|
ONSOW 4
<br />YV1- AND FLOOR MOUNTING INSIALLATION FOR
<br />SPLIT PANELS
<br />0'�4Y5NEd :N1 41 '11te4W 9Q1Y5
<br />'A NDL
<br />�• k t� j Y'+xlrfa•vR"-E' R"U'xa}a'aL'-Y
<br />F-�- Alau ANCF -'•t i
<br />.�"r:. Nwn aft
<br />SANER 5 A PI
<br />SECTION t
<br />SCALE 3/0-1*
<br />T F 4 1/2•
<br />ON, ED,
<br />-ftIn otoOt m
<br />11F ♦mu . -JSb PAA
<br />N¢Ri1M - maT-m guar
<br />{ �NmJtF dd arm ME:7
<br />Max.
<br />sS. cYx �Pa.0 Y
<br />�N AAtIA W C-Q' 1IOx. NATi
<br />4�iNa+N�4 bk �Oadby..'aR9 WpNI@ --------
<br />§
<br />t SMIpMi 2 A M
<br />SUM %
<br />4T-
<br />0a{"A"
<br />Dim of
<br />NULL lcm SCF FDULE
<br />Mai
<br />"�
<br />+.ro1wu dOLn
<br />A Nor.
<br />C
<br />�'
<br />2) 4f16"A tAPo6li':. &I,
<br />w. ICRAOa tj4`
<br />R
<br />R/ 2
<br />rura e�
<br />MAA. MUUm
<br />SPAN CFO) *
<br />REDUIXIED E l
<br />TUBE SRO"" '•
<br />? f-4" 10 5`-8"
<br />: 2'. 4" < Ile I
<br />TQ 6'-10"
<br />2'.
<br />2•x i xti'
<br />6'-iw TO W-0"
<br />2' A 6".x Ili'
<br />• WP TOARS VAR FOR AS_O,S200ESIGN PRESU €E RATING
<br />fd0 DF�,.41
<br />NOTE: MUtt>ON CAN ALSO BE RtSE+L1ECY WJ4 STORM PANEIS 9N TOP
<br />0R 60ft0M bo THAT R >g LOCATED AT TOP CN WrIDM OF OPENRR;:
<br />(ONE PAMIL, OPENSOC WI TUBE Top & BOTTOM)
<br />BUILD -OUT
<br />IIJSaU 1W
<br />WA1 L MOUNtitiG
<br />1131 :AIM ALMNA7it+E ,2,W
<br />$CAL6 Tile - I*
<br />1. INSTALLATIONS ARE. ONLY VALID FOR BUILDING% WITH A.5,D. DESIGN .LOADS
<br />UP TO +55.5, -72.0 p,af. AND PANEL'S LENGTH UP TO W-B'.,
<br />1. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />IUNTtNGS CAN BE:
<br />WAY TO SUE!` .ANY
<br />SCALE
<br />E §f4.41°
<br />A. S?YAAETE $lHgatOk` 5 � WOMMLE CN
<br />ITf.SLLN " FAR ii(iUNTLNQ WALL A FtDOR ►IOUNTING
<br />IM61WAM - ALTUMME 4W iNSWIAnONS tyliFBOM SW
<br />(SECTION AT TOP IS UMM TO +55,9-67.0 MAX. %4Ei 1/4` > 1"
<br />AS:.D. DESIGN PREM!E P✓ATBNG)
<br />Aia'.o altt
<br />8 OYA uawess
<br />4wArr k+aMtA
<br />"WPo°®QA1Ma
<br />Flow lioums
<br />INSIAOUAMON - SE(MN MAIN
<br />CONCRETE ANCHCRB CONCRETE AKHM /(iR CONCRETE kNCHM: SEE SCHEIR" ON SHEET T4.
<br />(SET SCHEDULE ON ., (fiEE SCHFOutE TOA �. :�3.y FOR WIXm SC,RTP. 5YE SECa10N ON S!&'E'I ib
<br />seEr I " M4) ?, 1W%15
<br />D specnsO �' F Mai 1/4 WAa 3/4 at 4/4 T, 2 TW115Fit
<br />_# _(
<br />ti, RFNC ♦ x a 1 1 sore
<br />°^
<br />No
<br />g
<br />REBUI§IRSOFmArTr �. (-,........_»...._-.�_.. 4� ...LL_T _�._.._«._,-..�.. ,.._.,.. MI (ii((
<br />I i r
<br />..,
<br />1 SCHOOKU ON-- + I t t 1 i. 1. t[ i� i_ 1 #
<br />(vNEERigt P j 0N€ELD9R PC rOj 'INTERIOR (EINO PAFS41 ��.
<br />€I,•.- t9 E =WA" on-@; ,IE,F�QR
<br />Ia1 SS p 'A': CLASS- (OiD RhMEl) I
<br />T9 L
<br />> MOT 9 DENY gO
<br />SRao 4 12 ';IT' Q.C.
<br />I t/4^Yxt° MACH :. YSJ 1 410xt' MALY/NE 3
<br />NR,.. T1/ 3/ a .'RAdlfS $� 5ID` 0.ry(.�C�ApGE ii - -
<br />FO t2 tj2 4 �• iGA>F' 6) 'U 'VS
<br />DOE DET tj14) 7. g.
<br />3Y (SEE I, 2jt4) � 7 '"� .., _ . ,.. , .. ,. 1. .
<br />i
<br />d 1
<br />1 i TiW4M1tE loG1%BT
<br />I AT ENO PAN I { 4
<br />`r t 1
<br />_,r, i3EE j
<br />f I A u of i 1 2/ �#,. TFWeME t:OFATfDN
<br />" � ) � I � 9EtAns
<br />� V d �6,=. t S� slt4
<br />F'[At • j I i
<br />OR i
<br />OR CONCRETE � I
<br />BC9ClC 7YML ,
<br />REOCIBI£0 ? � ` 7
<br />j %4 2/4 2A/4. 3/4 CR 4/4 T+ 2. & SVa§/15 do 1W/15
<br />OALTERNATE•DCELIFE Sun PANEL UFE r�
<br />LOCATION OF
<br />1 NOTE 18t1QtV}
<br />SAFETY GAVEL .- ISM
<br />( W/o RE(:t1LAR TPAOKS .(SEE NOTE ,
<br />CONCRETE ANCHLTRB i"' ffr ...' FI'". ri..s."-. ."',.,.;.,"°y°:`. EIELOWI W LAST PANELTt�'.iO BE MSTklt.LO A6
<br />..Jd'� . , ✓ . �s' a. Y LIFO 5AF£Ti.3tURM PPt#L.9PEWLNO SLL.
<br />SC91 - . x. Y (SEE EC€RE ALWAYS W 'TK-A7C
<br />.:,. : 6E.PA0L7) kANdN.E
<br />SWEET 14) ._.:,. r.. I I
<br />... CCH921 A'!� I.C�av- 9>E.3.'.�J. L.S I9 PAO 1E..IIM.T TIW 1 ... � C#a$ O.RA AF,IA f
<br />PoUREp Cm REQUIRED
<br />RECON1EtA . '. �A��rj 79 BE WStAtifp R PRCit
<br />�"T -^ rJ E G41 ETADVF.O INSIDE
<br />-COfNJRTE ANCNPNS it� OF STRU0n1RE.
<br />YATION
<br />SCALE E3j32 >1' TI IN TALAION WALL NA�TN
<br />-- SE TION 1 scALL, s/a' . I` - SECTION 2 SCAM! 3/4' j4 uoi. wr. 0 o°R T � 1 + a/r N
<br />CAP
<br />FN%bFT'�Ft �.-mKTY.,p 4'3t5TlM PiSNT� 1iN iN!aT•�,:aTkEM'..
<br />-.: ":.
<br />.
<br />.. .....:
<br />T. LIFE SAFETY STORM PANEL CAST BE LOCATED AS AN END PANEL (FIRST" CA LAST PANEL)
<br />j
<br />OR AS AN 1NiERMA PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). �i PNIw [,y, TEVA+[
<br />TEE Tin ,) a AT
<br />LIFE SAFEii PANELS MAY 09 UAY NOT BE INSTALLED AD AC£NT TO REQMM-AR PANELS E317A
<br />(W/ OR WIG RECAXAR TRACKS.) SEE NOTE S )
<br />�+�A�s+� ��+1..��� 1-8
<br />�::. (�
<br />2. LIFE SAFETY M PANEL: Ci0NSi5TS Of O.039`. GALVANIZED STEEL STORM PANEL AS SE l'.IVJF�„-_*�. 8
<br />PER COMPONENT S14EEF 2 DF DRAWING. so" 3/32--I-
<br />THISS PANEL ITSELF TO SE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE,
<br />3, UFE SAF£TY REQUIRES TOP TRACK TO BE COMPONENT �& BOTTOM TRACK TO AAp4HlnE§!n}tlfry�`,��+.
<br />at COMPDH A6 PER SIAEET 2 OF THIS MAWING- �,$AY�t(,�` ...... j N.
<br />yt ''°• 4,�
<br />COMPONENT Y RE. INSTALLED WALL OR FLOOR MOUNTED FOL:LOWTNO SECTIONS , 6 ?
<br />EN
<br />2 ON TH15 AS WELL AS DETAILS I k 2 ON SHEET I4.. D`� 'ti�'1, I '+ y
<br />t 'c FLORIDA BUILDING CODE (W t VelocHy Hu cons Zang
<br />4. Min. LENGTH FOR PMW0r � tS^., DDM
<br />�j av_
<br />O.
<br />I: 42C2D TCU3, WF
<br />M N. AAICHO;3 SP LNG` FOR OOM ANCN9T"iE AT QN IS DN£N LN1 o Ac PONENT � ii01'F 20 GAGE GALVANIZED STEEL STORM PANEL 1$oWW, �,
<br />SCNEOULES # iM 2, SHEET ,#. 'k
<br />COMPONENT 1•MRY BE PE"RMANE6r OR REMwABL.E- • •: A'(" + 3
<br />S. SEE DETAILS FOR INSTALLATION ONTO WOOD FRAME aUiiDIN65 ON SHUT IS- ' �'p GtaSlt PROTECTION PRODUCTS, uC. ppE;
<br />P i NIA IL C
<br />V LpC. ow S.W. 31 MEET
<br />d. SE£ SHEET 4 FOR DETAIL APPtIErrlaiE 70 THE NECESSITY FOR THE INSTAISAT�N Of A/jAA Sg 1. t A nlln xNr 20-176
<br />A
<br />AN .wK.. �>. m M+oam wmm�, vl. s4gIE
<br />(iieO II545. Att4342?eld7ot a(�
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WWD BONDS, II7/N N4M �' ax xv Pn.4no .y.+a m tuNMVq Na:
<br />ui-6eparao
<br />WALiR A. T R., P.E r. +x•a4a 4 ,. ..
<br />P-E. 3ETifSAOIMnRWI1M'+TE, *wm or Tat
<br />A%Ub OFWY pop PFTAELN.i5 A/iA Imia AAI"It As Pm SkITRIM& t THRIt In r9N +G PF,1t A Ai 6 At
<br />pME�AXa1FJMA#.P.
<br />MTk4D .7
<br />TAex. LENGMun...
<br />(aces S
<br />OTIONP
<br />tO
<br />c i
<br />m
<br />MOM . TOO
<br />456,A,.--12A
<br />r-a^ OR LL'SS
<br />2 TIN'
<br />LalmaaEn
<br />I TOM a A 7
<br />Fb6.6, -720
<br />Y7'-D` 1O B'n1C LA2K•
<br />2 3I4'
<br />LOALOLTEO
<br />� t TM]Rt1 .y A 7
<br />2 tj2'
<br />itTl Aw
<br />-•..•Y..it
<br />+.ae. -4tL0
<br />12'-4` HNC 1t5s
<br />I * i f2•
<br />• ALNERIAPS
<br />B: $ A 40
<br />' 9MTEo W/ sj4't-7Wx= S.S. 1LS 4 WNGWIT AT LWLRIR 0 04111.001111 OF MCI
<br />NL1a &LY FOI Pmasnt7a QiA imum- ATKIIS As PER swnms 174RU 7. ON SREETS A A• 51
<br />Nine" AS.4.
<br />aftioYN
<br />dmNM ARG 6PA xM6 FDR EO 3 If2`
<br />S , ! kgANM FANU
<br />ANYOF INN N 1 Lamm % #+1. :
<br />i
<br />TAPCOMC.
<br />CF'tAW-oRIP
<br />GLLN~•W
<br />P.rN6AM'I'E §74MLC 10
<br />- PANEtMKTE PCtsR
<br />70 cosc r,
<br />OW
<br />10
<br />To 004CRETE
<br />CO0-0ENCRETE
<br />TO cokamO
<br />TOR
<br />6LOCR
<br />b•
<br />d§}A
<br />VIA
<br />N/A
<br />9`
<br />N/A
<br />tl`
<br />AjfS
<br />6'
<br />lCfk
<br />1 t
<br />E"
<br />NIA
<br />kJA
<br />N/A
<br />6'
<br />NJA
<br />6"
<br />AyTA
<br />6'
<br />NIA
<br />.2. {ice}
<br />0'
<br />NJA
<br />NIA
<br />. VA
<br />e
<br />N/A
<br />d�'
<br />NjA
<br />b^
<br />H/A
<br />_N/A
<br />'t (wnw.-
<br />+55,. -72b
<br />6'
<br />A NfA
<br />N/A
<br />N/A
<br />d'
<br />NfA
<br />6'
<br />NIA
<br />4'
<br />! d: s iipP) 1 i'-b' OR LE}.' '..
<br />-
<br />ON €£SS
<br />d'
<br />S
<br />W4
<br />NIA
<br />8`...
<br />6- -.
<br />6`
<br />I`
<br />d"
<br />6`
<br />1 (6ortom)
<br />6'
<br />NIA
<br />WIN
<br />N/A
<br />6'
<br />NIA
<br />N/A
<br />6'
<br />N/A
<br />7)..
<br />p'
<br />$"
<br />Tilh
<br />N/A
<br />'G.
<br />6`
<br />6,
<br />C•
<br />d�
<br />$`
<br />4 A 7 CFgT1'.0M}
<br />NJA
<br />NIA
<br />L2 TJ2'
<br />$ IJ4*
<br />12 lyr
<br />a Ile
<br />B 1/4"
<br />6 t/41
<br />6 1/F'
<br />SW 94EM t0 A It FOR ANCHDAS h'PE A'SPACM FOR 0ARRUARWIS 9110 WgOb MOW (AOCDIRL
<br />MMOkARRNNmDISTANCE An MWATR N 1WSCISDIAL OR E.tt, =5
<br />1HU5:"ACNRI BY M ATI "40 SPAC�0M10��wow ON EiMmiE BY
<br />TTN, PO, 4300 F Am THIS OPIWID" 10 !O PO6$IdLE, 6P..r..., wou LAtA10 FACITAA
<br />_-Wu Not K LESS THAN MIIAAN wM*Ao mickim TOR two ANC W TIPC AT ANCHOR$ =00,
<br />AMiWOI Tm
<br />1/�"P
<br />TAPo,,N �.:
<br />_...!-/ -t_,.
<br />iP W.�
<br />1 4"a
<br />4J4Tr
<br />>�
<br />1/41
<br />.-*..:.
<br />tj4"A .
<br />Un ;.t*m stAmmG 0.4
<br />3
<br />3
<br />1 3
<br />A
<br />2, j2
<br />3
<br />x
<br />as Nni 1k ib :M1?I
<br />!
<br />9 Tfk
<br />91j7
<br />4
<br />3 f/;.
<br />ATA&K tL1� (TRINE':
<br />1 tn•
<br />sa
<br />.3F
<br />q 1
<br />Tw
<br />3IJ-
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<br />� tm
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<br />SEE "SClff.W S ONSMKF! 6 t
<br />IT
<br />FOW o oLa45_ ' T_ Systg/3osA
<br />1 1: 4. 17 1MIY 43 1
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<br />t
<br />'^t.T$ J L1mM
<br />------
<br />C tYOMoiH d' P1ATE
<br />SCAM 3/5-1^
<br />LITOTES:
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WTI§ A-S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-11"
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. Wj SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />TOP dY BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />STUDS O EVERY
<br />OVERLAP
<br />112 t f2^ O.C.jj
<br />TO 1{OLD GAILEL
<br />C/4 SEE SEET£RIOR PANEL�- -END PANEL
<br />�OR-ttN
<br />y SCaimWi $t .3CMEOU4E %t
<br />i -^- 3'. •.. FOR Matt, •FOR Mbx 3
<br />OR DIRECT MOUNT SPACLI�EaRO Sp 1
<br />DETAIL `i WALL MONTINO It lAINA7 N t<L4 P CABSE T SCNE12ULE i
<br />SC+WE 3fi6' > t'
<br />MAXIMUM A.10, 12ESIGN EREULiRls ULNG CR sAft� AND
<br />AT 1, FOR
<br />INUAUXIONS I = CONCFtETE � CO]y�R��F �_LbC �G7URF
<br />�aLLE..i€ t ' �i WL3YML.3d4!!r� TOP � aDg9M W� r a_ .� a t I�
<br />ND•
<br />NX*IhIM AS.O
<br />12/PCUH
<br />� MAP-L4nP
<br />TAI1C -3N
<br />P NAYM4TE Ti}MI,E U
<br />fA14TNAtE i+il[a
<br />APPLICABLE TO
<br />DE31PM
<br />PNFSSLIO
<br />PA O t.
<br />To
<br />CCNO#ETE
<br />M[aR M
<br />_
<br />�
<br />EoNg F:
<br />CONCRETE
<br />9LODKCOWAM
<br />-
<br />C.. LT'E
<br />B10CN
<br />Z4. E jE
<br />Ca An RLDCR
<br />SECTIONS � #
<br />t T1WAt
<br />EMIDMUM PrMO-.
<br />LENOTM ti GC)
<br />6,..
<br />N/A
<br />NjA.
<br />N/A ...
<br />8'
<br />NJA
<br />8`
<br />N/A
<br />S° N/A
<br />:I * 2 (MOP),
<br />+55,D. -72.0.
<br />9"
<br />7'
<br />9'..
<br />9"
<br />9" I
<br />a"
<br />9"
<br />9'
<br />9".. 9`
<br />1 (BOTiOAt)
<br />5-0` tSR. [ESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8^
<br />1 N/A
<br />B"
<br />1 NfA
<br />6` 1 N/A
<br />11 & 2 (T)
<br />?
<br />+5 . -72.0
<br />50
<br />e"
<br />5'
<br />B'
<br />6•
<br />9"
<br />1 i 2"
<br />f
<br />9"
<br />9'
<br />9" 9"
<br />1 LROTTO#i
<br />( )
<br />5 -C" TO 7'-6°
<br />+SS 0 -72:6
<br />N/A
<br />N/A:..
<br />rofA
<br />6'
<br />N/A
<br />B^
<br />1dtA
<br />6".. N/A
<br />i de 2 (TOP)
<br />-:7`-G' TO a' -a":
<br />$°
<br />$".v III
<br />BOTTOM
<br />immemuY AS.O.
<br />f1F5I}M
<br />PRESSURE
<br />RATWC
<br />: fSNp A bt>f` NO,tNOi TOP OF A14YET
<br />p F {STIq A 3" I*,, FRON 1 Of AIntF)
<br />APPUONS � TO&
<br />SECTI
<br />WY C�WATIO
<br />FtAiDMUM P
<br />LVNDTH
<br />TAPCCEIN
<br />CONCRETE
<br />CONCRETE Dowlim
<br />+49.2 -614
<br />3" 3^
<br />4 1 2^ 4 '+/2.
<br />2 (aaTTOM)
<br />7'-6° OR US
<br />+52.a -WO3'
<br />3"
<br />4' e
<br />2 (BOTTOM)
<br />7'-S! 4R LESS.
<br />+65.0 -72.0.
<br />2 1/2' 3 1/2'
<br />4° 3 t/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+55.0 -72.0
<br />2 1/2" 2 1/2`
<br />N/A.. NJA
<br />2 (BOTTOM)
<br />7`-6" TO a-
<br />+58.0 -72A
<br />Nf A N A
<br />3..
<br />2 ltE�
<br />7'-6° To -e :.
<br />ECO ,
<br />ED
<br />ED� �r I
<br />et
<br />TI
<br />SCALE 31S.I.
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<br />EDH
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<br />SGLE 3JB>'f`
<br />t
<br />EQ
<br />`
<br />PuOu€
<br />4 4 ® 6AA. F4i P4._. L4 y
<br />omw taiFCQ VON,20
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />F.P.
<br />CRANN 0:
<br />GLOUL PROTECTION PRODUCTS, Lac,
<br />O7f21
<br />L
<br />aE00 S,W. 69 6TR6'FF-
<br />MY E. TL. Sa314.
<br />P,aOE; Wo-MkRW-v6aa. rAC: �I Ago8'isq
<br />nxr a .c... rinser rx.
<br />dE42a1 COMPANY
<br />3AL wMpFS. ML "I.-
<br />.............
<br />20-16
<br />DIba.00 Sic
<br />aoIWM AWA I69M
<br />PAS
<br />Abaa, -72a
<br />a`-C
<br />3 3I4`
<br />4Ab➢LTEa
<br />SEE SET 16 FOt ANC9Wpa TYPE 8 SRAKYNG CCw POt#IAtiBAta INTO WEND FRAME 1100 NC.
<br />MW" AMp/0R WACOOM 00 MNMVM MOE D ANCE Oi OTED ON IM SMILE- FOR
<br />EA, LASS 10" NDCOM ON $00M Ai REDUCE ANCHOR SPACING In ViftrPLYIND SPACIND
<br />SHCWMN ON SCHEDULE BY THE MUM" FACTORS, not ,HLi MMYON TO E3 WAtit61E
<br />REDUCED SPAGm CRTANi6D ISM FA M SHILL NM BE LE% rrM MOAN 1OFa0010,
<br />INDICATED FOR EACH "MR TYPE AT ANO M i.GEN L
<br />I
<br />TJ
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<br />P%iQ
<br />. _
<br />PANESX4E
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