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<br />No, 4157 SURFACE Lie VARIATIONS WITHIN 3/4'
<br />FLORIDA BUILDING CODE Mon High Woolly Hu core Zone
<br />CASE E (PLAN) CASE F (PLANS � }1�," / F �yT °�° �7� °� 24 OAGE GALVANIZED STEEL STORM PANEL C
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<br />(VALID ONLY FOR PANEL (DINSTNAATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 h 7)
<br />MAX. AS.O.
<br />1 6 & 7 MAXIMUM ANCHORS SPACING FOR ED. = AS SHOWN ON SHEETS
<br />APPLICABLE
<br />IN/UD4ILIM
<br />DESIGN
<br />PANEL
<br />TAPCON
<br />LAS SCREY!
<br />p
<br />WOOD. BUSHING
<br />PRESSURE
<br />RATING
<br />TTO1
<br />¢
<br />Clbu8lNAnON.
<br />FEMALE 0
<br />�STE
<br />OF THEM
<br />(N')
<br />13'
<br />_
<br />IW (TOP)
<br />I 3
<br />13"
<br />13
<br />i3'.
<br />13
<br />IW. ( BOTTOM
<br />(.. )
<br />8 1/2-
<br />/2
<br />$ 1 2`
<br />/
<br />9
<br />a 2'
<br />j
<br />6 1 `
<br />J2
<br />61 2"..
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<br />OP
<br />(TOP)
<br />6 14
<br />T
<br />1T a
<br />6 i
<br />80'fr• 7
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<br />OR
<br />LESS
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<br />_
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<br />v0
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<br />13"
<br />/3
<br />t3'
<br />t3' _
<br />w (TOP)
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<br />-
<br />13' �
<br />13'
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<br />1 3
<br />1 "
<br />3
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<br />LESS
<br />1 3
<br />1-"
<br />3
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<br />13"
<br />B11z'
<br />W (TOP)
<br />13'
<br />13
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<br />3
<br />8
<br />1W (BOTTOM)
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<br />6I2
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<br />6 4 2�
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<br /># 1f2"
<br />7"
<br />7'
<br />-
<br />3w (BOTTOM)
<br />3
<br />A-
<br />FLENGTHS WHEN SPACER iS T 1 (7R MAX,tAA)S, A.S.. DESIGN LOADS 4e WAYE PANEL
<br />SEE ABLE O
<br />U E�LE>rNG ONLY TO ALTERNATE ON SHEET 6
<br />USED. 2W" . GOITRES
<br />MAX. A.S.D.
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<br />(PsJ.)
<br />MAXIMUM at SPACING FOR E.O. = AS SHOWN ON SHEETS 6 7_
<br />APPLICABLE
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<br />(R•)
<br />TAPCON
<br />LAG SO"
<br />PANELMATE
<br />FEMALE m
<br />PANELAWTE
<br />PLUS
<br />WOOD BUSHING
<br />13'
<br />13^
<br />1r
<br />13-
<br />13-
<br />1W w
<br />t3,
<br />73
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<br />8
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<br />-
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<br />6 .,
<br />6 4"
<br />_...__-._..
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<br />13'
<br />_
<br />73
<br />13"
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<br />j '
<br />0
<br />473 -75
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<br />4 11
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<br />1 '
<br />3
<br />i 3"
<br />1 }
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<br />13`
<br />13'
<br />T3'
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<br />6 Ile
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<br />IW BOTTOM
<br />(BOTTOM)
<br />B 1fa"
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<br />8 1 '`
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<br />6
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<br />7 1/2"
<br />7 1/2-
<br />-
<br />-
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<br />10
<br />3A
<br />3
<br />2
<br />3
<br />1 ,
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<br />SEE T :FOR ION. 0" kWHEN SPACER !S TABLE WITS(, A,'S.D. DESIGN L MAX.#ARDi. PANEL LErIGTI,
<br />USED, COMNSPONDXNG ONLY TO ALTERNATE 2W 04 SHED 8 -
<br />�. 'TABLE
<br />Al A
<br />A.S.O. MIGIU LOAD
<br />MAXWUIM PANEL.
<br />LENGTH
<br />40 PSF OR LESS
<br />W-8-
<br />> 40 PSF TO 50 PSF
<br />8 2-
<br />> 50 PSF TO SO PSF
<br />4. MAYS. PANEL LENGTHS ARE. ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS
<br />ANCHORS do W/ 0 Sp MMAN4}� 1/2" O.C.
<br />(VAUD ONLY FOR PANEL INSTALLATIONS AS PER SEnONS 1 THRU Li, ON SHEETS 4 & 5)
<br />MAX, A.S,D.
<br />DESIGN
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<br />OF THEM
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<br />(N.)
<br />MAX, A.3A.
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<br />���1�
<br />TO swilm
<br />MAXIMUM
<br />PANEL
<br />LENGTH
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<br />iE)AV,EPANIUMAT
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<br />43'
<br />73:
<br />13'
<br />13'
<br />:. 13'
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<br />13'
<br />T3•
<br />13" '11
<br />1ST
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<br />1 (BOTTOM)13"
<br />Y1S.
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<br />13'�
<br />13'
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<br />i3'
<br />13* 7
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<br />13'
<br />73'
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<br />I (BOTTOM)13'
<br />IS
<br />13"
<br />43'
<br />2 (TOP)
<br />13,
<br />13'
<br />13'
<br />i3'
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<br />it if2
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<br />13'
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<br />t3"
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<br />13`
<br />73'
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<br />,3
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<br />t''
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<br />13'
<br />13'
<br />1'
<br />3
<br />1 3'
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<br />13
<br />I1 11' J 2
<br />2 (BOTiDMO
<br />71,
<br />93"
<br />IS'
<br />13"
<br />t i3"
<br />,43'
<br />12r
<br />13'
<br />13"
<br />13'
<br />I3,
<br />3 (T I -
<br />13'
<br />13`
<br />43,
<br />73`
<br />13"
<br />13`
<br />: t3"
<br />13'..
<br />13'
<br />I3"
<br />IZ,
<br />11 1/2'3
<br />(FOP)'
<br />-
<br />-
<br />12 7/2'12
<br />I/2
<br />6 1/4",6
<br />1/4-
<br />12 I/2
<br />12 ,/2
<br />-
<br />-
<br />6 1/4':8
<br />i/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/2
<br />2 1/2
<br />8' 1/4°
<br />6 9/4"
<br />L2 112
<br />Z IJ2
<br />-
<br />-
<br />6 1/
<br />6 T/4
<br />3 (BOTTOM)
<br />$'
<br />B'
<br />B`
<br />b"
<br />Ir
<br />6'
<br />a"
<br />6'
<br />B'
<br />fl
<br />7 1/2`
<br />4 (7flP7
<br />B"
<br />5. 1/i
<br />6'
<br />8`
<br />R,
<br />6 1f8'
<br />8'
<br />' 1f2"
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<br />6'
<br />6'
<br />S'
<br />(FOP)
<br />8•
<br />...
<br />S..
<br />-
<br />g-e.
<br />.,_.�.._..,
<br />13-
<br />93"
<br />6*
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<br />B*
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<br />5 (TCI4}
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<br />13'
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<br />13'
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<br />t3�
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<br />11 1/2
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<br />13
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<br />13
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<br />73
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<br />13'
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<br />5 (BOtrOyAj
<br />iJ'
<br />I3
<br />1�'
<br />1 3
<br />_3
<br />( 13'
<br />i3"
<br />t3
<br />8 OP
<br />0 )
<br />! 3
<br />t 3'
<br />7'
<br />3
<br />i 3
<br />V 5
<br />Y'
<br />3
<br />1 1"
<br />3
<br />fi J
<br />m i 3'.'
<br />TS"
<br />ii
<br />1
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<br />_ -
<br />6 1/4,.
<br />6 1/4`
<br />8.I/4'
<br />6 1/4'
<br />_
<br />_ -
<br />-
<br />-»-
<br />6 1/s,
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<br />8 {R4TT :i)
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<br />6 1f4
<br />6 1/4"
<br />-
<br />-.
<br />-
<br />6 9f4*i6
<br />IJ1'
<br />6. (OtlTT,•*)
<br />13'
<br />i 5"
<br />13-
<br />10 1j2
<br />13`
<br />7'
<br />Ir
<br />7'
<br />7 112
<br />'5 1/2
<br />13'
<br />4 1/2'
<br />1 (LOP)
<br />TO
<br />i4-4
<br />-..
<br />13
<br />6'
<br />13
<br />13'
<br />I t3'
<br />8 1/2":-
<br />13,
<br />a 1/2'
<br />9 1/2"
<br />6 1/2,
<br />13,
<br />5 1/2,
<br />1 (TUP)
<br />TO
<br />137
<br />7,
<br />I3'. ::
<br />13`
<br />I3'
<br />9 1f2ti/2
<br />10 I/2.
<br />7 i/2
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<br />B"
<br />I (9ortem)..
<br />1S`
<br />7 tlr
<br />13,
<br />I3,
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<br />13,
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<br />1T'
<br />8'.
<br />l3"
<br />B 1/2"
<br />I. (SOTION).
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<br />5'
<br />13,10
<br />,..
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<br />' '7'-13'
<br />7'
<br />7 t/Z
<br />3 1/2
<br />13'
<br />4. 1f2'
<br />2 (,'OR) -
<br />13"
<br />m, 6'
<br />13^
<br />33'
<br />13'
<br />6iJ2`.
<br />13
<br />_81/2'
<br />9 1/2"
<br />6 1f2'
<br />I3'
<br />'S1/2`
<br />2 (T,) -..
<br />13'13'
<br />13'..
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<br />?3'
<br />9 Tf2
<br />10 1/2
<br />�.7 i/2
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<br />8 7J2'
<br />Z (BOTTOM)
<br />43,
<br />7 t/2'
<br />- 13'
<br />13'
<br />13'
<br />10 -
<br />13'
<br />10"
<br />11'
<br />B'
<br />- 13'-_.B
<br />i12'
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<br />13'.:
<br />i'
<br />13,
<br />I3•
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<br />N 9 1/2
<br />43"
<br />8 1/2
<br />10 1/2.
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<br />3 (TOP)
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<br />8'
<br />5 1/2'
<br />7"
<br />3 1/2"
<br />8`
<br />4"
<br />4 1/2-
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<br />6 t/2'
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<br />4 (T£SP)
<br />7 iJ2`
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<br />6 1/2':
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<br />4 (BOTTOM).
<br />6,
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<br />8•
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<br />-
<br />6'
<br />'-
<br />5 1/2'
<br />--
<br />7 1/2'
<br />-
<br />4 {BOTTOM}
<br />13'
<br />13,.
<br />I3*
<br />S 1J2^
<br />Ur
<br />9 1/2-
<br />10 I/i
<br />i' 1j2"
<br />93,
<br />....B
<br />6 1/7,
<br />13'-
<br />,.
<br />(Tfp}
<br />9 1/2"
<br />-13'
<br />9 1/2"
<br />0 t/2'
<br />7 tj2'
<br />13'
<br />6 iJ2"
<br />5.(80TIOM)
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<br />i/2"
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<br />13"
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<br />8 1j2,
<br />_ (90RON7
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<br />FS'
<br />7"
<br />-t3'
<br />7'
<br />7 tfT'5
<br />i/2
<br />13" _
<br />4 1/2'
<br />6 (TOP)
<br />t3*
<br />6"
<br />13'
<br />13"
<br />13'
<br />6 tj2".
<br />"W'
<br />1j'
<br />6 1/2'
<br />9 if2'
<br />6 9f2"
<br />13'
<br />5 1/2'
<br />6 (TOP)
<br />1/4'
<br />,8' 1/4'
<br />6 tW""^'j
<br />-' -i
<br />-
<br />8 4f4*
<br />6 Ti4.
<br />6 ij4^
<br />6
<br />_
<br />SEE P.W 11 ICA ANCHORS TAPE It SPACRG FOR I VAUATRRb INTO WOOD 1IM E WXZN&-.
<br />MINIMUM ANCHOR SPAC M AND MINIMUM EDGE OWANM ASK. INdTATEO ON tiRR 6C>#:D XL FDA E.O.
<br />LEA bNN 0KRIDIY£D ON ScKEDU S REDUCE ANCNOR SPACING IN MUA,TDhYMG SlIhOm SHOW ON
<br />SCHEMILE BY THE F0400 0 PACTOM FOR TITS OPOWKIN TO BE POSSIBLE, REDOCI.D SAMCNG
<br />OwAm U6NO FACTOR S*M I. NOT K LESS PAN MINIMUM SPACAO 001GIm FOR EACH Nom TYRE
<br />ON THIS Sic"OuE
<br />' TTPE
<br />•woo
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<br />i/A..
<br />Ile..:.
<br />- �,
<br />WOO" ANCHOR SM04 IN,:)
<br />3
<br />3
<br />3
<br />3
<br />11J1'
<br />2 In
<br />MUMMUM tDBE (ul:)
<br />3
<br />3 //2'
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<br />3
<br />s1ar4Ntt(e0,) aWK -
<br />6 ..
<br />a xc+i"
<br />� 1j5'
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<br />ACRML mm won (£#!;
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<br />a SPAONQS CX'!LY VN.IO WHEN E �9' USED. SEE T�.E ,#I FUR Au4X, AS:D',
<br />-
<br />MIS
<br />DE'SION WADS & MAT;, P1Wd. TH'S EN BRACER @N� IS USED.
<br />AAD. OEM LOAD
<br />MAXIMUM PANEL
<br />LF1am
<br />40 PSF OR LESS
<br />V-8"
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"..
<br />A MAX. PANEL LENGrNS ARE OV VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O,C,
<br />__-ANCHORS (SEE SEMONS & ALTEFOUKTNLS ON SNFI`iJ. 73. 14, 15 MI6)--_..-._._..
<br />3 MAX, R-tA/11 R-2A/13, R-W14. R-18/133, R-28/13.:'R-38/1 3
<br />R-)AW/15. R-2AW/T5, R-3AW/18, R-18101/15. R-26W/15. R-.3001/16.
<br />V
<br />0 0
<br />-0 0
<br />I
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<br />i I
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<br />II 44 pp I � i pp
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<br />t 4'41-20x '' S.S. emm AF t
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<br />{ I PANELLENGTH
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<br />' .RF;UST3d PANEL REGULAR PANEL 'I a'-BO 440.0-40.0 9..r.
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<br />OVERLAP PANEL LENGTH
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<br />SAFETY PW .T.
<br />- PANEL BOL ol+ERtAW M� LFAH;iN
<br />I (W T)
<br />A A' USE Y-0" MOR, PANEL LENGTH
<br />i ; -
<br />AT ALL MOEl1'ITIM65
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<br />D.M..3 L 1 _
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<br />-- OVERLAP -
<br />_. -
<br />of WIND NUT AT t_ NUT AT -
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<br />' 3` MAX. LEFT PANEL"` RICIiT' RANEE 3 TAX, 1" R45TALEATIDNS ONLY VAUD FOR WIND
<br />110IR-1RW/15,
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<br />R MAW/15. R-2AW/t5, R=3AW, R-20W/I5R 39W/16 -
<br />.._...,„-._._..._MENORS (SEE SI MONS M ALTERNATIVES ON SHEETS 13, 14, 15 6'i61-x,'... _p.,. . _.__..,, - T/4` MAX. DAP
<br />LSE SAFETY STOP PANEL tm YATt0N (t)
<br />SCALE 1/4'_I-
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<br />1/4
<br />MOLL. GAPS 0 t
<br />w......r-'. •s.,..-d`
<br />^
<br />2
<br />LIFE SAFETY PANEL FLORIDA BUILDING CODE Nan High Vebc NU ;cane Zone
<br />Sid` QRiDh r'4 s Inuo TL1tCOu 24 GAGE CALVAN)ZE0 STEEL STORY PANEL gy `v,
<br />zy LSj'� r GLOBAL PROTECTION PRODUCTS, LLC. Nw
<br />- I�TL II,��,
<br />$CTtt?N A —A A4W S.W. 61 STREET
<br />,,�•�,/� y �O}.� A I AX OMw a, fie{, Wra,n 4WwtA A nF 17+aw, rL 33Tt4 20-175
<br />SCALE 1/4*'mil' •s / r ��f' °'-' abet, nny m-15f6 Ie = (fmt D s- PHOM= (WIM1I-7.45, FIX (OU)M-OMIT
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<br />PL.'wY:JJSIWP•T41�%M,C W/L1M A TIN L. P.E. "T-fq '4 :SNCt} t2 M ib
<br />INZALLATIQPANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-a TAPCON pSi13��TMG POURED t/Cm TAPCON__�...... 'TINGBXYPOURED 1/4.0 TAPS',ON_.,._ STING FN7URi:17 1/$'a TAPOON „_ SnNG PONiEO
<br />ANCHOR O 9 OC " ' CONCRE OR ANGYIOp p 9' 6C� -i .. L`AlNCRE E BOR LOCK
<br />ANCMOR ffi 9' O:f � ... ANCHOR e 9 GC t` BLOCK
<br />T r' CONCRETE BLOCK J �' / CONCRETE YB.00K � ' COMPETE BWOit
<br />REOUIREO p .r REQUIRED, .:. cOLItRFA. REQUIRED.
<br />r � if2 I/4' �- •„�,'j 1/2" N1f4. !___ /"� T{2` ;/4• ' g%= 1/2' ' 1 f4•
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<br />..-CONCRETE BLQCN REQIIRED, -CONCRETE BLOCK REWIRED, 'CONCRETE BLOCK.REWIRED. �dNCRETE BLOCK REWIRED.
<br />0R,E� -PsEjmqN � 0 AM ANEL O REO SLO' ARPANELS 0 Ufj�NEL
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<br />SCALE 3/6-1' AaIMn11NRN/NN, SCALE 3/8-1'
<br />SEE S716t15 t6 M f6 MR ANCHORS
<br />ANCHOR TYMt
<br />,,YPE M SPAcNo FOR WALLAT7(LN> INTO
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<br />TTNE OISTANCt ARE XtlD"no ON THIS
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<br />ON SCNEWLE BOOM ANCHOR ¢�Y,dRiC
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<br />SV*DULE BY NNE 1'OU101046 FACIPRS
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<br />REDUCED SPACING 08TAMOD USING
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<br />A NNUM SPACING 1ADIC VIVO MR EACH
<br />ANc" TYPE ON THIS SoNrumn
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<br />INSTALWIQN "DEM1.5 FOR LIFE ,SAFETY PANEL T
<br />INTO POURED ONCRETE 08 CQNCREIEBLOCK STRMURES INTO WOOD STRUCTURES INTO W-00 MUCTURES
<br />1/4.0 TAPCON ..w., NG 1'OUREO 1/4'f TA11C(XN ,tIST7NG PO:IJREp 'f l:.i 1,-
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<br />.%:. Cow"m at= } CONCRETE SLOCK j •_ "FrEOilMtfitl _.. +. ^REGUIREO 'Y `:1{CU+RED r( _ I RERIIREO WOOD yFpDEa _ WOOD.: READER
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<br />CLASS S« 8 ,:. i 4a M 1 fl16Ttt,Lij„ .,� i. GRASS a .. ,.. - ..::::! _.. EXPa•T1 11
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<br />6 t (SEE Lf (SEE UVIA7K)N " _.._ -- '-. _._ 0.-- AA„ - .a __._.,i 8 _ . _...._� 1.' Mml. a-.-_-.'/- --=1 i' ANX. a -
<br />p ON 3RyEEi t2,1 k -. .. _..-.___. _I ON SHEET 12) p r T 1 tkVNEI LENGTH R V f :i (SEE FLEVA7AN as PANEL. LENGTH R . - ._.-. _�. 4 (SEE EIEVATmN !i * ,.r .w ,._, ., MAX, TOE,,.„ ___>,,.,_,_ _«_,--1,1,.. -.- �u FAMEL LENGTH
<br />`` 1 ON SNEV 12) A.--..-
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<br />r ON SHEET 12) 11 3 ! PANEL LENGi!
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