|
I
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL Cif SYSTEMS
<br />1 1
<br />{--- WNNm[I[.
<br />m
<br />4• . 3• . Tar OW
<br />vAaEs 1 ! © O R ;roe wm fwm
<br />AM-14LM. AAA
<br />ro
<br />r3• HIM.'! & AOLtweO aosa-ALLOY COW
<br />AImPLL MeN t��11 . 1 3/4' __ 1
<br />1 _2 uAODN • 19 Oc
<br />MAL
<br />am Go ZW ��-.. action n 1r Q4T`•,
<br />25M' «GOD /MILL 1 i --{ t} �(® �1 I1ai 11YYE2�
<br />f REOUII[0v
<br />I +/a• aw
<br />If0 100A1I0N
<br />' •*17'•OMF%wm16t0a 1 r s 9r' ..Cie' COIL
<br />,..� r MIL E< I. LL,' ! NS I. AMPLE ON
<br />.aa
<br />__•1___••-
<br />�rN j* 1 oe0 3t 31 am raAan comet E. caHa1E,E
<br />nLON. ENT IRAE OlMrom a•Yr «GOD nWE-
<br />Y ■ .• A .,7S„• _ ,• !
<br />]1m-H14 Olt '�' ' .' 1
<br />am, IS ALLow
<br />- - - ---r---.Al.- CAP
<br />,p• . eog _4• a {• . AIr
<br />• tY QQ 3,05-tt at =a-IB AtO,
<br />«NLNmIur P.e. A..e. ANPLE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1• SCALE 1/4'-1• SCALE 1/4•-l' SCALE 1/4•-i'
<br />- - " -1 am P elM�"ae "
<br />�4 pps1K
<br />t- l`t► OR GDPONinis '1M, IORa OI PAnrOOE tni77 Q¢
<br />POUM1 m r.4' WOOD SES or OPnac ]QwE a LrEA 1.
<br />_. (�t31PAE, COMONflE ■ALTO VIAES� 1 � ® ,EWE EOUIIED ' AS MPLAC E �, ,0 a I1)
<br />re wool FRIE r Sea !
<br />'..-Z
<br />OP ra ,vwllm OONCR M (4�
<br />ON 711' WOOD :11MIE. 1
<br />3/4*
<br />1
<br />f�
<br />...) VARIES OWN .-� -.-{ 7 tOENt W/ MKjlol[W All°NT 1
<br />lJMIAMI 3�
<br />�To
<br />X - e.O., DISTANCE '�_.� 1 („P•)
<br />—�-- ./..i::..W:M —J CASE G (PUN)
<br />WW1 •aiao•, ��'R'^'•••'•• /j SCALE 1/4•-l-
<br />ttw VALID FOR DMEC'T MOIST NRALLATION ONLY 1
<br />'Y CERTIFIED PANEL MNSTAUATION AT WALLS W/
<br />No. 44167 SURFACE LEVEL WAATICB4 WITHIN 3/4•
<br />A, FLORIDA BMRDDIO CODE Non Hi VNoat NMF71CeM EOM
<br />CASE E (PLAN) CASE F (PLAN) wn :4 e,ttx rNLLVA►eM STEER sto(al PANEL m,,',,
<br />•—
<br />SCALE 1/4--I- SCALE 1/4'-I'FIOR)OA; _aL�'
<br />/ 1L E C O NNe. PROnam PROOUem Ole MDc
<br />•b�N1,N
<br />11 /.� /•�, 7 eN, lak fY AIE �LII YIRIL a alaiswm
<br />• =14
<br />� 2�-175
<br />RIMa ROL OMf
<br />1 P4 w O6L)9FbTam4 OW4 )wO
<br />W • •'••"` • OMNw NN
<br />Pt wtE°w 9uAr71enano- rs, *- wn a a n
<br />WIMMUM A.S.D. DESIGN PRESSURE RATING (p,N,f.) AND C-ORRESPON0I14G M"IMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR AR STORM PANEL(1) INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1QINSTALIATIOMS AS PER ALTERNATMM 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX NSA,
<br />DESIGN
<br />P �$E
<br />LMXWUM ANCHORS SIAICNG FOR E.D.. AS SHOWN ON SHEETS 6 At 7
<br />AP►LC LE
<br />TO
<br />°t Ai(f
<br />OF THEM
<br />PANEL
<br />lFlti ill
<br />(R,)
<br />TAPCON
<br />UID SCRUM
<br />P,l�1E
<br />iE1lAlE D
<br />P/11ElAMTE
<br />PLUGS
<br />W000 NOS M
<br />13'
<br />IV (HIP)
<br />13•
<br />13'
<br />U'
<br />13'
<br />tr
<br />IN fealtim
<br />6 1/Y
<br />6 1/2•
<br />5 1/2•
<br />6
<br />-
<br />-
<br />6 1/4•
<br />121/2-
<br />$ 1/4'OR
<br />a
<br />If.
<br />a
<br />6•
<br />-
<br />flan
<br />LESS
<br />9'
<br />a•
<br />Ir
<br />9'
<br />-
<br />J9 (90110m)
<br />tr
<br />13'
<br />1$"
<br />7]'
<br />Ir
<br />(TOP)
<br />�-4a
<br />LESS
<br />13'
<br />13'
<br />,r
<br />43•
<br />13-
<br />7-.
<br />tr
<br />/3'
<br />13`
<br />13'
<br />a 1/2
<br />(Tom
<br />13,
<br />1Y
<br />13'
<br />13'r
<br />IS, Dumm)
<br />6 1/2•
<br />6 Ijr
<br />6 1/2'
<br />6 1/2-
<br />a fjr
<br />(TOP)
<br />-
<br />i 1/4•
<br />12 1/2'
<br />1 6 114•
<br />MIT..)
<br />W__w
<br />1 •
<br />4 1/2•
<br />1 4-
<br />5 I/2•
<br />a 1/2'
<br />-
<br />tln+)
<br />4 1/2"
<br />• 1/2'
<br />r
<br />7•
<br />-
<br />]1 a1atT016
<br />to ,/r
<br />9 1/Y
<br />1x'
<br />,Y•
<br />4'
<br />W (TOP)
<br />,3'
<br />IS•
<br />,3•
<br />1S•
<br />B t/r
<br />(aOHOM
<br />• SEE TABLE /1 FOR MAX. AS.D. DESIGN LAWS i MAX. PANEL LI NVIMS WHEN SPACER @ 11
<br />USED, CORRESPONDING ONLY TO ALTE04VE 211DPI SHEET 6
<br />MAX. AS.O.
<br />RATING
<br />Mwtet ANCHM SPACND FOR E.D. - AS SHOWN ON SHEETS 6 ! 7
<br />APPLX'ABLE
<br />TO
<br />,1NIT
<br />OF THEM
<br />MAtSAN
<br />Pwa
<br />LENGTH
<br />v
<br />(ft.)
<br />TAPCON
<br />LAG SPEW
<br />PARELAAIE
<br />FEMALE toPLUS1
<br />PANEaMTE
<br />WOOD am"
<br />Ir
<br />lr
<br />,Y
<br />,r
<br />tr
<br />IS mm
<br />Ir
<br />13"
<br />7r
<br />Ir
<br />1'
<br />,M aOr10M)
<br />e Aft•
<br />• 1/2'
<br />6 l/r
<br />a 1/2•
<br />6 ,/r
<br />(Tap)
<br />-
<br />-
<br />61/4-
<br />12 1/2-
<br />61/4'
<br />MIT.*)
<br />6'O-0'
<br />r
<br />7 1/2'
<br />a'
<br />6'
<br />-
<br />(Tan
<br />LESS
<br />7 T/r
<br />r
<br />r
<br />r
<br />-
<br />3W D1oT—
<br />_ Ir
<br />Ir
<br />13•
<br />Ir
<br />Ir
<br />mm
<br />♦4S -45
<br />f7ST.0-7a
<br />,r
<br />Ir
<br />it
<br />13•
<br />Ir
<br />aDR6M
<br />tr
<br />Ir
<br />13•
<br />Ir
<br />tr
<br />Is,
<br />tr
<br />Ir
<br />tr
<br />it
<br />6 Ile
<br />to (BOTTOM)
<br />6,/2•
<br />6 1/2•
<br />5 t/Y
<br />a 1/r
<br />6 1/2•
<br />(top)
<br />12 1/2•
<br />a 1/4'
<br />am..)
<br />>w-9'
<br />70
<br />4 I/r
<br />5'
<br />7 t/Y
<br />7 1/2'
<br />13'
<br />Ir
<br />tr
<br />13•
<br />51/2'
<br />tTan
<br />,r
<br />,r
<br />,r
<br />,a
<br />,r
<br />• SEE TABLE #1 FOR MAX. A.S.O. t1E5ION -LOADS R VAX PANEL -LENGTHS WHEN SPACER ® 5
<br />USED, CORRESPONDING ONLY TO ALTEMMTE 2W ON SHEET 6
<br />am
<br />ku A
<br />NSA. OEM LOADMAXMIM
<br />PANEL
<br />LENOTH
<br />40 PSF OR LESS
<br />6'-6-
<br />> 40 PSF To 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PW
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR ORSTALLAT10N5
<br />W/ PANEL MATE OWAZAAwp ID OR PANEL ELATE PLUS
<br />APLCHm & W/ S.PiM1! . li "!�.1/2' O.C.
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE OR
<br />1/4•10 TAPCON POURED
<br />FOR LIFE SAFETY PANEL
<br />CONCRETE BLOCK STRUCTURES
<br />,/{Y 7APCON_: ,-.�IpS7pi0
<br />n
<br />POINTED
<br />MOM e' 9''QC. _ - �` � an 'W
<br />ANCHOR • r O.C.
<br />CANWElE
<br />SOWED.
<br />`
<br />RIICIILIE ROQL
<br />MOUNTED.
<br />f
<br />r tf 1
<br />f I
<br />ESA
<br />t
<br />1
<br />FK ° it ra loLq •
<br />fN W UAL.
<br />LIB t/A•a_fm-4�
<br />Bdsa /S•'-�
<br />_ ..-
<br />y,!I'T :_
<br />1 � uwIM maw T.r'I
<br />i�
<br />�
<br />)
<br />_.__.. I
<br />'
<br />PANEL tLENGTH�..
<br />(SEE VAIPTION
<br />1 ON SEEP 12)
<br />---- -- .
<br />`
<br />_ ..... a' PANEL LENGTH
<br />Ta
<br />mcwxm
<br />1 N OWN 911RT 4)1
<br />I' Met,
<br />1
<br />E a
<br />COMC111E1E'; Lb • j - i _�
<br />NMI
<br />WON
<br />1
<br />CONCRETE BLOM
<br />Be
<br />NEOU
<br />CONCRETE SKLMOCK
<br />P/ANR_I P(W
<br />1/1'W PANEWATE SLRm -� I
<br />-
<br />ANCIOR � tM o.c.
<br />u
<br />AH]IaR (eETOND)
<br />am YOUNTIN03
<br />]GALE 3/a-1'
<br />a
<br />5F A !( i
<br />FLORIDA
<br />WILDING CODE Non NI h Vel Nunlaane ZOM
<br />a
<br />* ; * . * I °n°01°'Bw a
<br />24 GAGE GALVANIZED STEER. SiORM Pon GYM. W.
<br />STATE a -•-
<br />•'''CABAL
<br />o.F /toRtO�•
<br />IME COENe.
<br />PROTECTION PRODUCTS. LLC. eaF
<br />ONAL1 ,
<br />u s R w ae. 11r11 war
<br />MIND . N f116T
<br />e•,E. ri.4 a7a14
<br />2D-i7S
<br />, Bw w1-4ra . N. • a.D w,_aT
<br />FNNme cwi.-7am5. Fpt aS.tNM•6762
<br />.... Wa.an-
<br />d aoE7n
<br />s a ows" NN
<br />►a 1ML//9OMnaL/ew[
<br />aN7u A «uP A.. P2
<br />�= aIIR ,4 d n
<br />LIFE
<br />!E 911ETs /6 / ro Um ACm10SS CEPS 1 9PAa1a FaW
<br />tA6OLLWO,6 Rtto rem Ilwc 91ato1lm.
<br />Ia1wWA AIIma19 9PWu06 AND MORONS EbOE OWO/C[
<br />ARE aWItA[0 M ttae sOa9INL FOR E.D. 1ESS 7NNN
<br />RQICAtm M SOMDIA[ RIDIICE ANCHOR >PACaS N
<br />MA1ML1rD SPA061/ Sdm M SCfaDUtE r THE
<br />roueWee ra,emna roR DIM aPalLllalM m E
<br />AIIAgLD SPAIML o9DielO LION mWCYOn SMALL lur E
<br />1259 11MN I,MSNw IPIIL'NO AMRGILD WNI fAm1 MMOMOIf
<br />SAE ON INS ataMmur-
<br />AIOO 116E _I/a1N I Ii
<br />«PENT
<br />tmRYY Nos tM1CM (•I a 3
<br />•�� aP.w Bl) 3 3
<br />F1xrlww 9r.wm w W
<br />TOIL IM OeBIR RWIOR
<br />INSTALLATION
<br />(VAUD ONLY FOR PANEL (D I1tSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 & S)
<br />Mot. AS.O.
<br />PRESSURE
<br />RATING
<br />RATING
<br />(VAUD ONLY FOR PANEL (D I1tSTALLATIONS AS PER SECTIONS 1 THRU C ON SHEETS 4 & S)
<br />Mot. AS.O.
<br />PRESSURE
<br />RATING
<br />RATING
<br />MAXIMUM ANIMM SPACING FOR MN L0. PER SCAMI E DELON
<br />AAPPUCABLE
<br />MAXNA1M
<br />LEN61N
<br />v
<br />V
<br />MAX. A.S.D.
<br />PRESSURE
<br />MIItD
<br />(µadJ
<br />MOMAI ANCHORS SPNSN6 FOR MIN LD. PER SCHEDULE soow
<br />AMLA•WLE
<br />MAXAM
<br />Loom
<br />.L.
<br />(ft)
<br />7APOON
<br />60.ID-SET
<br />FEMALE
<br />a
<br />FARE
<br />PWB
<br />2A116C-10MUM
<br />CIUf-et
<br />•
<br />TAPCOt
<br />SOLD -SET
<br />FEMALE
<br />0R.UB
<br />2 C-NNUM
<br />CMIt-W
<br />1
<br />m
<br />m
<br />m
<br />10
<br />m
<br />m
<br />COMBINATION
<br />m
<br />to
<br />m713-
<br />� T,,,EIM
<br />445. -45
<br />t�
<br />,r
<br />,s-
<br />,r
<br />,r
<br />u•
<br />,r
<br />,r
<br />,r
<br />,r
<br />,r
<br />,r
<br />,r
<br />y.�.
<br />OR
<br />LOS
<br />ro-45
<br />aOD, -sa
<br />r
<br />s
<br />Ts
<br />Ir
<br />3
<br />r
<br />r
<br />,r
<br />r
<br />,
<br />III1
<br />,
<br />5,X
<br />OR
<br />LESS
<br />,r
<br />13•
<br />IY
<br />,Y
<br />Ir
<br />1J'
<br />U'
<br />,J"
<br />Ir
<br />IS'
<br />,Y
<br />1]•
<br />, pHIrtaq
<br />,3'
<br />1r
<br />,r
<br />,]'
<br />Ir
<br />t]'
<br />la
<br />Ir
<br />1r
<br />'rcam
<br />13'
<br />1t ,
<br />, OHI*ReQ
<br />tr
<br />Ir
<br />Ir
<br />jr
<br />13-
<br />13-
<br />1r
<br />13•
<br />Ir
<br />tr
<br />,r
<br />Ir
<br />MM
<br />tr
<br />13•
<br />,r
<br />13•
<br />Ir
<br />,r
<br />Ir
<br />W
<br />1T
<br />it
<br />it I/S
<br />2 (TOP)
<br />Ir
<br />1r
<br />tr
<br />,r
<br />tr
<br />13•
<br />,r
<br />tr
<br />,r
<br />lr
<br />Ir
<br />2 morrawo
<br />Tr
<br />Ir
<br />Ir
<br />13-
<br />it
<br />Ir
<br />Ir
<br />13•
<br />1r
<br />13•
<br />1 1
<br />2 (WM&Q
<br />lr
<br />13'
<br />tY
<br />tr
<br />Ir
<br />IY
<br />tr
<br />13-
<br />-Ir
<br />13•
<br />,r
<br />Ir
<br />to
<br />(TOP)
<br />Ir
<br />Ir
<br />Ir
<br />1Y
<br />/3'
<br />lr
<br />13'
<br />Ir
<br />it
<br />1r
<br />11 t/2
<br />3It"
<br />-
<br />-
<br />12 1
<br />I. 1/2
<br />9 ,/4'
<br />6 1/4•
<br />4 1
<br />/2 1/4
<br />-
<br />-
<br />f 1/4•
<br />► 1/4.
<br />3 CMORw)
<br />-
<br />-
<br />2 /
<br />2 1/2
<br />a 1/4'
<br />6 I/4'
<br />2 1
<br />2 1/
<br />-6
<br />,/t'
<br />0 1/4.
<br />3 (ear10M)
<br />B•
<br />r
<br />e
<br />a•
<br />6'
<br />a'
<br />o•
<br />7 1/2•
<br />(HIP)
<br />a'a
<br />1/2'
<br />6•a'
<br />a'
<br />6 1/4"
<br />e'
<br />7 1/Y
<br />e'
<br />r
<br />5'
<br />• (LaA')
<br />r
<br />/•
<br />-
<br />Ir
<br />-
<br />°•'
<br />-
<br />°•
<br />-
<br />OKIIT01D
<br />a'
<br />-
<br />--Tr
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />it
<br />,r
<br />13•
<br />Ir
<br />Ir
<br />1r
<br />,r
<br />Ir
<br />,r
<br />13'
<br />,r
<br />Ir
<br />a (TOP)
<br />Ir
<br />,r
<br />13•
<br />it
<br />it
<br />,r
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />if f/2
<br />tRM7
<br />13'
<br />Ir
<br />Ir
<br />/3'
<br />tr
<br />IY
<br />,3'
<br />Ir
<br />s'
<br />it
<br />,r
<br />tr
<br />awrom)
<br />,r
<br />Ir
<br />tr
<br />Ir
<br />t.r
<br />,r
<br />Ir
<br />Ir
<br />13•
<br />/3'
<br />Ir
<br />,1 1
<br />5 (00170"
<br />,r
<br />Ir
<br />tr
<br />it
<br />Ir
<br />it
<br />Ir
<br />Ir
<br />13'
<br />,r
<br />it
<br />,r
<br />6 Crop)
<br />Ir
<br />tr
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />13"
<br />Ir
<br />I]•
<br />1 t/2
<br />a pbrl
<br />-
<br />e 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4"
<br />-
<br />-
<br />-
<br />-
<br />5 1/4•
<br />6 i/4'
<br />6 l•)
<br />-
<br />-
<br />6 Ile
<br />6 1/4-
<br />1 1/4•
<br />1 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4•
<br />1 1/4'
<br />6 !•)
<br />tr
<br />S'
<br />tr
<br />to 1/2
<br />Ir
<br />T
<br />Ir
<br />r
<br />7 1/2
<br />a 1/2
<br />13'
<br />4 ,
<br />I Clio
<br />aW-r
<br />TO
<br />le-4-
<br />Ir
<br />w
<br />,r
<br />it
<br />it
<br />a 1/2•
<br />it
<br />6 1/r
<br />9 yr
<br />a 1
<br />,r
<br />�,�
<br />m
<br />W-r
<br />Ir
<br />r
<br />7r
<br />,r
<br />tr
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />r
<br />I cwmom)
<br />lr
<br />7 1/r
<br />,r
<br />1r
<br />Ir
<br />to'
<br />tr_
<br />or
<br />it"
<br />r
<br />Ir
<br />6 1/r
<br />1 MOTTOS)
<br />,r
<br />r
<br />Ir
<br />0 1/
<br />IS*
<br />r
<br />7r
<br />r
<br />7 1/2
<br />S 1/2
<br />Ir
<br />4 1/2•
<br />(top)
<br />13'
<br />r
<br />tr
<br />,r
<br />Ir
<br />a 11r
<br />it
<br />a 1/2-
<br />9 1/2.
<br />6 1/Y
<br />Ir
<br />5 I1r
<br />(TOP)
<br />,r
<br />r
<br />13,
<br />,r
<br />,r
<br />9 1/2
<br />Ir
<br />9 1/2
<br />to 1/2
<br />7 In
<br />Ir
<br />a t/r
<br />2 (9aRaM)
<br />IY
<br />7 1/r
<br />1Y
<br />tr
<br />tr
<br />to*
<br />tr
<br />to"
<br />If'
<br />r
<br />it
<br />a I/Y
<br />2 (1On0Y)
<br />13•
<br />7•
<br />is'
<br />Ir
<br />Ir
<br />9 1/2
<br />13•
<br />1 1/2.
<br />10 1/2
<br />7 7/7
<br />Ir
<br />a Ijr
<br />(TOP)
<br />Ir
<br />7 l/r
<br />,r
<br />13•
<br />Tr
<br />to'
<br />Ir
<br />to'
<br />If'
<br />r
<br />,r
<br />6 1/2.
<br />3 (TOP)
<br />-
<br />12 1/2"12
<br />/
<br />9 1/4'
<br />6 Ij4.
<br />12 1/2
<br />6 1/4•
<br />-
<br />-
<br />e 1/4'
<br />6 Ile '
<br />(eOROM)
<br />-
<br />-
<br />2 1/2
<br />2 1/2
<br />6 t/4'
<br />a I/P
<br />2 1/
<br />2 1/2
<br />-
<br />-
<br />6 1/$
<br />0 1/4.
<br />3 MOTONI
<br />71
<br />r
<br />r
<br />a t/Y
<br />r
<br />3 1/2•
<br />r
<br />4'
<br />4 t/2•
<br />r
<br />6 T/r
<br />r
<br />(TOP)
<br />7 1/2•
<br />r
<br />a•
<br />r
<br />r
<br />41
<br />r
<br />4'
<br />4 1/2.
<br />3 T/r
<br />6 1/2'
<br />3-
<br />4 (Ta)
<br />5 ,/r
<br />7 ,/9
<br />(60ITOM)
<br />6'
<br />e•
<br />r
<br />-
<br />°
<br />n ljr
<br />-
<br />7 1/Y
<br />-
<br />(WffOQ
<br />tr
<br />r
<br />Ir
<br />13'
<br />Ir
<br />a 1/2'
<br />tr
<br />1 I/2
<br />0 1/S
<br />7 1/2'
<br />tr
<br />r
<br />(top)
<br />13'
<br />6 t/Y
<br />17
<br />1Y
<br />/]'
<br />t0`
<br />7r
<br />f0'
<br />it*
<br />a
<br />,Y
<br />6 1/r
<br />6 Eta)
<br />U'
<br />T
<br />Ir
<br />13•
<br />1r
<br />9 1/2•
<br />13•
<br />9 I/2•
<br />O ,/2
<br />7 1/r
<br />it
<br />a i/$'
<br />(aDROM)
<br />,r
<br />1 ,/Y
<br />1,
<br />1i
<br />13-
<br />lo•
<br />Ir
<br />lo'
<br />it'
<br />r
<br />fY
<br />9 t/Y
<br />(eatTOM3
<br />,3'
<br />S•
<br />Ir
<br />10 t/4
<br />,r
<br />r
<br />1r
<br />r
<br />7 1/4'
<br />5 I/2'
<br />to
<br />4 7/2.
<br />9 (TOP)
<br />fY
<br />r
<br />lY
<br />tr
<br />to
<br />° t/2'
<br />Ir
<br />6 ,/Y
<br />9 1/r
<br />6 1/2'
<br />13•
<br />a 1/4'
<br />CTOP]
<br />6 1 4'
<br />a/ 4'
<br />a ij4'
<br />6 1/{'
<br />a 1/4•
<br />° //1'
<br />6 eDTr."
<br />-
<br />-
<br />_6 1/4•
<br />0 1 4'
<br />6 1 P
<br />6 1
<br />-
<br />-
<br />-
<br />-
<br />6, 4'
<br />6 1 4'
<br />0
<br />sm ow 1t me ANON" m A, **GIRLS mot MULNAMB Nm am "Box oRm"
<br />• ,wL6AN AND"" SIA&M AND wMl WO[ uwmm AK OIOCAtEO M Ras SO"" Mo E.O.
<br />LESS Tww 4 mum M aAIEDIAE Aim AMmwn row MY ".Iftvw spoon SOw M
<br />SO[ORL N M FOUAW" FACTOR FM „N OFINUM 10 E FOSS" NfDUOD IMACING
<br />arm" halo nome VOLL Na E LOS IRYA WORM MNOIlO bow" FOR EACH AM" TOE
<br />M us SDCP"
<br />ANCHOR roe
<br />t/4-*
<br />wpm
<br />tNI6aQ
<br />30I D-WHIM
<br />CIN640
<br />IS MW ARMOR WPM 00
<br />3
<br />3
<br />3
<br />3
<br />E 4/r
<br />a IA
<br />Aa,r,A,mE ati1
<br />a
<br />J 4/r
<br />r
<br />3
<br />a 1/r
<br />3
<br />aWFAMORW w90X
<br />}
<br />a 1/r
<br />a 1/3'
<br />a 1fA
<br />a Iff
<br />ACTUAL we 01m=
<br />FACTOR
<br />as
<br />-
<br />-
<br />eA
<br />oz-
<br />•• mAco OS w.Y VAUD wHm SPACER LS USED. SEE �1 FDR
<br />DEM LOADS h VAX PAPER. : SPACER 6 USED.
<br />i ML&
<br />A
<br />ASA OEEIBNL I=
<br />��PAN111
<br />40 PW OR LESS
<br />6'-a•
<br />> 40 PW TO 50 PSF
<br />6,-2'
<br />> SO P5F TO HID PSF
<br />5'-10-
<br />A MAX. PANEL LENGTHS ARE VAUD FOR p6STALLATIONS
<br />W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2' O.C.
<br />--.----------ANCHORS (SET: SECTIONS 1 ALTERNATWES ON SHMIS 13. 14. 15 1t 6) --.---
<br />R-IA/13, R-2h/13, R-3A/14, P.R-1B/13, R-20/13, R-30/14.
<br />R-IAW/15, R-2AW/15, R-3AW/16. R-1BIO/15. R-M01115, R-3!W/16.
<br />O O O O O
<br />r MIL.
<br />I• AWL
<br />ni
<br />I'll HVIIH I, Hill 111 111111 1.1
<br />{y-20N1' SS. a0U5 W� I I 'l.•
<br />(USE FOR
<br />P1UiL LDOM MAIL
<br />o� O1,ER T PALL Low"
<br />'I REGULAR SJORII PANIEL K
<br />REG" PANEL r-Y •;:QP0. M-40.0
<br />---- 1 ---- ---
<br />----' , -- - -- F--- / WE74R tENO1M 64L
<br />��.
<br />I t1FE SAFETY ONM (0/0 WOOS W0 PANEL LENGTH l)
<br />• BOL
<br />I \ A 10 2'-r UK POM LENGTH
<br />A ? .;( 1/a•A-20NY ;*@ - 4 AT ALL MOWNr.Os
<br />S.S. MOus W - K - -
<br />•� I I / , A7 EA 1. •,,,
<br />r
<br />- - 7-- -
<br />i
<br />- - -- _ --- -"---1 - -'� COLLEEN Af F� - ----+--i - -• j e"
<br />f UFE SAFE1v
<br />ICJ Q , PANEL MOITOM CORNERS 7 ~ O
<br />D.M., 30.
<br />-O.E74I�P-•- WEItlJtp-�
<br />WE
<br />OTO - WNIG NM AT EXTERIOR _ 0INO /NUT AT
<br />loop3' LNX. LEFT PAWL RDIR MILL r AX1 't INSTAIATDNS OALT YAW FOt IWND
<br />1' MN, R-tA/13. R-2A/13, R-3A/14, R-18/13, R-n/tA R-3B/14. I• Lw.i SPEED
<br />Up 7G 170 mP.h.
<br />R-IAW/I5, R-2AW/15. R-3AW/16. R-iBW/13. R-nw/1s. R-3BIM/1W.
<br />'_--------"'---- --_. _.—ANCHORS (SEE SECT08 1 ALTERmatIf ES ON SHEETS 13.14. IS 1I°)
<br />__. Ile MAX. GAP
<br />an LIFE SAFETY STORM PANEL (1) ELEVATION (t) ('
<br />SCALE 1 /Y+,
<br />\J y.TMM PANEL O+L 0.6aM .t waE WAIF' ......._. STORM PAN(L
<br />Ile
<br />MLA, 0
<br />,• W_
<br />In SAFETY PANEL # 3
<br />FLORIDA BUILDING DOGE h Ve1oa MIA one Zone)
<br />ORID� ��
<br />24 GAGE GALVAtpZEO STEEL SIM PANEL
<br />�'N,
<br />EXTFAORESS
<br />H G
<br />07
<br />IL E C O 1Ne.
<br />& PROTECTION PRODUCTS. u c.
<br />SECTION A —A
<br />IRS Y. 61 tltnQT
<br />mac FL WON
<br />SCALE 1/4'-1• / T�
<br />w a a Aawe, n aNw
<br />mmNe. Ow nr1W�•wa,-an
<br />Ntac ou4IW NA4 I/*ft.*.M
<br />20-175
<br />Net
<br />Dow" ft
<br />P.E. KMI W AUW/W t
<br />arl A RIAI .. P.E
<br />M. J•
<br />11R It a,9
<br />J/'a TAPCON
<br />ANCHOR a r o.c.
<br />STAGGERED ,W/ SM
<br />s•A.- wow
<br />WAU
<br />waz
<br />111l1E5: ,
<br />1. INSTALLATION ARE ONLY VALID FOR AS.D. DES"
<br />PRESSURE PAU" (P.a AND PANEL LENGTHS AS #
<br />PER ELEVATION ON IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MIEMSERS TO BE SOUTHERN PINE No 2, W/ SPOWN C
<br />DENSITY OF 0.55 OR EQUAL.
<br />TAPL•ON
<br />DR • r O.C.
<br />J4•
<br />Sea-_ ----�
<br />1
<br />I
<br />1
<br />1
<br />u
<br />I
<br />LIKEN am "'.0 I
<br />I
<br />1 EL uDA
<br />I I PANEL 1ENLTH
<br />- 1 ! ONSHEETsHLEWOIO
<br />1
<br />1 '�
<br />4.. LJ v L/2
<br />1 I
<br />1
<br />'''�a�ipc Oat as
<br />0 /
<br />•
<br />TAPCON 2•.4• SO& '.
<br />Xt 0 r O.C. RATE
<br />REQUIRED
<br />1
<br />Y• MAX.
<br />D. 44161 ' *
<br />STATE 0 _
<br />FIOR(0 ,.• , a eta
<br />•
<br />��•••
<br />I�E C O ENO.
<br />a a w tmW wAr A axw
<br />a..' pat.,_IA, . t.. t�p -ap
<br />MLiR A rwr 1.. PX
<br />_116.G\1N. B.
<br />24 GALE av-"—= STEEL STORY PANEL
<br />m.P.
<br />BRAN M
<br />fin• �»
<br />L 6, IHREt
<br />toN 7 & ys14
<br />COAL
<br />Flat6 nNNM.,w nI@ 6MA)/►.am.2
<br />n SIR,
<br />20-175
<br />Domm
<br />O♦
<br />SIR n a n
<br />(VAUD ONLY FOR PANEL t�1 OWALLAT06 AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5)
<br />PRESSURE
<br />(A.a-1.)
<br />MAKeNM ANCHORS SPACING FOR Aw G0. PER SCHEDULE BELOW
<br />AI'PlTCA9LE
<br />IIAWIIIIY
<br />L�
<br />()
<br />MAX. AS.D.
<br />DESKIN
<br />PRESSURE
<br />Raw
<br />Ak
<br />MAXWUM ANCICIS SPACaD FOR MAN EA. PER SCHEDULE eE1061
<br />APPum"
<br />IIASRRm
<br />PANEL
<br />LLMOaI
<br />(11.)
<br />TAPCON
<br />SOW-SV
<br />FEMALE
<br />10
<br />1 n
<br />7ANAC-NAa9l
<br />CALK-91
<br />TAPCON
<br />SOLID -SET
<br />IAWL-NALN
<br />GLK-NRAIING
<br />'M
<br />or raw
<br />,0
<br />m713r
<br />A
<br />70
<br />m
<br />m
<br />a, 7mrm
<br />m
<br />ovir
<br />m
<br />m
<br />+7A -TJ
<br />Ir
<br />it*
<br />Ir
<br />Ir
<br />,3-
<br />13-
<br />,r
<br />Ir
<br />lrFlY
<br />lr
<br />,
<br />a,-e,
<br />OR
<br />Los
<br />'ro-7b
<br />♦I tL-„u
<br />u'
<br />5•
<br />tr
<br />0 ,
<br />Ir
<br />6 ,
<br />tr
<br />e I F
<br />7 ,
<br />6 ,
<br />lr
<br />4 ,
<br />1Ir
<br />a,�•
<br />OR
<br />LESS
<br />it'
<br />1rIr
<br />tr
<br />tr
<br />it
<br />1r
<br />12'
<br />Ir
<br />I amcow
<br />Ir
<br />0 1/2'
<br />13•
<br />Ir
<br />13•
<br />r
<br />Ir
<br />e'
<br />,r
<br />7 1/r
<br />Irr
<br />i (MMM)
<br />,r
<br />1r
<br />,r
<br />,r
<br />,r
<br />,r
<br />,r
<br />Ir-
<br />,r
<br />2(TOP)
<br />,r
<br />r
<br />,r
<br />Io,
<br />,r
<br />a 1 /2-
<br />,a
<br />a+ !2'
<br />7iYal
<br />/
<br />/2
<br />t•
<br />3
<br />41 /2'
<br />:,r
<br />ttaP7tr
<br />11•
<br />Ir
<br />Ir
<br />Ir
<br />13•
<br />Ir
<br />,r
<br />1r
<br />10'
<br />2 (BOROY)
<br />Ir
<br />Y
<br />Ir
<br />Ir
<br />1r
<br />9 IR•
<br />Ir
<br />a 1/r
<br />0 1
<br />7 I1r
<br />13-
<br />6 1j2.
<br />2 W6NIr
<br />II'
<br />,r
<br />13•
<br />,r
<br />IF
<br />Ir
<br />13'
<br />tY
<br />to-
<br />(TOP)
<br />/J
<br />r
<br />la
<br />/]'
<br />tY
<br />f 1/2'
<br />tr
<br />9 1/Y
<br />to t/2
<br />7 I/2'
<br />Ir
<br />r
<br />(LOP)
<br />6 t/4•
<br />5 t/4'
<br />2 1/2
<br />,2 1/2
<br />-
<br />-
<br />I t/4'
<br />3 (607TOIQ
<br />-
<br />-
<br />2 ,/2
<br />2 t
<br />8 t/4'
<br />• t/P
<br />2 ,/9
<br />a 1/4'
<br />-
<br />-
<br />6 1/4'
<br />• Ill'
<br />3 (eorro4Q
<br />`
<br />e'
<br />Y
<br />3'
<br />r
<br />5 1".'
<br />V
<br />4 I1r
<br />r
<br />6 I/Y
<br />2 //r
<br />4 tt"
<br />-
<br />(MOTTow,)
<br />a•
<br />-
<br />a t/2'
<br />-
<br />r
<br />-
<br />r
<br />-
<br />5 I/2•
<br />-
<br />r
<br />-
<br />WTTICN)
<br />it
<br />It•
<br />fY
<br />tr
<br />1r
<br />1r
<br />it
<br />1r
<br />,r
<br />lr
<br />,r
<br />tr
<br />(Top)
<br />,r
<br />a 7/2•
<br />,r
<br />Ir
<br />tr
<br />r
<br />Ir
<br />9'
<br />to*
<br />7 1/2'
<br />Ir
<br />r
<br />)
<br />tr
<br />li'
<br />Ir
<br />13•
<br />Ir
<br />,r
<br />13'
<br />Ir-
<br />tr
<br />,r
<br />Ir
<br />to,
<br />(aomw
<br />lr
<br />r
<br />Ir
<br />tr
<br />tr
<br />9 1/r
<br />Ir
<br />9'1/r
<br />10 1/2'
<br />71/2'
<br />tr
<br />r
<br />(TOrlap
<br />Ir
<br />1,-
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />Ir
<br />to-
<br />6
<br />tr
<br />5•
<br />1r
<br />to ,
<br />it
<br />6 I/r
<br />it
<br />6 1/Y
<br />7 i/r
<br />5 i/Y
<br />Ir
<br />A 1/2•
<br />(10►)
<br />6 1/4-
<br />6 1/4'
<br />6 1/4•
<br />1 1 c
<br />-
<br />-
<br />-
<br />-
<br />9 1/4-
<br />6 1/4•
<br />4 !•>
<br />-
<br />-
<br />a Ile
<br />6 1/4-
<br />a 1/4.
<br />6 1 1'
<br />0 1/4•
<br />6 i 4'
<br />-
<br />-
<br />6 1 r
<br />a 1/4'
<br />6 LOONY--•i
<br />,r
<br />7 Ile
<br />/r
<br />Ir
<br />tr
<br />lr
<br />is
<br />Ir
<br />,1`
<br />r
<br />,r
<br />"If
<br />1
<br />�.
<br />10
<br />r-O'
<br />tr
<br />S•
<br />13•
<br />0 f
<br />- ,
<br />e ,
<br />to
<br />6 t
<br />7 1/Y
<br />S t
<br />,a
<br />a i
<br />,
<br />Tp
<br />Y-6'
<br />,r
<br />7 T/r
<br />Ir
<br />,r
<br />Ir
<br />to i
<br />Ir
<br />10 t/2
<br />I 1
<br />a-
<br />Ir
<br />r
<br />I Isamu)
<br />Ir
<br />6 t/r
<br />Ir
<br />Ir
<br />it
<br />1'
<br />Ir
<br />r
<br />lo•
<br />7 I/r
<br />Ir
<br />r
<br />I (loom)
<br />,r
<br />7 ,/r
<br />Ir
<br />13•
<br />,r
<br />Ir
<br />tr
<br />to'
<br />I)-
<br />r
<br />,r
<br />a 1/r
<br />Tom
<br />lY
<br />r
<br />IY
<br />0 ,
<br />tr
<br />9 1/2'
<br />iY
<br />6 ,/r
<br />7 1/2-
<br />n 1/2-
<br />,r
<br />4 1/r
<br />2 Cron
<br />13•
<br />7 1/2'
<br />,r
<br />Ir
<br />13'
<br />0 I/x
<br />13'
<br />0 l/2
<br />1 ,
<br />a'
<br />tr
<br />7•
<br />2 W"C%1)
<br />Ir
<br />r
<br />Ir
<br />tr
<br />Ir
<br />9 t/2•
<br />,Y
<br />9 I/r
<br />0 I/r
<br />7 1/Y
<br />Ir
<br />4 1/r
<br />2 taoROM)
<br />13•
<br />7 ,jr
<br />7r
<br />1r
<br />1r
<br />V Tj
<br />13•
<br />10 1/2
<br />1 1/2
<br />a•
<br />,r
<br />r
<br />3 (TOP)
<br />,r
<br />r
<br />Ir
<br />tr
<br />Ir
<br />9 Ile
<br />1r
<br />9 1/2.
<br />10 1/4
<br />7 ,/r
<br />Ir
<br />a•
<br />3 11OM
<br />4 1/r
<br />12 1/
<br />a 1/4-
<br />6 1/4'
<br />2 1/2.
<br />6 1/1•
<br />-
<br />-
<br />6 1/4
<br />6 1/4'
<br />3 MOTION)
<br />-
<br />-
<br />2 i/4'i2
<br />1
<br />6 1/1.
<br />6 1/1'
<br />2/
<br />f t/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (90T1'OM)
<br />7 1/2'
<br />3 1/r
<br />r
<br />r
<br />7 1/2'
<br />a'
<br />t•
<br />4 1/2"
<br />r
<br />3 1/2'
<br />r
<br />Y
<br />4 t>�
<br />7•
<br />r
<br />1•
<br />5 1/2'
<br />r
<br />3 t/r
<br />r
<br />e
<br />4 1/r
<br />r
<br />0 t/r
<br />9 1/2'
<br />crop)
<br />6•
<br />-
<br />r
<br />-
<br />r
<br />-
<br />°•
<br />-
<br />4 wTlDtt)
<br />r
<br />-
<br />o I/r
<br />-
<br />a•
<br />-
<br />r
<br />-
<br />5 1/r
<br />-
<br />7'
<br />-
<br />t60TION)
<br />Ir
<br />7 f/r
<br />,r
<br />tr
<br />13•
<br />10 1j2
<br />Ir
<br />10 I/2
<br />1 ,
<br />0'
<br />,r
<br />7'
<br />5 (COP)
<br />Ir
<br />9 1/2'
<br />,r
<br />Ir
<br />Ir
<br />1•
<br />Ir
<br />r
<br />Ir
<br />7 I/Y-
<br />Ir
<br />a'
<br />trap)
<br />it
<br />7 ,/Y
<br />Ir
<br />it
<br />1l.
<br />5 t/2
<br />tY
<br />t0 l/2
<br />t //2
<br />a
<br />tr
<br />r
<br />a (BOROQ
<br />Ir
<br />Y
<br />Ir
<br />,J'
<br />tr
<br />9 1/Y
<br />1]
<br />9 1/9
<br />t0 1/2'
<br />7 1/2'
<br />,r
<br />a'
<br />S (9olTOt)
<br />1r
<br />7 1x—
<br />tr
<br />tr
<br />Ir
<br />to 1/2
<br />tr
<br />0 1/;
<br />tt t
<br />r
<br />Ir
<br />7'
<br />6 CHIP)
<br />IF
<br />r
<br />Ir
<br />tr
<br />a 1/2•
<br />—1/4-
<br />IY
<br />° 1/4'
<br />7 t/r
<br />0 1/2•
<br />Ir
<br />4 1/2'
<br />(10P)
<br />9 1 1'
<br />6 1 4'
<br />1 7 a'
<br />6 1 ••
<br />6 (1CT.•'
<br />-
<br />1 1/1'
<br />a t/4'
<br />6,/4'
<br />9
<br />-
<br />-
<br />-
<br />-
<br />O, P
<br />6 1 4
<br />e om
<br />SHE ow 11 MR Immune Tor[ a VACM PM MBTMlow4m one 01000 HMI[ mom"
<br />• WNW" ANWM 9vow AD upaw OC 0MKVM AE 09=A O am TWO 904MAL MR LD
<br />Lffi I" #" Met on so"" am" AMOUR "ONG 9Y Y0040INC SNCn SHOWN ON
<br />sadam 9T IM FOLAOWW4 FAa1°IR. III' IM aDIVnN TO BE PINHOLE I== PA M
<br />M MM LdW FACTOR SMLL Na E LES THIN ,wN SPM.NS M CAED ION EACH ANCHOR ME
<br />M M SCHEDULE
<br />1/41
<br />1/4-0
<br />t PP
<br />1/Mi
<br />i/Ya
<br />IH•P
<br />Mkt 719E
<br />wpm
<br />Be—
<br />IMMt-w
<br />Men" ANCHOR 911ALL9 )
<br />7
<br />3
<br />3
<br />a
<br />S tR•
<br />a t/a
<br />W"w� go
<br />3
<br />D Vr
<br />3 Ile
<br />3 111
<br />3,M
<br />bwmcl W ENO,
<br />MINE
<br />1
<br />•39
<br />-
<br />-
<br />-
<br />-
<br />-
<br />skew
<br />al
<br />net
<br />an
<br />•• SPACINGS ONLY WAIN WHEN
<br />6 USED. SEE /FOR MAX LSD.
<br />LESION LADS t MAX,
<br />Pwa WFEN SPACER IS USED.
<br />Iles, TAR
<br />ANCHOR •
<br />1 , V low.
<br />PANEL -ENGTH
<br />.T_.ON S,IEETEIEVAITDNt
<br />1 12)
<br />1
<br />1
<br />t'
<br />1/2
<br />1
<br />I
<br />1-
<br />IMLL
<br />AL a
<br />AS,D. DOW LAD
<br />�NPANEI.
<br />40 PSF OR LESS
<br />5,-r
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />51-10'
<br />A VAX PANEL LENGTHS ARE Y VAUD FOR INSTAL1AT10A15
<br />W/ SOLID SET ANCHORS h W/ SPACER AT 12 1/2. O.C.
<br />DETAILS FOR SAFETY PANEL nj
<br />o
<br />N'•-m,r
<br />a ne
<br />V MAX.
<br />- -t (SM�s\
<br />STION
<br />( ON SLEET 12)
<br />©
<br />�l�
<br />"fa 0
<br />Dorm poinam comoREM OR.,C*CRM
<br />--commm BLOCK RIOUIRED
<br />0 MO" -PAWLS
<br />OR
<br />am REQUIRED.
<br />Lim"ma
<br />11 .: s
<br />VICE mHom to 1 to IoR ANCH"
<br />TvK / VACM FOR NBPALLAlO4 ONTO
<br />900E W= W110aAs.
<br />WOW ALMm AND MA•R11M
<br />am ARE WDIo3m m M
<br />/ol EO. LESS Imm fam7m
<br />M scomaE EDOCE ANCHOR WINCING
<br />or IAAJRY9A sPAallo sow a
<br />SOADUE BY THE FOUO1MK YACIOaa
<br />FOR INS Draw" TO E Pm9EL
<br />NVABB S1MON9 BEAKED LIED
<br />FACTOR SKILL NOT E ILL THIN
<br />twm w SPACWS NonA= FOR Lem
<br />ANCHOR TIPE M YM SCINVAL
<br />MOLL INFIR
<br />..
<br />w'DtN
<br />_
<br />IMIRaaA ALCM 9AttwM p.3
<br />D
<br />•AaeMNIMw :b"A•t• ON
<br />1awAaPLW emlmM 91.d IN
<br />3
<br />]
<br />AM L M aela:
<br />HIM
<br />_
<br />•SS
<br />_ --
<br />a ,A.
<br />_
<br />091
<br />—
<br />r
<br />ROW
<br />- --
<br />71
<br />"-
<br />-
<br />EAe
<br />i
<br />EO,.•
<br />1
<br />t
<br />f1
<br />I
<br />'
<br />'
<br />O
<br />6
<br />N
<br />O9ST7"A-u
<br />1
<br />1
<br />:' �-
<br />r Mb.
<br />a1-aniY : ii167�A„pF
<br />dw1PLnQ« j 10tAi5 ^p 10 CA44
<br />i
<br />1
<br />-
<br />1J4Y-aOn•
<br />.1i Rte aQj
<br />�A
<br />RXASS B _:__ _.._ Y' -_
<br />l `-
<br />I C
<br />W
<br />d u ane y
<br />9
<br />U
<br />t GOWN 7s 1
<br />l
<br />MAIL,
<br />f
<br />V MAX
<br />,• M,a,
<br />,
<br />LENGTH
<br />ON SHEET 12) R
<br />_ _ 1
<br />r PAWL LENGTH
<br />(SEE ELEVA110N
<br />. _ -.-� ON $ EET 12)
<br />r-iEPAMIl10N
<br />1
<br />6 TO WASS.
<br />y
<br />F
<br />'/2 ,� Leif/
<br />i
<br />e•
<br />E.D.• ff
<br />l
<br />E-GO
<br />I
<br />1
<br />'
<br />1--'-
<br />LEa
<br />- -- ED
<br />�
<br />"-T'd[ 4�iol {• rr FA,
<br />' "'� to Ms
<br />TA(XN
<br />1/4•0 TAPCON
<br />ANCIOR e• D.C.
<br />A+C1gR 0 r O.C.
<br />�POLRED
<br />COMORM OR EXIST" POURED CONCRETE Oil
<br />BL1=1D REOUIR D. •...'CONMIETE BLOCK REQUIRED.
<br />WALL
<br />H"O"NI
<br />MOUNT*=
<br />SCALE 3jaI.l•
<br />INSTALLATION DETAILI - FOR LIFE SAFETY PANEL (1)
<br />INTO WOOD STRUCTURES
<br />HEADER -- ''�iEaIIRFONrADER
<br />iE
<br />i y
<br />1 IY 71PCON ' tJa'f TAPCOH
<br />QF ` t • 9' O.C.
<br />(�
<br />,�• t/Y -1/4
<br />' 'Y,,
<br />! MAX
<br />.tlE1/,aR. _ -I _
<br />;f
<br />I
<br />1 � L
<br />'rA D° r ■ ��
<br />GLASS avaAP
<br />° ...�
<br />j.
<br />: -_ �'-_.`:._..` _, LASS
<br />i
<br />N M° -
<br />N t N 1- __ I V MAX,
<br />N --4 - - _.. - V MAX.1>ANQ tFlIOIH
<br />q I j PANEL LENGTH Y °• (SEE ELMIloN
<br />fsEE ElflW1HIN
<br />I o , ON SHEET 12)
<br />off sHR7 I2) °
<br />As.
<br />TIGN I* min
<br />0 rfl LASS. ; -� AM OK-- i 1
<br />GLASS. I
<br />M
<br />1
<br />2514' I i i 2-f,4•PLATE PLATE
<br />IIiOIIIIED t I �D III I'
<br />� - t/4'Y PMEUN7E PLLK V 1/P4 PMIELWIE PLUS
<br />i .. ANCHOR 8 12 1jY D.C. ', ie1RDp • 1Y t/2'
<br />I 0.C.
<br />,
<br />PFAWEN 4!l�L� PANEL
<br />a11m/111
<br />Fp A Tu[/
<br />�3jM,
<br />�� •VCEN,�i• l�
<br />44167 FLORIDA WILDING CODE Non h VelocityNutTlGame Zale
<br />5 *: * am 413m Me.
<br />24 cAGE GALYAMIM STEEL STORY MEL F.P.
<br />SM OF � W.
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATEGS (p.«.f) AND PANEL FIOR PROTECTION PRODUCTS. I.I.C.a/aNEa
<br />IL E C O INC. DAtL
<br />LENGTHS As PFR ELEVATION ON SHEET 1L
<br />2. FOR NEW WOOD FRAIAE CONSTRUCTION: WOOD S%Q(iF•� �j�.�E�7 • MO iE 6/ BIER
<br />/! 0. O"Nw-Bet 20-175
<br />MEMBERS TO BE SOUTHERN POLE No 2, W/ SPECIFIC I/AM Nb CAa11"m�- n., Ga m mmnc 06m)"e-116 Fm
<br />DENSITY OF 035 OR EQUAL Ol.a aw. aal �.. rN Boom NW
<br />rL 9BIt/MwlaatX/O,R lO A inMA A.. PE SET 1. ...
<br />1
<br />N
<br />cn
<br />N
<br />Ca
<br />O
<br />.�.
<br />U
<br />N
<br />Q
<br />0
<br />O
<br />C
<br />.�
<br />cu
<br />U
<br />c
<br />cu
<br />O
<br />(O
<br />cn
<br />O
<br />O
<br />Q
<br />O
<br />a)
<br />CIS
<br />0
<br />0
<br />cu
<br />u_
<br />0
<br />cu
<br />>
<br />•�
<br />cn
<br />0
<br />E
<br />��
<br />�2
<br />F-
<br />cu
<br />-0
<br />O` ~ M
<br />O a m X
<br />N M LL n
<br />•- -0 0 >r
<br />"— co 0 m
<br />C N
<br />N
<br />E
<br />Q O S G1
<br />c 0
<br />< .> Cif
<br />CIS to 0 O
<br />� L)
<br />�a 0 -o
<br />> > 0 LLI
<br />cn
<br />.}..`a
<br />W
<br />cu
<br />O
<br />U
<br />V
<br />CL
<br />cu
<br />U a)
<br />cu
<br />W
<br />W
<br />m
<br />= Z
<br />Z
<br />Q
<br />^J^
<br />SHEET NO.
<br />SH 1.4.
<br />cn
<br />.}..`a
<br />W
<br />cu
<br />O
<br />U
<br />V
<br />CL
<br />cu
<br />U a)
<br />cu
<br />W
<br />W
<br />m
<br />= Z
<br />Z
<br />Q
<br />^J^
<br />SHEET NO.
<br />SH 1.4.
<br />
|