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<br />A. e n
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<br />MAN NIUM ANCHORS SPACNC FOR W E0. PER Spmu 9ILOW
<br />APPUCABIi
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<br />MAXIMUM
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<br />13'
<br />11•
<br />13•
<br />13'
<br />13'
<br />13'
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<br />13'
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<br />�-75
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<br />t3`
<br />e'
<br />13'
<br />t0 1
<br />,3"
<br />e 1
<br />ls'
<br />a i/Y
<br />7 ,
<br />b 1/2'
<br />13"
<br />4 tjX
<br />i (1
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<br />LESS
<br />13'
<br />If-
<br />13'
<br />13'
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<br />13•
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<br />it
<br />10•
<br />1 (80T1011)
<br />it
<br />a 1/r
<br />it
<br />tr
<br />it
<br />9'
<br />13"
<br />9'
<br />10'
<br />7 1/r
<br />it
<br />e'
<br />I (807i0N)
<br />Ir
<br />11•
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<br />it
<br />it
<br />tr
<br />it
<br />it
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<br />it
<br />it
<br />to'
<br />2 (TOP)
<br />1J'
<br />S'
<br />it
<br />to 112
<br />or
<br />a 1/r
<br />IJI
<br />6 1/2'
<br />7 fjr
<br />5 1/r
<br />IY
<br />4 1/2-
<br />2 (Flip)
<br />it
<br />it"
<br />Or
<br />13'
<br />it
<br />1S'
<br />13•
<br />is,
<br />13"
<br />12'
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<br />la•
<br />2 (BDiTCM)
<br />131
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<br />it
<br />it
<br />Ir
<br />9 1/2•
<br />Ir
<br />9 1/2•
<br />10 1/2
<br />7 1/2'
<br />it
<br />6 fjr
<br />2 (901110AN)
<br />13•
<br />if'
<br />13'
<br />13'
<br />13'
<br />13'
<br />tJ'
<br />iJ'
<br />1J'
<br />12'
<br />13'
<br />10'
<br />3 (TOP)
<br />Ir
<br />7'
<br />I-r
<br />it
<br />iS
<br />9 ilr
<br />it
<br />9 1/2'
<br />o 1/2
<br />7 1/2'
<br />13"
<br />V
<br />3 (iop)
<br />-
<br />-
<br />2 11r
<br />12 t
<br />6 1/4
<br />I 6 1/4'
<br />12 1f2
<br />2 1
<br />-
<br />-
<br />6 1j4.
<br />6 i/4'
<br />3 (B0N1 W
<br />-
<br />-
<br />12 I
<br />2 1/2
<br />If 1/4•
<br />6 1/4'
<br />12 1/2
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />16 1/4'
<br />T (90Ti01f)
<br />K
<br />Y
<br />9'
<br />r
<br />!Y
<br />a'
<br />Ir
<br />8 fjr
<br />r
<br />6'
<br />I a'
<br />14 i/r
<br />4 (TOP)
<br />7'
<br />31
<br />a•
<br />s 1/r
<br />71
<br />3 I/r
<br />aY
<br />4
<br />4 1/2'
<br />Y
<br />6 fjr
<br />2 1/2'
<br />4 (TOP)
<br />tl
<br />-
<br />4
<br />-
<br />r
<br />-
<br />6'
<br />6•
<br />NY
<br />-
<br />6'
<br />-
<br />(N3ORotA)
<br />8'
<br />-
<br />6 1
<br />-
<br />8' .
<br />-
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<br />13,
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<br />13'
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<br />/3'
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<br />to'
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<br />a t/r
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<br />13•
<br />13'
<br />r
<br />Ir
<br />V
<br />le
<br />7 1/2•
<br />it
<br />6'
<br />(TOP)
<br />tr
<br />it•
<br />,r`
<br />i3'
<br />l3'
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<br />IF
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<br />it
<br />t0'
<br />OwTmo
<br />Ir
<br />r
<br />13'
<br />13'
<br />Ir
<br />9 1/2'
<br />tb•'
<br />9 1/2'
<br />10 t
<br />7 1/2:
<br />is'
<br />6'
<br />5 (Wnw
<br />Ir
<br />/i'
<br />it
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />12•
<br />W'
<br />IV
<br />a
<br />Ir
<br />5'
<br />it
<br />10 I1r
<br />it
<br />6 1/r
<br />13'
<br />6 1/r
<br />7 i/r
<br />S Wr
<br />/3'
<br />4 1/Z'
<br />6 (TOP)
<br />-
<br />-
<br />a 1j4
<br />6 1/4
<br />8 1/4"
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 I/V
<br />a 1/4'
<br />a (80TT.4•)
<br />-
<br />-
<br />6 1/4'
<br />6 1/4•
<br />6 Ij4
<br />6 1/4
<br />a 1/4
<br />6 ilV
<br />-
<br />-
<br />61/4'
<br />6 i/V
<br />6 MOTT.-)
<br />IF
<br />7 1/2'
<br />13'
<br />13'
<br />tS`
<br />t0'
<br />13'
<br />10'
<br />11'
<br />6'
<br />t3'
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<br />r'
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<br />tot
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<br />6 ij2'
<br />13'
<br />a 1/r
<br />7 1/2"
<br />S t/2•
<br />it
<br />4 1 '
<br />t (Tap)
<br />�• -
<br />1O
<br />Ir
<br />7 1/2-
<br />Ir
<br />ts•
<br />I it
<br />10 11r
<br />73'
<br />10 1
<br />1 J1r
<br />III
<br />it
<br />r
<br />1 (9011113)
<br />Ir
<br />a fjr
<br />13•
<br />Ir
<br />Ir
<br />9'
<br />it
<br />9'
<br />fir
<br />17 tlr
<br />it
<br />r
<br />t (so roY)
<br />it
<br />7 tjr
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<br />-ir I
<br />it
<br />IV
<br />tr
<br />t0'
<br />it'
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<br />ir Is
<br />I/r
<br />2 (TOP)
<br />Ir
<br />V
<br />13•
<br />ICI 11r
<br />13`
<br />6 fjr
<br />it
<br />6 t/r
<br />7 I)T
<br />15 1/r
<br />t3'
<br />4 fjr
<br />2 (TOP)
<br />1r
<br />7 t/r
<br />i3'
<br />t3'
<br />it
<br />10 1
<br />13'
<br />0 t
<br />1 11r
<br />r
<br />13' 1
<br />7'
<br />2 (BOTTO9Q
<br />tr
<br />r
<br />Ir
<br />it
<br />Ir
<br />9 1/2•
<br />is'
<br />9 1/r
<br />10 I/rj
<br />7 t/2'
<br />Ir
<br />6 1/2*.2
<br />(BOTTOM)
<br />13"
<br />7 1/r
<br />IriT
<br />f3'
<br />1
<br />tY
<br />0 i
<br />t 4
<br />!Y
<br />13"
<br />r
<br />3
<br />13•
<br />r
<br />13'
<br />tY
<br />IS'
<br />9 t/r
<br />tr9
<br />1/2*
<br />10 1/1`
<br />7 1/2'
<br />Ir
<br />or
<br />(TOP)
<br />-
<br />-
<br />12 11r
<br />12 1
<br />9 1/4'
<br />6 1/4'
<br />12 1/r
<br />6 1/4"
<br />16
<br />t/'r IS
<br />1/4'
<br />3 (TNOTTW)
<br />-
<br />2 i/
<br />2 11r
<br />6 1/4.
<br />6 t/4'
<br />!!_I
<br />6 1/4•
<br />-
<br />-
<br />6 Ile
<br />6 1/4
<br />3 (Bono)
<br />7 1/r
<br />3 1/r
<br />e•
<br />r
<br />7 tjr.
<br />4
<br />r
<br />4 1/2'
<br />S'
<br />3 1/r
<br />r
<br />r
<br />4 (TOP)
<br />7•
<br />r
<br />r!•
<br />5 1/2-
<br />r 13
<br />!/r
<br />8'
<br />4
<br />4 1/r
<br />Y
<br />6 f j2.
<br />2 1 jr
<br />4 (TOP)
<br />V
<br />-
<br />Y
<br />-
<br />lr
<br />-
<br />e•
<br />-
<br />6'
<br />-
<br />e•
<br />-
<br />4 (90111014)
<br />111
<br />-
<br />6 1 jr
<br />-
<br />e'
<br />-
<br />B'
<br />-
<br />5 1/2'
<br />4 (BOTTOM)
<br />Ir
<br />7 112'
<br />1r
<br />1S'
<br />it
<br />0 1
<br />13'
<br />0 1
<br />1 1
<br />8•
<br />is'
<br />7'
<br />5 (TOP)
<br />ur
<br />6 1/r
<br />Ir
<br />IS
<br />13`
<br />9'
<br />Ir
<br />9'
<br />fir
<br />7 1/r
<br />it
<br />Ir
<br />(TOP)
<br />13'
<br />7 1/r
<br />it
<br />Ir
<br />13'
<br />10 t/2
<br />13'
<br />0 4
<br />1 1
<br />8'
<br />13'
<br />r
<br />5 (BOTTOM)
<br />13"
<br />7'
<br />13'
<br />13'
<br />13'
<br />9 1f2'
<br />13'
<br />9 1/2'
<br />10 1/2
<br />7 1/2'
<br />f3'
<br />6•
<br />s CBGTTaEH)
<br />7 1/2'
<br />tY
<br />13'
<br />.r
<br />0 /
<br />13'
<br />0 /
<br />1 1J2
<br />6'
<br />tY
<br />r
<br />6 (mP)
<br />1J'
<br />S'
<br />13'
<br />ts'
<br />6 /
<br />13'
<br />6 t/2'
<br />7 1/2'
<br />S 1/2'
<br />Hs•
<br />4 1/2'
<br />6 (TOP)
<br />6 1/4
<br />6 i 4•
<br />a t/4•
<br />6 Ij4•
<br />-
<br />e If4'
<br />a 1j4
<br />6 (BORE
<br />a 1 4'
<br />6 1/4'
<br />6 i/4'
<br />6 t/4'
<br />v
<br />t)' f 4'
<br />6 1/+'
<br />6 (B0R!')
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<br />MINIMUM ANCHOR 9MfJB Oe-)
<br />3
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<br />SCALE 3/8-1•
<br />1. INSTALLATION ARE ONLY VAUD IN MAX. ASD.
<br />OESFGN PRESSURE RATINGS (p.s t) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET It
<br />2. FOR PHEW WOOD FRAME CON5IRUCnow WOOD
<br />MEMBERS TO BE SOUTHERN PINE No Z W/ SPEW
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<br />> 40 PSF TO 50 PSF
<br />6'-2.
<br />> 50 PSF M 60 PSF
<br />5'-10•
<br />A MAIL PANEL LENCiHS ARE ONkY
<br />VALID FOR INSTALLATIONS
<br />W/ STOLID SET ANCHORS do W/
<br />SPAR AT 12 1/2' O.C.
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<br />APPLICABLE
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<br />13"
<br />13"
<br />t3•
<br />13'
<br />i3'
<br />IS, (TOP)
<br />13'
<br />it
<br />13"
<br />Ir
<br />_
<br />t3'
<br />iw (Borrow)
<br />A Ile
<br />4'A.
<br />6 l/2•
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<br />6 1/4"
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<br />9"
<br />8'
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<br />13,
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<br />13'
<br />13"
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<br />13'
<br />13'
<br />13'
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<br />6 1/2-
<br />6 t/2'
<br />6 t/r
<br />6 1/2•
<br />6 1/2"
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<br />-
<br />61/4'
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<br />M"
<br />TO
<br />4 t/2'
<br />4 lIr
<br />7'
<br />311 (60TTCA)
<br />t0 Ile
<br />1f2'
<br />12'
<br />IV
<br />4'
<br />(Tap)
<br />13,
<br />t3'
<br />13'
<br />13•
<br />9 1/2'
<br />MAX. A.S.D.
<br />QESIGt/
<br />PNATM EE
<br />(P.s.f.)
<br />HAXaIUY ANCHORS SPACING FOR E.D. - AS SINOWN W4 SRMTS 6 t 7
<br />E
<br />To
<br />f A If
<br />OF THEM
<br />MAxwum
<br />PAN&
<br />LENGTH
<br />00
<br />TAPCON
<br />LAG SCREW
<br />PAIELMATE
<br />FEMME ID
<br />PMEL.MATE
<br />PUNS
<br />WOOD AFSING
<br />13"
<br />13'
<br />13"
<br />it
<br />13,
<br />IS (TOP)
<br />Ir
<br />Is,
<br />13'
<br />131
<br />8'
<br />IV (BIT *
<br />6 1/2•
<br />6 Ijr
<br />6 tlr
<br />6 1/2`
<br />8 t12•
<br />2W CBEs)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />1 a 1/4•
<br />2e (par-)
<br />6'-O•
<br />7-
<br />7 1/2"
<br />a
<br />6•
<br />-
<br />3w (Pop)
<br />aR
<br />1.E55
<br />7 1/2-
<br />6'
<br />E'
<br />6`
<br />-
<br />JR (BOYfO1Q
<br />Ir
<br />f3'
<br />13"
<br />Ir
<br />13'
<br />9 M
<br />'•45
<br />m
<br />+75, -75
<br />13,
<br />it
<br />13•
<br />13,
<br />t3'
<br />41Y (4Om4
<br />13'
<br />t3•
<br />13.
<br />13"
<br />,O'
<br />1
<br />13'
<br />14,
<br />13'
<br />131
<br />8 1/e
<br />19 (suno Ej
<br />> ,�
<br />6' 1/2"
<br />6 1/r
<br />1 6 1/2"
<br />6 I/2-
<br />6 1/2'
<br />210 OW)
<br />-
<br />6 1/4"
<br />12 1/2'
<br />4 1/4'
<br />211 (RIOT:+)
<br />4 1/2'
<br />S'
<br />7 1/2'
<br />7 4/2"
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<br />Y-5.
<br />s'
<br />5 1/2•
<br />8'
<br />6'
<br />-
<br />3) (60TTON)
<br />13,
<br />12"
<br />13'
<br />13'
<br />S t/2'
<br />(fOPy
<br />Ir
<br />13'
<br />Ir
<br />it
<br />t4"
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<br />40 PST' O2 LESS
<br />Ni' •8'
<br />> 40 PSF TO 50 PSF
<br />8'-2'
<br />> 50 PSF TO 60 PSF
<br />W-10'
<br />A MAX PANEL L INGYM ARE ONLY VALID FOR 44STAUATIONS
<br />W/ PANEL MATE fpIALE 10 OR PANEL MATE PLUS
<br />ANG 4M M W/ SPACER AT 12 1/2' O.C.
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<br />R-13, R-2A/13. R-3A/14. R-16/t3. R-20/13, R-30/14, 1* U
<br />`1A/R-tAw/13. R-2AW/15, R-3AW/16. r1ol- R-16tN/1s. R-20*/13. R-38W/1& r-
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<br />FOR PANEL iFAPGTIN
<br />OVER 7'-o
<br />WA`I
<br />1
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<br />ST
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<br />7-e 6 +wA -154A P..t.
<br />WO "Lop tm PA1U LENGTH 800)
<br />USE r-C MIN. PMEL LOOM
<br />AT ALL MOUNiNIS
<br />1
<br />EacATo 0 1,kE sAFi::Y -
<br />PANEL. BOTTOM CORNERS
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<br />%AYT PAI.0
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<br />3` T INSTALLATIONS ONLY V14JO FOR MEND
<br />i 1` Inc
<br />R•-1A/13. 0--2A/13, iF-3A/t4.
<br />R-16/1'.;# R-20/135, R-30/14,
<br />1• MR SPEED UP TO 140 nUP.h.
<br />R-TAW/15. R-2AW/15 R-3AW/16.
<br />R-iBM/1s. R-28fN/MJ. R-,!M!/1A.
<br />(,.__�._._._.._-..�_..._.....____._ .-..._...,._,.....-.--�
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<br />14.15 4110)
<br />1/4' MAX CIW
<br />UEE
<br />STORM PANEL 6) ELEVATION
<br />(t)
<br />r�_REGULAR
<br />STORM PAWL
<br />-SAFETY
<br />2.667' SCALE 1,/4,-1"
<br />(+E+� O.'FRAP -i 19)M,Eii lA'1.tEYj
<br />��
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<br />•
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<br />DMIOR
<br />F :z
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<br />24 GAGE GALVANIZED STEEL STORY PANEL
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<br />SECTION A -A
<br />SCALE 1/4'-4' ��Q'•.
<br />••
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<br />ANCHOR %PVCMBYmCON9C
<br />SAStaED" BY TIE
<br />FOLLANNO FACIORIL FOR DO OPERAM N TO E POSSSUL
<br />1 EKM SPMBb C6TAINIM 1MIN6 PAL'1aR SMALL War BE
<br />UMS THAN lwOAAI SPA014 0010%ft FOR EACH m4mm
<br />TYPE at INS S13HDa F
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<br />(END PANEL). (MT6R6 PANEL) (INTERIOR PANEL.) (INTERIOR PANEL) (DO Pam) '..MR.
<br />SEE NOTES 2, 3, 4 SEE NOTES 2, 3, 4
<br />r-a`
<br />MAX.
<br />Hie tK 1k 1N y{c PANEL40. W.
<br />--. PANELS w/ I140-201t1'
<br />AS 806T5 W/� 0 FA OVERLAP
<br />(S I7SE APPLICABLE)
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<br />3
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<br />1' A4n. -.. f�1L.. +.�A 1' I6n.
<br />Ifto=w-- � '�/jrlf �f�] ANCHORS 3
<br />(SEE SECTION EZi Nt ALTERNAIM EZIW ON SHEET
<br />EZI/18,
<br />EZi W/18
<br />M
<br />CAP
<br />HurTcans
<br />1P LAST pm*L® TO BE ,NsTAt.LPa'3 AT EACH OPENING SNNLL ALWAYS BE I
<br />PROVIDED W/ REAR :VNOLE TO FACILITATE INSTALLATION IF NTENOED
<br />TO BE TNSTAu= FROM INSIDE OF STRWTURE.
<br />(f). DEPINHTTON „ Tj ffi; E-Z NANO STORM PANEL SYSTEM
<br />CONSISTING OF PANR9_ + Cant TRACKS TOP k BOTTOAA.
<br />(2). END PANELS SHALL ALk/l��YS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP 8 LWS SHALL PROVIDET) AT TOP OF S£SC:^1
<br />PANELS
<br />(3). IF END PANELS ANC CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SHALL CONSIST OF 1/4•O-20x3/4' M.S. w/ 7/8"ex3/3r WING
<br />NUT OR '1/4'extif'/4' We, TMINBSCREW NTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS WAY BE AT OTHER OF TWO
<br />EXTERIOR FLAT FLANGES OF 00 PANEL..
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TOBOTTOM
<br />TRACK (i.e. A STT)P BAR LS ONLY USED AT TOPj AT LEAST TWO
<br />PANELS SHALL� COTOYECTEO To
<br />BOTTOM TRrK;K USING SPEC^a
<br />INDICATED ON NOTE (3) ABOVE. N SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OOCUR AT ANY PANES. LOCATION.
<br />t UNSIALLATIONS ONLY VALID FOR WHND
<br />SPEED UP TO t40 m.p.is.
<br />Hurricon0
<br />�(�,�E2AiEVE R LAW . a_aOl..•"^
<br />� �z(tEA$ PAIiEiS 0 LIFE HEI.
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<br />1. RNSTAUATKNN AM ONLY VAUO FOR AS.O. DESIGN
<br />PRESSURE RATINGS (p.x.1) AND PANEL LENGTHS AS
<br />?ER E.KVATIQA ON SHEET 12.
<br />2.:OR NEW WOOD FRAME CONwSTRUCTiON: WOOD
<br />MEMBER„ TO PE SOUiI c'104 PINE No Z, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />TAPrXlN 21x4•
<br />R 4 r O.O. PLATE
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<br />PRESSURE RATING Y/- 4C'.G p.r.F. AND S'-0' MAX
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<br />2. FOR NEW :WOOL), tME FRACOtiaTriliCillT WOQO
<br />MF#HWK- TO 3E SOM ERN PINT: No Z w/ SpECEI:
<br />DENSITY OF 0.55 OR EQUAL..
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<br />SHEET NO.
<br />SH 1,5
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|