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<br />i
<br />END rLOaUR E AI FOR INSIALLLTION IN P-QURE12 CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR LIFE
<br />SAFETY &E--Z HANG STORM PANEL tie SYSTEM$
<br />1 $
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<br />r ANCHOR O 12' tl.� '. 2 N r2� )-` ..:
<br />REORIO COWCRETE BLOCK 1 L is'= OR
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<br />;s.nr. ✓/ mew �.-�-.::,: a.J .m: a,e �� Max. CAP i
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<br />SCALE 1/4'-1' SCALE T/4--1` 4CAgE 1r4`w=1` SCALE t/4`.IT
<br />SOLIO-SIT OR CALK-414
<br />OR V-00 PAULILAE
<br />� POURED CONL`RErE- EA151WNG TRIM AT-`€ENA[Eq Aim
<br />BETE, � -+t OR CONLRLIE M.prx � BOTTOM OR ;- PUR M", PUNS {SE2
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<br />s, 3 e ill= FRAME R 19rJ4E Pi(M1R1EA A4 MPUCABlEOVERLAP 70 Q i 1
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<br />41>�,`�(� SGIE 1./+`..1-
<br />',., VAUD FOR DIRECT MOUNI INSTALLATION ONLY ,k -
<br />...:_-,.,✓ ✓ Wn a A' ae S1;' t4\(�,.1; `.
<br />y, '. CERTIFIED PANEL INSTALLVATN AT WALLS W/
<br />f ND. 4416T SURFACE ikVF.€. VAftVMS WITHIN .314«
<br />FLORIDA BUILDING CODE Non High T¢e1oIs11. Hurrtcane Zone
<br />�D
<br />EO STEEL STORM PANEL I'll",
<br />CASE E (1-LAN) CASE F (PLAN) O F 16TStEGo,.I- 24 GAGE GALVANIZED en
<br />1/4"el' SCALE 1/4`-l^ .N` f 4QfTID� •'��+
<br />_
<br />FSc.. ., cia` � f pr/trfYosa..
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<br />nMHF�(LM ! L OW SW. 51 STIRSIT
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<br />MAXIMUM B RESIGN PRESSURE 1� TI G s f AND ORRESP,ONDjN(i MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANE, rLdNEALLATIONS IR.TQWOOD STRUMBES
<br />(VALID ONLY FOR PANEL iNSTAL.ATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. AS D.
<br />Q£51CN
<br />PRESSURE
<br />AAXTUM.ANCHORS SPACING FOR O� A5 SHOWN O65I&-trs9e7
<br />AP�PU
<br />�ALE
<br />CbAt* ANY
<br />#
<br />� THEsd
<br />U M :
<br />PANEL
<br />�
<br />(RU
<br />TAPCON
<br />LAG :SCREW
<br />PANEMATE
<br />FEMALE 10
<br />PANEIATE
<br />P1,f73
<br />ill= BUSTING
<br />13'
<br />t 3
<br />1S`
<br />13'
<br />3
<br />(rOP)
<br />��t
<br />3
<br />t 3
<br />t 3
<br />t '
<br />3
<br />t3
<br />1W (Borrow)
<br />)
<br />6 1 a'
<br />/
<br />t$
<br />6 2
<br />1 f 2
<br />8 1 2'
<br />6 T 2'
<br />(ray)
<br />-
<br />w.
<br />-
<br />B
<br />f
<br />_
<br />_r
<br />j2
<br />1..4,
<br />f
<br />< )
<br />_
<br />5-8'
<br />an
<br />LESS
<br />93
<br />+45, -45
<br />OR
<br />LESS
<br />.-,-_ 13' �.:.
<br />7S
<br />lY
<br />13"
<br />t3" _
<br />W (Borrow)
<br />13'
<br />13`
<br />13'
<br />13.
<br />B T/2"
<br />W (TOP)
<br />/3"
<br />13"
<br />15'
<br />1Y
<br />6'
<br />IW (Borrow)
<br />6 1/V
<br />6 1/T
<br />5 1/2' -
<br />6 1/2-
<br />6 1f2'
<br />REP)
<br />6 1 4`m
<br />1 a T 2"
<br />a A'
<br />BDR
<br />O
<br />1 x'
<br />f
<br />'- 4 1 r 2
<br />7"
<br />-
<br />3W C Ml
<br />_4_
<br />ID 1 2'-
<br />/
<br />_. T ..-
<br />9 2 -
<br />/
<br />..
<br />1 '
<br />2
<br />_
<br />�P2' �
<br />4'
<br />W �
<br />(top)
<br />(T )
<br />-_
<br />3
<br />s
<br />_
<br />3
<br />2' B Tt"/
<br />4W (BORON)
<br />'
<br />' SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & WAX. PANEL Ul&-tHS WtfN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. RSA.
<br />DESIGN
<br />RATING PRESSURE
<br />UN NON SH B MNpN ANCHORS SPACING FOR £0. AS SHOYI. Ei75 &
<br />APPL "CABLE
<br />7Q
<br />ALTERNATMIM
<br />i t AMY
<br />0��
<br />N PANEL
<br />PANEL
<br />LENGTH
<br />-0
<br />(fij
<br />TAPCON
<br />LAG SCREW
<br />PANELANTE
<br />FEMALE 10
<br />PANEUAATE
<br />PLUS
<br />WOOD (DISHING
<br />13`
<br />13°
<br />13'
<br />13'
<br />13,
<br />iN NP)..
<br />73(BOTTOM)13
<br />tY
<br />13
<br />8
<br />W
<br />6 1 2
<br />B t x
<br />0 1 2'
<br />6 1 2
<br />B 1 2
<br />W T13P
<br />d
<br />_ _
<br />r
<br />13'
<br />7�1 2
<br />/
<br />Is
<br />6 1 4'
<br />- _
<br />/3"
<br />12 1 /Y
<br />e
<br />t3"
<br />B t +
<br />13"
<br />xW +X2R.•
<br />7
<br />)
<br />CLOP)
<br />s'-D•
<br />teat
<br />tt6s
<br />>+4S -45
<br />70
<br />+75. -7
<br />1Y
<br />t3'
<br />-
<br />13"
<br />13*13"
<br />4W (90;fOM)
<br />13
<br />13'
<br />13
<br />13-
<br />to'
<br />III5
<br />13,
<br />13'
<br />I3'
<br />IS Ile
<br />R (H0TT0A1)
<br />6 1 j2
<br />6 r2 "
<br />6 1/2'
<br />6 j2
<br />6 i/2'
<br />(TOP)
<br />_
<br />- $ t4"
<br />1 212'
<br />/
<br />-
<br />ai a
<br />/
<br />2W
<br />>5' D
<br />4 Ij2'
<br />S
<br />7 I/2"
<br />/2
<br />3 (RW}
<br />71_5•
<br />S d i 2
<br />9"
<br />$'
<br />__
<br />3W B17ikaN°
<br />(
<br />3
<br />- 2
<br />t
<br />�
<br />13`
<br />�
<br />as'
<br />5 / 2
<br />{ )
<br />1Y
<br />3
<br />i3'.
<br />-13-
<br />0
<br />(ITT
<br />' SEE TABLE #1 FOR MAX.A.S.O.S &MAX.PANEL WHEN SPACER )§ A5 DESIGN LOAD MAX L.EYN�z"T1NS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TAU
<br />it a
<br />A.S,O. OESf(1N LOAD
<br />MAXIM UM PANEL
<br />40 PSF OR LESS
<br />B -6.
<br />> 40 PSF TO 50 PSF
<br />6 2
<br />> 50 PSF TO 60 PSF
<br />5 10"
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ffAkE ID OR PANEL MATE PLUS
<br />ANCHORS & Wj
<br />n,
<br />(VALID ONLY FOR PANEL�}t INSTALLATIONS AS PER .SECTIONS t THRU S. ON SHEETS 4 & 5)
<br />WAX. AS.O,
<br />OrSKAPANEL
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR. MIN E.O. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO SECTI
<br />MAx7MOM
<br />`ti
<br />Cn:)-
<br />MAX, A5,0.
<br />DESIGN
<br />RAYING
<br />(}+,at.)
<br />ANCHORS SPACING FOR MR E,O. SCHEDULE BELL
<br />AP=
<br />�#LENGTH
<br />MAXIMUM
<br />ELMAILEPANEL
<br />WAX9NAtKMF
<br />OF 1N6M
<br />tP�(EpR
<br />dPC-N"NuN
<br />OAU{-IN
<br />'to
<br />3k{H")
<br />M
<br />G✓F10 tE
<br />: to
<br />10
<br />OY!'f9
<br />,.
<br />CIS
<br />,�
<br />14
<br />peet6Rie
<br />EMINATI
<br />+45. -4$
<br />L
<br />13*
<br />9'
<br />t3'
<br />I 13`
<br />13'
<br />13'
<br />F3' 13*�
<br />13"
<br />73'
<br />i3"
<br />93"
<br />t (T
<br />6'-6'
<br />OR
<br />+45, -45
<br />+BS, -66
<br />13'
<br />t3`
<br />13'
<br />9v'
<br />/3'
<br />i3'
<br />T3'
<br />13'
<br />tY 13"
<br />k3
<br />1t 1 j2
<br />i (ts)
<br />OR
<br />LESS
<br />t3`
<br />_t
<br />73°
<br />73'
<br />13'
<br />t3'-
<br />13'
<br />13' 13'-
<br />73'
<br />-13-
<br />11,
<br />13'
<br />I (BOTtrow)
<br />13"
<br />t3'
<br />13-
<br />73•
<br />-IF-
<br />t3"
<br />IY
<br />i3'
<br />73" t3°
<br />13'
<br />11 1/2
<br />1 (CORM#).
<br />tS
<br />t3'
<br />13'
<br />13-
<br />13` 1r
<br />13-
<br />W
<br />t3' +
<br />13"
<br />2 {10M
<br />13,
<br />-TY
<br />IS
<br />13'
<br />13"
<br />tY
<br />13
<br />13,
<br />1Y TS
<br />13`
<br />1t 1/2
<br />2 {LOP)
<br />13'
<br />13'
<br />13'
<br />i 13`
<br />73'
<br />13,
<br />73' H tY
<br />13,
<br />/3'
<br />13`
<br />11.
<br />2 (BORON}
<br />73•
<br />tY
<br />i3'
<br />1Y
<br />13`
<br />TS'
<br />r3'
<br />13'
<br />13' 13'
<br />13'
<br />11 1/2
<br />2 (BOTTOM}.
<br />tY
<br />13'
<br />tY
<br />t 13`
<br />)3"
<br />TY
<br />13' 13'
<br />t3`
<br />t3'
<br />*Y -
<br />iY
<br />(Top)
<br />13"
<br />13`
<br />73'
<br />13'
<br />t3'
<br />'3'
<br />13"
<br />iS'
<br />lY 1s°.
<br />tY
<br />11 1/2
<br />3 (rOP)
<br />-
<br />-
<br />t2 tf2
<br />t2 i
<br />B 1/4"
<br />6 1/,
<br />12 'A't2 1j2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4.'
<br />3 (BOTTOM)
<br />_ -
<br />_
<br />12 t/2.
<br />12 1/2
<br />b 1/4"
<br />�B
<br />6 Ile
<br />12 1/2'12
<br />1/2
<br />-
<br />B 1/4,
<br />6 1/4'
<br />3 C�TTOM)
<br />B.-
<br />R.
<br />B»
<br />B..
<br />B» T'
<br />B•
<br />B»
<br />_ B`
<br />7 T/x"
<br />4. (TQP7
<br />6'
<br />3 ir2"
<br />B'
<br />8'
<br />$'
<br />1/2'
<br />B`
<br />7 1/2'
<br />6. B"
<br />6.
<br />S.
<br />4 (')
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<br />:'
<br />13 ...,
<br />t3
<br />13
<br />B.
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<br />�.
<br />13
<br />93
<br />.3
<br />B.
<br />fs
<br />t3
<br />t3
<br />T3
<br />(BDS70AG
<br />SCrvP)
<br />S.13
<br />Ba
<br />T3
<br />f3'
<br />»
<br />Y3
<br />tY
<br />8
<br />13
<br />13°'
<br />T3
<br />73
<br />i/4
<br />13 ","i'
<br />'3'
<br />T3'
<br />73'
<br />1S
<br />t3'
<br />T3 3
<br />t3`_.i'S'-
<br />13
<br />«13
<br />13"
<br />f1 t/x
<br />I1 7/2
<br />(TD17
<br />6 (tOPf
<br />3'
<br />1Y
<br />TY
<br />t.1
<br />t3`
<br />f- i 13'
<br />IS
<br />11°
<br />13"
<br />fY
<br />6(i0P)
<br />-
<br />fi 7/4'
<br />8 1f{
<br />ij4`
<br />-
<br />i --
<br />6 1f4^
<br />6 1j4'
<br />6 (BOTH,••)
<br />_
<br />.. _5'
<br />6 1/4`
<br />6 t/4'
<br />6 F/4'
<br />6 1/<'
<br />_
<br />-
<br />-
<br />$ t/4"
<br />B 1/4'
<br />6 BpTT.aa�
<br />t3•
<br />T3�
<br />to 1/2*
<br />13-
<br />Y
<br />/3' t 7'
<br />7 1f2
<br />5 1/2
<br />t3" -
<br />i i/2'
<br />1 (TOP)
<br />TO
<br />,
<br />13'
<br />6"
<br />13`
<br />13`
<br />13'
<br />B Ij2'
<br />t3'
<br />6 1/2'
<br />B 1f2'j6 1f2'
<br />IS'
<br />S t/2`
<br />t (OP)
<br />TO
<br />tY
<br />7'
<br />lY
<br />I 13"
<br />13'
<br />9 1f2
<br />73" 9 1/2
<br />74 t/x
<br />1 +/2
<br />xg^
<br /># B'
<br />1 (Borrow)
<br />tY
<br />17 1/Y
<br />I 13'
<br />13'
<br />13'
<br />' 10"
<br />t3`
<br />10`
<br />ti' f $`
<br />13'6
<br />t/a'
<br />1 (BOTTOM)
<br />SY
<br />5'
<br />13,
<br />t0 Ile
<br />13'
<br />-r
<br />lY 7'
<br />7 1/2
<br />5 1/2
<br />;3`
<br />_4 t/2-
<br />2 (TOP)
<br />IR
<br />iY
<br />73"
<br />13'
<br />B 1/2'
<br />13'
<br />S 1/2'
<br />9 1/2' 6 ij.'
<br />_ 13'
<br />S Ile
<br />2 CTOP)
<br />` tS'. '.
<br />' 7"
<br />T3'
<br />Tl'
<br />t3'
<br />9 1/2
<br />---------
<br />73' j 9 1j2
<br />70 Ijx],$
<br />4j2'
<br />3 (BOTTOM)
<br />Ir
<br />tf2�`
<br />v
<br />13'
<br />tY
<br />ID'
<br />I3'5=-
<br />15
<br />9O`
<br />-W
<br />1S"t0"tt'
<br />13"
<br />t0'`
<br />&'13"
<br />Tti t!"
<br />13`
<br />6 1/2,3
<br />(TOPi12
<br />7"13'
<br />13"
<br />15"
<br />9 Ij2
<br />t3' 11 1/2
<br />1O 1/27
<br />t/2
<br />_+3`.
<br />d 1/2'.
<br />,3j-7f
<br />1f2
<br />12 A/2
<br />B rA'
<br />D if#`%2
<br />1f2 A T/4°`
<br />^3`
<br />6 t/+'
<br />B ij+'
<br />.3 (BORON)
<br />[13'y-
<br />#
<br />$ If2
<br />12 Ij2"
<br />6 7J4°
<br />B 4/4
<br />12 In
<br />72 l,l'2.
<br />6 C/4'.
<br />$ TEA'`
<br />3 (BOTTOM)
<br />4 1/2,
<br />6 7/2"
<br />3'
<br />4 (TOP)
<br />3'B'
<br />6"
<br />7"a
<br />$`
<br />4"
<br />4 iA
<br />(BOTTOM)
<br />._
<br />B°
<br />"
<br />S•
<br />$'
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<br />S if2'-
<br />J if2`
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<br />i (601:•f9N)73'6`B
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<br />13'
<br />7'
<br />fY
<br />13'
<br />13°
<br />9 1/2'
<br />13" ($ ifx'
<br />1p i/2'
<br />T 1/2'
<br />73'
<br />6 1/2'
<br />S (1101TOM)
<br />$ T/i
<br />13'
<br />13"
<br />fY
<br />to'
<br />13•
<br />10'
<br />1/' A
<br />IY
<br />6 s/2'
<br />13'
<br />? 5'
<br />f3'
<br />10 r/2
<br />tY
<br />7'
<br />13' T"
<br />7 1/2`
<br />Ij213`
<br />+ 1f2"
<br />B (TOP)
<br />73'
<br />6"
<br />13`
<br />/3
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