|
(VALID ONLY FOR PANEL(1 INSMLLATIONS AS PER SECTIONS 1 THRU 6. ON StIFF1 4 5)
<br />MAX. ASS..
<br />_
<br />Pw90LD-SQ
<br />p XWA ANCHORS VACM FOR MIN ED. PER SCHEDULE BELOW
<br />APPLICABLE
<br />1A1tMIAA
<br />PANEL
<br />LDgiN
<br />)
<br />MAX A.S.D.
<br />DESIGN
<br />PEE
<br />M9uOMRJ11 ANCHORS SPIMGNG Fait ►•N ED. PER 9CEDUE BELOW6A>a,WM
<br />q;,m
<br />PANEL
<br />LEW"
<br />(R )tr
<br />�DPLUSZAMAC-NHAIN
<br />CALK-N
<br />4
<br />T1iY
<br />TAPOOW
<br />SOLID-StT
<br />PEIMLE
<br />D
<br />PLUSLM61C-HMyI
<br />CALK -IN
<br />W
<br />W
<br />10
<br />A
<br />A
<br />10
<br />W
<br />Im
<br />To
<br />W
<br />W
<br />W
<br />A
<br />0 x
<br />OFF
<br />>�. -0
<br />+75, -75
<br />11'
<br />Ir
<br />it
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />tr
<br />1Y
<br />10'
<br />1 (TOP)
<br />5,-r
<br />OR
<br />LFss
<br />M -75
<br />+11%--11A6
<br />lY
<br />5'
<br />13'
<br />f0 1
<br />tr
<br />6 t
<br />tr
<br />6 1
<br />7 1
<br />5 1/2'
<br />7S'
<br />4 1/r
<br />s,�,
<br />OR
<br />LEsa
<br />tr
<br />It'
<br />1r
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />tr
<br />Ir
<br />it
<br />Ir
<br />to'
<br />1 (BOTTOM)
<br />1r
<br />a 1/2•
<br />lr
<br />1r
<br />Ir
<br />9'
<br />Ir
<br />9"
<br />tor
<br />7 1/2•
<br />1r
<br />S.
<br />I wilicli0
<br />Ir
<br />II'
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />IY
<br />Ir
<br />IS`
<br />lr
<br />Ir
<br />t0'
<br />2 (TOP)
<br />13-
<br />S'
<br />Ir
<br />10 l/2
<br />Ir
<br />8 1/2•
<br />tr
<br />6 1/2"
<br />7 I/r
<br />5 I/2•
<br />it
<br />4 1/r
<br />2 (TOP)
<br />Ir
<br />it"
<br />13'
<br />13,
<br />Ir
<br />1r
<br />13"
<br />it
<br />Ir
<br />12'
<br />tr
<br />to'
<br />2 (BOTTOM)
<br />1r
<br />r
<br />Ir
<br />1r
<br />1r
<br />9 1/r
<br />it
<br />9 1/r
<br />0 1/2
<br />7 1/2-
<br />tr
<br />6 1/r
<br />2 (a0TT011)
<br />13'
<br />11'
<br />13'
<br />tr
<br />Ir
<br />1r
<br />i3"
<br />13`
<br />13'
<br />12•
<br />Ir
<br />10'
<br />3 (TOP)
<br />13'
<br />Y
<br />it
<br />1r
<br />.tr
<br />9 1/r
<br />lr
<br />9 1/2'
<br />_10 1/
<br />7 1/2'
<br />tr
<br />e"
<br />3 (TOP)
<br />-
<br />2 1
<br />12 T
<br />6 1/4"
<br />8 1/4'
<br />2 1/2
<br />2 1/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2"
<br />2 1/2
<br />6 1/4'
<br />6 1/4"
<br />2 1/2
<br />6 t/♦'
<br />-
<br />-
<br />6 1/4'
<br />a 1/4.
<br />3 MOTION)
<br />6'
<br />5'
<br />a'
<br />r
<br />e'
<br />a'
<br />NY
<br />0 1/2'
<br />r
<br />6`
<br />e-
<br />4 1/2"
<br />4 (TOP)
<br />7'
<br />r
<br />6'
<br />5 I/r
<br />7'
<br />3 1!r
<br />6'
<br />4'
<br />4 I/2•
<br />Y
<br />6 1/2'
<br />2 1/r
<br />4 (TOP)
<br />Ir
<br />-
<br />Y
<br />-
<br />or
<br />-
<br />e'
<br />6'
<br />e"
<br />-
<br />6'
<br />-
<br />(BOTTOM)
<br />a-
<br />-
<br />5 I!2"
<br />-
<br />a- ,
<br />-
<br />-
<br />5 1/r
<br />-
<br />r
<br />-
<br />(BOTTOM)
<br />Ir
<br />II'
<br />tr
<br />Ir
<br />tr
<br />tS'
<br />tr
<br />13'
<br />Ir
<br />t2'
<br />1r
<br />to"
<br />(TOP)
<br />W
<br />6 1/2'
<br />tY
<br />lr
<br />13'
<br />9'
<br />1r
<br />9'
<br />lir
<br />7 1/2'
<br />1r
<br />6'
<br />(TOP)
<br />13,
<br />11'
<br />tY
<br />lY
<br />tr
<br />Ir
<br />lr
<br />Ir
<br />Ir
<br />12'
<br />tr
<br />to,
<br />(BOTTOLL)
<br />1r
<br />r
<br />tr
<br />lr
<br />lr
<br />9 i/r
<br />1r
<br />9 1/Y
<br />0 i
<br />7 I/r
<br />t3'
<br />EI
<br />(BOTTOM)
<br />Ir
<br />it"
<br />tr
<br />13'
<br />1r
<br />or
<br />tr
<br />1r
<br />13•
<br />12-
<br />1r
<br />to"
<br />a {TOP)
<br />13'
<br />5'
<br />tr
<br />10 1
<br />Ir
<br />6 1/2'
<br />Ir
<br />a 1/2'
<br />7 1/r
<br />5 1/2"
<br />lr
<br />4 1/2'
<br />(TOP)
<br />-
<br />-
<br />8 1/4'
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 I/4'
<br />8 1/4`
<br />6 (BOT.-)
<br />-
<br />-
<br />6 I/4'
<br />8 //4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />-
<br />-
<br />6 1/4-
<br />5 1/4-
<br />6 (BOTT.-)
<br />lr
<br />7 1/2'
<br />it
<br />1r
<br />1r
<br />10•
<br />13-
<br />f0"
<br />it,
<br />a"
<br />tr
<br />6 1/r
<br />1 (TOP)
<br />W-a•
<br />TO
<br />BI
<br />it
<br />5•
<br />lr
<br />10 t
<br />lr
<br />s I!r
<br />it
<br />a 1/2'
<br />7 1/2`
<br />5 7/r
<br />tr
<br />4 1/r
<br />I (TOP
<br />M,-..
<br />TO
<br />r-a-
<br />Ir
<br />7 1/2'
<br />tr
<br />Ir
<br />13'
<br />0 1
<br />tr
<br />t0 1/r
<br />1 1/2
<br />11-
<br />13,
<br />r
<br />1 (gorm)
<br />tr
<br />0 1/2'
<br />1r
<br />13'
<br />IY
<br />9'
<br />lY
<br />tr
<br />lo'
<br />7 1/2'
<br />it
<br />a'
<br />I (BOTTOM)
<br />tr
<br />7 1/r
<br />Ir
<br />fr
<br />1r
<br />10'
<br />it
<br />t1r
<br />It-
<br />or
<br />it
<br />0 1/2-
<br />2 (TOP)
<br />13'
<br />S'
<br />13'
<br />10 1/2
<br />it
<br />6 1/r
<br />tr
<br />8 1/r
<br />7 1/r
<br />5 1/2'
<br />lr
<br />4 1/r
<br />(TOP)
<br />1Y
<br />7 1/2'
<br />tr
<br />Ir
<br />13'
<br />10 1/2
<br />it
<br />0 1
<br />11 t/2
<br />Ir
<br />lr
<br />7-
<br />2 (EtOTTOMQ
<br />Ir
<br />r
<br />Lr
<br />tr
<br />Ir
<br />9 1/r
<br />13"
<br />9 1/r
<br />O 1/2"
<br />7 t/2'
<br />13'
<br />6 1/2*
<br />.2 (BOTSaO
<br />13"
<br />7 1/r
<br />13'
<br />13'
<br />ID'
<br />10 1
<br />tr
<br />0 1/2
<br />1 1
<br />r
<br />lr
<br />r
<br />3 (TOP)
<br />Ir
<br />7•
<br />tr
<br />tr
<br />tr
<br />a I/r
<br />tr
<br />9 1/r
<br />to 1/2-
<br />7 1/r
<br />13'
<br />a-
<br />3 (TOP)
<br />-
<br />-
<br />12 1
<br />12 i
<br />5 1/4-
<br />6 1/4'
<br />2 1/r
<br />8 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 /
<br />12 1
<br />6 1/4•
<br />a 1/4'
<br />12 1
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />7 1/r
<br />3 1/r
<br />a"
<br />6•
<br />7 //r
<br />4'
<br />8'
<br />4 1/2'
<br />5'
<br />3 1/r
<br />7•
<br />r
<br />4 (TOP)
<br />7'
<br />3'
<br />tY
<br />5 T/r
<br />r
<br />3 1/r
<br />1'
<br />4'
<br />4 1/2'
<br />r
<br />6 1/r
<br />2 1/r
<br />4 (TOP)
<br />r
<br />-
<br />a-
<br />-
<br />a•
<br />-
<br />Y
<br />-
<br />6'
<br />-
<br />6'
<br />-
<br />4 (80TIp0
<br />8'
<br />-
<br />6 1/2-
<br />-
<br />Y
<br />-
<br />8'
<br />-
<br />3 1!r
<br />-
<br />7-
<br />-
<br />(BOTTOM)
<br />13,
<br />7 1/r
<br />13'
<br />tr
<br />/3,
<br />10 I/
<br />Ir
<br />10 1/
<br />1 1/2
<br />a'
<br />1Y
<br />r
<br />5 (TOP)
<br />it
<br />• 1/2'
<br />lr
<br />lr
<br />tr
<br />S.
<br />13'
<br />9•
<br />IV
<br />7 1/r
<br />tr
<br />it
<br />(TOP)
<br />tr
<br />7 1/r
<br />tr
<br />tr
<br />Ir
<br />10 1/2
<br />13"
<br />0 i
<br />1 1
<br />1'
<br />Ir
<br />r
<br />5 (BOTIDMI)
<br />13'
<br />r
<br />Ir
<br />t3'
<br />Ir
<br />9 1/r
<br />Ir
<br />9 1/2'
<br />10 1/2
<br />7 t/2'
<br />13'
<br />Ir
<br />(BOTTOM)
<br />1r
<br />7 1/Y
<br />13'
<br />/r
<br />Ir
<br />10 1/2
<br />13'
<br />0 1
<br />t I/2
<br />8'
<br />I
<br />r
<br />6 (RIP)
<br />Ir
<br />S'
<br />13'
<br />1r
<br />6 t/2'
<br />13'
<br />6 1/z'
<br />7 i/2'
<br />S 1/r
<br />13'
<br />4 1/2'
<br />8 (TOP)
<br />-
<br />6 1/4'
<br />6 1/4'
<br />O 1/4'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />a 7/4'
<br />6 1/4'
<br />6 (HKSTT.^j
<br />-
<br />6 i 4•
<br />s 1/4'
<br />6 1/4'
<br />6 1/4'
<br />a 1/4'
<br />6 1/4'
<br />6 (BOTT.
<br />SM OW 11 FOR ANOOM APE s 3PAC•W FOR 11,61AILA3lows 11,110 WOOD MOC K%PN B.
<br />W YNMM MOOR WAMM NO MM M OM OWTlMla: AM Mo WW ON INS N61a U L FM Ea
<br />LESS I" BIoo m a smuu pBO" MOM WAMC W MAMXM 3PAOIre 9HOM4t a
<br />SC4EOLAE 6Y I E F0u=m FIC1m, no Im OPONAON 10 •E MS84L R1oucLD Iftwo
<br />OBTAINED 1N•H fACMR MU NOT K Use THAN WWWA SPM91O MOOM M MR EACH ANCHOR TYPE
<br />ON "0 s12RM1AE
<br />ANCHM TOE
<br />i/{•
<br />I/1'e
<br />i/r•
<br />1/41
<br />1/4'i
<br />t/♦'•
<br />Wsea1
<br />&I
<br />M MNi WOOS SPAC•L9 OS.4
<br />3
<br />3
<br />3
<br />2 11
<br />21/2
<br />Oy
<br />3
<br />MI
<br />r
<br />3
<br />311r
<br />3
<br />3
<br />a I/r
<br />3 1/4
<br />3 I/!'
<br />4
<br />ACM EDGE o �
<br />$ACTOR
<br />am
<br />on
<br />am
<br />3-
<br />tLs•
<br />nA
<br />-
<br />I:30
<br />-
<br />•.al
<br />3
<br />IA6
<br />Im
<br />•► SPACINGS ONLY 1611D WHEN SPACER IS USED Sff� #1 FOR MAX. A.S.
<br />DESIGN LOADS A MAX. PAFEl WHEN SPACER �1 „ USED.
<br />2514'
<br />PLATE
<br />L
<br />/4h TAP(
<br />WG10lL .
<br />I' is&
<br />TO CLASS.
<br />:TF#
<br />TON
<br />12)
<br />TLt L10.13 ■�
<br />R R OYD•.�
<br />s
<br />V MAX
<br />Y PNAl L.ETW't}#
<br />(SEE II.LIOmHON
<br />ON SHEET 12)
<br />m 1IMs 15 A 16 PER NRNORM
<br />APE • VOICINGfat misuaLA ow INTO
<br />'m Tom OULOM
<br />MtM1Y ANCHOR sIM S= NO 60MA
<br />EOOE d6TAM AM ICIOM ON EMS
<br />OM MME FOR E 6 LM THAN MDIGOED
<br />al sa®{RE mmucc ACNOII VACM
<br />BY MLWLVW s oom SNOW ON
<br />aa®ME BY THE FOLLOWINGFAc1oRs
<br />Fait IEW I OPMWni 1O Of POS
<br />RELM = WA= OBumm u3IO
<br />FMC7at LNALL NOT BELM AM•I
<br />M HLVU SPACING POCAM FOR EAON
<br />ANCHOR TYPE ON TttW SOMMU •
<br />A110 Im
<br />t 41r
<br />1110I
<br />Ieimm A1AYM 3PAOMt (
<br />3
<br />91�M1WSt
<br />3WgMlWtei
<br />t1w-•b ••.)
<br />C.WsI OAJ
<br />3
<br />PO
<br />3
<br />Al>M i �OW
<br />11411111101
<br />amE
<br />2 1/2'
<br />O,it
<br />s3o
<br />-r-
<br />3 ICY
<br />-
<br />.TH
<br />lON
<br />12)
<br />WALL MCXJNTNW
<br />SCALE 3/8-1-
<br />I
<br />I. INSTALLATION ARE ONLY VALID FOR MAX. S.S.D.
<br />DESIGN PEE RATINGS (p•s.f) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO 13E SOUTHERN PIKE No $ W/ SPECIF
<br />006" OF 0.55 OR EQUAL.
<br />i/4•s TAX
<br />ANCHOR t
<br />7ELILL.&
<br />A
<br />A.S.D. DESIGN LOAD
<br />EE4IWIRRA PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8"
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />5-10I
<br />4 MAX PANEL IENGTFIS ARE Y VALID FOR INSTALLATIONS
<br />W/ SOW SET ANCHORS do W/SPACER AT 12 1/2' D.C.
<br />FLORIDA BLINDING CODE Non 14119h Vd liuMoana Zons)
<br />F '•, •
<br />*am ¢1R'q Ac
<br />24 GAGE GALVANIZED STEEL STOW PANEL
<br />ESL.
<br />=
<br />t26mt r.
<br />avem
<br />(6 : *=
<br />IL. E C O Eslc.
<br />6
<br />PROTEIiOt„ PRODUCTS.
<br />a'W6 Pi S1tf4
<br />P 4
<br />fA11. M M. 1rl •AMnR A
<br />n...: p•• a w Ors gll4ia-Am
<br />wlalc (M4MMM•7M14 fMt• h88QW1-•,a7
<br />19-022
<br />OUIM Apt
<br />a• .to I
<br />>I�T 10 O tt
<br />1' M•L
<br />PARA7O1
<br />O aLAS&
<br />2'34-
<br />PLATE
<br />RECAP
<br />CONCRETE 9
<br />FLORIDA N)RDING cow
<br />�•II FLORIDA BULDING LODE Non Nft1qh vatioaffy Nu no Zone
<br />d0, 44157•HwM 71 ma 2 e 24 GAGE GAL.VAIMZE'D STEEL STOW PANEL tMwFA .
<br />IL ECO1wc. P�C1 ��• �• �/am1
<br />s
<br />Tzar cow!MIL FL 3
<br />wt. �..... Q�� AIL 3•\ � r 3+6 wlwt ��e11sr 15-022
<br />'V%! AYw < Pe9 m-•••. w.. Pq ir-.w RnIFa (•N)Mh7MNA fm paQ6•i-t761
<br />I ... �.. : .,. �.. ..i aMlsl6 ttc
<br />ML719M A RI/F J; l.L • vw to 6r to
<br />efr
<br />OF
<br />MAX A.S.D.
<br />DES"
<br />P
<br />MAXYUM ANCHORS SPACING FOR FJ. - AS SHOWN ON SHEETS 6 ! 7
<br />/PFRlCABLE
<br />a ANr
<br />THEY
<br />MA1aRlM
<br />PANEL
<br />lJ ')THH
<br />TAPCDN
<br />UVG SCREW
<br />FE71 II
<br />P I
<br />PLUS
<br />WOOD 6USHNG
<br />1Y
<br />1r
<br />13'
<br />Ir
<br />13•
<br />W (Top)
<br />it
<br />lr
<br />13'
<br />Ir
<br />IS*
<br />iW (OMM)
<br />5'
<br />OR
<br />LESS
<br />a l!r
<br />6 1/2'
<br />6 1/2'
<br />6 1/r
<br />a 1/2-
<br />(TOP)
<br />-
<br />-
<br />a t/4-
<br />12 t/r
<br />a 1/4'
<br />(BOTT.•)
<br />Ir
<br />r
<br />r
<br />!r
<br />-
<br />(100)
<br />MOTW
<br />Ir
<br />13,
<br />13,
<br />1rE13
<br />(TOP)
<br />OR 45
<br />LESS
<br />it
<br />Ir
<br />13'
<br />tr
<br />00,111
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />13"
<br />IrtW
<br />(BOSOM)
<br />8 1/2-
<br />6 1/2'
<br />a t/2'
<br />6 1/2'
<br />(TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/r
<br />(bINT.♦)�1/2'
<br />4'
<br />6 1/2'
<br />/2'
<br />(TOP)
<br />14"4
<br />t/2'
<br />4 1/2'
<br />7'
<br />T3.
<br />(60gT0Y)10
<br />l/r
<br />1 1/r
<br />12"
<br />12,lY
<br />tY
<br />13'
<br />13"
<br />(BOTTOM)
<br />MAX. ASO.
<br />DESIGN
<br />PRESSURE
<br />MAXaol1M ANCHORS SPACING FOR E.D. - AS 94 MM ON SHEETS 6 3 7
<br />APPLICABLE
<br />10
<br />COME! O a A1N'O
<br />OF 1lEJN
<br />1NM7WIM
<br />PANE7.
<br />1- LDK'
<br />TAPCDN
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE D
<br />PA EIINTE
<br />PLUS
<br />is,
<br />Ir
<br />13•
<br />Ir
<br />13'
<br />111 tiDP)
<br />13,
<br />Ir
<br />tr
<br />Ir
<br />a'
<br />TW Cem►a4
<br />4 1/2'
<br />a I!r
<br />a 1/2-
<br />6 1/2•
<br />s
<br />To
<br />+75, -75
<br />-
<br />-
<br />6 1/4•
<br />12 1/2
<br />a 1/4`
<br />2w (ROLL')
<br />51-W
<br />IEESSS
<br />r
<br />7 1/2•
<br />8•
<br />8'
<br />-
<br />(TOP)
<br />/r
<br />it
<br />13'
<br />13"
<br />Ir
<br />411 (l0F)
<br />13'
<br />tr
<br />13,
<br />13,
<br />13'
<br />• ( FM*
<br />Ir
<br />13'
<br />it
<br />13-
<br />IV
<br />lW (COP)
<br />l3-
<br />13'
<br />tr
<br />13'
<br />a 1/4"
<br />IW (SMON)
<br />6'1/2'
<br />20 (TOP)
<br />>5ro
<br />r-5•
<br />-
<br />-
<br />6 1/4-
<br />12 1/2'
<br />6 I/4'
<br />(OW-1)
<br />4 1/r
<br />5-
<br />7 1/2'
<br />7 1/2'
<br />(COP)
<br />S'
<br />S 7/2"
<br />8'
<br />6'
<br />-
<br />3W (BOTTOM)
<br />Ir
<br />12•
<br />Ir
<br />IY
<br />5 1/2-
<br />(1t1P)
<br />it
<br />13'
<br />sr
<br />1r
<br />le
<br />(tHOrtaHN)
<br />' SEE TABLE j1 FOR MAX. A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER 6• SEE TABLE 11 FOR MAX. A.S.D. DESIGN WADS A MA)k PANEL LE?I(.RHS WHEN SPACER IS
<br />USED. CORRESPONDING ONLY TO AL70 MTE 2W' ON SHEET 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W CN SHEET 6
<br />u
<br />TABIfi
<br />$lit s
<br />A.S.D. DESIGN LOAD
<br />MAI PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5'-110-
<br />A VAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PAMR. MATE AWLE ID OR PANEL MATE PLUS
<br />ANCHORS W/ SPACER AT 12 1/2- O.C.
<br />•
<br />•• / •\ c +:
<br />•, car � •. ,
<br />r: :
<br />r1/1,11
<br />©
<br />o
<br />a
<br />♦.,
<br />`�
<br />six 31RLIS Is a I FOR Amc.CRs RIPE t s► omo Ra
<br />MNsuiLARM slro W00o NINE awilm
<br />UBMW ANCHOR SPAOM n AND NDO" III aSfANCE
<br />ARE NOrA= ON THIS SOMMUL FOR ED. LOS TWIN
<br />MOMAlEO di SCAEW,E R�VVCE ANCHOR •PACMc BY
<br />WL1PL21N0 1MAC1110 !HIRE ON 3CHMMU 8Y TIE
<br />FLIU YAM F3clORi Pat THIS CPE11A11ON TO OE
<br />NEVLM 3FMCt10 OWAMM USING FX M SFNLL NOT BE
<br />LOS THAN hOftMM 9MM M OCAIM FOR EACH ANa10R
<br />TYPE ON Im 924DULE
<br />MRCS TOE
<br />1/4!.
<br />1/41
<br />MEBr MAIM VACM e a
<br />3
<br />3
<br />4M�rlMp•
<br />L>v01•Ia H•13
<br />1
<br />3
<br />M•n•a1MuR
<br />mmm. ANk 0.)
<br />1
<br />3 1/2
<br />lMIIML IIiM� O
<br />•HONOR
<br />-
<br />x t/r
<br />a•I
<br />-
<br />s
<br />a��II�N�llli !'
<br />Imo._ a1
<br />JJ_L JJ_LLJJILLJJ_L J1LLJ L111LLJJ_LLJJ1 1JJ_L1JJ
<br />e e e a e o s •
<br />r Max SEE NOTE 4 r Ym.
<br />TOTE 3 ANCHORS 31
<br />-----.--(SEE sEcnON EZ1 a AL'ENOOK EZiW ON SHEET Is) -
<br />EZt/18.
<br />EZi W/18
<br />IXPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL Q SYSTEM (t)
<br />,P
<br />17.1-t \ ]t�1RRT�
<br />'L" MLAX.
<br />PANEL LENGTH
<br />(SEE FI.Ewilim
<br />ON SHEET 12)
<br />BtRLDIND CODE
<br />CODE (Non Mah VI HuTTttwns
<br />* LAST PANEL) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PRWDED W/ REAR HANDLE TO FACII INSTALLATION E INTENDED
<br />TO DE INSTALLED FROM ASIDE OF STR11CTuRE.
<br />1T�
<br />w- OEFINITtON ,]F E-Z HANG STORM PANEL SYSTEM
<br />OONSISTINO PO nt. TRACKS TOP 3 BOTTOM.
<br />(2). END PANELS SHALL ALWAYS BE COMM TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR®SH,L BE PRWDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS AiE CONNECTED TO BOTTOM TRAM CONNECTim
<br />NUT ORI l/4�'elt3%4' III THUMBSCREW INTO r/� /BOTTOM
<br />32' WING
<br />TRACK. L OCAT)ON OF FASTENERS MAY BE AT M ER OF TWO
<br />EMERtOR FLAT FLANGES OF END PANEL
<br />(4). rBOTTOM
<br />� ry.TtAT PBS Y USED AT TOP) ANOT CONNECTED TOLEAST TWO
<br />PANELS 51HALL BE 7XMIN6CTfi0 TO BOTTOM TW L`K USCG SPECS
<br />INDICATED ON NOTE (3) ABOVE_ N SUCH CASE• CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL. LOCATION.
<br />t INSTALLATIONS ONLY WILD FOR WIND
<br />SPEED UP TO 14D m.p.h.
<br />(SEE SECTIONS s: A ARNATNE5 ON SHEETS 13.14. 15 &16
<br />3' MAXR-1A/13.
<br />R-2AJ13, R-3A/14,
<br />R-iB/13. R-YB/13. R-3f8/1i,
<br />r.
<br />'•
<br />R-tAW/i.% R-2AW/15. R-3AW/18.
<br />R-1(RM/1% R-29N/iS, R-3BMl/16.
<br />O O O
<br />O O
<br />T
<br />-�'�-•
<br />}
<br />; 3
<br />2
<br />- i 1 4 f-2CAt1' SS B0.TS i
<br />- T•'
<br />i FOR PANEL LENIGiN i
<br />Jj
<br />PANEL LENGTHI
<br />am r- n
<br />RErdKAR ANFL
<br />III
<br />-._.._..L._.
<br />Ali
<br />.......-.- --
<br />ov t7MF7ttAP ►aD4a-L81CM BOLT)_-.-.-
<br />7-t' 0 4641A
<br />PA? EL
<br />-64A P."
<br />wo "so MD PANEL IBM DOLT)
<br />A
<br />0 l
<br />k
<br />A
<br />USE r-e ML panUum
<br />' S.S. BOLTS W
<br />�.
<br />AT ALL
<br />l
<br />!
<br />VIN
<br />f
<br />_ ___ $f IIQTCIi€S AT SITW
<br />0'
<br />9
<br />D.�r..o.
<br />iv
<br />PANEL BOTTOM COWERS
<br />O
<br />Or©
<br />1
<br />W,N9 NUT AT
<br />NUT AT
<br />NOW PANEL
<br />NSULlAT10FIS ONLY VALID FOR tA10
<br />3• MAX.
<br />t• YW
<br />LET PANEL
<br />R-1A/13. R-2A/13. R-3A/14.
<br />R-i111/13. R-28/13. R-38/14,
<br />1
<br />t' Mwi. SPEED UP M 140 m.p.h.
<br />R-tAIII R-2AW/15, R-3AW/16.
<br />R-iBW/13. R-2811 R-30114I
<br />. (SEE N7C1 m 4 ALivap"£S ON WAM 11 1C
<br />15 *10)
<br />1/4- MAX. OAP
<br />LIFE SAFETY STORM PANEL_QD ELEVATION
<br />(t)
<br />SOME 1/4'-1'
<br />I
<br />2-887'
<br />RFIGM/IR
<br />STW6i
<br />PAtLEI. (Wk O,WBIP -1 MOLE Wl1EYj
<br />SHOMI PALL
<br />--- ---_ -=_-= --�
<br />,
<br />1/4-
<br />------------ -- uaueos-»=-_-__a.ao====0-_-
<br />------
<br />____=_=__-`-ce_
<br />---
<br />'
<br />MAX
<br />;
<br />LIFE SAFETY PANEL
<br />/jH"h
<br />FIORR)A
<br />BUILDING CODE 11 VWI HNN•Aoone Zone
<br />CYTERJOR
<br />iCii!]L3CLL
<br />F '
<br />•sml slLsa MC
<br />24 CAGE WLYAMM STEEL STORM PANEL ru
<br />OrAm f
<br />-
<br />!L E C O LLEE.
<br />CLOWL �C'+ PMWRWOS, U' o •
<br />SECTION A -A
<br />SCALE 1 4•w4'
<br />!
<br />3/ s rM�FW. a01NR1MY,�,
<br />O _ sit a•► s► At !•rw sM�t A
<br />,L�, $ Rw• . P•F or -Is . 1r1: P.M wr-wr
<br />wNaC L@BMM6-ma, FAte ( WOU-SM 15-022
<br />. •. • L P
<br />r-i NA.••eae-
<br />••t al s� .. . �.� iM1MWN •..
<br />p
<br />wt1B1A
<br />"WIN
<br />'° a'^ _ _ 13Nif is ar l•
<br />ANCHOR t >Y O.C.
<br />5TAOCEREO W/ Sm
<br />s••4.1•OOD
<br />\ •► 1�acelm I 11 1 lj%
<br />.illy _'• gill
<br />?0,00 w0lom
<br />IILIIT>N /L'A`Tllll/LIIIOdG L•
<br />PANEL LENGTH
<br />OM ELEVATION
<br />N SEVER 12)
<br />U 2x4' WO
<br />FLAX
<br />TIPCON REAIRRED
<br />RED W/ aw
<br />WOO
<br />�A♦
<br />WALL NOUNTIM
<br />SCALE 3/6-t'
<br />1. INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p s.f) AND PANEL LD407M AS
<br />PER ELEII IpN ON SHEET IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN POE No Z W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />1/4-0 TAPCDN
<br />ANCHOR O Cr
<br />SEPIRA1Hp
<br />To CASs.
<br />1/4-4 TA -CON y
<br />ANCHOR . ,r O.C.
<br />WALL MOUNITIMI
<br />SECTIPM EZ1
<br />SCALE 3/8-1•
<br />a.
<br />i
<br />POURED
<br />E OR
<br />E BLOCK
<br />ALUMINUM POP
<br />MAX.
<br />PANEL LENGTH lit
<br />_eon• � .,
<br />HIR FA
<br />NPAM
<br />6W1»
<br />t'
<br />(SEE 1
<br />1 ON 9
<br />34 Alt 149.
<br />•067M
<br />♦ I2 1 aG
<br />TAPCDN 2`t4'
<br />R t r O.C. PLATE
<br />REOUM
<br />TIN I
<br />ION
<br />12)
<br />FWD l -
<br />• WC N
<br />�� ME SPA
<br />WALL WIMMM
<br />SCALE 3.1"l-
<br />FL.ORIDA BUILDING CODE Non Ve Hureteans Zone
<br />E 1f 441 t
<br />% D ..... ��4''
<br />.ssro nacq rl
<br />LIE C O ERa.
<br />24 GAGE GALVANIZED STEEL SlDi41 PANEL
<br />fAl
<br />W M•t an
<br />GLOB& PI ITICTI N FWXWM LM
<br />4Mm nik &AL M STRW
<br />Mwtc (M6M)Mt�i�7 0. 4(i.)Mt►•t79F
<br />.a/am`
<br />'�41 �RMM �t�a
<br />w..2:"M`oMn Mir rpMl sn-A
<br />Ai(Oa0t7t.•• ►.E
<br />15-022
<br />MR61•t r
<br />�,. �r . rs
<br />at
<br />ale ar♦v a -
<br />>•QI Is S N
<br />WALL MOUNTING
<br />ALTERNATIVE M W
<br />SCALE 3/8-1'
<br />7H o
<br />) nQ
<br />W
<br />c-
<br />CO O }.
<br />2
<br />Q O Q
<br />.� V �
<br />^^''
<br />O � W
<br />o
<br />C O LL
<br />.� -O O O
<br />E L
<br />1`
<br />cu
<br />F- cn Q
<br />cn�i
<br />�
<br />N
<br />cu
<br />>
<br />O
<br />IL
<br />U
<br />AO
<br />l✓ J
<br />ca
<br />w
<br />2
<br />Q
<br />Z
<br />Z
<br />Q
<br />.__I
<br />SHEET NO.
<br />SH
<br />1,5
<br />
|