|
1.52
<br />(Les. PANEL
<br />OVERLAP
<br />BEYOND
<br />OPENING WDRQ
<br />A S.O. DISTANCE
<br />C��fJR:ll
<br />Y�__l
<br />ORaloe,.alre IH-uwow FRwE 6Oa iALEYd(1 s11 �2 MAIL
<br />Po1M6o2 t/2•r.4 W690 FM.[�fj VKI v1Ave
<br />r . r , oss WT anxi LED LDFAs10N
<br />REsr . r . ANr 2. MART. A1101[ aOW3100-w194 BMW ro1wEa comsca,C cmmwRLTR AL1RL N9R PLIOE t YM' tYDm FR11C_2•1--- ---r»---J Ma rap
<br />1/4• . SOUL. 4' 3Or
<br />• ,r oc. �,9s-t,ti an ML9 n ALL&
<br />WIJCK" CA1A Nun. ANON
<br />CASE B (PLAN) SASE C PLAN) CASE D (PLAN)
<br />SCALE i/a'-1' WALE 1/4'-1' SCALE 1/4.1
<br />PANawe SMJD-SET OR chi
<br />I 1 ,O ® OR cac6uE r �p woeonw a % pA�EL1r6ED P�ua(IQ
<br />PotIREO 1 1 OR n4 .em fors a aroM SOHLTAAE DN H ltli 9,
<br />Cowcam ILM TRaEs,� 4 rMRE IEOUIRED : AS AIMLIAIRE % IO a ,1)
<br />CRANE r lAa 1
<br />1�
<br />REWJPM
<br />$ 1 V '© OR® Z!1 `'laiK i(aAN°nw1a DLs w in ro
<br />r IBM.1 WILL (NELSR art so PANEL)
<br />--- �pk; u 9,; - -J c CASE G (PLAN)
<br />N�M�N~A 1.1Rnt .'l{.a ": l!(c�, SCALE I/4•.t•
<br />.0 • r x �;'�'`\CEN.(I_• ✓•� VALID FOR DURW MEANT INSTALLATION ONLY a
<br />SURA
<br />"f COMM PANEL NSTALATION AT WALLS W/
<br />AIY1 II1c7 SURFACE LEVEL VARM7XM WITHIN 3/1
<br />CASE F (PLAN)
<br />SCALE 1/4'1
<br />(VALID ONLY FOR PANEL iQISIALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7)
<br />MAX. Ai
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(0.0.)
<br />IWUORA:t ANCHDR6 WAM FOR E.D.- AS SHOWN ON SHEETS 6 A 7
<br />A/4111GB1EVMRUM
<br />TO
<br />re.Wt'-
<br />�^'�'""'
<br />OF THEM
<br />LEKvm
<br />T'•
<br />(1L)
<br />TAPCON
<br />LAD SCREW
<br />PAAINNE D
<br />PLIEUNIE pANELeNTE
<br />PLUS
<br />MOOD OUSHM
<br />13*7S'
<br />tr
<br />13'
<br />Ir
<br />W mm
<br />Ir
<br />Ir
<br />Ir
<br />IV Tearmi
<br />e 1/2'
<br />s 1/2'
<br />a 1/x'
<br />a 1/2'
<br />a 1/2'
<br />(Top)
<br />-
<br />-
<br />6 1/4•
<br />12 1/1
<br />6 ,/1'
<br />(aOtLy
<br />5' -0'
<br />(tom
<br />�
<br />6•
<br />e•
<br />r
<br />e•
<br />-
<br />a Olm1QU
<br />tY
<br />13'
<br />13'
<br />3
<br />Ir
<br />(TOP)
<br />+46. -45
<br />TOR
<br />OR ESS
<br />13"
<br />tr
<br />Ir
<br />13'
<br />Ir
<br />13'
<br />Ir
<br />13'
<br />13'
<br />6 t/r
<br />• (top
<br />13•
<br />tr
<br />13•
<br />Ir
<br />6'
<br />lW (e01f0N)
<br />6 1/2-
<br />a,/2•
<br />6 l/r
<br />6 1/2•
<br />a ,/2'
<br />(10►)
<br />-
<br />-
<br />6 1/e
<br />12 1/2'
<br />6 1/4'
<br />(pOR!)
<br />>r-r
<br />TO
<br />4 1/2•
<br />f'
<br />a 1/r
<br />_
<br />6 1/2
<br />-
<br />(10P)
<br />l4•-4•
<br />4 I/2•
<br />4 1/Y
<br />7'
<br />7'
<br />-
<br />h' (WMM)
<br />Ip 1/r
<br />9 //2•
<br />12•
<br />1r
<br />4'
<br />(10P)
<br />}•
<br />1]'
<br />,3•
<br />13•
<br />a 1/2•
<br />MAX. A.
<br />SJ7
<br />DESIGN
<br />PRESSURNE
<br />RATING
<br />(o•af)
<br />MAXIMUM ANCHORS SPACING FOR ED• - AS SHOWN ON SHEETS 6 A 7
<br />APPL1016LE
<br />10
<br />! ANY
<br />OF THEM
<br />llAxrNM
<br />PM41X
<br />.L.
<br />010
<br />TAPCON
<br />TAD BCNEM
<br />PANELINIE
<br />FEMALE D
<br />PANELYII7E
<br />PLVS
<br />WOO) BU9010
<br />,J•
<br />tr
<br />,J•
<br />lY
<br />73•
<br />W
<br />Ir
<br />13•
<br />13'
<br />tr
<br />r
<br />,W (aonao
<br />6 1/2•
<br />a ,/r
<br />6 t/Y
<br />6 1/2'
<br />6 1/Y
<br />(1"
<br />-
<br />-
<br />4 1/4•
<br />12 1/2•
<br />51/4•
<br />MIT..)e'-0'
<br />1.
<br />OR
<br />LESS
<br />7 ,/r
<br />r
<br />r
<br />e•
<br />pOWM)
<br />w
<br />•
<br />Ir
<br />13•
<br />Is,
<br />Ir
<br />INPT
<br />+45. -0
<br />To
<br />.75. -75
<br />13•
<br />13•
<br />tY
<br />13•
<br />1J'
<br />(BOROY)
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />10•
<br />INIr
<br />Ir1Y
<br />13'
<br />6 Ile
<br />1W pmrw)
<br />e I/2
<br />a 1/2
<br />s Ilia
<br />1/2'
<br />a ,/2'IN(TOP)
<br />-
<br />-
<br />6 I/4-
<br />12 1/2•
<br />6 1/4'
<br />pff (Bi I
<br />)'i
<br />4 1/2'
<br />S'
<br />7 Ir2'
<br />7 I/2•
<br />-
<br />(tOFi
<br />r y
<br />5•
<br />5 1/r
<br />r
<br />6•
<br />-
<br />>• ODt1OM)
<br />Ir
<br />12'
<br />Ir
<br />t3•
<br />51/2•
<br />OOP)
<br />tr
<br />t3•
<br />tY
<br />t]•
<br />trJOR
<br />(6OTOM)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DEgGI LORDS At MAX. PANEL LE GTHIS WIEN SPACER IS • SEE TABLE /1 FOR MAX. LSD. DESIGN LOADS t MRK. PMNEL LENGTHS WIEN SPACER ® ISI
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />1/4•0 TALK
<br />ANCHOR •
<br />r MIn
<br />S6--sLPAAA,O
<br />E TO OLAS
<br />s
<br />E7aSANo _70 E.D.• y
<br />wNmm 0R
<br />N:OHCRE7[ nDUL �
<br />REYHOEO.
<br />:
<br />1/4'0 PA11[UN7E p}LES_
<br />AND= O 12 1/2 O.C.
<br />Y,aLE
<br />iT s
<br />A.S.D. DESIGN LORD
<br />PO4EL
<br />LENGTH
<br />40 PSF OR LESS'i
<br />> 40 PSF TO 50 PSF
<br />6'-2•
<br />> 50 PSF TO SO PSF
<br />5'-10•
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />w/ PANEL MATE MMALE 10 OR PANEL MATE PLUS
<br />ANCHORS k W/ M:r I/2. O.C.
<br />--1
<br />-.. I v M_
<br />PANEL LENGTH
<br />- (SEE ELEVATION
<br />ON OEET tIO
<br />4 L/2
<br />SEE sim t► • ,S IN mcmm TIPS AT VACM FOUR
<br />OOTmLAilOR6 will soon FI OOJyNm
<br />LA/Mw AMC"" VMWM AM WMWW UK 0514110E
<br />AM #NAa D ON THE; M+EDYIE MR EA UM It"
<br />OND16om on m u1E =in Now we w N
<br />MXWLYAO WAM SOW ON SOW" IN Tit
<br />MMOOM FACRM IN THIS opeomm ro OF
<br />,Ell r2D SWM COPMM LUC FACM TYPAL Nor SE
<br />Len TWA EMLIN 6NCfW OOMTM FOR M41 ANCHOR
<br />HYPE 6N TM SCWOAE.
<br />Iry1
<br />I/4•.
<br />mOO TW$
<br />_
<br />WPM
<br />PUMP
<br />mum" now vR 00
<br />3
<br />3
<br />•FMRwM OwW Na3
<br />3
<br />3
<br />3
<br />3 1/2
<br />MIOIWw aw.w rr PiJ
<br />mom m NSW om
<br />NBNII
<br />11r-
<br />2 teraal
<br />— r
<br />oso
<br />,m
<br />31
<br />BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE NO (R.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHIEDULIE
<br />FOR REC:! AR STORM PANEL n INsTAI! ATIONs INTO CONCRETE a CONCRETE BLOCK sTRUCTURES
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k S)
<br />MAX. RSA.
<br />DEs1oN
<br />PRESSURE
<br />RATED
<br />(P.af.)
<br />MAXXAM ANCHM ffiMCwD FOR NO ED. PER SCHEDULE ■LOW
<br />APPLICANUE
<br />smnom
<br />lF wt
<br />v
<br />(Nt•)
<br />OEMW%MAX Atli
<br />PHi
<br />NIXON
<br />(y.f.t.)
<br />MAMA ANCHOR$ BMCW FOR WI ED. PER 9pRIA DL BELOW
<br />APPLICABLETO
<br />WJd1YM
<br />1EN07
<br />1•
<br />(/L)
<br />5"1PEOPLE
<br />D
<br />PLUS
<br />7ANAC-t1AlUN
<br />CALK-w
<br />A �,
<br />tAPCON
<br />$OLD-$QIXMAUE
<br />AD
<br />RW
<br />2MYIC-N1$W
<br />GLN-w
<br />r �,
<br />A
<br />W
<br />W
<br />W
<br />W
<br />W
<br />OF 11EM
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />of THEM
<br />i -4S
<br />OR
<br />LEN
<br />+r
<br />13'
<br />Ir
<br />Ir
<br />13'
<br />13'
<br />tY
<br />IF
<br />t3'
<br />,r
<br />IY
<br />13'
<br />t
<br />W_r
<br />OR
<br />LESS
<br />�-4•
<br />+M, -65
<br />,r
<br />Ir
<br />/r
<br />lr
<br />1r
<br />1Y
<br />lr
<br />1]'
<br />IY
<br />Ir
<br />1r
<br />1 1/2
<br />t )
<br />W-r
<br />ON
<br />�••
<br />+r
<br />1S'
<br />,Y
<br />13•
<br />tr
<br />1r
<br />Ir
<br />,3•
<br />,r
<br />,r
<br />1r
<br />,r
<br />I ($0110M)
<br />Ir
<br />,r
<br />,r
<br />Ir
<br />tr
<br />tr
<br />Ir
<br />Ir
<br />1r
<br />,r
<br />Ir
<br />t 1/2
<br />1 (BORON)
<br />it
<br />I ,r
<br />Ir
<br />1r
<br />1r
<br />+r
<br />Ir
<br />lr
<br />,r
<br />,r
<br />,r
<br />la•
<br />2 (TOP)
<br />,r
<br />Ir
<br />tr
<br />tr
<br />Ir
<br />13•
<br />tr
<br />13•
<br />tr
<br />tr
<br />tr
<br />11 1/2
<br />2 (TOP)
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />lY
<br />12 (OM"T M)
<br />13•
<br />Ir
<br />Ir
<br />tr
<br />Ir
<br />,r
<br />,r
<br />13•
<br />Ir
<br />1r
<br />lY
<br />1 ,
<br />2 (DMIOM)
<br />,r
<br />,r
<br />,r
<br />tr
<br />Ir
<br />,r
<br />tr
<br />lr
<br />Ir
<br />Ir
<br />Ir
<br />IY
<br />3 ROT►)
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />,r
<br />tr
<br />13•
<br />Ir
<br />Ir
<br />Ir
<br />, ,
<br />3 (TOP)
<br />,x 11
<br />1/2
<br />a 1/4
<br />6 ,/4'
<br />s //2
<br />12 1
<br />-
<br />-
<br />e 1/4'
<br />6 1/4'
<br />s (BOTTOM)
<br />-
<br />-
<br />2 1
<br />12 1/x
<br />6 1/4'
<br />f l/s
<br />1 +
<br />2 Ire
<br />-
<br />-
<br />6 1/4•
<br />$ 1/4
<br />3 OIORDoM)
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />e•
<br />r
<br />r
<br />r
<br />e
<br />7 I/2.
<br />4 (r6q
<br />r
<br />5 Ili
<br />e
<br />r
<br />e•
<br />6 1/2
<br />Ir
<br />7 ,/r
<br />r
<br />a
<br />r
<br />s
<br />a (TOT
<br />r
<br />-
<br />r
<br />-
<br />a
<br />-
<br />e•
<br />-
<br />e•
<br />-
<br />e
<br />-
<br />(BO116M)
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />6
<br />-
<br />a•
<br />-
<br />OICTIV10
<br />i3•
<br />,r
<br />IF
<br />,r
<br />1r
<br />13•
<br />,r
<br />Ir
<br />,3•
<br />13•
<br />s•
<br />Ir
<br />(TOP)
<br />,r
<br />+r
<br />,r
<br />,r
<br />,r
<br />,r
<br />Ir
<br />,r
<br />lr
<br />Ir
<br />13•
<br />„ ,
<br />(l1»
<br />,r
<br />,r
<br />u-
<br />s•
<br />,r
<br />1r
<br />,3•
<br />1r
<br />s•
<br />+r
<br />,r
<br />s•
<br />s Qeml6h
<br />r
<br />r
<br />Ir
<br />Ir
<br />,r
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />lr
<br />Ir
<br />„ ,
<br />S (loTtoN)
<br />,r
<br />Ir
<br />tr
<br />tr
<br />it
<br />tr
<br />it
<br />tr
<br />1r
<br />Ir
<br />13"
<br />Ir
<br />a (WIG
<br />Ir
<br />Ir
<br />13'
<br />,r
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />11 1/2
<br />6 Mn
<br />_
<br />-
<br />6 1/{'
<br />6 1/4'
<br />6 Ile
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4-
<br />6 1/1
<br />$ GIOTT.»
<br />-
<br />-
<br />6 Ile
<br />a try•
<br />4 1/4•
<br />6 I/4•
<br />-
<br />-
<br />-
<br />-
<br />s 1/1
<br />6 1/4•
<br />a pOR.»
<br />Ir
<br />$•
<br />Ir
<br />101/2.
<br />,3•
<br />7'
<br />,r
<br />7-
<br />7 1/2
<br />3 ,
<br />13•
<br />4 +
<br />I (TOP)
<br />>5,�,
<br />TO
<br />l4-Y
<br />Ir
<br />r
<br />Ir
<br />Ir
<br />tr
<br />6 1/2•
<br />Ir
<br />a 1/2"
<br />a Ili
<br />a Ili
<br />Ir
<br />5 1
<br />1
<br />>5'-r
<br />70
<br />•'-•'
<br />,r
<br />r
<br />Ir
<br />Ir
<br />1r
<br />9 1/2
<br />,r
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />+r
<br />r
<br />1 (a01f611)
<br />Ir
<br />7 1/r
<br />1r
<br />lr
<br />1r
<br />t0'
<br />Ir
<br />to'
<br />11•
<br />r
<br />tr
<br />6 t/r
<br />I OIDTIOM)
<br />Ir
<br />r
<br />,r
<br />10 lre
<br />Ir
<br />r
<br />,r
<br />r
<br />7 1/2
<br />5 1/2
<br />,r
<br />4 1/2'
<br />2 CTCi
<br />Ir
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />6 1/2'
<br />Ir
<br />a Ili
<br />6 t/r
<br />6 1/r
<br />Ir
<br />5 1/2.
<br />2 (fop)
<br />Ir
<br />r
<br />Ir
<br />I3•
<br />Ir
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />it
<br />S Ili
<br />2 00"00
<br />13•
<br />7 1/r
<br />Ir
<br />13'
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />,t•
<br />r
<br />+r
<br />6 1/r
<br />2 p1ma0
<br />tr
<br />r
<br />Ir
<br />Ir
<br />jr
<br />a 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6 Ili
<br />3 CTCF)
<br />,r
<br />7 1/2'
<br />Ir
<br />IF
<br />,r
<br />to,
<br />Ir
<br />tr
<br />1t•
<br />r
<br />IF
<br />6 I/2.
<br />3 (TOP)
<br />-
<br />-
<br />12 1
<br />12 I
<br />6 1/4•
<br />6 1/4'
<br />2 1
<br />6 1/4•
<br />-
<br />-
<br />6 1/a'
<br />6 1/4•
<br />J (BORON)
<br />-
<br />-
<br />2 1/2-12
<br />1/2
<br />6 try'
<br />• t/4'
<br />x 1
<br />12 1/2
<br />-
<br />-
<br />6 1/4'
<br />6 Try•
<br />3 (e0T10M)
<br />r
<br />r
<br />r
<br />5 I/r
<br />r
<br />3 1/2•
<br />r
<br />4•
<br />4 ,/2•
<br />3'
<br />5 1/1
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<br />4 (TOP)
<br />7 1/r
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<br />r
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<br />e
<br />e•
<br />4•
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<br />3 llr
<br />6 1/1
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<br />6'
<br />r
<br />6•
<br />e•
<br />$ In-
<br />7 1/2•
<br />(BEITMlq
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<br />-
<br />r
<br />_
<br />a'
<br />-
<br />e•
<br />-
<br />S 1/2•
<br />-
<br />7 +/2'
<br />-
<br />COTTON
<br />Ir
<br />r
<br />tr
<br />13•
<br />,r
<br />9 1/2"
<br />Ir
<br />9 ,/Y
<br />0 1/2
<br />7 ,/I'
<br />tr
<br />r
<br />(TOP)
<br />1r
<br />a t/r
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />tr
<br />TV
<br />11'
<br />e•
<br />lY
<br />6 1/r
<br />6 (TOP)
<br />u
<br />r
<br />u
<br />u
<br />is
<br />9 ,/r
<br />u
<br />s ,/rot
<br />7 1/r
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<br />6 1/2
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<br />•• SPACINGS ONLY VALID % SPACER IS USED. SEE � /1 FOR MAX. A.S.D.
<br />DESIGN LOADS A MAIL PANEL WHEN SPACER IS USED.
<br />1/4'
<br />WAIL 0
<br />----a--ANCDRS (SEE SECtDN4 a ALTERNATIVES ON SHEETS I& 14, 15
<br />It-IA/13, kiii 3, 0-3A/14, R-1
<br />R-HAW/15, R-2AW/15. R-3AW/16.
<br />0 0 0 0
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<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10•
<br />A MAX PANEL LENCT/IS ARE ONJY VAUD FOR INSTALLATIONS
<br />W/ SOLID SET AN04ORS A W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BURRING CODE (Nee F
<br />B-n/14. r Ali
<br />s, R-38W/16. I' ANN.
<br />0�:�
<br />1
<br />I 1 4Y-2OxI-'S_S. BOLTS it t V
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<br />PA/EL LENGTH
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<br />RRaAAR Si���RpplyyE
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<br />.- - --- --- 1 - r - ---L- i 7 ' } ''-
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<br />i
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<br />t I
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<br />I
<br />_ A USE Y-s• MIL vm+a LDEQIN
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<br />I I j
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<br />_.__ _ __ __ 2S IIOTGiS AT STUB I _ _I _ __ F __j
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<br />iI 1_�..-.� _-.�._--L-----------
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<br />I• MN. R-tA/13, R-2A/13. R-SA/14. R-18/13. R-20/13, R-3111i I• MKI SPEED UP TO 170 m.PaL
<br />R-lAw/16. R-2Aw/Ta. R-3AW/16. R-TRW/15. R-2RW/1s. 0-3011
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<br />EXTERIOR�F' �OR(pA 'j�4N�
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<br />SECTION A -A
<br />4m LIP. 9so=
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<br />fe t2 O 16
<br />I
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<br />6•
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />+
<br />ON SIM 12)
<br />1
<br />1
<br />1
<br />�
<br />1
<br />t /
<br />2'.4• Wi
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<br />J4•f TAPCON
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<br />2-1 WOOD
<br />JA pm-INEL
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<br />SCALE 3/8-1'
<br />1. INSTALLATION ARE ONLY VAUD FOR AS.O. DESIGN
<br />PRESSURE RATINGS (p.af AND PANEL LENGTHS AS
<br />PER ELEVATION ON It
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE We 2. W/ SPEC>FTC
<br />DENSITY OF 0.55 OR EOUAL.
<br />�a LL
<br />a0
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<br />l,J i
<br />6'
<br />t72ooa�
<br />I
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .mi AND CORRESPONDING MAXIMUM ANCHOR SPACING
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