|
@ OR �•-�'a r.rzmr3105M-14
<br />1 UPOI N • 12�4Y�. / 3/r
<br />1 _2 W.
<br />I
<br />COIIMER slOCO ,•,ter%. 1/i 0.0 • ,24.O.L1.-'\ 2 +n' MYf /Wi
<br />r w= nwa
<br />t ..f� j zi/r GIP
<br />i 14Y.1 3.4' ''• U�
<br />Y . Y ..OS• W tENNA1E 1E0 IAGiWAaH
<br />I W 12' O.C. Myi$ 2• 3r. 9'. AM• can.
<br />{ r mt. i< (. cL1a t AWY. MIM9 oN
<br />,' .. ASr 316E-NAM NNE. n1lnLD CONaErE: OONaEIi +
<br />l------'- -
<br />ia9N - s ' i I" rtvL AUAL awNr ,TAR Rwaumm 2.4 NR60 R1Y4E _ _
<br />NM43 n A►La 2 in• 1 _ .. r• t , a 1
<br />cart. ALRL ANIAE N-- %
<br />1/4, 0 901.[I - - r . A7Y
<br />0 ,r at '05-Ni4 an
<br />4063-16 XAM
<br />■/41a06R CPO. N.w ANTE
<br />Got
<br />CASE A {PLANT SE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1' SCALE 1/4•-i• SCALE 1/4•.1• SCALE 1/4--1•
<br />fSGD•9ET0E0 RW 1 qE-IN
<br />1 IBPLE
<br />O R m r1E w° ax , .'�r�iartm a i A9oA.viceDws
<br />t.Sx PEONES 1 art T.
<br />r600 sets a 6PeMM ; L>EsIRE oN .,
<br />OVE M iM1iE '6 t ARM[ I6R{M6L It MAu6elE 10 a 11)
<br />OPENING. > NMM-N 1 `v
<br />ocgtdn
<br />7�7 r/
<br />Ma, 1 . .(D O RJV IfM nD 1{ F LAlta W
<br />1 r�1tM6u t��Y�C� wY1 (14VD1 cV1 81It nYEI)
<br />X . S.O.'DEMNCE
<br />;: - -J CASE G (PLAN)
<br />E ./ �� scME , r.r •R uo �: •' �CEN '•.;'Y vM.D FOR DSECT AtOAANr 1&TAl1ATX7N ONLY A
<br />w • r ne LS�• Comm PANEL NSTNlAym AT w "s w/
<br />A4L /d1R7 SURFACE LEYEL WANATIONS WRNN 3/4•
<br />CASE E ,PLAN;
<br />SCALE 1/4'-1'
<br />CASE F (PLAN)
<br />SCALE I/4•-1'
<br />(VALID ONLY FOR PANEL 1DINSTAL PoNtS AS PER ALTERNAmn 1W THRU 4W. ON SHEETS 8 k 7)
<br />MAX A.S.O.
<br />Do"
<br />RATING
<br />PRESSUREJ713'
<br />MOON ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 A 1
<br />APP EA"
<br />t AM7
<br />OF THEM
<br />WXIILUM
<br />PANGcii.
<br />(R.)
<br />LAD SCREW
<br />PANELMANE
<br />FEMALE D
<br />PA ELWTE
<br />PLUS
<br />w000'Lamm
<br />,-
<br />J
<br />r (TOP1
<br />Ir
<br />13•
<br />IS'
<br />13•
<br />it (ONRIN)
<br />6 In•
<br />6 ,/1.6
<br />,/r
<br />6 lIr
<br />(TOP)OR
<br />It
<br />r
<br />Ir
<br />r
<br />Ir
<br />LEIS
<br />r
<br />r
<br />IT
<br />13'
<br />tr
<br />it;
<br />�-'41
<br />LESS
<br />13•
<br />13'
<br />IT
<br />Tr
<br />manim
<br />IT
<br />13•
<br />is'
<br />a t
<br />w (TOP)
<br />13r
<br />IT
<br />IT
<br />IT
<br />6'
<br />81n•
<br />61n•
<br />61/r
<br />0lIr
<br />(w►)
<br />!1/2-
<br />• t/4•
<br />12 1/2'
<br />6 1/4•
<br />am;-)
<br />>S'-W
<br />4•
<br />6 1/r
<br />a 1/2•
<br />-
<br />:TOT4In.
<br />r
<br />'3r
<br />a ,n•
<br />,2'
<br />it
<br />v
<br />(TOP)
<br />13•
<br />,r
<br />/3'
<br />IT
<br />6'Ir
<br />• SEE TABLE /i FOR MAIL A.S.D. DESIGN LOADS t MAX. PANEL LENCTRS WHEN SPARER" IS I
<br />USED, CORRESPOND m ONLY To ALTUMN 2W ON SHEET 8
<br />e
<br />a
<br />1/4`0 PAN6W
<br />ANCHOR a 12
<br />MAX ASA
<br />MSfOR
<br />A4
<br />COME!.) RATING
<br />MAXIMUM AMCNg61 SPACING FOR E.D. - AS SHOWN ON SWEETS 6 A 7
<br />APPLICABLE
<br />ALTERNATIVES lO
<br />A ANY
<br />OF nM1
<br />MLL101aM
<br />TAPCtX1
<br />NAG SCREW
<br />PNELmAIE
<br />FEMALE D
<br />PARmmm
<br />PLUS
<br />w00D 6USIWHO
<br />PAMIX
<br />LENGTH
<br />.L.
<br />(N4)
<br />,r
<br />IT
<br />IT
<br />IT
<br />IT
<br />if Tion
<br />IT
<br />IT
<br />IT
<br />IT
<br />r
<br />1W 0065E
<br />i ln'
<br />6 In•
<br />6 in'
<br />6 In•
<br />6 I/r
<br />Or COUP)
<br />-
<br />-
<br />6 1/4'
<br />12 in•
<br />6 ,/4-
<br />pitOR
<br />r
<br />71n'
<br />IT,-
<br />r
<br />-
<br />(
<br />LESS
<br />7 i/r
<br />r
<br />rr
<br />-
<br />3w (•Df>a6
<br />IT
<br />IT
<br />,r
<br />1r
<br />13•
<br />(wPI
<br />-45
<br />+ m
<br />IT
<br />I3•
<br />13•
<br />IT
<br />13'
<br />IT
<br />Ir
<br />IT
<br />IT
<br />10"
<br />w
<br />IT
<br />13•
<br />1r
<br />13•
<br />4 1/4•
<br />lw (90 W
<br />a ,n•
<br />a 1/r
<br />6 t/r
<br />a 1n•
<br />a 1/2
<br />lw%
<br />>5
<br />6 t/4'
<br />12 tn•
<br />a ICI•
<br />(9ott..)
<br />4 1/2
<br />S•
<br />7 tn'
<br />7 in•
<br />-
<br />(
<br />r-v
<br />-
<br />3W ONDffo+N)
<br />13'
<br />12'
<br />13•
<br />tr
<br />51n'
<br />(Tap
<br />1r
<br />IT
<br />13•
<br />1T
<br />t0'
<br />(BD,TO1)
<br />• SEE TABLE jt FOR MAX A.S.O. DMIG I LOADS At MAX. PANEL LENGTHS 10EN SPACER 0 O
<br />USED. CORNSPOtA66G ONLY TO ALTERNATE 2W ON SHEET 6
<br />A.S.D. OESI01( LOAD
<br />" PPAHM
<br />LDIM
<br />40 PSF OR LESS
<br />81-8'
<br />> 40 PSF TO 50 PSF
<br />6•-2-
<br />> 50 PSF TO W PSF
<br />e MAX. PANEL LENGTHS ARE ONLY I" FOR INSTALLATIONS
<br />W/ PANEL MATE JPAALE W OR PANEL MATE PWS
<br />ANCHORS dL W/ (C7 . 41fN 1/2- O.C.
<br />Ly. •. •�_ •: :4 A
<br />in Mi1s is a is Hal mom TAPE a MWOm to
<br />08LMLAIOS AM w MR IULDOW
<br />M M" AMMO V* MN NM MMHY 00 DWNM
<br />AK DO*= ON THIS 10E3UE. Hai M LOO THIN
<br />OWING, ON $am" REDUCE mom WORE N
<br />MAMLMIM WENS "0 ON SOGOME N M
<br />FOUAMM FACTORS. IN 00 MAXIM W i MMV
<br />W= SACNO MMM UM MOTOR LOLL NOT i
<br />LOS IINN WW" VMW OSCM D FOR Dal 4 0M
<br />TYPE ON Wd faIFDIKG
<br />Ile.
<br />llt P
<br />ANOi! ONE
<br />_
<br />upow
<br />waaai Sam rams W
<br />3
<br />3
<br />-MNMNNN a-" 00
<br />a
<br />a
<br />3
<br />3 1/2
<br />NII.IH.W 4P--M sr OL)
<br />Ails R �sY
<br />raw
<br />am
<br />-
<br />_11
<br />21Lr
<br />Nit
<br />r
<br />Am
<br />/m
<br />31
<br />-
<br />Fla 5 4F!!q iLi..al 1ANCIOR (iYDNC) �i Ei6
<br />(VALID ONLY FOR PANEL(DINSTALLATNkS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5)
<br />MAX. "0.
<br />PRESSURE
<br />MTIMG
<br />MAXMIM AMOMORS SPACING FOR ON LD. PER SCHEDULE gum
<br />APK,,=Wl
<br />MAXIMUM
<br />PANEL
<br />LOGIN
<br />v
<br />)
<br />MAX ASD.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />�,1,M,)
<br />MAXIMUM ANCiORa SPACING FOR M E.D. PER SCHEDULE elm
<br />APPUCA NUEDam
<br />an"
<br />1NIeNN
<br />'m
<br />U!"m
<br />�)
<br />1APCON
<br />SOLD-1Ef
<br />YEN"
<br />p
<br />PIS
<br />ZA MC-WRJR
<br />CJILK-SI
<br />R
<br />OF 7O1W
<br />TAPOOR
<br />SOW -NET
<br />FEMALE
<br />D
<br />PlY6
<br />UWC-M1R81
<br />CAtX-M
<br />S
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />O' W631
<br />-43'
<br />Olt
<br />LESS
<br />IT
<br />it
<br />it
<br />IT
<br />IT
<br />/r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />it
<br />1
<br />v, r
<br />on
<br />LESS
<br />+a8,1O-46
<br />+ft .-66
<br />,r
<br />it
<br />IT
<br />1r
<br />IT
<br />it
<br />IT
<br />it
<br />1r
<br />IT
<br />lr
<br />it
<br />,
<br />w-r
<br />OR
<br />U35
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />,r
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />1 (801101)
<br />it
<br />1r
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />,r
<br />+ 1n
<br />1 (/CINCH)
<br />IT
<br />1r
<br />IT
<br />IT
<br />,3•
<br />1r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />Ir
<br />2 (COP)
<br />IT
<br />it
<br />Ir
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />Ir
<br />1 ,n
<br />2 (TOP)
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />,r
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13•
<br />2 DLNiON)
<br />it
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />IT
<br />IT
<br />it +
<br />2 (60r+O I
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13 (TOP)
<br />it
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />IT
<br />11 1n
<br />3 (LOP)
<br />-
<br />-
<br />12 lIr
<br />12 I1r
<br />4 1/4•
<br />6 1/4'
<br />12 1/2
<br />12 1
<br />-
<br />-
<br />6 11C
<br />6 1/4"
<br />13 (90110M)
<br />-
<br />-
<br />2 i
<br />2 ,n
<br />6 1/4.
<br />9 Ile
<br />12 In
<br />12 to-
<br />-
<br />6 1/4.
<br />6 I/4.
<br />3 (2onaR0
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />1•
<br />a'
<br />r
<br />r
<br />a•
<br />7 11r
<br />4 (TOP)
<br />r
<br />s 112*1
<br />6'
<br />I r
<br />r
<br />a In•
<br />r
<br />7 I/rl
<br />a'
<br />I w
<br />r
<br />s•
<br />4 (w)
<br />r
<br />-
<br />a'
<br />I -
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />14 MOTION)
<br />S•
<br />-
<br />S.
<br />-
<br />r
<br />-
<br />r
<br />-
<br />0•
<br />-
<br />r
<br />4 (9OTtpL)
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />1r
<br />IT
<br />IT
<br />IT
<br />13•
<br />is"
<br />IT
<br />t+d7
<br />13'
<br />IT
<br />IT
<br />I IT
<br />IT
<br />IT
<br />Ir
<br />IT
<br />IT
<br />IT
<br />tr/2
<br />,
<br />IN"
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />1r
<br />tr
<br />IT
<br />13'
<br />1r
<br />IT
<br />0 0110M)
<br />1r
<br />IT
<br />IT
<br />IT
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />IT
<br />IT
<br />, In
<br />s t'oT1on
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />it
<br />13'
<br />IT
<br />IT
<br />Crop)
<br />IT
<br />IT
<br />1r
<br />tr
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />1r
<br />,t ,
<br />6 (TOP)
<br />-
<br />-
<br />a Ile
<br />6 1 4•
<br />6 1/4•
<br />a 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />• if4'
<br />B (SDTL»
<br />_
<br />-
<br />6 1/4•
<br />6 1/4.
<br />6 ICI•
<br />a I/r
<br />-
<br />-
<br />-
<br />-
<br />6 Ile
<br />6 , 4•
<br />• (•011.
<br />1r
<br />w
<br />IT
<br />10 1/2
<br />IT
<br />r
<br />1r
<br />r
<br />7 1/2
<br />Silt
<br />IT
<br />4 1
<br />1
<br />>a,�,
<br />W
<br />14'-+•
<br />IT
<br />r
<br />IT
<br />1r
<br />IT
<br />6 1/r
<br />it
<br />6 77
<br />9 72
<br />6 ilr
<br />IT
<br />s UP
<br />1
<br />M.
<br />To
<br />w-
<br />IT
<br />r
<br />IT
<br />IT
<br />IT
<br />sin
<br />1r
<br />9 1n
<br />to 1n
<br />1 1n
<br />IT
<br />r
<br />t (9011014)
<br />IT
<br />7'IT
<br />IT
<br />it
<br />it
<br />tr
<br />IT
<br />Ir
<br />it*
<br />r
<br />IT
<br />6 1/r
<br />1 MM700
<br />IT
<br />r
<br />IT
<br />10 t1r
<br />it
<br />1 r
<br />IT
<br />r
<br />7 in
<br />s ,n
<br />IT
<br />4 1n'
<br />2 CIO►)
<br />IT
<br />r
<br />it
<br />IT
<br />it
<br />6 1/r
<br />IT
<br />9 tn•
<br />9 1n•
<br />6 1n'
<br />it
<br />S 1/r
<br />2 (,DP)
<br />IT
<br />71
<br />IT
<br />Ir
<br />IT
<br />2 in
<br />IT
<br />s ,n
<br />to ,n
<br />7 In
<br />IT
<br />6 Ili-
<br />2 (sorroM)
<br />it
<br />7 tn•
<br />1r
<br />IT
<br />IT
<br />Ir
<br />IT
<br />Ir
<br />,1•
<br />r
<br />IT
<br />6 t/r•
<br />(marnme
<br />IT
<br />r
<br />IT
<br />IT
<br />IT
<br />1 in
<br />IT
<br />s In
<br />10 in
<br />7 in
<br />IT
<br />6 I/2.
<br />3 (MO)
<br />IT
<br />7 tn'
<br />IT
<br />t3•
<br />,r
<br />,r
<br />it
<br />,r
<br />It'
<br />r
<br />IT
<br />6 tn•
<br />3 (TO.)
<br />12 in
<br />12 In
<br />6 1/4'
<br />6 1/4'
<br />2 1
<br />6 1/4'
<br />-
<br />-
<br />6 1/4•
<br />9 1/r
<br />3 C9GTIM0
<br />-
<br />-
<br />2 ,
<br />2 ,n
<br />6 1/{•
<br />6 1/4•
<br />2 1
<br />12 1n
<br />-
<br />-
<br />6 1/4.
<br />6 1/4'
<br />3 (RDiTpQ
<br />r
<br />r
<br />r
<br />S t/Y
<br />r
<br />3 ln,
<br />a•
<br />4'
<br />+ ln•
<br />r
<br />a ln•
<br />r
<br />4 (TOP)
<br />7 ,n•
<br />r
<br />r
<br />r
<br />T
<br />4•
<br />r
<br />4•
<br />4 I/r
<br />3 1/r
<br />a 1/r
<br />r
<br />4 (TOP)
<br />ar
<br />r
<br />6'
<br />r
<br />5 1n'
<br />7 1n•
<br />(60T1016
<br />r
<br />9'
<br />6 11r
<br />7 TIr
<br />(9orwM)
<br />IT
<br />7'
<br />IT
<br />IT
<br />1r
<br />1 1/2•
<br />1r
<br />9 tn•
<br />0 in
<br />7 1/2•
<br />13•
<br />r
<br />(ro17
<br />IT
<br />Ir
<br />it
<br />Ir
<br />it
<br />lo•
<br />it'
<br />r
<br />1r
<br />6 ,/r
<br />(10P),r
<br />7-
<br />IT
<br />IT
<br />it
<br />9 1/2'
<br />13'
<br />9 in•
<br />o t
<br />7 1n•
<br />Ir
<br />• vJa1)
<br />X11r
<br />13'
<br />it
<br />to•
<br />IT
<br />tr
<br />it•/2•
<br />S ,n•
<br />13'
<br />{ ln'
<br />(Tom
<br />tr
<br />13'
<br />6 tn'
<br />Ir
<br />9 1n•
<br />f+n'
<br />961/4
<br />6 / 4
<br />61/4s/IV
<br />6, K
<br />9, $
<br />b Ile
<br />-
<br />ME ow it FOP mmm TTPE a 9RRONM MR MUUA306 Nw w6Oo MMK 6LsMW
<br />• IS am now MMCMS AW MMOM 800E Dwmm AM Mowe ON INS 2CXmuL FOR U.
<br />UMS DAN 3MOMs6 ON XMIDOl8 REDUCE MICHOR EMC6M N uAMY.YOM O NOO "M M
<br />SMUU N THE FCUAM4 FACTORS. POI /N4 OPOMTMR W ME MO&L IEO = 6MCM
<br />06rI O UM FACTOR LOLL NW ME uS DOM MINNUM SFO=g INN MTIN FOR MOM ANCHOR TYPE
<br />ON 4R 9CRIRL.
<br />ANCHOR 1�
<br />I/4Y
<br />1/4-.1
<br />i/+>•
<br />1/4S
<br />1/41
<br />TAPW11
<br />aMM•o
<br />awt-w
<br />we" •coat wa m (Y,a
<br />3
<br />3
<br />3
<br />2 ,/r
<br />2 ,/2
<br />.rRMMno OU
<br />3
<br />31/Y
<br />n1X
<br />3
<br />3,d
<br />3
<br />SMTALIaRM) MOO
<br />3
<br />3 1/r
<br />3 tp
<br />3 1/r
<br />AL.71K (D■ aimmou VA)
<br />114cm
<br />,,/3•
<br />4m
<br />-
<br />-
<br />-
<br />-
<br />-
<br />7 , _
<br />an
<br />,lM
<br />-
<br />-
<br />-
<br />0J0
<br />r
<br />a16
<br />au
<br />3 Iff
<br />/m
<br />• VACI GS ONLY VIW WHEN SPACkA IS USED. SEE OR #I FMAX. ALSO.
<br />DESIGN LOADS A FOX. PANEL WHET( SPACER is USED
<br />MWL&
<br />e
<br />A.SD. DtSm LOAD
<br />` �NPPAIRL
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 30 PW
<br />6'-2•
<br />> 50 PSF TO eo PW
<br />5'-10•
<br />e MAX. PANEL LENGTHS ARE CINIX VALIO FOR INSTMIATI016
<br />W/ SOWSET ANCHORS dr W/SPACER AT 12 1/2- O.C.
<br />r-- --- NOLm Ism 1ECTO M ! ALTEmaxI F8 OA ,HEFTS 13, 14. 13 !10)
<br />lr MIL R-to/13, R-2A/13, R-M/14. R-18/M R-29/13. R-30/14• r MAIL
<br />R-1AW/15, R-2AW/15, R-3AW/16. 111-19W/13. R-OW/M. 11-31W/16.
<br />Q Or`II�� O O O O O
<br />-
<br />--
<br />I I i I 1 4'0-20A1• S.S. BOLTS W� 1 i i•
<br />I (USE FOR PANEL LENGTH i '' j MAX
<br />'111 lO •' ' i OYER r-6') PANELLEHGnF
<br />swFN
<br />PANEL r�iM �!nEGA1Am A , - --- RERARAAR PANEL t . , r-r a PA ELQ LE W.
<br />(wOYE1tlLADO PANEL LE / AP NOIN 90L»
<br />I
<br />1 ,
<br />LEE SAFETY PANEL �- .' ' Y-6• a 'w" -".a P.AR.
<br />4 ^i- A; ' .- - -- j- , , (wro W[NW MD PMILL LEmm MOLT)
<br />I
<br />LL1E 2AT A L M PANEL M tF3aTH
<br />1/4 0-20.1' t _ _ _, _ _ .1 _ _ _ _ _ _ _ y r _ - _ _ _« _ AT ALL LIDUINr1111G5
<br />SS BOLTS i i � I
<br />/ AT EA. OW
<br />A u;
<br />1r-=-T--
<br />_---
<br />Of O1+�F
<br />liePANEL 901M
<br />»Q•
<br />90NEE%A= i -OYFaA=
<br />woo
<br />�I
<br />wJT AT EXTERIOR ! _WM HUT AT
<br />i' Lw 1NLEFT i36 R-2A/13, R-3A/14, R-19/1NEL ' *-�13. R-79/14.
<br />f R-IAW/15, B-2AW/45, 01-301W/16. 11-18W/15L R-29W/1S, R-36101/16.
<br />ANCHORS (SR KCT10 4 a ALTERBATNES ON SHMIS 1& 4, 13 a111)
<br />UEE SAFETY STORM PANEL Cti ELEVATION (t)
<br />2.i7• �E 1/4•-1•
<br />/ � PANEL om, aIEpAP,^-_•,=1 ,aM WLLM
<br />i ..,OO1HM«
<br />In SAFETY PANEL
<br />OMRIOR
<br />SECTION A -A
<br />SCALE 1/4•-1•
<br />`. PANEL LEN6TN
<br />(SEE 6E1/ADIOM
<br />� � aN swaT ls)
<br />I r
<br />I i '
<br />_.� 2-.4• WOOL
<br />PLATE
<br />rr vpcom "m" mm
<br />>OR • 9. O.C.
<br />GCEREO W/ STUD
<br />N•woo
<br />VimANIUS A I.RG SMFIE
<br />SCALE 3/eI
<br />moss:
<br />1. INTALLATION ARE ONLY V" FOR A.S.O. DESIGN
<br />PRESSURE RATINGS (p.9. AND PANEL LENGTHS AS
<br />PER ELEYATON ON 1Z
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS 70 BE SOUTHERN PRE No 2, W/ SPEgFiC
<br />DENSITY OF 0-55 OR EQUAL.
<br />PL 1KAL/MM9RUN[/M18
<br />I ;
<br />r ! t INSTALLATIONS ONLY VAUD FOR WINE)
<br />,• SPEW LP TO 170 m.p.h.
<br />1/4' MAX OAP
<br />REGULAR
<br />STORM PANEL
<br />am MIiMI. sM.
<br />L IEC O rna•
<br />24 RODE DALVANREO STEEL STM PARES
<br />I OML
<br />AL PROTECTION PRDDUCISH LtC.
<br />•4r ". 31 • 9MaT
<br />0-1L 0. S i
<br />moc!3M, ROC cm)m-.m
<br />-�'6r2'MA
<br />`r ,-wA 4-IM w ISI4I
<br />LTA A 3NT��- P.E.
<br />20-175
<br />a%ram NN
<br />..
<br />i
<br />star 12 O i6
<br />'►.A N6r �Agla Ma
<br />NL= vlNx'ea
<br />TAPCON Y1• WOI
<br />R e r O.C.. PLATE
<br />REQUIRED
<br />t3;h _ ICI
<br />ti31�-7134ti/�1�14
<br />•. hlll.,ti
<br />1 "v MIX.
<br />g. PANEL LENGTH
<br />( aEwxnom
<br />OWN MEET 12)
<br />i f
<br />1
<br />i
<br />VMNi
<br />Olt@0171
<br />+: / 4L
<br />TAPOON
<br />R0rIke.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.m f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELQ BISMALLAU 16 AS PER SECTIONS 1 THRU 8, ON SHEETS 4 & 5)
<br />MAL A.S.O.
<br />DESION
<br />PRESSURE
<br />(P-
<br />MAXNW ANCHORS $FACTO FOR MN La PER SCHEDULE 96DW
<br />APPLICANE
<br />L1AHN11M
<br />LEN
<br />Q)
<br />IMX. ASA
<br />P10
<br />am_
<br />(P.O.)
<br />MAXIMUM ANpgR2 VIACOM FOR M EA PER SGEOULE 9ELON
<br />A/PUCAdE
<br />IIAIMRN
<br />um=
<br />b01D-iTPAREIN
<br />FEMALE
<br />10'■
<br />Pi"
<br />L61AC-MAN
<br />CALX-N
<br />k
<br />TAPC011
<br />-SEf
<br />FEMALE
<br />0
<br />AMW
<br />ryM
<br />7A►MC-NNM
<br />ML1C-N
<br />1
<br />6
<br />OF TIILY
<br />LENGTH
<br />()
<br />W
<br />W
<br />W
<br />W
<br />W
<br />W
<br />OF /ldl
<br />10
<br />+70. -75
<br />or
<br />i,•
<br />Ir
<br />13'
<br />Ir
<br />1r
<br />Ir
<br />IT
<br />tr
<br />1r
<br />IT
<br />,r
<br />,
<br />s._r
<br />oR
<br />LO•
<br />+75• -76
<br />TO
<br />aHL-,Ma
<br />Ir
<br />r0
<br />,
<br />Ir
<br />6 ,
<br />it
<br />9 ,n
<br />7 ,
<br />Ir
<br />4 In
<br />,Ir
<br />OR
<br />u n
<br />it"
<br />1r
<br />1r
<br />/r
<br />Ir
<br />tr
<br />IT
<br />it
<br />Ir
<br />Ir
<br />Ir
<br />i 01OTiOLO
<br />Ir
<br />s t/r
<br />r2s/r
<br />it
<br />tr
<br />r
<br />,r
<br />9•
<br />10•
<br />,r
<br />r
<br />I Ownuoit
<br />,1•
<br />tr
<br />Ir
<br />it
<br />tr
<br />tr
<br />Ir
<br />IT
<br />,2•
<br />IT
<br />1r
<br />2 OD►)
<br />Ir
<br />ro
<br />,
<br />tr
<br />a ,/2'
<br />Ir
<br />6 ,/Y
<br />7 In•
<br />7.r
<br />Ir
<br />4 ,n'
<br />2 (TOO
<br />IT
<br />,I•
<br />it
<br />IT
<br />Ir
<br />Ir
<br />Ir
<br />IT
<br />Ir
<br />,r
<br />Ir
<br />IW
<br />2 MOTION)
<br />+r
<br />r
<br />IT
<br />Ir
<br />9 1/2'
<br />Ir
<br />9 iIr
<br />0 ,
<br />13•
<br />6 In•
<br />2 par10M)13•
<br />it•
<br />lr
<br />IT
<br />Ir
<br />/r
<br />IT
<br />13•
<br />Ir
<br />,r
<br />,r
<br />1r
<br />tr
<br />r
<br />Ir
<br />it
<br />9 ,/r
<br />lr
<br />2 ,n'
<br />10 1/2
<br />1r
<br />r
<br />(TOP)a,�,-
<br />-
<br />,2 }
<br />12 I
<br />e 1/Y
<br />6 ,/C
<br />2 ,
<br />12 1
<br />-
<br />-
<br />9 1/4-
<br />a 1/4'
<br />3 00T0H)
<br />-
<br />-
<br />2 I
<br />6 1/4'
<br />4 1/4•
<br />2 i
<br />6 1/4•
<br />-0
<br />1/4'
<br />6 ,/4'
<br />3 (90„OA0
<br />r
<br />v
<br />r
<br />r
<br />r
<br />r
<br />r
<br />6 ln•
<br />r
<br />6'
<br />r
<br />4 1/r
<br />4 (TOP)
<br />7'
<br />r
<br />r
<br />s In"
<br />r
<br />3 in•
<br />r
<br />4•
<br />4 1Ir4
<br />tn•
<br />2 ,n•
<br />4 MP)
<br />r
<br />-
<br />a'
<br />-
<br />6
<br />-
<br />r
<br />r
<br />r
<br />-
<br />9'
<br />-
<br />(IOnOM)
<br />is 11rI
<br />r
<br />I -
<br />I r
<br />15 1/2'
<br />-
<br />7•
<br />-
<br />4 (60tt6N0
<br />IT
<br />it*
<br />IT
<br />IT
<br />it
<br />IT
<br />IT
<br />IT
<br />1r
<br />1Y
<br />I IT
<br />to,
<br />a (RIP)
<br />IT
<br />6 'Irl
<br />Ir
<br />I IT
<br />IT
<br />I r
<br />I IT
<br />r
<br />I to*
<br />17 i/r,
<br />it
<br />r
<br />smm
<br />IT
<br />it'
<br />IT
<br />1r
<br />IT
<br />it
<br />IT
<br />IT
<br />it
<br />IT
<br />1F
<br />10'
<br />5 mrmo
<br />it
<br />7'
<br />1 ,r
<br />1 IT
<br />IT
<br />9 ,/r
<br />IT
<br />• ,/2•
<br />o to
<br />7 t/r
<br />IT
<br />r
<br />mom*
<br />it
<br />II•
<br />IT
<br />it
<br />it
<br />IT
<br />IT
<br />IT
<br />1r
<br />,r
<br />IT
<br />to,
<br />a (TOP)
<br />IT
<br />r
<br />IT
<br />10 i
<br />IT
<br />4 ,/2•
<br />IT
<br />6 tn.
<br />7 In•
<br />a 112'
<br />IT
<br />4 1n'
<br />(TOM
<br />6 1/4•
<br />6 1/4•
<br />6 I/4•
<br />4 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4*
<br />6 1/4•
<br />6 COMT-)
<br />6 t/4•
<br />6 1/4•
<br />6 1/4'
<br />a , a•
<br />6 1 4'
<br />6 1 a'
<br />-
<br />-
<br />t i P
<br />{ 1/4-
<br />s CROW.»)
<br />IT
<br />7 ,
<br />17
<br />IT
<br />IT
<br />lr
<br />IT
<br />tr
<br />It*
<br />r
<br />,r
<br />a ,
<br />,
<br />M,�.
<br />10
<br />r-r
<br />Ir
<br />s•
<br />IT
<br />0 ,
<br />IT
<br />6 1
<br />IT
<br />6 ,n
<br />7 i
<br />s ,
<br />IT
<br />4 t
<br />,
<br />>r-a-
<br />To
<br />Y-6'
<br />i3•
<br />7 t/r
<br />IT
<br />IT
<br />IT
<br />o In
<br />IT
<br />10 L
<br />I 1
<br />r
<br />1T
<br />r
<br />I ponah
<br />IT
<br />a ,n'
<br />IT
<br />it
<br />IT
<br />r
<br />IT
<br />r
<br />/r
<br />7 1/r
<br />IT
<br />r
<br />I mOmM)
<br />IT
<br />7 1/2'
<br />1r
<br />it
<br />IT
<br />Ir
<br />IT
<br />1r
<br />11•
<br />r
<br />is'
<br />6 I1r
<br />2 (TOP)
<br />1r
<br />r
<br />IT
<br />0 In
<br />IT
<br />1 1/2•
<br />it
<br />6 ,/r
<br />7 1/r
<br />s 1
<br />it
<br />4 I/2.
<br />2 (TOP)
<br />IT
<br />7 ,/r
<br />IT
<br />IT
<br />IT
<br />o ,
<br />13•
<br />o 1/2
<br />1 ,
<br />r
<br />13•
<br />7-
<br />2 (90TOM)
<br />IT
<br />r
<br />IT
<br />N'
<br />it
<br />9 ,/r
<br />IF
<br />9 I/r
<br />0 In
<br />7 ,/2•
<br />IT
<br />9 ,/r
<br />2 (907TON)
<br />IT
<br />7 In,
<br />IT
<br />IT
<br />IT
<br />10 ,
<br />IT
<br />101/2
<br />t i
<br />r
<br />IT
<br />r
<br />3 (TOP)
<br />IT
<br />r
<br />1r
<br />it
<br />IT
<br />9 In•
<br />IT
<br />9 llr
<br />0 ,
<br />7 in•
<br />IT
<br />r
<br />3 C10P)
<br />-
<br />-
<br />12 1n
<br />2 1
<br />s 1/4.
<br />6 1/4'
<br />2 ,n
<br />6 1/4•
<br />-
<br />-
<br />6 1/4•
<br />6 1/4.
<br />3 WT10M)
<br />-
<br />-
<br />2 1n
<br />t2 i
<br />6 1/4'
<br />6 1/4•
<br />2 to
<br />6 I/4'
<br />-
<br />-
<br />6 1/0
<br />a ,/r
<br />3 (marr0M)
<br />7 ,/2.
<br />3 In•
<br />r
<br />r
<br />7 In•
<br />4•
<br />r
<br />4 tn•
<br />S'
<br />3 ,/r
<br />r
<br />r
<br />4 CHOP)
<br />7'
<br />r
<br />r
<br />s 1/r
<br />r
<br />3 in•
<br />r
<br />4•
<br />♦ 1/r
<br />r
<br />6 t/r
<br />2 ln•
<br />4 CIOP)
<br />a•
<br />-
<br />worifto
<br />r
<br />-
<br />s 1/r
<br />-
<br />9
<br />-
<br />r
<br />-
<br />a 11r
<br />-
<br />Y
<br />-
<br />MOTION).
<br />Ir
<br />7 In•
<br />13'
<br />,r
<br />1Y
<br />10 t
<br />/3'
<br />0 ,n
<br />, ,
<br />r
<br />Ir
<br />7•
<br />(FOP)
<br />tY
<br />6 I/F
<br />1r
<br />1T
<br />,r
<br />r
<br />IT
<br />r
<br />Ir
<br />7 ,/r
<br />13•
<br />7 +/2'
<br />tr
<br />1r
<br />q•
<br />D 1/2
<br />1r
<br />o 1
<br />, ,
<br />r
<br />IS'
<br />Y
<br />a (BDno+O
<br />1r
<br />Y
<br />1r
<br />tr
<br />tr
<br />9 1n•
<br />IT
<br />s 1n•
<br />0 1
<br />7 ,/2•
<br />tr
<br />r
<br />s (ORION)
<br />lr
<br />7 ,n•
<br />IT
<br />IT
<br />IT
<br />o 1/2
<br />,r
<br />,G ,
<br />, ,
<br />r
<br />tr
<br />r
<br />4 Iwo)
<br />,r
<br />r
<br />IT
<br />,r
<br />a ,n'
<br />IT
<br />a ,/r
<br />7 ,n•
<br />s tn•
<br />614•614.614`
<br />6//4'
<br />{11•
<br />bL$6
<br />!•)
<br />6/ Pi14'
<br />6t 4'
<br />6t 4'
<br />9114'
<br />614'6
<br />!•)
<br />$a MET It MR ANICWS "K a WAMO FOR oil%UA mM NTO so19 ME NILosME
<br />• MINIMUM MCN- WINDOW mM WWO I = =W= NE M M O ON WO SON OM .TOR E.O.
<br />Las w11N wwo am SCtOIAE mu no= Moab or M MY M 9MCNM sea ON
<br />900" N M POUO W AOWIE. FOR *0 OPOWM W i POOIEL MOUND fNCLIG
<br />0649m INSM I== NO L NOT 2E LES UM M LOOM SMIMIm IN DAM NOW MC
<br />GO INNS SCHOULL
<br />Ana= Im
<br />, 11
<br />r.
<br />1/4.
<br />t/rH
<br />t 41
<br />1/r0
<br />sPR9N
<br />6Estr
<br />6NK-M
<br />MN ANCHOR WPOsm OIL)
<br />OR
<br />3
<br />3
<br />l
<br />3
<br />2 t/2•
<br />3 ,/:
<br />/AIOMMSS 04
<br />3
<br />3 yr
<br />r
<br />3
<br />3 Im
<br />3
<br />sM/ANIO W Mot
<br />3
<br />3 ,/r
<br />]try•
<br />3 1
<br />3 ,AC
<br />MENUS. ■■
<br />FA610R
<br />-
<br />--
<br />- r
<br />ENO
<br />0.M
<br />-
<br />,m
<br />-
<br />- to
<br />3 Ilir
<br />Im
<br />-
<br />,m
<br />,m
<br />•• SPACINKS ONLY 1RY.IO OMEN SPACER 6 USfD. SEE TH E 1 FOR MAX. AS.D.
<br />amm m" A M X PANEL WHERE SPMEIR �y IS
<br />sWISH
<br />e
<br />AS.D. OEM LOAD
<br />SNP m
<br />40 PW OR LESS
<br />6'-r
<br />> 40 PSF TO SO PSF
<br />6'-2'
<br />> 50 PSF TO SO PSF
<br />W-10•
<br />e MIX PANEL LENGTHS ARE YAUD FOR NSTALLATTONS
<br />W/ SOLD SET MOOS A W/ SPACER AT 12 1/2• D.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL in
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />/4N TAPWN_ POLl9ED 1/41 1Ar VIED I/4.9 TAK'ON POURED
<br />AINc,MI e r ae. art AAIOOR • r oc. I�iF ae ANciloR • r o.c. N12NErE art
<br />-i }/4.0 TAPCON ';u/4Y T#Jo4M -
<br />AtHaaR • r O.c. ANCHOR • 1. O.C.
<br />CONCRETE `YDMCRETE BLOCK REMARE0. OR SLICK IE�OI CRETE M
<br />REGILIUR PANELS a jm MEL
<br />INWALL L0UNTINOS
<br />SCALE 3/4-1-
<br />PLATE
<br />REOm
<br />SEE ON= is a t9 FOR ANCMNIS
<br />mR iTm9
<br />Ile.
<br />Weil
<br />TYPE a WAISM FOR SMDYUM16 0sm
<br />MINIMUM ANION SPAO M AND NOUN
<br />oum •MAMA wow 04
<br />a
<br />•IMWmM i4Y.-.Y 0A1
<br />a
<br />610E OMTA M AN IMAGING ON THIS
<br />ON sm uE�1lD�Da�AM= $R%mTHAN m6GI
<br />-NAAa•+/ rO.r� 2,MI Eli
<br />e/ MILMLr1m lRMOHa 2RMwN ON
<br />SN-m N M;;," 1 PAOOIM.
<br />M■EN, �1■ tE9J
<br />M�
<br />, ,/r
<br />an
<br />Rat T ON i r6eEte
<br />2 In'
<br />am
<br />NEOm MALL 10 09rt1E0 iUlm
<br />W AMOK A
<br />ACI L41LL MOi i l!m'{ t"
<br />r
<br />sm
<br />o
<br />AMMMA sMGI1s THIS 031 F01R EACH
<br />U
<br />ANr3ON TAPE ON THIS lC1EDIAL
<br />al
<br />-
<br />MX.
<br />DOM
<br />:NATION
<br />Er 12)
<br />WALL M 3 NTMIGS
<br />SCALE1. INSTALLATION ARE ONLY VALE) FOR MAIL A.S.D.
<br />DESIGN PRESSURE RATINGS, (ps.f) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 1Z
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PALE No 2. W/ SPECIFIC
<br />DENY OF 0.3E OR EOLIAL
<br />ME
<br />NPANEL
<br />UENM
<br />• - - -
<br />-��-_
<br />-_ ._ _
<br />1 - r PANELUENM
<br />w.","N
<br />I E,ENOION
<br />(SEE
<br />,• Mn.
<br />9
<br />M ON sliET 12)
<br />1
<br />1 ON SHEET 12)
<br />TOR01AS5:
<br />1
<br />R
<br />I •
<br />, 3 i
<br />I
<br />`!
<br />E0.•
<br />1
<br />to.*'
<br />'
<br />1 I i
<br />'
<br />EO
<br />4 •
<br />MAL
<br />it
<br />i
<br />`ItaEa, oa
<br />F-
<br />1 4.0 TAPCON
<br />I/4.0 TAPCON
<br />A
<br />ANCHOR • r O.C.
<br />ANC,OR if r O.C.
<br />CONCRETE L BLOC( IEi01mED. M
<br />METE OR
<br />-CONCRETE BLOCK REMAINED.
<br />!.S
<br />NNINApw•
<br />,3pMpLa�.LL/y�2�F{�RL�3 {�N� Ht IIFi��IFE}I�F611EL
<br />SCALE 3/5-1•
<br />2•.4•
<br />PLATE
<br />RE"
<br />N
<br />N
<br />co
<br />Fu
<br />>
<br />O
<br />U
<br />O
<br />0
<br />CD-O
<br />O
<br />2
<br />C
<br />.cm
<br />C6
<br />U
<br />'O
<br />-4,
<br />cn
<br />C
<br />Cu
<br />(u
<br />cn
<br />O
<br />C
<br />2
<br />�
<br />O
<br />CD
<br />3:
<br />cu
<br />O
<br />O
<br />cu
<br />LL
<br />O
<br />>
<br />.�
<br />O
<br />ca.:Eo
<br />�•'_
<br />cu
<br />.�
<br />c
<br />a
<br />Q
<br />a
<br />z
<br />z
<br />w
<br />J
<br />o
<br />c'
<br />Q
<br />i
<br />c uLL
<br />� O
<br />U N O
<br />0
<br />c: N Ncn
<br />cn Q�
<br />C
<br />(A E=Q
<br />Q OV
<br />/y N
<br />s:.
<br />(may Q.
<br />r4 E
<br />>a4-
<br />11
<br />V ♦
<br />�.
<br />N
<br />>
<br />O
<br />cl)
<br />CL
<br />CL
<br />cuR..�
<br />0
<br />■
<br />V/
<br />cu
<br />T
<br />cW
<br />G
<br />I�
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.4.
<br />
|