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<br />MAXIMV) A.S•D. DESIGN PRESSURE RATING .s.fa AND CORRESPONDINQ MAXIMUM ANCHOR SPACING
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<br />MAX. AS 0.
<br />DESIGN
<br />IESSURE
<br />P RRATIINC
<br />(P..IJ
<br />MAXIMUM ANCHORS SPACING FOR F D - AS SHOWN 04 SHEETS 6 A 7
<br />APPUCAALE
<br />10
<br />ERNA
<br />1 A Tyr
<br />C'OMBIhAl1pN
<br />Or THEM
<br />yACyDM
<br />PANEL
<br />LE ,
<br />i•
<br />INJ
<br />TAPCON
<br />LAG SCREW
<br />PAINELWTE
<br />FEMALE 10
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />♦4 -.
<br />5, 5
<br />OR LESS
<br />1:!
<br />- ".'___
<br />6 1/r
<br />----
<br />_. _
<br />1J'
<br />or
<br />`,r
<br />13
<br />- t3•.-_
<br />13'
<br />--,-3-_-
<br />,]_-
<br />9 1/2'
<br />_ 12 1!r
<br />a
<br />1J._. _.
<br />IF
<br />5 1/2•
<br />6 ,/•'
<br />...
<br />-
<br />._
<br />W (TOP)
<br />1W (BOTTOM)
<br />5,-a•
<br />LESS,
<br />_
<br />9 1/2'-
<br />9 1/2• _
<br />(TOP)
<br />(BOTT.•)
<br />-
<br />a Ile
<br />_.-_._
<br />e
<br />a
<br />... _.
<br />(TOP)
<br />(e0Ff0M)
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<br />13
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<br />_ ___2.'_.
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<br />a
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<br />6 1/2•
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<br />6 1/2'
<br />6 1/2'-
<br />_
<br />T12OW)
<br />Se-4'
<br />4 1/2-
<br />4'
<br />6 1/2--_
<br />- T
<br />_.. 12
<br />6 I/2•
<br />)
<br />4 1/e _
<br />,0 7/2'
<br />4 ,!r' -
<br />9 1/Y
<br />_ T' -
<br />__ 1Y•.�
<br />___
<br />SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS IS, MAX PANEL LENGTHS WHEN SPACER 03 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RAITC
<br />(D..1.)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHCWN ON SHEETS 6 1 7
<br />AF'PL�f
<br />r0
<br />LTOINA
<br />/ e ARY
<br />Comg,Kn N
<br />OF THEM
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<br />(II.)
<br />TAPCON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE IA
<br />PANEL3AATE
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<br />WOOD BUSHING
<br />13'
<br />_. .. i3_,_
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<br />,3' _
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<br />6 1/2•
<br />6 I/7•u
<br />4 1/Y
<br />(TOP)
<br />-
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<br />71
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<br />10
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<br />6 1/2•
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<br />- -
<br />-
<br />4 1/4*12
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<br />)6_0'
<br />4 1/2'
<br />6•
<br />7 V2•
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<br />13'
<br />Ir-
<br />SEE TABLE #t FOR MAX. A.S.D. DESIGN LOADS k MAX. PANEL LENGTHS WHEN SPACER §N IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />L___.
<br />(ABLE 11 A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
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<br />> 40 PSF TO 50 PSF
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<br />.1-ITMATION , 1 N- SEPARATION' �1 -\-:./ N TO OIASS. J ( N 1• Wn. I
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<br />.. 1.:AS!. I 6�--. SEPARATIO"
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<br />ANCHOR a 0' O C ANCHOR a 9. 0 C. 1 I
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<br />ALTERNATIVE R- i AW ALTERNATIVE R- i JM A[ T ALT�ySTIVE B
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<br />ScALr I./6- r 'IP A. T!Q;;,Va, '' SCALE 3/e. •
<br />��/$P. ' \GENS ''• 9 FLORIDA BUILDING CODE (Non High Yelocit Hurricane Zon
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<br />44 6 :
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<br />DAIRN er
<br />I INSTALLATION ARE ONLY VALID R A. 0. DESIGN s
<br />z
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<br />MEMBERS TO R5 SOUTi1ERN HONE ND 2, W/ SPEC1f1C ''.I'- ., lOR)D •,• i.e^'dJ ,R, r m N•OL n MIN eMIALii-I IL Iv1I
<br />DENSITY OF 0.55 OR EQUAL. I•-'• LNPi'.H , �_ E`'Mal m .v1 _ F.1oHr (Pe.Mw-T5.0, I. ro11IeeR_elwr _ 20-175
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<br />MAXIMUM A.S.P.DESIGN PRESSURE RATING (c).s. I) AND CORRESPOO-NDING MAXIMQ� ANCffQR SPACING
<br />SCHEDULE TOR REGULAR STO M PANEL'.- NSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANE I.0 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 h 5)
<br />MAIL A.S.D.
<br />DESIGN
<br />PRESSURE
<br />IMTWG
<br />(R.•T.)
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
<br />APPUGBIf
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<br />6 ANY
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<br />p INCH
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<br />•.
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<br />DESGM
<br />vRESSURF
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<br />(P...I)
<br />MAXIMUM ANf.HtORS SPACNC TOR MIN E.D. PER SCHEDULE BELOW
<br />AIIIHP'•H-AR,S
<br />TO
<br />1
<br />a ANY
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<br />i. '.FC WET 11 rDI ANT_ _1E w ,J =DM IV. AO,AAAE_r1S MD -DOD 15 1C` N1lo 1
<br />Lz n NISPMaOS NO WwfIN I A oSR sp AR I" " ON TH5 SEC- I TOR ED
<br />LACETHEINDICATED LO S(TAlACT A[D- ANON011 EPAr B TO MIURHI.G SKNe sW'Ar.I eN
<br />1; W:E W (I F CTOR SNO rAC10K TOR Ib9 MOV A50N 10 aE P0ICATIE . 9[UUF 9`/C NU
<br />OInMRD ViNG FACTOR sHNt HO' N 1f55 11MN IR41BY 9►AbIW IM0CAIED r0I CACA. ANCHOR ,TM
<br />FN THEM SPIEDME
<br />ANOrOR 1M I/4•. Ife. 1/4-e 1/e. ,/:. ,/4•.
<br />-- - i'Rli o* F+NniR4�
<br />trOM TILL-srr ININo-,e4IN THAN%-N
<br />wommomm ANCHOR 9pvAc3m twl.) 1 3 3 3 2 VT 2 •n
<br />_-_ -
<br />MII4RM®el (Y.) ) T 3 ) 1h. I
<br />RRA11010AJ . 11 _. .___._L_.- .__.__.-- __ .._... --.
<br />moot RO0 6. r . 1h' I ,/2' ! 1n 311.
<br />AL1111L mac Dow= ►ACTOR
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<br />1 1/,'
<br />_.VIA, P.10 .. - - Y>D
<br />,, Ob DM ,. - . : N.OI
<br />n• - Ioo - 100 - ,ro ,m
<br />'• SPAgNGS ONLY VAUD WHEN 5PACER 15 USED. SEE ABLE /1 FOR MAX. A.S.D.
<br />DESIGN LOADS k MAX PANEI LENGT WHEN SPACER J IS USED.
<br />�1�P�tEa, A:, ... l
<br />o.44167 c
<br />*�',
<br />, • .,
<br />. STATE OE yT
<br />16ML-!.1 A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />4O PSF OR LESS
<br />6' B•
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />5'-I0'
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ (9� SPACER AT 12 1/2" O.0
<br />I rt I h V.1-If T I -
<br />FLORIDA BUILDING CODE (No N Nu co Zone),
<br />YIUIV M- -
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<br />24 GAGE GALVANIZED STEEL STORY PANEL
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<br />INTO POURED_ CQNCRETE Q[� CQN0ETE &Q�K STRUCTUQE•S
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