|
D CLPSUR9S. DETAILSS N IN POURED CONCRETE.
<br />CONCRETE BL CK 0R WOOD $TRUCTURES" VAUD FOR REOI LAR LIFE
<br />SAFETY & E—Z HANG STORM PANEL (1) SYSTEMS
<br />r-
<br />.;.._..-FiN1RiD ODiICRE7F.
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<br />q I 14'4 s t 34' tAPC9N
<br />BLOCK ON Q'a4' ?iBGFi :'RAt/!<: } PC.aIED CONO -. I - / 1
<br />OLOCK CONCRETE ODNFUNAl
<br />REOO'RLL CONCRETE 9LOCN f"1- AN(DNDR 012,
<br />2"X4' WOOD t1tANE - fa�___��
<br />� 4R Min � •.,,
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<br />RI:GUEfEa - I � � -aF,: �". •1 "�:• 7`xt/4' GM .0
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<br />5vF PAWJ: t { 1 i
<br />48' F1r N -J APLa AAICtiOR LED LOw
<br />n x X:. Y Oa6 TD
<br />! @ }2 O.G VARIES x ,D ".CONS
<br />r r,
<br />L ALUM ANGLE OR.-..
<br />Nqx' I 49G' 71o8-1115t SHEEP POURED .CONCRETE CONCRETE
<br />i �4
<br />- T4 MLPL AUNL :BENT PLATE
<br />2' X BL401t OR ' 3"M' Y&Mo f1iAMMC
<br />. ITtP) �t S1
<br />- 14 REquR
<br />31 H D9 DR 2i2" ( f
<br />GOBS ALLOY ;� r 1 4
<br />fxNt. ALUM, ANDtE ' 4N
<br />s �t- 9X,
<br />�s Mac GAP
<br />m-`4',
<br />1/4•,d BOLT e'. .D7Y
<br />• 12' O.0 31;5 , OR BC63-T5 MLOF
<br />wlak"NUT Cant V-. AHOLE
<br />CASE A MANI CASE B (ELAN) PASE C (PLAN) CASE D (FLAN)
<br />SCALE 1 , 4'-1" SCALE Tr4 �'"
<br />f_1
<br />soraE i J� SCALE f
<br />MUD -SET OR CALK�
<br />on PAHBIMTE N
<br />r r PO13R14, WNCgE7F-.. ,R4A Ai rFEiAt 2 AND
<br />+� CONCRETE BN.ax _ �'�,+�.. �4o1T9M OA PLUG:(S[L 4 PANEtALATE
<br />P0URE4 COrX:AEg ��•�
<br />TaEK - oW x ASA OF ARLE oN r
<br />-I:'`; CIHA"kETE V 5 VAR i 'X4 WIND ' ,SG& u) SFwE1'S A
<br />- (MIN PANEL :Z: .� 4 � FPAME REQUIRED AS APPLCtBLE !D t Yl)
<br />2'>r4" woai FTMN[ 5 FNme '.
<br />OVERLAP BEYOND �
<br />'�'-*715
<br />.'
<br />POURED CONREO
<br />CONCRETE, CONCRETE. . .. r „•
<br />OPENING tf
<br />W,E>RI)
<br />BLUCK OR 2%4' WOOD FTBALE
<br />S,.
<br />iO.O067ED , ,/+i' #iOw'. \.
<br />_ r MALL (*,a OUT END PANEL)
<br />X w B O DISTANCE"["t`�'-' ;-.-
<br />I
<br />I <• r
<br />4,AA9„HIIIN*'r'4 CASE G (PLAN)
<br />R.A .
<br />Q� ,y SCALE 1/4-.1-
<br />",
<br />INrDiIGf. adl f totr •'• rl ��
<br />-... . �••••• •• 1/ FtNi 0.RECr I ALLA N ONLY k
<br />VALID
<br />NVT F.4 ac 'A.MOUNT NST Ti0
<br />CERTXf1E0 PANEL. INSTALlAT10N AT WAILS W/
<br />s '• No, 4A167 SURFACE. LEVEL. VA#ATIONS WITHIN 3/4'
<br />FLORIDA BUILDING CODE (Non High Vetoolly 14WU core Zone
<br />CASE E PLANS AC SE F P N F IATE OF :Ara m 24 CAGE GALVANIZED STEEL STORM PANEL ..Br
<br />%
<br />SCAM 1/4'-1` SCALE 1/4•:=1` fi •.. LORID�', a,�' : -
<br />,y 1 I L E O GLOBAL PROTECTION PRODUCTS, U.C. "ME,
<br />INC.
<br />AANNNH11111 « __JJ aNbWILFI_ SIAEEN
<br />r�/LiG7 1wGlT T'[StUNO • : WIND cowPANr
<br />X.t 3w a4 :. ata. oN1wXs A 3Nr aa+E:. n. mtX 20-175
<br />1 f M = Lm# v,-,4n. Pw , trr3 dTi<r6n PIIXNE {a54jmS-]BIOS, FAX (M. 1itlS,'ala7
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<br />IWLTFR A 1XLFN Nr,. P,E. n w NXss, or
<br />15F
<br />(VALID ONLY FOR PANEL tt;•,1' INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 QE 7)
<br />LAME A:S.D.
<br />PRESSURE
<br />RATIN
<br />(GATT
<br />MAXIMUM ANCHORS SPACING FOR ED.. AS SHOWN. ON SHEETS 6 k 7
<br />APPLICABLE
<br />TO
<br />�/ a: AnY
<br />CI
<br />OP THF1d
<br />EL
<br />AMDESIGN
<br />LENGTH
<br />1
<br />TAPCON
<br />LAG SCREW
<br />PANELMAATE
<br />FEMALE 0
<br />PANELMATE
<br />PLUS
<br />WOOD 8U&1* G
<br />13`
<br />13"
<br />73'
<br />13'
<br />13`
<br />w (TOP)
<br />13-
<br />is-
<br />13`
<br />13'
<br />is"
<br />1W (BOTW
<br />6 Ile
<br />a Ile
<br />6 Ile
<br />6 1/2"
<br />6 Ile
<br />11 (1")
<br />-
<br />-
<br />6 1/4'
<br />!2- 1/2•
<br />6 iJ4•
<br />(801T.')
<br />5'-a'
<br />OR
<br />LESS
<br />------------
<br />is"
<br />7S
<br />13'
<br />73'
<br />(TOP)
<br />+45. -45
<br />LESS
<br />13`
<br />13-
<br />tJ'
<br />13•
<br />i3`
<br />4W (9DIT04)
<br />13'
<br />tJ'
<br />13'
<br />13,
<br />a Ile
<br />! W
<br />13'
<br />73'
<br />13'
<br />13`
<br />6"
<br />1W (BOTTOM}
<br />a 1/2`
<br />6 1/2'
<br />6 Ile
<br />6 1/2`
<br />6 1/2'
<br />2w (TOP)
<br />-
<br />6 1/4'
<br />12 i/e
<br />a If4
<br />2W IBM.-)
<br />4 1/2-
<br />4-
<br />6 Ile
<br />6' 1 J2'
<br />.(TOP)
<br />1 s4"
<br />4 X/e
<br />- 4 r/e
<br />7'
<br />r
<br />-
<br />3W (1KXITO7)
<br />10 Ile
<br />9 t/2
<br />i?'
<br />le
<br />4'
<br />W (TIP)
<br />13"
<br />h3"
<br />13-
<br />13"
<br />6 Ile
<br />W {90770M)
<br />• SEE TABLE #1 FOR MAX. AS,D. DESIGN LOADS X MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 5
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE E
<br />ANCHORS SPACING FOR E.O, - AS SHOWN ON S14EM 6 k 7
<br />APPUCABLE
<br />TO
<br />M�TE7�aN�A.
<br />TX0A61H4T.
<br />OF TERM
<br />MAXPAUM.
<br />PAl
<br />TH
<br />i
<br />LENGFEMALE
<br />(H-)
<br />TAPOON
<br />LAG SCREW
<br />I)
<br />PAN��TE
<br />WOOD BUSHING
<br />13'
<br />13•
<br />i3'
<br />13-
<br />13,
<br />iw (Top)
<br />13'
<br />I3"
<br />t3" _
<br />13'
<br />e`
<br />1W (BOTTOM)
<br />6 Ile
<br />6 I/e
<br />61/2,
<br />6 Ile
<br />9 1/2-
<br />QoPj
<br />-
<br />-
<br />6 Apr
<br />12 1/2'
<br />6 1/4"
<br />7,
<br />7 ile
<br />_5"
<br />e,
<br />DR
<br />LESS
<br />7 1r2"
<br />13•
<br />13,
<br />13` -
<br />13•
<br />I3"
<br />411 (TOP)
<br />+45, -45
<br />lO
<br />+75, -75
<br />I3'
<br />la'
<br />73"
<br />13"
<br />13'
<br />4W (BOTTOM)
<br />13•
<br />1]'
<br />13'
<br />13,
<br />ID' -
<br />1W (TOP)
<br />13•
<br />13"
<br />la-
<br />13•
<br />6 1/4'
<br />Iw (BOTTOM)
<br />e Ile
<br />6 1/2'
<br />5 4/2,
<br />6 1/2,
<br />6 1/2'
<br />2W (TOP)
<br />-
<br />8 i/4'
<br />12 112•
<br />6 1/4`
<br />2w (BOIL-)
<br />>5•-0`
<br />4 tf2"
<br />S"
<br />7. If2"
<br />7 112`
<br />-
<br />3W (TOP).. -
<br />10
<br />y•
<br />S,
<br />.5 Ile
<br />a
<br />B'
<br />-
<br />Jw (BaTTOM)
<br />73"
<br />72"
<br />T]'"
<br />t1"
<br />5 Ile
<br />4W (TOP)
<br />TY
<br />13"
<br />l3'
<br />13'
<br />1 To'
<br />4W (Bono
<br />• SEE TABLE #I FOR MAX. AS,D. DESIGN LOADS dt MAX. PANEL LENGTHS WHEN SPACER A IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TABLE
<br />s, A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />5'-0^
<br />> 40 PSF TO 50 PSF
<br />B. -2*
<br />> 50 PSF TO 50 PSF
<br />W-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE )D OR PANEL MATE PLUS
<br />ANCHORS & W/C9,9SPADFiW kFN,}2. 1/2# O,C,
<br />MAXIMUM A,%D. DESIGN PRMURE RATING (p.sf.) AND CC 1AXIMUM AN040H SPACING SCHEDULE
<br />EQR REGULAR STORY PANEL a) INSTAL a 10Ns INTO CONCRm & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 do 5)
<br />ocnm
<br />I
<br />i9N rr.
<br />A9SM 1 NNr
<br />4p`A A..Itij4,
<br />a"P' •' ,GEAt ';"F
<br />A MAX, PANEL LENGTHS ARE D VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANC}t0'RS &.'N/ 'SPACER AT 12 1/2` O.C.
<br />.
<br />FLORIDA BUILDING CODE: Non Nigh V•loctt Hu cone Zen9'
<br />IS
<br />• Z +nWlD 7ATDCO IiD.. DRAWN
<br />441$7 c 24 GAGE GALVANIZED STEEL STORM PANEL �I ,�.
<br />z #, -
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<br />IL EC O ome. GLOBAL PROTECTION PRODUCTS. LLC. "ny'1/"'°
<br />13,1011,11 TROD SW. 91 STREET
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<br />fA, USXN 4 Ifn1A114c,JDATE �- *&W A dr�oom. tlP,,:G tx4.r , 91ast A OF to
<br />MAX. AS,D,
<br />DESIGN
<br />PRESSURE
<br />ESSU
<br />�aism
<br />{
<br />MAX"*
<br />ANGNDIIS
<br />SPACING
<br />FOR
<br />MIN E.D.
<br />PER SC4(EOtXLE
<br />BELOW
<br />�
<br />k
<br />_ OF THEM
<br />MAXIMUM
<br />PAIR
<br />lENBiH
<br />(fL)
<br />.. MAX AS,Q::
<br />,OESfIN ::
<br />PRESSURE:
<br />(P,d.f}
<br />MAAIMLB9
<br />ANCHORS
<br />SPACING
<br />FOR Lib%
<br />E.O,
<br />PER 30HEDULE
<br />9EE.OW
<br />�•E
<br />� ,.
<br />+/
<br />9 ANY
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<br />t€NGili.
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<br />PAN
<br />AWS
<br />TE
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<br />SDtKi»5ET
<br />PAAtEEMA
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<br />CALK
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<br />1O
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<br />13"
<br />LriNl7ai[
<br />..
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<br />t%� �TK3N
<br />THEM
<br />+4>� 4a
<br />LESS
<br />13'
<br />h3`
<br />73"
<br />13"
<br />73'.
<br />13"
<br />t]'
<br />IJ`
<br />13`
<br />13'
<br />OR
<br />LESS
<br />�^4a
<br />-55
<br />i3'
<br />23'
<br />43•..
<br />11'
<br />t3"
<br />N"
<br />13'
<br />11`
<br />13"
<br />1h 1r2
<br />1 }
<br />�
<br />,.
<br />:
<br />t3"
<br />IT
<br />13* 73'
<br />13`
<br />IS"
<br />13'
<br />1]'
<br />7J'
<br />13'
<br />73'
<br />13'
<br />13'
<br />t {BOTTOM)
<br />T]'
<br />IJ'
<br />la'
<br />� 73"
<br />73'
<br />13°
<br />Ir
<br />Ir T3`
<br />@'
<br />13':.
<br />11`
<br />ll 1/2
<br />1 (Bo7TOM)
<br />t3'
<br />13"
<br />73"
<br />tY
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<br />iJ'
<br />13'
<br />iJ`
<br />13'
<br />13'
<br />t]'
<br />tJ"
<br />13'
<br />' 13"
<br />13'
<br />7J"
<br />13"
<br />73'
<br />13'
<br />t3"
<br />i3 '
<br />it Y J2
<br />2 (TOP}
<br />i3'
<br />i3'
<br />11,
<br />iS"..:
<br />13'
<br />13'
<br />13'
<br />. }3°
<br />13"
<br />13'
<br />73".
<br />J (4OTTOM)
<br />/3'
<br />iJ'
<br />13"
<br />Ir
<br />13, 13`
<br />73"
<br />97'
<br />t3"
<br />73
<br />tS
<br />73"
<br />1 1/2
<br />2 {BOTTDMj
<br />3'
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<br />13'
<br />13"
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<br />9J'
<br />T3"
<br />13"
<br />53"
<br />13'
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<br />73'
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<br />13`
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<br />4 Ij2"
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<br />Y4'-4'
<br />13'
<br />6"
<br />13'-
<br />t3"
<br />131
<br />8 1/2'
<br />13'
<br />91/.
<br />9. 1/2`
<br />6 t/x'
<br />.,I3'
<br />S 1/2`
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<br />7 1J2'
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<br />}3'
<br />t0"
<br />11'
<br />8"
<br />tS'
<br />6 1/2"
<br />1 (BOrIt7M}
<br />73'
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<br />1D.tj2
<br />13' :
<br />7'
<br />13`
<br />7"
<br />7 Tf2.
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<br />13'
<br />+'�/2'
<br />(1Y/P}
<br />i3"
<br />6'
<br />73"
<br />73"
<br />13`::
<br />5 Ile
<br />13- -:73'
<br />S lr2'
<br />B tf2'
<br />6 1,fx'
<br />13'
<br />5 1 j2`
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<br />7'
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<br />fi3" :
<br />B 1 3
<br />J
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<br />_. �4'•., STATE Off.""';P-'- IL. E�C O LIDO, : LENGTHS AS PER ELLYATXDN ON: SHEET 12 ., '••........::: - -- - L.L NEC 0 f1tc. -
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<br />yA rCNALE _ _ r 20 175 MEMBERS 70 SOUTHERN PINE No 2, W/SPEOIFIC . F . _ _ 20.175 , R+4AM....rxaAxww, /IAD,M ..1,:
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