|
END_ CLOSURES DETAILS_ FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOQ STRUCTURES: VALID FOR REGULAR, LIFE
<br />WETY & E—Z HANG STORM PANEL (b SYSTEMS
<br />1
<br />1 1
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<br />I.
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<br />��--------- ----J M- GAP
<br />1/4' 11 6 L ,t 4 e -ow
<br />e 1r oa ia,m-N�o� TI NAM
<br />W/,PLINK
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PUN)
<br />SCALE 1/4•-i' SCALP 1/4--1• SCALE 1/4'-1' SCALE I/4•-I*
<br />v 7 Sala -Si a CMx-41
<br />�D O � lWE
<br />°P� AA R'OG' I Tlall M
<br />—t/yy P", °Qw+a a rwIQwTE tws �E[
<br />OR
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<br />o FRAY[ r MK
<br />p MroOVERLAP
<br />CONCRETE. CONCRETE Pro3� 1�
<br />ahi tIObD PMAE
<br />am,m
<br />y 1ANNES •© OR® -VBD" ,7/ iN4101tf0 tNONr •
<br />f tA: 1 2 "E CM END PAIEL1ro
<br />-
<br />X - ao. DlsrAr.E
<br />---- =""?T A CASE G (PLAN)
<br />trial a : Tl�r
<br />��,� SCALE i/♦-W
<br />+.' �`P01
<br />'�,�cEa
<br />VALID FOR DMV MOUNT PSTALIMON ONLY It
<br />`�: ' .'••.,-7,
<br />( D PANEL INSTALLATION A7 TEALS W/
<br />No. 4416T DACE LEVEL VARIATIONS WRK" 3/`'
<br />_ * # # FLORIDA SUMNO CODE NWrrieono Zone
<br />CASE E (PLAN) CASE F (PLAN) am UJIoa W- 24 OAK GALVANIZED STEEL STOM PANEL
<br />SCALE 1/4•-I' SCALE 1/4•-1' Ol. • •.!(Oq)OH` ;tr� Omit m
<br />ECOS«c. PROTE M PPRDUCM UA
<br />rN, iL •OW
<br />41rt NI 61 / -Ei•,W .aa. w.,,t. Mc Wlw • Dr. n- m,a 20-175
<br />I... MM a•ttM , tr , ae.n-w PNolc MS)EM-Tara IR1: tw+)IM-6taT
<br />.-.....n..-
<br />a. caw" r.
<br />Pa 6rL,c1�A°aw7" Pt MUM I W M
<br />Ifff
<br />MAXIMUM A_e_n_ DESIGN PRESSURE RATING s.f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (1) DWALATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 1Q INSTAIATTONS AS PER A.TERNATNES 1 W THRU 4W. ON SHEETS 5 A 7)
<br />WK A.S.O.
<br />OEM
<br />PRESSURE
<br />Rom
<br />MAXABAL A CHOM SPAM FOR EA - AS SHOWN ON SHEETS 6 At T
<br />APPOCAN E
<br />1°
<br />ALTERMIXIM
<br />A /YI'r
<br />or THEM
<br />MAM UM
<br />PAEL
<br />Loom
<br />(IL)
<br />TAPOW
<br />LAG SCREW
<br />PAtE1)AATE
<br />FEMALE O
<br />PANDANTE
<br />PLUS
<br />WIOMr BUWM16
<br />,3•
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<br />tr
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<br />6 1/2•
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<br />0 I/r
<br />(Tap)
<br />-
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<br />-4•
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<br />Ir
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<br />13•
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<br />Ir
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<br />0 I/2'
<br />6 1/r
<br />6 I/r
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<br />6 1/r
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<br />• SEE T)IOE +I FOR MAX A.S.O. DESIGN LOADS St MAX PANEL LENGTHS WHEN SPACER IS
<br />USED. OORRESPONDW ONLY TO ALTERNATE 2W ON SHEET 5
<br />,/4•a T,
<br />ANCHOR
<br />EXMsteMo PItu�II La •
<br />CONCRETE SL OK
<br />REOUMED.
<br />I'
<br />rA" ITE
<br />AMCIIOR 12 1 O,C.
<br />W t/l «
<br />MAX. A.S.D.
<br />PURE
<br />RATING
<br />MAXNAM ANKH M SPACING FOR E.D. - AS *VMW ON SHEETS 6 A 7
<br />APPUDAME
<br />10
<br />Am"t W
<br />OF TOM
<br />1
<br />13POON
<br />NAG 9ORE1F
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<br />(MOP)
<br />+4e�-46
<br />+75. -75
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<br />IF
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<br />• SEE TABLE /1 FERN MAX. A.S.D. DEEM LOADS t MAX. PANEL LEMIMIS WHEN SPACER M
<br />USED, CORRESPONDIND ONLY TO ALTERWTE 2W ON SHEET 6
<br />reetIE
<br />li e
<br />A.SA OEM LOAD
<br />�NPANEL
<br />40 PW OR LESS
<br />6•-6'
<br />> 40 PSF TO 50 PSF
<br />5'-2•
<br />> 50 PW TO NCI PSF
<br />5•-10'
<br />e MAX. PANEL LENGTHS ARE ONLY VAUD FOR 04STALIATIONS
<br />W/ PANEL MATE WAALE R OR PANEL MATE PLUS
<br />ANCHM t W/ -4(�jiii�lWirgj 1/2' D.C.
<br />' PANEL
<br />LEPICr11
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<br />ESE sots is A to roR AMc als I,PE A swM "a
<br />NONL ncn mO 6000 NOW MMESML
<br />MAW NOON SPAISM AND ONNAM EDM OW X=
<br />ARE MOVES ON TNa 900OULL MO E.a MO THIN
<br />scxwm DN Somata RI ANCHOR vADPM F
<br />MA/PuW aKII SOWN an SCONE A M
<br />PoumrM FACIOW no INS OPwwOV To aE
<br />RMM 9PPOW aMAPRa RAND FA = OVAL NW ME
<br />uIa TIW11sMNM WNW 6101000 /ON LAM mom
<br />TIFF a THIS RgNDIAc
<br />1/4-6
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<br />AIR I S VVI R W
<br />PNOIOR
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<br />/M
<br />asvw'O'w
<br />REQUIRED,
<br />i/AMCIOIIWALL
<br />A
<br />•L.• LEAK
<br />Ir PANEL LENGM
<br />(SEE B"ATION
<br />3 ON WWET 12)
<br />i I
<br />�r
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (o•s f•) AND CORS&SMI !NG MA_Y_IMUM ANCHOR SPAMG SCHEDULE
<br />FUR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE At CONCRETE BLOCK STRUCTURES
<br />(VMM ONLY FOR PANE O1 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5)
<br />aw ALSO
<br />PRESSURE
<br />RATING
<br />(P•ata
<br />MMUNIUM ANCHORS SPACING FOR MIN ED. PIDt SCHEDULE 6EIOW
<br />APPUDWE
<br />MAONM
<br />ILMiN
<br />(L)
<br />A.S&
<br />OEM
<br />PNE581AE
<br />AIM•
<br />(pbf.)
<br />MAXIM ANCOM SPACIO IN a k EO. PER BCF6DAE Sam
<br />APPtOPIE
<br />10LIAIOM{R/
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