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<br />ILA/ MM:L
<br />Y X r X .,3,OR•_,CONS a Al0tlXYt. ALNNA AI,
<br />CAS A (PLAN)
<br />KALE 1/4--I-
<br />END _CLOSURES _DETAILS FOR INSTALLATION
<br />IN POURED CONCRETE.
<br />QNCRET RIPAQ.K_4 09D__5R
<br />?URES: VAUp_EQR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM
<br />PANEL L SYST"MS
<br />E
<br />��`; /7.�y
<br />-' - ; , $. Q
<br />/7��POURED
<br />OR OOI.�T[C aR
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<br />,(l
<br />Fry1W
<br />2• . )• ..ONI' 3105 N aA
<br />ao63-,e ,WLa' corn. ALUM .-.
<br />r ; `tJ
<br />N'ef0ou"Imm
<br />RNWLL MM /{1 . 1 3/{ ; ,
<br />'/••�
<br />lV{
<br />_ I/2• 1
<br />NN
<br />lAltpl • IY O.G. -
<br />POURED CONCRETE, / I
<br />COWEDBLOCK 0i 1 :. L-__...//�� DR®
<br />7'..' wood nUYE
<br />I/.'P a 1 3/.• TAI•CON 2 1
<br />ANCHOR 0 ,l OC JY
<br />`,,, Y:n..-
<br />3
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<br />Ir 1
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<br />r . 5' . �055' CONT.
<br />. .
<br />5. 6Ia 91j A 9, I
<br />NUM L 00,
<br />- -
<br />,�
<br />.. ',-('-�---� (_ rW+C.
<br />]MI INEEI
<br />1Ciw 4uR RFRr -,An _
<br />MORE EDNrAL,E, oo•Icr¢TT
<br />2'M' WOW FINALE
<br />PHEW NrOR
<br />1
<br />, 4
<br />/
<br />Y
<br />---- .. _----J
<br />\
<br />MR. GAP
<br />\.___ -'
<br />CCITT . LOOM
<br />0 1 , 31 ..
<br />0 1.0 oc C.( AF. OR e0C3-n NEpY
<br />W/JMKMIt Carl 1/N.N AN4i
<br />CAS_L___(PLAN)
<br />CASE C (PLAN)
<br />CASED (PLAN)
<br />SCALE 1/4•at-
<br />SCALE 1/4'.1•
<br />SCALE 1/4•-1'
<br />5X
<br />(MIN. PANEL
<br />OVERLAP BEYOND
<br />OPENING WITH))
<br />PWRLD CONCRETE. CONCRETE
<br />INC" ON 3'.4• llOpo f■AE
<br />4twow
<br />X . 80 DISTANCE
<br />CASE E (PLAN)
<br />SCALE 1 /4'. "
<br />SWO-SET on cALK-w
<br />1 OR ELCO PANLUI ATE .-
<br />' ::yy,, /]� /n PD w (%WGM.Iy, EXR,ING TNR/ RI FEYMLL EI MIN
<br />POCALD CorCKTG �• 6". f._.-
<br />yl-'? t �J •"�i DR a* I'll*
<br />9Lw TORT OF oP d PANELIN,E I (SEE
<br />q,rICR!'TE 9loCX OIE '•' YMIES E 1 \o;/ `•:• \ ON N'.1' w000 S'oE5 13r OPFMNL SEtiEME ON 'INSETS P.1,
<br />2'.l• ■m IlRAILS o• M.-I & r.AM[ rID1wEU .S µ1•l1fAPLE 11 a , 11 h
<br />V4ME3 F .. J) •� C-4 --i`� _ \ �� /� 1 v4r.' ./ AmC.mD'NON+ A
<br />5" Met. ( 1 ��� ALµ FLAT FLANGLS PARw.a To
<br />E� PAL (A" CUT END PANEL:
<br />--- ti._1-_--J 11„ Q�SE G (PLAN) I/4V-n - - N9 1• N,1N
<br />.-. —1. NJ; ER A....((/r .,� SCALE 1//•.r
<br />"�^ I•q(0�1 r � '• \CEN ✓'9•1 VALIn FOR DIRECT MOUNT INSTALLATION ONE, k
<br />�' •SF CEPnilEO PANG INSTALLATION AT WALLS 0/
<br />No. 44167 a SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />'I>' * . e - FLORIDA BUILDING CODE Non High Veloclr Nurricone Zon
<br />CASE F (PLAN) _-,", • : �� 4XID3D "I"a. ML. 24 GAGE GALVANIZED STEEL STORM PANEL OftletI.P.
<br />SCALE ,/3--I- •S Qom. F(0)1)0�•-: 4 _ ._.�_
<br />1,FSc" L InhVIw9
<br />__ L L E C O Inc GLOBAL PROTECTION PRODUCTS. LLC. Mn:
<br />NN+M1, �1d'1i' Mal �,�i _ ",•EtM`_. ` "'Co SALE 61 Nn6[I
<br />avR. a. "SITS 20-175
<br />..-. Ibl Au, , N r. Lb, RI -I PHONE (.YKIM-GSM. iM (0M)NO.7F7
<br />_ ...r.n Is.i pun,NG y,.
<br />rt "I'DO UNIE/IIaTt AItIrN . - P.S D a M I.
<br />MAXI_M4111__A�S,D,-D1.�FN�StHE3ATING (p.s.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR I! AR STORM PANEL J i INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL 01NSTALLAT)ONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7)
<br />MAX. AS 0
<br />DESIGN
<br />PRESSURE
<br />MnNC
<br />(P..1)
<br />MAXIMUM ANCHORS SPACING FOR C.D - AS SHOWN ON SHEETS 6 a 7
<br />APPUCA9LE
<br />1U
<br />IE.RNAINE,
<br />C ®/NA J
<br />OF THENIN')
<br />MAXIMUM
<br />RANEE
<br />LENGTH
<br />v
<br />tAPCON
<br />-AG SCR W
<br />VANEIMATE
<br />rE11AE ID
<br />PµE1.WTE
<br />PLUS
<br />WOOD BUSHING
<br />13.
<br />•3'
<br />U'
<br />13'
<br />".
<br />t■ OOP)
<br />or
<br />or
<br />73•
<br />,r
<br />Ir1a
<br />-!
<br />�
<br />a 1/r
<br />a 1/2"
<br />5 i/x'
<br />B t/2•
<br />1/2'
<br />(TOP)
<br />_
<br />Stf (BOTTOM)
<br />r
<br />—
<br />r
<br />r
<br />, •
<br />]
<br />_s'
<br />_ _ _
<br />, 3
<br />_.__-
<br />13
<br />13•
<br />,3•
<br />�__
<br />P )
<br />OR
<br />LESS
<br />_
<br />1J•
<br />3
<br />t7•
<br />•
<br />r (P)
<br />-1-
<br />1J
<br />r
<br />Ir
<br />(BOTTOM)
<br />OM)tY
<br />6 1/2•
<br />0 1n�.
<br />a In•
<br />_ 6 1/2•
<br />6 In•
<br />froP)
<br />-
<br />.6 1/4•
<br />17 1/2'
<br />a I/a'
<br />(COAL•)
<br />Isi--0•
<br />- _
<br />A 1/2'
<br />�•--
<br />B f%7•• _
<br />6 1/2"
<br />- _•(TOP)
<br />1A'-4•
<br />4 I/2•
<br />4 1/2'
<br />r
<br />r
<br />_
<br />twfw
<br />to 1/2•
<br />--
<br />9 1/Y
<br />- __
<br />IY ._
<br />-`,r
<br />e
<br />-- i -
<br />w ITOn)
<br />awIfotiaw-
<br />- - - -
<br />• SEE TABLE /I FOR MAX. A.S D. DESIGN LOADS k MAX, PANEL LENGTHS WHEN SPACER tgih IS
<br />LASED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. AS. D.
<br />DESIGN
<br />PRESSURE
<br />�DW;
<br />MAXIMUM ANCHORS SPACING FOR E D - AS SHOWN ON SHEETS 6 At 7
<br />APPLICABLE
<br />iO
<br />TC"TW'
<br />, a
<br />COAGNMItON
<br />OF ,NEy
<br />MAa1MLRM
<br />Pµ[L
<br />LENCTII
<br />L
<br />(L'
<br />--
<br />TAPCON
<br />LAG SCREW
<br />fLL�LCNI�
<br />Pµ LINE
<br />WOOD BUSHING
<br />13•
<br />- Ir- ..
<br />I3•
<br />__. ,3'
<br />13'
<br />Ir
<br />13'
<br />ill (TOP,
<br />(BOTTOM)
<br />IV (BOTTOM)
<br />/Y
<br />_
<br />13•
<br />0•
<br />fn•
<br />6 1/2'
<br />4 3/2'
<br />a ,n•
<br />6 1/2'
<br />POP)-
<br />>+aS, -46
<br />�0
<br />.75. -75
<br />-
<br />'
<br />-
<br />—
<br />6 1/4•
<br />-
<br />12 1/2•
<br />a•
<br />�..
<br />a'
<br />13'
<br />13'
<br />6 1/4
<br />--_ _
<br />__
<br />1]
<br />IJ`
<br />(60TT.•)
<br />-.,.
<br />1ROP)
<br />Jr to
<br />(B0tT17-.
<br />__.
<br />(TOP)
<br />(6tA7OH)
<br />5'-O'
<br />LESS
<br />r
<br />___.' _
<br />1
<br />_ _
<br />t3'
<br />7 I n•
<br />__
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<br />■ ...
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<br />is'
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<br />1!•
<br />1]•
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<br />10•
<br />LW
<br />___!�'___-
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<br />or
<br />Ir
<br />-
<br />I.r
<br />6 Ile
<br />to fwrom)
<br />HOP)
<br />..
<br />6 IJ2
<br />6 1/2_
<br />a 1/r
<br />6 1n'
<br />a 1/2
<br />_ _ _
<br />- -__
<br />-
<br />, 1•
<br />e /
<br />1
<br />,2 n
<br />,
<br />6 /s—
<br />-
<br />r
<br />- ,/T
<br />r
<br />7 ,/2•
<br />7 1%2"
<br />'—
<br />-_
<br />I �� •
<br />_-_- 5
<br />S 1/2•
<br />l ...•--
<br />_-_6• -
<br />._
<br />TJ'
<br />-- - .-
<br />I •
<br />O
<br />3W (B0TT17Y)
<br />- ---
<br />4W wriow
<br />( 1
<br />-
<br />tl'
<br />12,
<br />__ 2, _-_
<br />,S'
<br />. _.. ..
<br />3
<br />SEE TABLE Ei FOR MAX. A.S.D.DESIGN LORDS k MAX PANEL LENGTHS WHEN SPACER 43IS
<br />1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 --
<br />TAMLAI A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-6'
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TD 60 PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ALE 10 OR PANEL MATE PLUS
<br />ANCHORS k W/ F9 SP(1QEP,WTNa%/ 1/2. 0C.
<br />�, 0, T)([/,
<br />32P�' _�CENy ''�9
<br />i : N 44161 I.
<br />i♦, ♦ itB
<br />ATE OF __�? .
<br />IN
<br />.,4L,F� •.... tG\
<br />FLORIDA BUILDING CODE (Non High Velodly Hurricane Zone
<br />w5oo maces A'F
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />w8 5 W 61 SINM,
<br />aw■, n v314
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<br />• CA-0006'FIe
<br />,1"
<br />20- 1 75
<br />o1A.AR, r'0
<br />b
<br />�-
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1)
<br />INTO POURED .CQNCBETE QR CONCRETE BLOCK STRUCTURES
<br />I /4•. TAM;ON EXI<t,r, PJL•NLJ ,/4'. I,AFION -POSITING POURED
<br />...CHIM IS 9, O.0 CONCAFIr OR ANCHOR a 9' 0 C CONCRETE OR
<br />CONfR(1C BLOCK COML'RLIC BLOCK
<br />REQUIRED PEOUMM
<br />if 0 I
<br />I/I- . .I. 1�2" , .,A.
<br />E-D4
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<br />N
<br />"'S,ING_y
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<br />dAMTIpN
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<br />I
<br />FX571NG POURED C.O•
<br />CONCRETE OR
<br />CONCREIE BLOCK
<br />.iOuwm
<br />!/4-. PANUMATE PLUS
<br />PAC O 12 1/7. O.0
<br />i
<br />1
<br />T � moan. j".,
<br />I Ia1loei87-e7
<br />1
<br />1 %, MBA.
<br />PANEL LENGTH
<br />--- (SEE ELEVATION
<br />I ON SHEET 12)
<br />I
<br />I
<br />I
<br />Lr
<br />1
<br />I
<br />I
<br />I i 04
<br />I
<br />I WALK
<br />II
<br />i-A
<br />SECTION R-3A
<br />Q_BEGULAR PANLU
<br />SEE lef$n 16 AA 16 FOR NICNORS TYPE N SPACING FOR
<br />RISNLUII%*s INTO wow FRkw buibm"
<br />MMYJI ANCHOR SPACINGS µ0 "WON EDW DISTANCE
<br />ME NNCATm ON I HS SCHEDULE. TON E.D LESS THAN
<br />IMKATFO DM ACN,GULL REDUCE µC110R SPAC.r,O b'
<br />MULN'LYW IP.CI.G SHOWN ON SCHEDULE BY MC
<br />(OUDAW, /ACTORS FOR THIS OPERATION ID K POSSaf.
<br />RIDUCrn % .- OBIAMED L%- FACTOR SNARL NOT K
<br />LESS THAN w . 1UW- ,NWIIED .OR EACH AK.OR
<br />TYPE ON TALI$ SCHf.ILE
<br />'/'•'
<br />THY
<br />AND" Tot
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<br />wN n
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<br />3-
<br />3 /2
<br />.DiRI_ KN aim Tom)
<br />BICaIR
<br />I ,/2•
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<br />3 ,/1•
<br />OR
<br />.._.. 3-
<br />I 11.
<br />T
<br />CUP
<br />I
<br />f/
<br />I'MI,
<br />I
<br />F--SEPARATION '
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<br />N ,
<br />I
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<br />0
<br />1
<br />I ON SHEET It)
<br />e,
<br />T __-
<br />.. _ .. _I
<br />tl
<br />I
<br />9
<br />-
<br />1
<br />I
<br />I
<br />Cl)(
<br />1
<br />1
<br />e
<br />EXISTING POURED
<br />!
<br />CONCRETE OR
<br />C
<br />'
<br />d
<br />OONCR EIE BLOC„
<br />REQUIRED/A
<br />1
<br />- 1
<br />W,'PRP)
<br />,/4'. PANELWTL
<br />ANCHOR (BE1OWI)
<br />LL WAMOUNTINGS
<br />AN SE 3/0-I'
<br />r3P•' s
<br />�,\CENSF �9'•
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<br />OARSEC �(R.-1B
<br />�SAFiTL' _P9NEL
<br />FLORIDA BUILDING CODE Non High VelocityHurricane Zone
<br />.m. WILCO.P`
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />D.Arn for
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />07nnDL
<br />ATT
<br />EOC
<br />PoOl) I. 51 Tmm
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<br />_
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<br />INN?[.. FILLET JI., 4
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .-(n.s.f.) AND O-Ri $P-QN_DM-MAXIMUM ANCHOR SPACING 3LffQU1E
<br />M- RESzML-STORM PANEL ,5 INSTALLATIONS INTO CONCRETE &CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(DINSTALLATR)NS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />WX. AS. U.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P rl)
<br />IM%LU4 ANCHORS SPACING FOR YIN E.D. PER SCHEDULE BELOW
<br />APPLI(AaIE
<br />TD
<br />B
<br />l ANY
<br />CCUBMIK)N
<br />O fNEY
<br />AlAXI1111Y
<br />PANEL
<br />LENGTH
<br />•L•
<br />(k.)
<br />EVA. AS.D
<br />DE"''GAL
<br />PRESSURE
<br />RATHO
<br />(De!)
<br />MAXIMUM ANCHORS SPACING FOR MN ED PER 6CNEDULE BELOW
<br />�. —11
<br />APP HCAALE
<br />ro4
<br />�
<br />a µr
<br />CaLeY1MTI0N
<br />(lr TREY
<br />.UV H
<br />LENGTH
<br />.�
<br />(k)
<br />TMOON
<br />SOLX,-SET
<br />PANEIANiL
<br />ICMN.f ID
<br />PANELAUTE
<br />PLIIS
<br />—
<br />LALAC-NAIL.
<br />CALK -IN
<br />TAPCON
<br />SODU-SEI
<br />PANELYAtE
<br />FEMALE IO
<br />PµE1WTE
<br />PLUS
<br />7AYAC-IWLW
<br />CALK
<br />10
<br />TD
<br />ODKJeit
<br />.
<br />C RETL
<br />ro
<br />TO
<br />ICTT
<br />ro
<br />G>xin
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<br />TO
<br />:rONrXrT[
<br />W
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<br />.43. -45
<br />oR
<br />LESS
<br />15'
<br />13'
<br />W
<br />13'
<br />it
<br />13•
<br />1]•
<br />,r
<br />13•
<br />,a•
<br />Ir
<br />t7_
<br />1 (TOP)
<br />5,_6•
<br />OR
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<br />.45E .5
<br />.6J, -a3
<br />1]•
<br />17•
<br />13'
<br />13•
<br />13•
<br />Ir
<br />1r
<br />13•
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<br />1E55
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<br />13•
<br />IJ•
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<br />1 (BOTTOM)
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<br />O. RE EUTA[i_PANELS 9-_LIFE SAFETY PANEL _P_ANELS SAF PANEL
<br />WALLVOUNTINGS 111e,,,T4)J,,,FI w WALL MOUNTINGS
<br />1 4-. TAPCON
<br />OR 0 e• c-C.
<br />I
<br />I U) I
<br />) '/2' II/4• �
<br />---r-- MAX.. - -- -- - I I
<br />I
<br />I
<br />1
<br />1
<br />1 O.I
<br />I I.".—
<br />1 1 rA ,'
<br />.6 aaM W
<br />1 1
<br />1 !%, MAX. i
<br />_ 6- PANEL LENGTH
<br />(SEE ❑EVATMA,
<br />__i aN srlm 12)
<br />I---- I
<br />1-- I
<br />TIT _
<br />I /��a..l
<br />I
<br />! - ---Gr i
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<br />/4YM rCON
<br />ANCHOR 0 9" OC- '
<br />MAXI ldU*.A. X.__DESJ.QrL_P.RESSURE RATING (p.s.f.) ANDND_CQPJff,SPONI _Q__MAXIMW .ANCHOK-1FACING
<br />HEDULE FQ)3 REGULeR STORM PANEL (L INSTALLATIONS INTO COKEETE A CONCRETE 80SA STRUCTURE
<br />(VALID ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEET, 4 k 5)
<br />WAX AS,O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P •I)
<br />A/AYNUM
<br />µCNpRS
<br />SPKWG
<br />FOR
<br />Wn EA.
<br />PER SCHEOULC
<br />BELOW
<br />AA'WCABif
<br />0 X
<br />a µr
<br />COa1,FIriHIL�
<br />/UXWW
<br />PAKL
<br />lEllGiN
<br />•L•
<br />I.R.)
<br />4M A.S.p.
<br />DESIGN
<br />PRESSURE
<br />RAONG
<br />(P..T)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />41N E.D.
<br />PER SCHEDULE
<br />BELOW
<br />APPLK/blE
<br />r0
<br />6
<br />Ct1A69 At1N11/
<br />OF THEM
<br />gAX1N11M
<br />PANEL
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<br />PLUS
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<br />SOLID-
<br />SET
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<br />FEMALE
<br />ID
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<br />PLUS
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<br />_
<br />CONCRETE
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<br />13'
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<br />6 1/A'
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<br />6 1/4'
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<br />a !/4'
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<br />-
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<br />6 '/4•
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<br />41 wr-
<br />9Ei SNOT „ FOR ANO,IpN9 GYP[ A SPACNO FDP „yTALUTYKI.• MD ROOD IR11rE fua0wm
<br />a w,nvok ARKNOR SPACINGS AND UNIIIVr UX E MIANC7 ANI K J.IIn ON TIN IDICOM FOR LEA
<br />LESS THAN DC"nD ON SOICINAC REDUCE lilclKK• 5PArAI. M w T*L"03 W$t" SHORN ON
<br />SDLDN: H M FOLMXWW0 FACTORS rat I4,5 DP(RAIaN TO 9E w1,gIME, S UM SPCI.G
<br />OVUNWD USING FACTOR SMALL NOI BE NLSS INµ ~,Ai SPADING INDICATED Me fAOI ANCHOR I-C
<br />fH. Iwt SCWpA1
<br />1/.-I
<br />I/.•I
<br />,/. i
<br />1/1'.
<br />1/1-a
<br />TOW,/.•.
<br />TAB},
<br />—_
<br />PAP 0
<br />fIII� S
<br />3AII.C-_
<br />aLN-PEE L
<br />yIr.R1Y A/Kl' TOR fIAL0l0 (D.)
<br />,
<br />3
<br />S
<br />f ,/Y
<br />1 -./I
<br />ARRIANIM LOOP t OIL10
<br />-3 1n•
<br />-3 1/r
<br />_ '_
<br />_ 3-
<br />$
<br />3 1/r
<br />3'Ir
<br />r
<br />r
<br />3
<br />3
<br />1
<br />3 1/J-
<br />J 'Ir
<br />III,
<br />3 ,/I•
<br />INRANI B.D3 aAooe - on
<br />ACTUAL CDOE DNMM CO.
<br />FACTOR
<br />,/7-
<br />GM
<br />-
<br />_
<br />3 FZ'
<br />1•
<br />1
<br />0.,
<br />5.6
<br />I So
<br />O )s
<br />,00
<br />-
<br />IW
<br />-
<br />100
<br />-
<br />-
<br />TIN
<br />6.
<br />I03
<br />,W
<br />- SPACINGS ONLY VALID WHEN SPPLFJ( IS 11SED. SEE T EE /, FOR MAX. A.S.D.
<br />._DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER "IS USED.
<br />EARS i1 6
<br />A.S.D. DESIGN LOAD
<br />WJBMUTA PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 50 PSF
<br />8'--2•
<br />> 50 PST TO 60 PSF
<br />5'-IO-
<br />A VAX. PANEL LENGTHS ARE UN Y VALID FOR INSTALLATIONS
<br />unnlpNN W/ SOLID SET ANCHORS k W/ b SPACER AT 12 1/2. O.C.
<br />f}jp�R A. T)(
<br />�E TELL..„[/ ✓:,'
<br />F+•,•• . \Cf.NS�. ..,P •; FLORIDA BUILDING CODE Non High VelocityHurricanit Zone
<br />: D. 44167 2 pypjp 1 0 " 24 GAGE GALVANIZED STEEL STORY PANEL'e
<br />* : * : * _-------'--- ---
<br />STATE OL I - -.s I ^I I L I E C O E Nc� GLOBAL PROTECTION PRODUCTS, LU . of/un, Ee
<br />•� f S .40D SW. 61 In.CI ---
<br />%q�,t�; LORtOF`,: I13r ia,wo a it-wcYmo cowim, 6ME. n -- 20-175
<br />r Nm,M oeres ALA
<br />'q/0•.. ••0 N ,/ ...•iru n =lNlo� �e) R1 1So1 w16,c (re.)ae6rFs«. Mr. (e6.Lwe m:
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<br />AWTTR A TILL, J 111E • _ .� ' D,ItI III., 1e
<br />LIFE SAFETY
<br />PANEL _-1.
<br />INSTAL (�ATI N DETAILS FOR
<br />INTO POURED CQKRETE QfLCONCRETE
<br />BLOCK
<br />STRVCTU_RE
<br />1/4•0 IAPCON
<br />EXISTING POURED
<br />1/4.6 TAPCON EXISTING POURED
<br />1/4•0 tAPCON
<br />EX1371NG POURED
<br />I/4'. TY't;UN
<br />[XISTNc POURED
<br />ANCHOR O 6. 0 C
<br />CONCRETE OR
<br />ANCHOR 0 9 O C CONCRETE OR
<br />ANCHOR 0 9 0 C
<br />CONCRETE OR
<br />ASCIIOR a 9' O C
<br />CONCRETE OR
<br />'j:
<br />CONCRETE BLOCK
<br />REOUIREO
<br />r/t CONCRETE BLOCK
<br />S ; REQUIRED.
<br />/,/
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />i.
<br />CONCRETE BLOCK
<br />REOUIRED.
<br />-)
<br />E(._.,, ! - 1/2'._!.. -I/e' ' I/2" II/.• I ( 1/2. 1 4' I I/2• 1 4-
<br />1
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<br />"N 1 N._ 1- Mtn/ H 11• 1 N ,' Mln 1
<br />N I R--S[PAMTIOH 1 N I If SLFANATION I
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<br />5f&TION R-1A I SECTION R-iB SECTION R-2A UST1014 R-28
<br />O REGULAR PANELS O_UFL_SLIAFETY PANEL "ESLUlB3-. PANELS O LIFE SAFETY PANEL
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