|
EIS CLOSURES DETAILS FOR INUALW10 IN POURED CONCRETE,
<br />CONCRETE WOOD STRUCTI,�R Ste", VALID FOR LIFE
<br />BLOC OR REGULAR.
<br />SAFETY &c E-Z HANG STORM PANEL I SYSTEMS
<br />1
<br />1 1
<br />©' OR �TE . ;093"
<br />VALES 1 1 {P "". „ m FRAME Y .
<br />1 8063-T6 +u.LOY4 . N.Ou�
<br />7 OW AU
<br />s Mx -� 4 do a CONT 1
<br />1 ANaE 10 1�4'C! 1 3/4"
<br />2 1/2" TAPWN � f2 O.G
<br />POUREO CDnGETE CWKREtE, 11Q s Lan. 1'
<br />RIOU W Yx4' N@00 FPAWE CONCiE 1 1 ANCH x i S/4' TAPCON 31
<br />REgAIED ANQHOR • tY O.t:: 2 T/T' (1�1.-.\
<br />V.4 WOW FRAME 1 OR4
<br />1
<br />CUT PANEL 1 t 4.4 • i 3J4' \
<br />AILti3OR
<br />Min : TONATE IEO LOCATM
<br />,. jj • 1Y.O.C. VA IES 1 2' A 2' x A55' 70_
<br />i Y
<br />♦.J r { S lW: 91< L Si3. t4¢¢x,, ALIAA. K19tE OR
<br />ART' 3105-KI54 SH POURED 00N01f1E, OONCRm___t.
<br />,...i
<br />Y X 4' X,1 1• (• i-{ �7.��) .. • I.._[1NC7( WAL KW. REM HATE S Y44• WOOD TRADE
<br />-l`1 fl
<br />661i3-16 AU.VY � 2 _:`- 2• .J -
<br />/4.
<br />Mi
<br />COOT. PLtN4 AtiaE 1
<br />Max GOP
<br />1/4'AWjL 4". V x AW
<br />e TY O.C. 3105-H14 Oft 0063-76 ALLOY
<br />w! YCNN T C4eS A4.n- ANGLE
<br />CASE A (PLAN) CASE B (PLAN) CASE, C, (PLAN) CASE 0 ,(PLAN)
<br />..SCALE
<br />SCALE 1/4'-1" 1/4*.1• Stu 1/e-l- SCALE 1/4'.1"
<br />SOX -SET OR r"-M
<br />OR ELLOO PANUMATE
<br />'O 1 POURED P STM TSM AT /FEIAIE IB AND
<br />I.SX POURED �; --2—fl �® ti7 •V DR OR V. E at11Of � TOP. RO710M OR / IMNDAN7E PLUS (SEE
<br />RLAP BEYOND 2 FAME VARIES ; 1 ® ® OR 2•s4' 9R1� SINES OF UPETNIC j to k ULE11) ON StiETS 0.
<br />S, Wt FR41E fiEOISRFD AS MClRYB1E i 10 & Ii)
<br />PANEL fbNCRLTE
<br />Opp CO1CREtE
<br />0R 2'[4' 6000 FRNIE 1
<br />RMUMM 3/4' MOx..
<br />ORk
<br />1 VARIES / V .(t "' "' .REM w ANCIggEO FRONT k
<br />AFAF. (NET PARALLEL 7O
<br />I 00F5
<br />r M.L Witt. CM END PAF4T:)
<br />X . B.O.'DISTANCE r-(-r "• j�.TJNCR
<br />I CM+J
<br />OO s r 7m NT44i""„a CASE G (PLAN)
<br />SCALE 1/4"-1-
<br />toot � YAW FOR DIRECT MOUNT INSTALLATION ONLY &
<br />Ni�.a eiF
<br />aPa 4tCEA( :✓
<br />CERTIFIED PANEL INSTALLAPON AT WALLS W/
<br />}W' N0. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />W: FLORIDA BUILDING CODE .Non Wall Velocifty Hu cons Zone
<br />OF a zm6 OEW Eta
<br />CASE E (PLANS CASE F (PLAN) tt
<br />24 DACE GALVANIZED STEEL STORM PANEL GIMtiA 9r
<br />SCALE i/4 -t' SCALE 1/a"=t ''.OeF :FL0R10P
<br />'
<br />AANrrUN IL E C O LE6t. GLOBAL PROTECTM PRODUCTS, I.I.C.
<br />H1bM1/f' %'Sd":�! TAUT 7Ef7ND & 4W0 Sw. 51 SIMON
<br />MALEFL =14
<br />44
<br />20-175a;ZrA 4mt«
<br />«w r+..L -F,HOIIf (654}NO-TRa, aVt: (F64�OP-62W
<br />P.L CA-D006719 �• r 0,w ,Prr. 0NN0A`. Nr
<br />wRLTER A i31n 4..; L 17. r SIMET 6. ,w 16
<br />MAXIMUM A.S.Q. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL c i INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL @INSTALLATIONS AS PER ALTERNATIVES IW THRU 4W ON SHEETS 6 & 7)
<br />MAX. A.S.O.
<br />DESIGN
<br />PTH
<br />AT
<br />MAXIMUM ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 At 7
<br />APPLICABLE
<br />TO
<br />a ANT
<br />OF THEM
<br />AUM
<br />MPANEL
<br />LEIV
<br />(fL)
<br />TAPCON
<br />LAD SCREW
<br />PANELMATE
<br />FEMME m
<br />PANELMATE
<br />PLUS
<br />VIODD BUStNM
<br />13'
<br />13'
<br />13'
<br />13•
<br />13•
<br />iw crop)
<br />13"
<br />Ir
<br />13•
<br />13,
<br />tr
<br />IW (BOTTOM)
<br />61/2'
<br />61/Y
<br />6 1/2•
<br />61/V
<br />5 1/2"
<br />FIN (TOP)
<br />-
<br />-
<br />6 1/4-
<br />12 IJ2`
<br />6. 1/4'
<br />2WCBOT.•)
<br />S'WO'
<br />8'
<br />a"
<br />r
<br />8"
<br />-
<br />sw (TOP)
<br />LESS
<br />9"
<br />E'
<br />6"
<br />a'
<br />3W MOTW
<br />13,
<br />13,
<br />Ir
<br />/r
<br />13"
<br />4W (TOP)
<br />4 45
<br />OR
<br />OR
<br />LESS
<br />13'
<br />Is.
<br />13•
<br />13,
<br />13"
<br />4W (80170111)
<br />13'
<br />1r
<br />13'
<br />13'
<br />8 1/2"
<br />w (TOP)
<br />13'
<br />13•
<br />IV
<br />13,
<br />r
<br />IN (BORON)
<br />6 I/2•
<br />6I/Y
<br />6 IJ2•
<br />61/r
<br />6 1/Y
<br />CW)
<br />-
<br />-
<br />e 1/0
<br />12 1/2• -
<br />6 1/4'
<br />(BMTI)
<br />> �0'
<br />4 I/2•
<br />4'
<br />6. 1/2'
<br />6 i/2'
<br />-
<br />4 I/Y
<br />4 I/2"
<br />1.
<br />7.
<br />3w (BGTTfMt)
<br />iG 1/2'
<br />9. I/Y
<br />IY
<br />1Y
<br />41
<br />w
<br />13'
<br />13'
<br />U'
<br />I3'
<br />B 1/2'
<br />4W (BORON)
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS AN MAX PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />1/4'e I,
<br />ANCHOR
<br />ni
<br />1/40 PANELAAIE
<br />ANCHOR 0 12 I/
<br />MAX. RSA.
<br />DESIGN.
<br />RASE
<br />(p,s,i.}
<br />MA70MUM ANCHORS SPACING FOR E.D.. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />ANY
<br />OF THEY
<br />PANEL.
<br />(tt)
<br />TAPCON
<br />LAG SCION
<br />�E ro
<br />P ATE
<br />OD WOM)WH
<br />Ir
<br />lr
<br />13'
<br />13•
<br />is-
<br />Iw Fw-
<br />13,
<br />tr
<br />1r
<br />Ir
<br />8'
<br />is (BOTTOM)
<br />6 1/2,
<br />$ 1/2"
<br />a 1/Y
<br />8-1/2•
<br />6 1/2'
<br />2W (fop)
<br />6 1/4"
<br />12 1/2•
<br />6 1/4•
<br />2W (001T*)
<br />S'W-0'
<br />7'
<br />7 1Jz'
<br />a'
<br />6"
<br />(TOPj
<br />LESS
<br />�71/2"
<br />8"
<br />B"
<br />5`
<br />sw (BOTOM).
<br />1r
<br />13"
<br />13'
<br />1r
<br />13"
<br />4W (100)
<br />ro-45
<br />+75. -73
<br />13,
<br />13"
<br />it
<br />tr
<br />Ir
<br />4W (a0'TTOM)
<br />Ir
<br />it
<br />13•
<br />TV
<br />To'
<br />1w (>op
<br />13`
<br />Tr
<br />tr
<br />13,
<br />6 1/4•
<br />tw (BORON)
<br />6 1/2•
<br />6 i/2•
<br />6 1/2•
<br />8 1/2'
<br />6 1/Y
<br />2W SUP)
<br />-
<br />-
<br />6 1/4"
<br />12 1/2,
<br />5 1/4•
<br />2w (BOTT:)
<br />> , 0'
<br />4 t/T`
<br />S'
<br />7 1/2"
<br />7 1/2•
<br />-
<br />(TOFO
<br />7•._S•
<br />6"
<br />5 1/Y
<br />8"
<br />r
<br />-
<br />3w (BOTTOM)
<br />I3"
<br />Ir
<br />tr
<br />13"
<br />5 i/Y
<br />4w (TOP)
<br />13•
<br />lr
<br />13'
<br />73'
<br />f0•
<br />4W (60110M)
<br />4 SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 4R IS
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />SERIF
<br />it A
<br />A.&D. DESIGN LOAD
<br />PANEL"
<br />LENGITH
<br />40 PSF OR LESS
<br />6'-6`
<br />> 40 PSF TO 50 PSF
<br />W-2"
<br />> 50 PSF TO 60 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONSW/ PANEL MATE EDALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ S S55t1CAi#Tgj2- 1/2" D.C.
<br />a eA iA4w,P -
<br />-C Max.
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />vvat
<br />SEE SEEM 1e & .is FOR A4DM TTPE k SPACING MR
<br />967A ATM INTO WOOD FAME BLILCM.
<br />MON" ANOW SWAB MD NMWW EDGE DISTANCE
<br />AM OIDICAW ON INS SCHEDULE. FOR LD. LESS TWIN
<br />BDKATO ON SM EMM MUM ANOXIA SPACWO BY
<br />MWPLYAD SP 'AYE SHOWN ON SCHEDULE BY THE
<br />FOUV" FACMW FOR TWO OPERATION To BE POSSIBLE.
<br />REDLOCEO SPACING OBTAINED USING FACTOR WOLL NOT BE
<br />LESS 11NN MINIMUM OKMD WNGTED MR EACH ANCHOR
<br />TYPE ON THIS SCHEIKAX
<br />NONM i7AE
<br />IAFWN
<br />WIeMML Amoom SRM2Re Da,}
<br />3
<br />3
<br />�NM,IaMfI1IN ow 0.)
<br />3
<br />3
<br />a11tANf4wW iA srA IINet D.)
<br />3
<br />3 1/2
<br />AmleL ON mm6Q IOW
<br />IN=
<br />,J3•
<br />as
<br />-
<br />_,
<br />2 le-T
<br />a• �.
<br />c35
<br />Im
<br />31.
<br />AN4CIWR (BEYOND)
<br />WALL MOUNTINGS
<br />SCALE 3/a.1-
<br />v MAIL
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SFEET 12)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RMING (p.a.f.) ANQ GQRRESPONDING MAXIMUM ANCHQR SPACING SCHf&ULE
<br />FOR REGULAR STORM PANEL d INSTAUMIONS INTO CONCRETE At: CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL 01 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAT, A.S.D.
<br />DESIGN
<br />PRESSURE
<br />MAXIMUM ANCHORS SPACING FOR MN ED, PER SCI#DU(E BELOW
<br />APP12cAeLE
<br />id
<br />gy
<br />M4XLWUY
<br />PANGT
<br />LENGTH
<br />(t6)
<br />MAX. A.S.D.MAMA
<br />ESStON
<br />PRESS(1RE
<br />peRATIp)
<br />ANCHM SPRING :OR MN E.D. PER SOHEWLE BF3Dw'
<br />- -
<br />P P
<br />ANpAVOE
<br />61 PLL7S
<br />TAPCON SAID -SET ZAMAC-CHINA CALk-AiRATING
<br />APFS1CA9lE
<br />'f0
<br />6:
<br />O
<br />LWOYUM
<br />PAN EL
<br />iENG1N
<br />00
<br />T
<br />TAPCON
<br />SOLID -SET
<br />PANTE
<br />FEMkE
<br />,D
<br />PANELIA
<br />8
<br />7AMAC-NAUN
<br />CALK -IN
<br />70
<br />ToMOW" =Mix
<br />Na
<br />m
<br />m
<br />I
<br />OF THEM
<br />m
<br />Io
<br />ro
<br />m
<br />YE
<br />m
<br />m
<br />+45. -45
<br />13`
<br />1r
<br />1r
<br />tr
<br />tJ-
<br />t3•
<br />1r
<br />13'
<br />13'
<br />13'
<br />fr'
<br />13
<br />�
<br />8,4•
<br />tM
<br />LESS
<br />+45, 45
<br />+W -65
<br />tr
<br />tr
<br />J
<br />r
<br />r
<br />1
<br />3
<br />T
<br />3
<br />1 /2
<br />1 i1DP
<br />W_V
<br />OR
<br />�8
<br />13'
<br />13•
<br />i3"
<br />Ir
<br />Ir
<br />13,
<br />ar
<br />Ir
<br />it
<br />13"
<br />13•
<br />13,
<br />1 (wrmm)
<br />1r I
<br />it
<br />IF
<br />1r
<br />lr
<br />it
<br />lr
<br />it
<br />it
<br />it
<br />13".
<br />1 t7r
<br />i (BOTTOM)
<br />,r
<br />it
<br />Ir
<br />tY
<br />13"
<br />tr
<br />Ir
<br />Ir
<br />is'
<br />it
<br />IY
<br />1r
<br />2 (TOP)
<br />Ir
<br />13'
<br />Ir
<br />1r
<br />Ir
<br />13•
<br />Ir
<br />Ir
<br />tr
<br />1r
<br />Is-
<br />11 I/2
<br />2 (TOP)
<br />13'
<br />tr
<br />/3"
<br />13'
<br />iT
<br />13'
<br />13'
<br />13'
<br />13'
<br />tr
<br />13"
<br />13'
<br />2 �y�..,«�
<br />lw..v".)
<br />Ir
<br />it
<br />1r
<br />13'
<br />tr
<br />i r
<br />tr
<br />T r
<br />1r
<br />1r
<br />i! -
<br />It 1 .2
<br />/
<br />2 90111
<br />( in
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />Is.
<br />1r
<br />Ir
<br />Ir
<br />IT
<br />Ir
<br />Ir
<br />13•
<br />3 ((OP)
<br />tr
<br />i3'
<br />IV
<br />1r
<br />it
<br />13-
<br />tr
<br />13'
<br />Ir
<br />13•
<br />13,
<br />It I/V
<br />3 (TOP)
<br />I/2
<br />6 1/4'
<br />5 1/117
<br />12 1/2'12
<br />1/2
<br />-
<br />-
<br />8 t/4'
<br />6 1/4.
<br />3 (6lRroL0
<br />-
<br />12 1/Y12
<br />1/2
<br />9 I/4'
<br />6 t/4'
<br />12 1/2'T2
<br />Tf2
<br />-
<br />-
<br />0 1/4'
<br />6 1/4.
<br />3.(90170I1)
<br />8"
<br />B'
<br />8•a'
<br />7 1/V
<br />4 (TOP)
<br />W
<br />5 i/2-
<br />a"
<br />W
<br />e
<br />6 1/2'
<br />8•
<br />7 1/2"
<br />6-
<br />6•
<br />8'
<br />5'
<br />4 (TOP)
<br />-
<br />8"
<br />I!
<br />-
<br />a (Bo7FONj
<br />6`
<br />b'
<br />-
<br />B
<br />-
<br />!
<br />-
<br />g•
<br />a•-
<br />4 (BOTTOM)lr
<br />13,
<br />it
<br />it
<br />13,
<br />Ir
<br />13'
<br />13,
<br />Ir
<br />13"
<br />/3'
<br />(LONE
<br />13'
<br />it
<br />13'
<br />13'
<br />Ir
<br />tr
<br />tr
<br />13'
<br />Ir
<br />Ir
<br />it
<br />I1 I/
<br />S(TOP)
<br />it
<br />Ir
<br />it
<br />Ir
<br />13"
<br />13,
<br />Ir
<br />Ir
<br />tr
<br />tr
<br />Ir
<br />5 (BOTTOM)
<br />it
<br />7r
<br />IV
<br />Ir
<br />it
<br />11.13-
<br />13•
<br />it
<br />1r
<br />Ir
<br />11 1/2
<br />5 (aonow)
<br />Ir
<br />Ir
<br />13`
<br />IS"
<br />13"
<br />VI/4-
<br />Ir
<br />13,
<br />13,
<br />Ir
<br />is'
<br />13,
<br />6 (mP)
<br />13`
<br />Ir
<br />Ir
<br />13`
<br />tr
<br />lr
<br />tr
<br />13,
<br />IY
<br />Ir
<br />it
<br />it 1/2
<br />b (TOP)
<br />_
<br />-
<br />6 1/4'
<br />6 1/4"
<br />6 1/4.
<br />-
<br />-
<br />-
<br />-
<br />6 1/4"
<br />6 1/4-
<br />6 mm--
<br />-
<br />-
<br />8 1/C
<br />8 1/4'
<br />6 1/4•
<br />6 Ile
<br />-
<br />-
<br />_ -
<br />-
<br />6 1/4'
<br />6 1/4-
<br />S (801T.-)LEM
<br />13'
<br />S"
<br />tr
<br />t0 IJ2
<br />Ir
<br />Ir
<br />T
<br />7 1/2
<br />5 1/2.
<br />1r
<br />4 1/2'
<br />1 (TOP)
<br />,
<br />> TO
<br />I4'-4'
<br />13'
<br />6'1r
<br />13,
<br />1r
<br />8 1/V
<br />tr
<br />8 1/Y
<br />9 1/2.
<br />6 1/2•
<br />1r
<br />5 I/Y
<br />i )
<br />5 1-11'
<br />TO
<br />Is-
<br />T
<br />Is-
<br />Is-
<br />Is-
<br />Tr
<br />2 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6'
<br />1 (BOTTOM)
<br />13•
<br />7 1/2`
<br />13•
<br />Ir
<br />tr
<br />10'
<br />Ir
<br />IV
<br />it"
<br />jr
<br />Is.
<br />8 I/2•
<br />t (BOTTOM)
<br />Ir
<br />5"
<br />it
<br />110 1/2
<br />13"
<br />7'
<br />it
<br />7'
<br />1 1/2
<br />5 1/2
<br />it
<br />4 1/Y
<br />2 (TOP)
<br />1r
<br />6"
<br />13,
<br />13•
<br />it
<br />a 1/Y
<br />Ir
<br />B 1/2,
<br />6 1/2'
<br />6 1/2'
<br />13'
<br />5 1/2`
<br />2 CHOP)
<br />tr
<br />71
<br />tr
<br />Ir
<br />Ir
<br />$ 1/2
<br />1r
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />IJ-
<br />6 t/2"
<br />2 MORON)
<br />_..
<br />13'
<br />7 I/Y
<br />13"
<br />13'
<br />it
<br />1W
<br />,r
<br />to"
<br />II-
<br />5'
<br />13"
<br />6 1/2'
<br />2 (Bunum)
<br />Ir
<br />7'
<br />IS'
<br />13•
<br />Ir
<br />9 1/2
<br />1r
<br />9 1/2
<br />ID 1/2
<br />7 1/2-
<br />Ir
<br />6 l/2"
<br />3 (TCP)
<br />Ir
<br />-
<br />7 l/Y
<br />-
<br />Ir
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<br />SCHEDULE BY THE F0LLO1 W FACTORS. FOR INS OPERATION 70 BE POSSIBLE. REDUCED SPCWG
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<br />6'-6•
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<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONIX VAUD FOR INSTALLATIONS
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<br />1 R-1AW/15. R-24W/15. R-3AW/16. 9-1RW/15. R-20W/16, R-30W/16
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<br />1
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<br />8 1/4-
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4-
<br />.6 OEM.—)
<br />_
<br />-
<br />6 1/4'
<br />6 1/4`
<br />0 1/4-
<br />8 1/V
<br />6 1/4-
<br />6 1/4•
<br />-
<br />-
<br />.61/4-
<br />8 1/4"
<br />6 (BQTT-).
<br />Ir
<br />7 1/2•
<br />Ir
<br />Ir
<br />Is-
<br />IV
<br />tr
<br />-TV
<br />It-
<br />n'
<br />tr
<br />6 1/2
<br />1 )
<br />TO
<br />8'-8'
<br />1r
<br />S'
<br />Ir
<br />10 1/2
<br />tr
<br />6 IJY
<br />Tr
<br />6 1/2•
<br />7 1/2•
<br />S t/Y
<br />13•
<br />41 2
<br />1 iTOP)
<br />TO
<br />7'-6"
<br />13"
<br />7 1/2'
<br />it
<br />1r -
<br />13"
<br />10 1/Y
<br />Ir
<br />10 I/2
<br />71 1/2•
<br />6'
<br />1r
<br />r
<br />1 (90TTg1)
<br />Ir
<br />6 lJY
<br />Ir
<br />Ir
<br />tr
<br />r
<br />Ir
<br />9'
<br />1G'
<br />7 I1rI
<br />Ir
<br />r
<br />I (BMW
<br />13"
<br />17 1/2'
<br />13'
<br />13•
<br />lr
<br />1 10,
<br />13,
<br />le
<br />it'
<br />e•
<br />Ir
<br />a 1/2'
<br />2 (TOP)
<br />Ir
<br />6`
<br />IW
<br />10 llr
<br />Ir
<br />6. 1/2'
<br />A'
<br />6 1/Y
<br />7 i/2-
<br />5 l/VI
<br />Ir
<br />4 1/2'
<br />2 (TOP)
<br />13'
<br />17 11r
<br />13'
<br />Ir
<br />jr
<br />101/21
<br />Ir
<br />10 1/2.
<br />11/Y
<br />S'
<br />1r
<br />Y
<br />2 (BOTTOM)
<br />Ir
<br />7"
<br />13•
<br />13'
<br />i3•
<br />9 I1r
<br />- tr
<br />9 1/2'
<br />70 1/2'
<br />7 I/z"
<br />Ir
<br />6 1/2'
<br />2 (071100
<br />13'
<br />7 l/Y
<br />13'
<br />1 Ir
<br />Ir
<br />10 1/2'
<br />13•
<br />10 1/2.11
<br />1/2
<br />5"
<br />13".
<br />7-
<br />3 (TOP)
<br />Ir
<br />r
<br />Ir
<br />13•
<br />1r
<br />a yr
<br />TV
<br />9 I/2`
<br />10 1/V
<br />7 I/r
<br />tr
<br />r
<br />3 (T#')
<br />-
<br />12 1/2•
<br />2. 112
<br />6 TJ4"
<br />4 1/4^
<br />12.1/2.
<br />6 1J4`
<br />-
<br />'6 Ilea
<br />1/A'
<br />3 Lamm)
<br />-
<br />tx 1/2'12.
<br />t/2
<br />6 1/4''...
<br />6 1/4"
<br />2 1/2'
<br />6 t/4'
<br />-
<br />-
<br />6 1/4"
<br />6 1/a•
<br />J (OOTID12)
<br />7 1/2-
<br />3 I/Y
<br />8'
<br />8•
<br />7 1/2'
<br />4'
<br />r
<br />A I/Y
<br />B'
<br />3 I/2'
<br />7"
<br />r
<br />4 (TOP)
<br />7-
<br />r
<br />8"
<br />51112,
<br />r
<br />3 l/Y
<br />r
<br />4'
<br />4 T/Y
<br />3'
<br />6 i/2'
<br />2 1/2'
<br />4 (MOP)
<br />r
<br />6-
<br />a'
<br />a•
<br />e'
<br />6'
<br />4 (BO110N)
<br />6 1/2'
<br />6'
<br />6'
<br />5 1/2-
<br />-
<br />7'
<br />-
<br />4 (BOTTOM)
<br />tr
<br />7 t/2'
<br />13
<br />it
<br />1r
<br />f0 1/2
<br />7J'
<br />0 2/2
<br />it 1/2
<br />a.
<br />13"
<br />1r
<br />Ir
<br />9•
<br />13'
<br />is'
<br />7 1/2"
<br />it
<br />Tr
<br />it
<br />10 t/2
<br />13"
<br />10 1/2
<br />t 1/2
<br />6'
<br />13"
<br />7"
<br />5 (801101)
<br />ffil3rg
<br />IV
<br />1!•
<br />13'
<br />9 1/Y
<br />13'
<br />91/2'
<br />10 1/213'
<br />7 l/2'
<br />1r
<br />I$
<br />I3•
<br />10 i/2
<br />tr
<br />1O1J2.
<br />1 1/2
<br />d
<br />13'
<br />T
<br />8 (TOP)
<br />13'
<br />IV
<br />a l/x`
<br />13•6
<br />1/4'
<br />4 1'/4-6
<br />4 4'
<br />6 1/{
<br />-
<br />-
<br />6 1/C
<br />8 1J4
<br />B (BOTH.)
<br />6 1/4'
<br />.8 1/4'
<br />6 1/4•
<br />B
<br />.SEE WRkT II FOR AMMO ME & SPA0011) FON INSAALt MINI INTO AOO6 PRIME SUIUMM.
<br />e MMIMUM ANCHOR SPACINGS NA 31WMUM EWE MM42 ARE ND1CM ON TNB SOCOULL FOR M
<br />1L44 TOM IIpkAED ON SO UoULr NF AtfaicR SPACHO BY MOLTPUlft 1MCNI0 9MOMN ON
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<br />3
<br />3
<br />3
<br />3
<br />2 1/2•
<br />2 ,/2
<br />(M)
<br />3-
<br />3 t/2•
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<br />a
<br />3 IRA'
<br />3
<br />ea1A110E9.6.1 K0'Ji.,
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<br />`* SPACINGS ONLY VAI MAX. A.S.D.D7
<br />N LOADS & MASAWSPAE 5
<br />TARE
<br />At A
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<br />PANEL
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<br />•'-a'
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<br />W-2-
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<br />W-10"
<br />A INN(. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS- & W/SPACER. AT 12 1/2" O.C.
<br />INSI LAT19N DETAILS FOR LIFE SAFETY PANEL D
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCON _ AEG PWREO 1/4Y NG POURED 1/4•0 TAPCOH POURED 1/4"e TAP(
<br />ANCHOR O 8'-O.C, OR AHC7HOR @ $` 4.C. NCRETE OR ANCHOR @ 9' D.C. OR ANCHOR @
<br />CONCRETE BLOCK CONCRETE $LOCK CONCRETE BLOCK
<br />REQUIRED,. REQUIRED. ! REWIRED.
<br />,PANEL LENS
<br />-.. j (SEE ELEVATI
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<br />D GGLL/SSSS. i
<br />V1110MM i I L/2
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<br />V MAX.
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />,,,,• }'._1/4'e TAPCON '-
<br />ANCHOR @ 8" Q,C.
<br />.."{ JL /4,6 TAPCON -'
<br />ANCHOR 09.D.C.
<br />E%ISTRNG PAiR4E0 CONCRETE OR
<br />1S741tG POinREO CONCRETE CA
<br />BLOCK REQUIRES.
<br />SECTION R-1A
<br />0 REGULAR PANELS
<br />CONCRETE 9LDCHE RECUIRED.
<br />O klf]`, A}'jEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />SEE SHEETS 75 & 76 FOR ANCHORS
<br />MAN= 7W4
<br />1/44..
<br />TYPE & SPACING FOR WSIM.Lk Xf! S OM
<br />TAPOCN
<br />WOW} FIVAK OL4LMCS.
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<br />LeAHAAN. NYCMOR STRONG Wr
<br />s
<br />4.wIN„M, IO.x.M4 D«}
<br />3
<br />EDGE DISTANCE ARE IPNX ICKIED ON THIS
<br />SCHEDULE. FOR ED, LESS THAN INDICATED
<br />ON SCHEDULE REt10CE MOM SPACING
<br />asrANCAP-..t H &aN, W4
<br />3
<br />DONE D01E Down iw
<br />IN=
<br />By MULTIPLYING SPACING SHOWN ON
<br />SCHEDULE BY THE FiN3011016 Fes.
<br />fOR THIS OPEPAYM TO SE POSSIBLE.
<br />, I/Y
<br />REDUCED SPACING ofrrNm U$M0
<br />SHALL NOT K LASS THAN
<br />_
<br />2 1/2'
<br />"1TAM
<br />_
<br />0.90
<br />RIMIRM SPAC04 R✓DAAIfi7 I'm EACH
<br />ANCHOR TYPE ON THIS SCHEDULE
<br />_---
<br />a
<br />-
<br />I
<br />I
<br />i
<br />14wsw1^ d Ex�
<br />T .. _-+Fs ' CLASS
<br />1
<br />1 PARM LENGTH
<br />;(SEE ELEVATION
<br />ON SHEET 12)
<br />TO Ma. 1
<br />ISes2f/4"II
<br />I
<br />TAP.
<br />ANCFIQFR O 9' O.C.
<br />I/4•R
<br />ANCHO
<br />b DUSTING POURED CONCRETE OR
<br />-}-}�IiNG
<br />`CONCREIT BLOCK REQURED..
<br />SECTION J_ 2A
<br />0 REGULAR PANELS O
<br />SECTION R� 2B
<br />LIFT SAFETY PANEL
<br />WALL MOUNTINGS
<br />"10ft, • SCALE 3/8-1-
<br />V MAX
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />1a4
<br />TAPCON
<br />p 09'0.0,
<br />PWREO CONCRETE OR
<br />E7E BLOCK REWIRED,
<br />INTO WOOD STRUCTURES
<br />t
<br />WOOD HE HE
<br />". jt i - HEADER
<br />lr' REQUIRED WRED
<br />/ f 4`e TAPCON 1/4-0 T�H
<br />t
<br />Y 7 1 Jf
<br />1/4"v MAIL
<br />21i t
<br />'
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<br />I
<br />I�..:: AT FA 0 I
<br />A._^ _' N ,N trAt Y-67 EX 55 / 1
<br />_ FM GIAS. ,,a PANEL '
<br />N 1 MAX
<br />BPANEL LENGTH LENGTH
<br />n - 6 (SEE ELEVATION
<br />L 1 (SEE EZOWN R 1 t ON SHEET 12)
<br />ON SHEET 12) p 1 t
<br />4
<br />„+---SkTNARAIXON I N I
<br />TA7.Gl/ASS.
<br />II ! 1 ill+-SEPAK7i0Nm
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<br />171
<br />E0. h 1 • it ur at Ea. i
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<br />jiVE R-3AW r
<br />9 REGULAR PANELS O LI E SA TY PANEL
<br />puuuuNFNrr4.
<br />W" h=NTINGS fyR A; TIC[/j✓ , SCALE 3/8-1-
<br />0. 44167 x FLORIDA BUILDING CODE Non High Valoefty Hurrlcon6 Zone
<br />*?ow
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. s o : STATE OF i�0 atEW. 24 GAGE GALYANLZEO STEEL STORM PANEL , W.
<br />DESIGN PRESSURE RATINGS (ps.f) AND PANEL 12 ox. FCOR DECO Lmc. GLOBAL PROTECTION PRODUCTS, E.I.C. 07/17�01e
<br />LENGTHS AS PER ELEVATION ON SHEET 12.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD y'h S/ONA4 /74,D TAmY 7[zin"a & eN4MEe®NO OOWAM' OWIL t=5,1 44
<br />"+'+1°R6'47i°-tnA0.e.ya°1"p�Ma°b''4» 20-175
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<br />SHEET NO.
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