2'
<br />7 1/2'
<br />(BOTIOO
<br />e'
<br />-
<br />e'
<br />ylr
<br />a
<br />6'
<br />5 1/2'
<br />7 ,/Y
<br />(60rr0Y)
<br />'31
<br />7'
<br />1r
<br />13'
<br />Ir
<br />9 1/2'
<br />1r
<br />4 IJ2•
<br />0 1/2
<br />2 1/2'
<br />33'
<br />6•
<br />5 (TOP)
<br />13'
<br />6 t/Y
<br />,J'
<br />IF
<br />10'
<br />tr
<br />,0'
<br />„•
<br />6•
<br />lr
<br />6 1/2'
<br />S (TOP)
<br />,3'
<br />9 in'
<br />IS"
<br />9 1/2.
<br />10 t/2
<br />7 1/Y
<br />,)'
<br />8 ,/2FN(Z
<br />TlaM)
<br />J'
<br />a 1/Y
<br />,�
<br />13•
<br />IY
<br />To'
<br />tr
<br />to
<br />1
<br />p
<br />1r
<br />6 t/Y
<br />(BOTTOM)
<br />13'
<br />! S'
<br />IF
<br />,0 t/2
<br />tY
<br />r
<br />tY
<br />Y
<br />7 t/2'
<br />S +/2'
<br />fD'
<br />4 /n"tr
<br />13`
<br />a 1/2'
<br />tY
<br />a 1/Y
<br />9 1/2•
<br />6 t/2'
<br />,J'
<br />S I/2'
<br />66
<br />I/a'
<br />6 5/4'
<br />6 1/a'
<br />6 1/a'
<br />6 Ile
<br />6 Ileft••)
<br />B t/•'
<br />6 1/4"
<br />6 1 e
<br />6 1/4'
<br />-
<br />6 1 e
<br />6 1/a•
<br />6 {daiT "`
<br />SEE SHED it MR ANCHORS TYPE + SPACING FOR OGIUAT1016 ,INTO WOW "6" BULM M
<br />• MNRRM AMC'" SPAMM AND MNNN EDGE OWANCE ARE ROIATEG ON INS SCNROLRL FOR ED
<br />MESS IMAM M ICATO DN SORMI) S REDUCE ARDOR wcm By W&MYMG SAICM I OFN ON
<br />Sorkin M TAE POLLOWIAO FACTORS, FOR THIS OPMTKW 70 6E MSSBI2. MILIKKm SAACMG
<br />TW LWU IAXIO FACTOR SNNLL TACT K LESS TWA A MKW SPAO,D KVOkTM FMM FAG• ARDOR TYPE
<br />oW MIN SCAM=
<br />1/0.
<br />1/a•.
<br />,µY
<br />,/e.
<br />1/a".
<br />Ile.
<br />TYPE
<br />ANCHOR TYPE
<br />,WaWI
<br />_
<br />iFMO•el
<br />_
<br />PMH
<br />nova a
<br />-a RK
<br />.
<br />EArc-+MAN
<br />.oui
<br />mmm mom SMCN° (k)
<br />3
<br />3
<br />2
<br />3
<br />a'/r
<br />1 1/2
<br />°ARAMSMPP"Mw
<br />3
<br />3 ,/r
<br />r
<br />3
<br />.,Ir
<br />3
<br />RMPAM PLUS Opsom MGM ei
<br />S
<br />3 ,/r
<br />a I/s'
<br />S in
<br />3 1/r
<br />AGAVE OK DEWY= (Ea
<br />FACORR
<br />1.ro
<br />IM
<br />'* SFACOlQS ONLY VIVA WHEN SPACER®S USED. SEE T /1 FOR MAX. A.S.D.
<br />OESlON L.CWOS & MAX. PANRl LENGTHS WHEN SPACER LIED.
<br />3' MAX.
<br />D.W(j). 7
<br />1" M.
<br />Or
<br />jb"I L A
<br />AS.D. DESIGN LOAD
<br />VIAXIIMUM Pi
<br />40 PSF OR LESS
<br />V-8'
<br />> 40 PSF TO 50 PSF
<br />i
<br />> 50 PSF TO 60 PSF
<br />5•-10-
<br />A MAX. PANEL LENGTHS ARE OKY VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C.
<br />_. _. ____...-_ ANCHORS (SEE SECTORS & ALTOR ATIVFS ON SHEETS 13. 14. 15
<br />rolR-tA/13, R-2A/13, R-3q/14• R-1B/13, 9-20/13. R-311/14. ]•
<br />"R-MAW/15. R-2AW/15. R-3AW/16. r101sR-18W/15. R-28W/15. R-38111/16. t• w'
<br />L/I
<br />- 5.5. BOLTS W� 'L•
<br />(USE FOR PANE! LENGTH WX.
<br />T Z,114-0-20.11'
<br />OVER r_B, 11 PAt� LENGTH
<br />REGULAR O PAtNEt REGULIN STORM PANEL e'-B' O 440A. - 0.0 P.R.F.
<br />(W/ 008W MD PAIR LENGTH 900)
<br />LINE �ToEM PANEL a SA7T' P-f•
<br />(Oro a1ND6AP TAD PAtal. LENGTH BOLT)
<br />-_ A USE 2'-W w. PANE. LENGTH
<br />W o.l - .. - --'-- - --. -.- _
<br />/ 2 At ALL tE01Rtf111G5 �' I "�•1 I S.S. BOL�TS� W �'-
<br />�. AT EA OVERLAP
<br />t
<br />r
<br />I '
<br />� - 6
<br />' I
<br />--f------- ---` ---------
<br />NOTCHES AT SIM
<br />L TION O LIFE SAFETY -'
<br />PANEL BOTTOM CORNERS C yj
<br />'-(WEiiAP- :-gip_.
<br />at O tWN6 NAIT AT ECERIOR WIND NUT AT
<br />LEFT PANELLOli0lliEl - - -RIGHT PANEL 3• WR: f INSTALLATIONS ONLY VALID FOR WIND
<br />I• w. R-1A/13, R-2A/13, R-3A/14, 0-19/13. R-2111i R-38/14, I' w; SPEED UP TO 170 mo.h.
<br />R-CAW/15. R-2AW/15. R-3AW/16. 11-101 15, R-29W/15, R-300i
<br />,•.. - _ __. _ -. - _ _-_AICNORS (SEE SECTIONS 1 ALTERNATIVES O1 SHEETS 13, 14. 15 ttb)_-
<br />_Ile RAF. GNP
<br />LIFE SAFETY STORM PANEL (f) ELEVATION (t)
<br />��SSTTORMM PANEL (MIN 0.4F1lM2 VILLEIT SCALE / .1 STORM PANEL
<br />----------- ------=
<br />MAX,Ile
<br />GA, s.. � L� ✓9$ 1
<br />-- ------
<br />CAFE SaE'+T PANEL I.O . - * tf a FLORIDA BUILDING CODE Non Nigh Veloocifty NMrcfce
<br />E)i
<br />rZS�F,S/�oR10► G`g<LQ== amona06 24 GAGE GALVANIZED STEEL STORM PANEL IW
<br />SECTION A -A kk ILIE C O EKG. ORAL PROTECTION PRODUCTS. U.C.No
<br />amemn4em S.W. 51 w
<br />x11. i 1k NAA MAgM 4rHRaI. k J WAR. IL Sri -
<br />SCALE
<br />1/4•.1 • K.... nA1 P,-g1F _ .._ _PIN A-tqH INOK: (6S.NM-TS4a FA% nro.)NR-im 20-
<br />INSTALLATION
<br />----
<br />ilk
<br />DETAILS
<br />INTO
<br />FOR LIFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />-- ll,
<br />.0
<br />WOOD HEADER
<br />-- - "
<br />W°°DAHEADER
<br />- - i - V WR£NEEM"
<br />- I:I _ HEADER
<br />Itnvueem
<br />I
<br />1 //4'9 fAPCON .1
<br />1 ' -13YC1OR I
<br />1/4.9 TAPCON
<br />ANCHOR
<br />t//H•9 TAPCOI
<br />ANCHOR
<br />i//1'. TAPEaN
<br />I -CIOR
<br />! 9. Ot.
<br />O 9' O.C.
<br />,I
<br />O 9' O.0
<br />• 9' O.C.
<br />ri .
<br />,.. -..
<br />k
<br />_.�
<br />�:/
<br />,; ICI
<br />2 ;
<br />LJ
<br />_..11
<br />I l�J
<br />-ei1
<br />Sea"
<br />I-
<br />)
<br />, 1
<br />,
<br />IJ2• I/a•
<br />1/Y t Ile
<br />1/2 1 11/e
<br />t/2• 11 4•
<br />'. WAX. -- -
<br />I'
<br />1 0.i
<br />1'I
<br />MI5'.
<br />I(LL
<br />1
<br />,, 1 FI
<br />2' I 2
<br />1'2•'
<br />1
<br />y 99 I
<br />LRIL 1 BM
<br />1
<br />Ain I
<br />TAIL 1�
<br />. 4
<br />I
<br />1.J�
<br />1
<br />j 1-t a L_I
<br />/tOx,'
<br />i 10
<br />N
<br />N
<br />+ p
<br />1
<br />1 M_
<br />r -_ /+..
<br />•- �.' .. i ww.a W ENSRNfey
<br />UAA N
<br />I , to.t•
<br />,• I E. !i.
<br />_ E% N .'
<br />,. I DLASSOn - A..
<br />11- 'r
<br />a
<br />Y >y Antt W,QI)
<br />�. � fix -
<br />I aM,
<br />,/ m,• . :.
<br />;F..1 95. 60.,1 • -
<br />_
<br />B
<br />S i IAlIH OiO 7-a9 N
<br />t (
<br />I 1
<br />N
<br />'iMAI N
<br />I
<br />1 N
<br />,rjW i I V MAIL
<br />w
<br />°_ %-.: -._:
<br />; L
<br />RAM.tl
<br />-:..,,i__ _t 6•
<br />PANEL LENGTH D
<br />(SEE ELNATiDN Y
<br />1 - -. __
<br />,
<br />-_ ♦-_ `•' 1 ....- 8. PANEL LENGTH
<br />Y` (SEE ELEVATION
<br />PANEL LENGTH R
<br />111 I 9
<br />ELEVATIONS p
<br />I
<br />1 1
<br />i . _ -L
<br />ON SHEET t2) ,. - _ _..
<br />_..
<br />PANEL LENGTH N
<br />; .
<br />_ _ (SEE EUYLION 1
<br />ON SHEET 12)
<br />1 Ott SNIQT 12)
<br />_
<br />11
<br />pp•-TIMI.L71pM
<br />, ONSHEET
<br />1 O N 1• LNn.
<br />O
<br />0 10 Q1A55.
<br />O
<br />{ 1; 7 N
<br />,'
<br />a
<br />,-�
<br />G ASS. 1 L/2 SEPARAION-
<br />i �_("� ro wAss
<br />6•
<br />A
<br />j-� ",I_'T
<br />1 �J F-SEPMt
<br />Ln ; m
<br />00 1
<br />cIASS. ; o. VEb
<br />_
<br />_
<br />I v
<br />ED
<br />I
<br />- I
<br />IJ2'
<br />-_
<br />t
<br />_
<br />___.I Efo .-• _.Y
<br />-
<br />l _E
<br />Si NOL TRIP WS
<br />_.. _...
<br />___-omit
<br />\:i'
<br />\:1
<br />_
<br />'�)
<br />2'.4' WOGS
<br />PATE "I
<br />') 1� 6 o 06
<br />NCN •�7
<br />-
<br />i •a { TAPCDN
<br />•. -
<br />_i/4•. TAPCON
<br />REQUIRED : _�4'. 1APCON 2•.a•
<br />--
<br />6 11
<br />O W D.C.
<br />STAGGERED
<br />STAOGa!REO W/ 51U0
<br />ANCHOR • 9. O.C.
<br />STAGCEREO W/ 51UD
<br />ANCHOR
<br />O 9' OX PLATE
<br />P
<br />,I __1 4
<br />,
<br />ANCHOR
<br />I
<br />I WOOD L�..._. '
<br />_ aa• WOW
<br />_
<br />I
<br />_.
<br />0 0 D.C.
<br />REQUIRED --. .. .,
<br />OUP
<br />- eLTERNATiVE R-, ew
<br />O LIFE SAFETY PANEL
<br />SCALE 3/8-l'
<br />a Tit
<br />O LTt���S�IA�IF�IE�Y
<br />SCALE
<br />�-l�I L
<br />GEN
<br />FLORIDA BLLLDING CODE Non High Velocity Nurrkam Zone
<br />.44167 •: £
<br />24 CAGE GALVANIZED STEEL STORM PANEL P0.4.N tln
<br />1, INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN
<br />PRESSURE RATINGS (P.i.i) AND PANEL LENGTHS AS
<br />FT
<br />PER ELEVATION ON SHEET 12.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />_
<br />*
<br />- #' *
<br />= STATE 0 -
<br />•CL
<br />9'•
<br />I L E C O GLOBAL
<br />INC.
<br />i
<br />V/fi/1W0
<br />PROTECTION PRODUCTS LLC.
<br />N oME
<br />44M SW. NA6¢T
<br />MEMBERS TO BE SOUTHERN PINE
<br />No 2. W/ SPECIFIC
<br />0,4: RpRlo .• >
<br />•,
<br />R x�. tr s a'ww IARAE w a1w
<br />+i"E• ^• wu 20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />SI ••
<br />!
<br />4n-1w N.1a m-1m INIaNNc
<br />�fA- N
<br />l'Mlw-7s+n. FAK (MFNN6-ein
<br />ia�O. 11�14. WM "Mom IN;
<br />P TIR/MTE
<br />I ,
<br />RAtTp A t%LR r_ P2- ,U
<br />rr- F 71WE'T t1 a SO
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ,p,,¢i AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL CI) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />HONE A.S.D.
<br />PRESSURE
<br />RATING
<br />W10LUY
<br />ANCHORS
<br />SPACING
<br />FOR
<br />w EA.
<br />PER SCHEDULE
<br />RETAIN
<br />APt�ICABI[
<br />rot
<br />7HEA
<br />MAKeAM
<br />PARIS.
<br />LENor NGTH
<br />(n,)
<br />MAX A.S.D
<br />Des"TE
<br />PRESSURE
<br />PATM
<br />(Rtl.}
<br />" NY
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MN EA.
<br />PER SC
<br />EDU E
<br />BELOW
<br />APPLICABLE
<br />mt
<br />NABXNN,AA
<br />LENGTH
<br />(M1)
<br />TAPCON
<br />SOUR
<br />-SET
<br />PAEDESIGNlaM
<br />FEMALE
<br />to
<br />PA
<br />PLUS(P.R.F)
<br />301
<br />zow-HALM
<br />CN/L-IN
<br />TAPCON
<br />SOUO-SET
<br />2NMC-W"
<br />CAUL-M
<br />W
<br />it'
<br />W
<br />13,
<br />13•
<br />W
<br />tr
<br />1J•
<br />W
<br />13'
<br />,r
<br />W
<br />tr
<br />12'
<br />m
<br />W
<br />Wci
<br />W
<br />m
<br />m
<br />W
<br />+
<br />> ft -46
<br />ro
<br />♦7S. _A
<br />Ir
<br />13•
<br />to"
<br />1
<br />Son
<br />LESS
<br />+77�-7N
<br />alvi ine
<br />,r
<br />51
<br />13•
<br />to ,
<br />13'
<br />8 to
<br />13'
<br />?4
<br />7 1/2•
<br />5 In'
<br />it
<br />4 1Ir
<br />1 )
<br />OR
<br />LESS
<br />is,
<br />It'
<br />13'
<br />13•
<br />Ir
<br />1]•
<br />,3'
<br />13•
<br />IS-
<br />12•
<br />IS-
<br />TO-
<br />t (BOTTOM)
<br />13•
<br />6 1/2'
<br />13'
<br />13•
<br />13'
<br />9•
<br />13'
<br />1.
<br />to'
<br />7 1/2"
<br />Ir
<br />6•
<br />1 (9UTT010
<br />Ir
<br />it'
<br />13•
<br />IS,
<br />IF
<br />13'
<br />IY
<br />tr
<br />IS.
<br />,Y
<br />IS'
<br />to'
<br />MP)
<br />13'
<br />S•
<br />Ir
<br />10 In
<br />13'
<br />6 1/2•
<br />13"
<br />6 1/Y
<br />1 1/2.
<br />5 1/2`
<br />13•
<br />4 1/2'
<br />2 (TOP)
<br />tr
<br />„•
<br />13•
<br />13•
<br />,r
<br />13-
<br />13,
<br />1r
<br />13•
<br />it
<br />IT
<br />to-
<br />2 (_ki
<br />13•
<br />r
<br />IS,
<br />13'
<br />,r
<br />9 in'
<br />lr
<br />9 11r
<br />to 1/2.
<br />7 ,/Y
<br />it
<br />a in•
<br />2 OOT1O)
<br />t '
<br />11•
<br />1Y
<br />13'
<br />13'
<br />, r
<br />t '
<br />J
<br />, Y
<br />t3•
<br />it'
<br />,J•
<br />10'
<br />S Crop)
<br />T
<br />t'
<br />1•
<br />t'
<br />t
<br />9 Y
<br />i'
<br />9 1 2'
<br />1 ,
<br />a 2
<br />7 1 •
<br />]
<br />U'
<br />6'
<br />3 (FOP)
<br />-
<br />-
<br />12 I/Y14
<br />,/2
<br />6 Ile
<br />6 IJI.
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />6 I/r
<br />1 1/4'
<br />3 (9OrlOW
<br />-
<br />-
<br />2 1n
<br />2 I/2
<br />6 IJa•
<br />9 1/4'
<br />2 1/2.
<br />6 i/4'
<br />-
<br />-
<br />0 1/4'
<br />6 Iµ•
<br />3 (BOTTOM)
<br />13'
<br />M .. .
<br />r
<br />N
<br />1 a
<br />p�..._a'
<br />13`
<br />__
<br />; =
<br />s
<br />fr
<br />it
<br />,l•
<br />_
<br />s•
<br />IS"
<br />7•
<br />!'_
<br />,!'
<br />13-
<br />S.
<br />-
<br />111
<br />a
<br />e`
<br />13'
<br />1/2'
<br />-
<br />to,
<br />a (TOP}
<br />4 (BOTTOM)
<br />9 (TOP}
<br />S (em7 j
<br />7'
<br />r
<br />r
<br />5 to
<br />7'
<br />! 1/2
<br />r
<br />4
<br />♦ Tn'
<br />3
<br />6 ,n
<br />2 t/Y
<br />4 (TOP)
<br />°•-
<br />_I S•
<br />IF
<br />_
<br />-
<br />/ t/2•
<br />6 t/Y
<br />tY
<br />-
<br />e'
<br />-
<br />e'
<br />-
<br />5 !/Y
<br />-
<br />- r
<br />-
<br />4 (°OFTOM)
<br />_
<br />,3"
<br />_
<br />,r
<br />9'
<br />_
<br />13'
<br />--
<br />9'
<br />_To'
<br />7 1/2'
<br />iJ'
<br />s
<br />„
<br />r
<br />1 r
<br />/)•
<br />I3'
<br />t
<br />9 2
<br />!
<br />tY_
<br />1 '
<br />9 4
<br />/
<br />O i n
<br />7 1 -
<br />n
<br />t 3'
<br />6'
<br />paTtGM)
<br />S_
<br />13'
<br />11
<br />_
<br />IY
<br />13
<br />13'
<br />tr
<br />_r
<br />13'
<br />7r
<br />tr
<br />,x'
<br />13'
<br />to-
<br />_ON
<br />a GDP)
<br />Ir
<br />5•
<br />Ir
<br />t6 in
<br />,r
<br />6 In•
<br />13•
<br />6.1/2•
<br />7 ,n•
<br />5 1/2'
<br />ta-
<br />a 1/$'
<br />6 (TIN) _
<br />6 ,/4•
<br />6 IJe
<br />_ir
<br />8 1/0
<br />6 IJa•
<br />-
<br />-
<br />-
<br />-
<br />5 IJ4•
<br />6 IJe
<br />6 (eDT!•)
<br />-
<br />-
<br />6 t/f•
<br />0 IJI'
<br />6 Ile
<br />6 Ile
<br />6 1/4'
<br />6 , 4'
<br />-
<br />-
<br />i 1/4'
<br />6 1/4•
<br />a (°OTT.••)
<br />Ir
<br />7 1/1
<br />,r
<br />13•
<br />13"
<br />17
<br />Ir
<br />to'
<br />t1"
<br />6'
<br />Ir
<br />I/2'
<br />1 (TOP)
<br />Mp
<br />+-0•
<br />Ir
<br />s•
<br />Ir
<br />to 1 n'
<br />1r
<br />6 i
<br />t]•
<br />6 , 2'
<br />7 /n•,
<br />s 1
<br />tr
<br />41
<br />+ Crop
<br />TO°•
<br />r-a-
<br />IS'
<br />1 1/2'
<br />13'
<br />13'
<br />13•
<br />10 1n
<br />tr
<br />10 112
<br />11 1/2'
<br />a-
<br />13'
<br />r
<br />I (BOTTOM)
<br />_
<br />Ir
<br />6 11r
<br />I
<br />,Y
<br />I
<br />'•
<br />13•
<br />9•
<br />to*-
<br />7 In•
<br />13•
<br />1•
<br />1 (B=OLO
<br />IS-
<br />7 1/2•
<br />1r
<br />,J'
<br />13-
<br />IV
<br />'Y
<br />,G
<br />it'
<br />IY
<br />13'
<br />5 1/2'
<br />2 001
<br />,r
<br />5•
<br />1r
<br />10 1/2
<br />1Y
<br />6 1/2•
<br />13'
<br />6 1/2•
<br />7 1/2•
<br />5 1/2•
<br />,r
<br />4 I/Y
<br />2 (TOP)
<br />13•
<br />7 1/2-
<br />13•
<br />Ir
<br />IF
<br />10 In
<br />Ir
<br />10 112
<br />"1 1/2'
<br />it.
<br />13•
<br />r
<br />2 (BOTTOM)
<br />13•
<br />Y
<br />1r
<br />13•
<br />IF
<br />9 1/2'
<br />tr
<br />9 1/Y
<br />0 1/2'
<br />7 1/2-
<br />13•
<br />6 T/2•
<br />2 (BOTTOM)
<br />13•
<br />7 1/2•
<br />/T
<br />il•
<br />IF
<br />t0 1/2
<br />13'
<br />10 1/2
<br />11 1/2•
<br />a'
<br />IF
<br />7-
<br />3 (HOP)
<br />,T
<br />T
<br />Ir
<br />13•
<br />13"
<br />9 11r
<br />13'
<br />9 ,/2•
<br />to In
<br />7 11r
<br />it
<br />, a-
<br />] (TOP)
<br />--
<br />12 1/T
<br />12 ,/2
<br />6 +/4'
<br />8 t/•'
<br />2 1/2
<br />6 1/4•
<br />-
<br />-
<br />6 1/4'
<br />6 I/4'
<br />3 {BOTOM)
<br />-
<br />2 1/2't2
<br />i/2
<br />8 IJ4•
<br />b //4'
<br />2 1/Y
<br />6 ,/a'
<br />-
<br />-
<br />6 ,/4'
<br />8 IJa•
<br />3 (BOTTOM)
<br />7 1/2'
<br />3 1/2'
<br />B'
<br />C
<br />7 1/2'
<br />4•
<br />a•
<br />4 1/2•
<br />5'
<br />3 t/2-
<br />Y
<br />3'
<br />4 (TOP)
<br />_ 7'
<br />I r
<br />a•
<br />s I/x-
<br />r
<br />3 ln'
<br />8•
<br />4'
<br />a 1/2'
<br />r
<br />b 1j2'
<br />1 I/2'
<br />4 (Tot)
<br />-6'
<br />-
<br />1•
<br />-
<br />r
<br />-
<br />e'
<br />-
<br />8•
<br />-
<br />8"
<br />-
<br />♦ Marr 0
<br />r
<br />-
<br />5 1/2•III-,
<br />8'
<br />-
<br />_ 6•
<br />-
<br />5 ,n•
<br />-
<br />r
<br />-
<br />(earroM)
<br />7 ,/x'
<br />13•
<br />1r
<br />u-
<br />to In
<br />1r
<br />ton
<br />n -,/x
<br />s•
<br />,r
<br />r
<br />s (Taps
<br />IS*
<br />6 ,/2•
<br />,J-tt
<br />9•
<br />u•
<br />'•
<br />to•
<br />7 ,n'
<br />tr
<br />a•
<br />OOP)
<br />q'
<br />7 ,/1'
<br />,�--
<br />U'
<br />IY
<br />is 1/2
<br />tJ'
<br />,0 ,n
<br />, ,/1•
<br />e'
<br />_
<br />Ir
<br />7`
<br />(ACTION)
<br />IF
<br />7•
<br />I3•
<br />IS'
<br />92
<br />11 1/
<br />r
<br />it
<br />r
<br />a (MOP)
<br />t3'
<br />S'
<br />,]-fa'
<br />6 IJI•
<br />1J'
<br />6 T/2'
<br />9 In'
<br />S ,/4'6
<br />Ile
<br />6 Ile
<br />6 Ile
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />a 1/4•
<br />8 (BOTT.r
<br />,RE qw it ran ANCHORS TYPE & 4•.ONO Fall *$TMtA1N% WO ,WOO PRM6 IIRd1109
<br />• 11MIMA ANCHOR SPACING A/O EWWUN [i Dg7MM ME M=Ub ON THIS SOCIRAL FOR CD
<br />LESS THAN NON'A,ED oN 3041KRE AM= ARDOR SPACMG W 6RLTlL1+NG WN XS WORN O.
<br />SOC UJi W TW pvLLm O Twines. EON It49 OPORO K W 9E poloo . RMIXID SPACM
<br />o9ti U fta FAOaf SILL War N U55 TWA HMMUM VADIN AI RAEU FOR EACH ARDOR TYPE
<br />1M Two SCHEDULE
<br />I/e.
<br />V41_
<br />IJ•1
<br />1/4•.
<br />AN411011 TIRE
<br />MM I
<br />Sul -for
<br />I
<br />LANC-+RRM
<br />of
<br />WOMAN ANCHOR WVCMO Di
<br />3
<br />3
<br />3
<br />3
<br />1 Ir
<br />a ,/1
<br />MNW^ M m" O+J
<br />3
<br />3 +jY
<br />1 r
<br />a
<br />3 ,y'
<br />3_
<br />ONTARIO"4 liO16H•
<br />]
<br />a 1/1'
<br />1 3'/r
<br />S 1/1
<br />31/r
<br />ACR99. M 6NVM
<br />FACTOR
<br />..�
<br />-
<br />3•
<br />O m
<br />O n
<br />-
<br />'-00
<br />OAS
<br />31/31
<br />•• SPACINGS ONLY VALID WHEN SPACER 6 USm. SEE TfiBt.E 1 FOR MAX A.S.0.
<br />DESIGN LOADS &HMG(. PANEL WHEN SPAM W IS USED.
<br />IM9Ld1
<br />A
<br />AS.D. DESIGN LOAD
<br />MAX" PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />ii
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 80 PSF
<br />W-10-
<br />A MAX. PANEL LENGTHS ARE Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/1" SPACER AT 12 1/2- O.C.
<br />FLORIDA BUILDING CODE (Nor
<br />a�
<br />a_
<br />N
<br />O�
<br />'a
<br />N
<br />Q
<br />oO
<br />O
<br />c
<br />CD
<br />ca
<br />U
<br />-v
<br />.4Z
<br />0-
<br />N
<br />CD
<br />O
<br />_
<br />0^1
<br />O
<br />O
<br />ca-
<br />O
<br />W
<br />/•per�,p.�
<br />`V
<br />O
<br />0
<br />�
<br />B.F.
<br />CIO
<br />M
<br />"�
<br />O�9Cl
<br />Q�
<br />O
<br />L
<br />i
<br />-0
<br />CD-
<br />Q
<br />Q
<br />z
<br />z
<br />W
<br />J
<br />1/4'i TAPCON.__ _. _ -
<br />INTO
<br />POIRD 1/4.0 1MCON
<br />�
<br />INSTALLATION DETAILS
<br />POURED CONCRETE OR
<br />pEXfT5T1P10 POURED
<br />-�WNCRflE
<br />FOR LIFE SAFETY PANEL C1
<br />CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCON.. _ [teT91D POUTED
<br />1/4-0 TAPCON _ _
<br />POURED
<br />ANCHOR O 9- O.C.
<br />i
<br />OR ANCtIDR
<br />CONCRETE BLOCK
<br />O 9. OC
<br />i
<br />OR
<br />CONCRETE BLOCK
<br />ANCHOR O 11 O.0 CONCRiFE OR
<br />i CONCRETE BLOCK
<br />/•
<br />ANCHOR O 9 of
<br />r �.
<br />OR
<br />CONCRETE BLOCK
<br />REOUIREO.
<br />f .
<br />REOUtRED.
<br />REOWRD.
<br />-,_
<br />REIXIRfD.
<br />^�
<br />1
<br />O
<br />1
<br />, 4
<br />I �, 1/2' Ile
<br />(
<br />1/2" Ile
<br />N
<br />-�
<br />d?AW. _.. _.__._
<br />l! .LARK. ____ -
<br />/',
<br />�-.__-.. _.
<br />ED• � �:
<br />1 '
<br />EO• �'
<br />I
<br />EO• /I I
<br />E.00
<br />,
<br />n
<br />a
<br />1
<br />�
<br />ry
<br />I
<br />p I. AM.
<br />I
<br />I
<br />p
<br />N W.
<br />I
<br />I
<br />• V!
<br />CV t
<br />p
<br />E%IS TIS JI
<br />iif ._ 1/A13M,• EKISTFjG.R°TD
<br />-1 nPM OAss
<br />D1A55.
<br />6
<br />,/.'►-San•
<br />-r �- -- u eats W
<br />�, I _-.. ��Y-]0,•
<br />ETDSTOMG-11 Y - fs aCA Ny®
<br />o 0. aqE.► _
<br />E%6i,� T-
<br />() CLASiE
<br />OASS u ♦
<br />--
<br />,/11-10,•
<br />_ •#- ., . ..T.f. 6nn W
<br />--
<br />En
<br />Q
<br />d N EU
<br />i
<br />MASS a 1 I A A
<br />a 1 MTaR1 aLOU r�l
<br />e ♦ -_
<br />tl
<br />,_�/ t- P
<br />,. ,
<br />I
<br />Cl/USS 6 - t- I NW FM RAB
<br />tl _ 1 MORON oO r-67
<br />n 'l'
<br />F r
<br />N
<br />Y
<br />N
<br />P; O.. A u
<br />L
<br />I
<br />1 } 'L'
<br />3
<br />G7
<br />d fy
<br />(J7
<br />PANEL LENGTH
<br />1•
<br />- - 6• PAWL LENGTH
<br />I}j
<br />, A 1
<br />0 �% Y i. PEES
<br />AI/VL
<br />�TIOM '
<br />MAX.
<br />:: ; - B- PANEL LENGTH
<br />61
<br />Q
<br />V • 3
<br />•. A
<br />° r
<br />.. - (SEE ELEVATION
<br />- 1
<br />N
<br />1 (SEE ELE1D•TON
<br />_..._____ ,f. .__T. _.. ( ELEVA
<br />I
<br />p
<br />1 (SEE ELEVATOR
<br />A-
<br />1' Yfn.
<br />ON SHEET 12)
<br />d
<br />_I _ I ON SHEET 12)
<br />I 1' MM. 1 ON SHEET 12) 4
<br />11
<br />1 ON SFWFT 12)
<br />d y
<br />Q-SEPARATION
<br />I
<br />h
<br />f- j
<br />ARAtX>rl 1
<br />.� E.7 CD
<br />d TO WA45
<br />1 f
<br />N -
<br />-... - L_ ._]] -.
<br />p TO CLASS. 1
<br />W.- -
<br />_-_--�_ /
<br />C
<br />f rr r
<br />1 Ln
<br />lry i/ ..;r
<br />I
<br />I
<br />f r l- I .I� I✓2
<br />1
<br />kin CL
<br />/
<br />/
<br />N
<br />Cc CD
<br />Cj
<br />E.D:0
<br />D. 1 1
<br />D
<br />1
<br />:.
<br />y.. ,
<br />,d
<br />I ! q ,T 9C
<br />` 1
<br />f r
<br />- 1
<br />a.-
<br />:. r'•
<br />! a
<br />"•'
<br />(
<br />EDF
<br />1
<br />EDI
<br />I 1
<br />fdn M
<br />�
<br />_�i�nDr Lqo M5
<br />Tan W
<br />'
<br />12
<br />01.
<br />I/PP TAP ON�
<br />i/4.0 TAKON�
<br />_.-I/el TAPCON
<br />,1/4'P TAPCON
<br />ANCHOR O 9' O.
<br />ANCHOR O 9. O.C.
<br />ACiOIt O 1' OA
<br />ANCHOR O 9. O.C.
<br />EXWMG POURED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />E7a5TING POURED CONCRETE OR
<br />ECSnNG POURED CONCRETE OR
<br />CONCRETE BLOCK REONREDL
<br />0 �ELS
<br />_
<br />(� ETE BLOCK REOURM.
<br />ft 6iEE�NEL
<br />�CT1ON -CONCRETE BLOCK REOUMED.
<br />O NREGULAR LS
<br />.__CONCRETE BLOCK REOURfD.
<br />WEL
<br />WALL MOUNTINGS
<br />SCALE 3/e.,•
<br />i�ALL MOUNTINGS
<br />...NH1NHgNFRNF.._ SCALE 3/p.t•
<br />PLATE IRODA
<br />REGLNRED
<br />SEE SAM to ! 16 PDR ANCHORS
<br />AIICM TM
<br />..1 fa-W_
<br />TYPE A ShNi FOR OWNUATON6 si
<br />goam
<br />WIND FIRE ILNOaIM.
<br />Wavi ANCHOR swou S AND Mb1YW
<br />IMUAIM no" aPANq (1.J
<br />3
<br />• NM �OWNHWM tln3
<br />AaRANCp•.) aM"Y WwMI 00
<br />3
<br />a
<br />EDGE DWARCE ARE OC CATM ON THIN
<br />304MULL FOR E.O. LEST TV" POICATTD
<br />ESPACING
<br />ON scmwu REDUCE AMOCR SPACINGWY
<br />ANA m
<br />rACM
<br />TAAIMLIOO SPADING SHOM aN
<br />SCHEDULE Wt THE FOLtOAMC FACMK
<br />POR INS aPERATON W K FOBWtL
<br />ACTOR SMALL Nor K U96 THIN
<br />-
<br />-
<br />MOOMUM SPACM9 OCCATED Hal EACH
<br />AMOCO TYPE ON INS SCHEDULE-
<br />S*.
<br />_.___ - -. _..
<br />QUA-
<br />31 •
<br />-
<br />� aE
<br />4.0 TAPCON
<br />CHM O 9. a.,-
<br />4)
<br />1/4•
<br />NMit-
<br />•1
<br />KOLn__M�
<br />1�)11OM oa r�
<br />1• MAX.
<br />! PANEL LENGTH
<br />(SEE BATON O12)
<br />U
<br />.0
<br />Ln
<br />aVt41m
<br />,f4Y PANEIMATE PLUS
<br />"ANCHOR O 12 In• D.0
<br />SCALE 3/st-
<br />lsIQ�S:
<br />i. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.C.
<br />DESIGN PRESSURE RATINGS (Iii AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 1L
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />FLORIDA BUILDING CODE (Non Woh Wledfv Hurricane
<br />TAPCON
<br />R O(r ox.
<br />I
<br />I
<br />I
<br />,
<br />j1/�•Y-Fat'
<br />f8 R0.A
<br />P54
<br />p
<br />1
<br />1
<br />6
<br />I
<br />A i MAX
<br />- -- n
<br />PANEL LENGTH
<br />+• (SEE ELWON
<br />ON SHEET 12)
<br />° /
<br />I
<br />%1
<br />N---SEPARAT,ON -
<br />�/
<br />O CLASS.
<br />;
<br />77jN
<br />e,
<br />l
<br />0
<br />,
<br />I
<br />2'.4• WOOL) • - 1
<br />PLATE
<br />IEOIWtED 1/4•0
<br />PAINEIAUTE PLUS
<br />ANCHOR O 12 1 n' O.0
<br />A -
<br />LU
<br />Q
<br />Z
<br />Z
<br />Q
<br />,J
<br />CL
<br />SHEET NO.
<br />SH 1.4
<br />
|