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<br />op4NING WIM) al �rnob F9MME ACQUIRED A � 1,;
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<br />X B4O.DISTANCE
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<br />- 11 : 1! = FLORIDA BUILDING CODE Non High VrIaCil HMTTicclla Your
<br />SASE E iPLAN ' CASE F (LAN ®@q2 Tom,#IC 24 64E GALVANIZED STEEL STORM PANEL 'A
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<br />(VAUD ONLY FOR PANEL 1(DINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX ASD.
<br />DES"tEINAI
<br />PRESSURE
<br />(P•e.f.j
<br />MAXIMUM ANCHORS SPACING FOR CO. - AS SHOWN WI SHEETS 6 & 7
<br />APPLT0CA8lE
<br />• �1'
<br />OF.11"
<br />tAM(BAUM
<br />PANEL
<br />TAPCON
<br />LAID SCREW
<br />PSI
<br />FEMALE dl
<br />�TE
<br />PLUS
<br />WOOD BUSHING
<br />_ST
<br />13'
<br />1J`
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<br />23.
<br />IE
<br />it
<br />13'
<br />7Y
<br />is,
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<br />a i/2'
<br />a 1 2°'
<br />6 t/2`
<br />6 1/r
<br />a 1/2"'
<br />(1(W7
<br />-
<br />-
<br />a 1/4`
<br />12 1/2'
<br />6 1/4`
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<br />13 _ :
<br />13"
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<br />_l
<br />(lop)+40,
<br />-45
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<br />--..
<br />(BOTTOM}
<br />13•
<br />13`
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<br />13•
<br />a 1/2`
<br />W
<br />13•
<br />13`
<br />13"
<br />13"
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<br />5 1/2-
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<br />6 lIr
<br />61/27
<br />61/2'
<br />(TCP)
<br />-:
<br />.-
<br />- 6 Ile
<br />12 1/2'
<br />6 Ile
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<br />;.w-O-
<br />70
<br />4 1/2"
<br />1 4`
<br />6 1/2^
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<br />14r•
<br />4 1/1'1
<br />4 1/2"
<br />7"
<br />'.. 7'
<br />-
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<br />10
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<br />12"
<br />4`
<br />(top)
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<br />rY
<br />13•..
<br />a I
<br />pw (BOriaM)
<br />+ �1 FOR MAX. A.S:D. DESIGN LOADS & MAX. PANELLENGTHS WHEN SPACER IS
<br />USED, CORRi&PDN(XNG ONLY TO ALTERNATE 2W ON SHEET 6
<br />SEE TABLE
<br />1N4-0 TAK
<br />ANpwR 0
<br />t/4'r PANT
<br />ANCHOR .
<br />MAX. A.S.D.
<br />DESSS(ViPE.:
<br />RATING
<br />MAI MMMI ANCHORS SPACBIG FOR CD. - AS SHOWN ON SHEETS a a: 7
<br />AF4><.MAKE
<br />TO
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<br />t TEM
<br />MAxfl2UM
<br />PANEL PENGTH
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<br />(N.)
<br />TAPCON
<br />TAG SCREW
<br />PANELMATE
<br />FEMALE ID
<br />RVNEUOITf
<br />PLUS
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<br />1Y
<br />137
<br />13'
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<br />it
<br />Iw )
<br />t37
<br />Ir
<br />13"
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<br />a
<br />Iw (B mw)
<br />6 If2"'
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<br />6Y/2'iw
<br />Dbp1
<br />-
<br />-
<br />6.1/4'
<br />121/2•
<br />6 1/4'
<br />1/2"
<br />-9'
<br />a"
<br />^-mm
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<br />a"
<br />8'
<br />9'
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<br />_
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<br />13'
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<br />IBA
<br />W )
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<br />13,
<br />IS'
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<br />6 1/'2-
<br />s if2'.
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<br />6 1/1-
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<br />12 if2`
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<br />(aOTi:)
<br />3 Y0�
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<br />7 1/2'
<br />7 1/2'
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<br />-
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<br />(TOP)
<br />I3'
<br />Ir
<br />13`
<br />15'
<br />lb`
<br />4W
<br />' SEE TARX 11 FOR MAX. A.&D. DESIGN LOADS & MAX, PANG. LENGTHS WI EN SPACER �S
<br />USED, CORRESPONDING. ONLY. TO ALTERNATE 2W ON SHEET 6
<br />4�i,i►
<br />A
<br />A,%D DELI LOAD
<br />MWM PANEL
<br />LDWIII
<br />40 PSF OR LESS
<br />6'-0,
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF -TO 60 PSF
<br />W -10
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE WAALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ SthAWiA7Na 1/2- O.C.
<br />Its
<br />• �f f •L i, ..•i • A_• :
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<br />1
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<br />UMTPLYNp SPACING %OWN WI SC7IEDOLE 9Y THE
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<br />MRIdPANEI. G) IRMUBANS IM QQHMIE & ONCPE E Blc
<br />(VALID` ONLY FOR, PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX,. AS.M
<br />DFSG7N
<br />pRFSSURE
<br />RA11NG
<br />(P.e.IJ
<br />MAYWAII4 ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW F
<br />+
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<br />'• SPACING ONLY VNA WHENIS USED. ; T #1 FOR tAAX. AS.D.
<br />DESIGN LOADS & M+X PANEL. VFHf7D SPACER USED..
<br />a=
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<br />ASA. DEM LOAD
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<br />LENGTH
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<br />6'-2'
<br />> 50 PSF TO SO PSF
<br />V-10•
<br />A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ 0A SPACER AT 12 1/2' D.C.
<br />(SEE SECTIONS & ALTETRMTNES ON 94MS 13, 14. 15 *16)
<br />� r VAX. It -will, R-2A/13 R-3A/14N R-18j13 R-28/13, R-30/14. J` IAHc
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<br />or
<br />l+l
<br />( 0
<br />0 0
<br />0 0
<br />1 4`0-20s1" S.'S: BOLTS,
<br />(USE FOR PANEL LENGTH - 1 i { a I MAX
<br />11 ; 6 1.:,,' I I OVER 7'-5'") I j f J ' .I ��,. :
<br />PANEL. LENGTH
<br />i RcUUvt StnRM PAN1] REGULARsr3RM PANEL i e' a' a , ab Pa r,
<br />: I
<br />1 ', I ; i. (/ OMILAP PANEL LENGTH t)
<br />_j W r
<br />LIFT SAFETY SMIRM PANEL r 71-6M. iBD.R -34A p.@:f.
<br />(WIN OVERLAP MID PANF3. IFHGiFISIXt)
<br />A' � ! t. ,_�,• i 1 t ... LOSE 2' -W INN. PANM LENGTH
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<br />�1 i
<br />( I
<br />i II T A EA, O
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<br />t : I
<br />I 1
<br />t 4 I a
<br />1
<br />.._TOM O LIFE sAFii1N'""i.._-k
<br />PANEL BOTTOM COFtMERS
<br />..�. : L-OVERW•, O4ERi;Ap
<br />Of WING NUT AT "m NUT :AT
<br />�
<br />r MAX LEFT PANEL RIGHT PANEL 3 MARS F NSFlSLATIONS ONLY tPAI#1 FYfR WIND
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<br />R-1AW%15, R-2AW/15. R-3AW/i6. R-•18W115. R-20W/15, R-30YF/16,
<br />(SEE SECTIONS 4 ALTURNAMViS ON SHEETS 13. 14, 1a
<br />LIFE SAFETY STORM PANE,�,,,�{ E}EYATIQN (t) " r
<br />SCALE 1/4-=1' ,.� REGULARff
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<br />1, INSTALU+TION ARE ONLY VALID FOR A.S;O. DESIGN
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<br />PER ELEVATION ON IL
<br />2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD
<br />.5 OR EOIiAL.ERN �NE No Z,. W/ SPECIFICDNSAt1' O7 0
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<br />MAX:. A4.0,
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<br />PRURE
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<br />(OXI')
<br />MAXNAUN ANCHORS SPACING FOR INN E.O. PER SCHIODUL£ BEILMIE55FEW"
<br />MAXItAUN
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