|
NE S=.*W$ 1. 3 e 4
<br />LW ay /a'
<br />4 WALL AND FLOOR MOUNTING INSTALLATION FOR PA"CE9GMMI. 1. mmR°mlc
<br />Ou SCHEDULE OR SPLIT PANELS rs P•J -"' mwanc ARC Omac 0.
<br />I lPy { 3>+fiT tl 4 9} '
<br />SOLIS
<br />PauFSD - I " / # � zig".=/a1a-a- rH2',:, +•Aa'-tl- \,
<br />DOIATlEIE �; ` I - �4•t � � ® ,urn Ix
<br />2
<br />DF ti 1
<br />' i. Wm a,e. uPa« 1J k
<br />A ,
<br />I #
<br />���L I SCALE T 4 pr 1 j 1 1 •".. 1
<br />� i PANS W -TY � fYI«L .iibaAAUA.� # • �� _'.�' ,i�r.
<br />t XAGI PRS M461g
<br />a� DEW4 f / rVR.W • 1� SF'tA9fEt>� s.IRB
<br />i
<br />IVW SIDIWI PH6�4 a1-
<br />i �Q@LR. 3
<br />e air i - ww-N AliT! 1» A,W _ N10113E Z.
<br />ROND " ON WS smim E
<br />i
<br />1 I MnY. 2�6/,� Y ± DOOR-YPY iD. i.
<br />LIME OrONS on,1 I H
<br />1Ae0W j 1 PoeOFS16-01
<br />f _ WINNER i NU
<br />,Ss.O p+l. -7x:0 PaL 1ALMON
<br />i
<br />1 I I Y, mi �•sI.�RE� 1 I X� _
<br />1 1 �
<br />ea44 x t a Y� } 0tvroP x 3 tf ® - • t� 1 \ Muuax!N • fs¢ wLrox
<br />-F_
<br />I
<br />SECTION X=X SPLIT STDIRM PAN
<br />ELEVATION
<br />i I T SCALE 1f4-(` DETAIL
<br />SCALE 1/4•.,1• •" ,� q SEANE 7 1$
<br />EDIM: W JdETAIL�..2
<br />MULLION SCHEDULE
<br />LIT
<br />i t
<br />�~ IF I 1 .' CONCRETE ANJMRS
<br />N t ,Ii1f213 s «9} 11111111/
<br /># A. r
<br />L
<br />coNULTt ANCHWRA ) C=�= __-�i;---�o�N rt� «'wW`Gam
<br />e1EM B A, a) +`•.•,/ _-•.+, .A..:.,.�- ^-.._:aRt ,. 3. «. N0. 44187
<br />�i SPANS yAW FO¢R�A,S.O tJ PRESSURE PAMG FLORIDA BUILDING CODE Ni h Vafoci Hu no Zone
<br />•• P,IPALUEL-FST�INNs it ,+. °R�NiE° zy p 'r O$0'0 T1'rcO' INC. 20 GAGE GALVANIZED STEEL STORM PANEL P.
<br />SECTION 1 q b'•. L()R(D4,:'a.�• cP W.
<br />scuE 3/0.1'FS' •..,. �asNr GLOBAL PROTECTION PRODUCTS, L1.C. Dt/DUE. D
<br />NOTE: MULLION CAN ALSO W3TATLED W/0 STORM PANELS ON TOP IL E C O HNC•DATE:
<br />OR BOTTCIM 50 TINT T S LOCATED AT TOP OR BOTTOM OF OPENING / MAE. FL 4CO0 S.W. 51 STRIDE,
<br />I
<br />( . PAEL OPENN6 W/ TUBETOP « BOTTOM) ie '41�ileaN'SaFi-t . T'ra - aa'" PHOW-1 (ga4 -A$0.. Kv�tR!.'t56.)elg-e)gT 20-176
<br />PE TE G-0DW7-g 4e.. .mwnw mt aRcr W"WAw ORAwWO H.:
<br />WALIER A 71111T �: P.E i. COD li 9U - "., aiRL'1 7 0( 20
<br />Amu MULLION
<br />STAFF (R.)
<br />REOLNT✓E0 Mm.
<br />TUBE k10.U0N -
<br />� s'-1S'
<br />2' : 3" A 1 J8'
<br />S'-8" TD 6•-HD'
<br />2' y 5' K 1/6'.
<br />t i'
<br />> 8'-1b' 10 8'-D•
<br />2' 16' rc t/8'
<br />WALL MOUNTING
<br />DWALLATION - ALTERNATIVE 3W
<br />S ILL 1/4'. 1•
<br />BUILD -OUT MOUNTING
<br />INSTALLATION - ALTERNATIVE tW
<br />f 4' - I'
<br />SCALE. /
<br />WALL MOUNTING
<br />MISTALLATLON - ALTERNATME 2W
<br />SCALE- i/4' - 1"
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.Q. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />CEILING h FLOOR MOUNTING WALL & FLOOR MOUNTING
<br />INSTALLATION - AUXUATME 4W iNSTAUAT►ONS - ALTERNATME 5W
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCALE: 1/4' . 1'
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCALE: 1/4• - 1-
<br />'":,-R } t
<br />8 j� a'r' Wme ua
<br />CM. ; AIaWiP
<br />' IP Awl N,DAP
<br />I Tet]MRbN NRS�OA,NN IRK
<br />FLOOR MOUNTING
<br />INSTALLATION - SECTION 4AW
<br />SCALE 1/4' - 9'
<br />CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE AGNDM- SEE SCEDIAE ON SHEET ,a,,
<br />(SEE SCHEDULE ON (GEE SCFEOUTE O N F1MR MOOD SORM SEE SBnD N ON SHEET le
<br />SHEET t4) SNEE'T /4) 3' 1 z # 1W/15
<br />_i POINTED ONCPEIE > 1/i 2/b 2A/4, 3/4 OR 4/4 1, 2 A 1W/15 13 M
<br />--- _i
<br />'� .500' LEST' NFp13Rm •�• .250'
<br />DEDCONCRETEREQC_. Mea -
<br />POURED
<br />I
<br />� 1
<br />I 111
<br />-�.�-j-- . _ ..
<br />I
<br />(END PMIEW {eREId(M1 PAt1et) {IMEPoOR Oil -
<br />!SFIFETg14RpL STEfT 14 (END, NitJ
<br />RAMOM 1j1y„y
<br />1�' 'm OLA44
<br />IFOR TO GLASS I. 1
<br />ja'/
<br />WMNG RItT O EYERt 7 H•�NIR
<br />a EVE7tt'
<br />SHAD a 12 ,f2' O.0 51W • 13 1/Z' O.C. 1 1 1 /
<br />1/4'h i4/ ,ITS S/B' SWn. (CASE I ,/4"d T� NA"0 I
<br />1 1/1C IRE. T
<br />,2 I/2' 3' Mn. (OTSE 18
<br />TO a OC. TO a ,2 1 tl.a .
<br />tN (RE DET. 2/14) 1 - _
<br />-
<br />1 1 I I TaR1
<br />A:3ENAIE
<br />F
<br />• /1/1""` �` , LI I «TINT a (ALTOWAE LOCATION
<br />POURED CONCRER pp TL I «2/14)
<br />3 !
<br />OR3
<br />RtLC RETE '� �• I
<br />RFAIHRED
<br />I I /4 2/d 1A3/4 3/4 ER 4/4 ; 1, 2' $ 1W/15 1, & iW/15
<br />f
<br />ATERNATE LOCATION
<br />I p4 ON In 5AEC' Y PANEL L-.
<br />^%' W/NO
<br />I AREA LIFE SAFETY PANELS f LOCATION OF LIFE (SEE NOTE IBELOW)
<br />,,._.___._ LW,. REDus;Att w/ OR
<br />__. _ .PANELS ------ .- -'-�- -. S4FEn' PANEL •---+
<br />.-----.-_-..__..._..-._ � ,-._._._-�__...... _.., w/O REGULAR TRACKS (SEE NOR ,
<br />J-7 LAST PAIMa l� T° 91 all ED AS
<br />SCHSCHE {� r';. 1j' / :s r. iT!"
<br />((Sa
<br />.,f,�QW)LIFE STEELY 5TOR4 PMQ OPENrtX, %W_LPOURED
<br />�}R
<br />ST 4JEEI'` ALYIAYS RE PROApED
<br />CUMRER-,/
<br />W1. COFMOiEIN) 70FACRITATEINStMUTONIFRRFI7tlItEOCONC9a•-' TO GE DNSIMLED OR lawoom FROM INSIDE
<br />(S
<br />14> !D• ELEVATION
<br />WALL MQUONG INSTALLATION WALLAND FLOOR MOU_NTINO INSTAII!,1 e I 3f32'-1"
<br />/,S�CALE
<br />-- .SECTION 1 SCALE: 3/8' . I' - SECTION 2 SCALE: 3/8- - I- t/.-,b+. ANY 60CA 1 4 1 ' 1/+' NLI.�.•,•
<br />GAP
<br />201 1lN K'F GAFFTv. ttORM F&LEL =UM INST IAj IN
<br />1. LIFT: SAFETY SI M PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1
<br />g TT30A7E tnGDOH OR AS AN IN ERgR PANEL (ANY PANEL LOCATION M BETWEEN END PANELS). 8 fu rNrETWGa PAMLS. DtAALL
<br />SEF NOTE 1)
<br />UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 11T�E ATE IAN'L5.
<br />(W/ OR W/O REOULAR TRACKS.)
<br />2. LIFE SAFETI' PANEL CONSISTS OF 0.038' GALVANIZED STEEL STORM PANEL AS SECTION 8-8
<br />PER COMPONENTN, SHEET 2 OF DRAWING. SCALE 3/32"-1-
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE RIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY PARv. Reoui £S TOP TRACK TD BE COMPONENT(D& BOTTOM TRACK TO tAUNNtMNNNFNpA-1•.q'y,
<br />BE COMPONFCITAs PER SHEET 2 OF THIS DRAWING. +aA•F„S;'...... Itl4s,.y�
<br />COMPONENT �7 Al4Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLCW14G SECTIONS T & a *v "P -S�
<br />2 ON THIS SHEET, AS WELL AS DETAILS / & 2 ON SHEET 14. a`TZyQ' �('AENSf L
<br />FLORIDA BUILDING CODE (High VelocityNU *one Zone
<br />FOR 0) -:
<br />4 Min LENGTH COMPONENT 15• -
<br />M.. ANCHOR C�IPONENi � N0' wO2O ntFCa A+C.
<br />.•
<br />SPACING FOR ANCHORAGE AT BOTTOM IS GIVEN ON C 20 GAGE GALVANZEO STEEL STORM PANEL maNWNrP'
<br />SCHEnULEs t & Z SHEET 14. * •Nr
<br />W.
<br />* : =
<br />COMPONENT �) MAY BE PERMANENT OR REMOVABLE -
<br />s SEE DETACH FOR INSTALLATION INTO wDDD FRAME BLIaDDNcs ON SHEET, ts. A _ +W���� GLOBAL PROTECTION PRODUCTS, LTC. D'/x`/3070
<br />(1R C O
<br />''y".
<br />., I f 6 ! G iNc. .eoc S.W. 51 SOW
<br />KH,;
<br />S. SEE SHEER 4 FOR OETAI. APPLICABLE TO THE NECESSITY FOR THE hp F « rNIEERNO COMP.1 GAVE n. JJ3N
<br />INSTALLATION OF INMX,MTY. RIRIE' ta54J0ap-73I FAX: (RSI)Bg•a747 20-176
<br />SPACERS AT TRACKS INSTALLED Firy S �N A`A "rpopE`'al
<br />ADJACENT AND BEYOND TO STUCCO/W00D BANDS. ,w,: am .' t mm
<br />!1 lN111NA3! - CA,-0IXN7Ta. .nr As.rN•I pA DWAMW6 Nn:
<br />P.EAL(INNA,UIW/TAOE WAUCR A #... P.E I ,x.-w
<br />E7. AE[7 TJ d aN
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s.f.) AND CORRESPONDING
<br />MAXIMUM PME LENGTH "I" SCHEDULE
<br />f-M - Fng PAlat-e•-II Dili ua rrm 4XR]Yk - PFG tl:l"f#eM 4 - HI IMf SNG4TC A R Y R1
<br />MAXIMUMA.St.D• I.{aEL
<br />SEn',wna/
<br />WNIMW 1
<br />PANFi
<br />OFTHEM
<br />+55A -72A
<br />r-5• DR LESS
<br />2 1/4•
<br />UNBC:TFD
<br />1 1NRU 5 « 7
<br />+55.5. -i2D
<br />Sr-5" To W-8" Yea
<br />2 3/4"
<br />LOOM71D
<br />11HRU 5 « 7
<br />+!5.o. -72.0
<br />la'-8- TO 11'-2• Ym.
<br />1 ,/Y
<br />• 6aLA%EDO IRaitf6M
<br />6
<br />4rJ.8, -46.0
<br />IV-4. OR LESS
<br />3 1/2"
<br />"
<br />8, g & ,0
<br />• SILTED W/ ,/4-0-20A- S3 I S A "NiNUF AT WOW « 1�01H OF PANEL
<br />(VAUD MY FOR PANESOt & Q INSTALLATIONS AS PER SECTIONS 1 THRU 7. ON SHEETS 4 & 5)
<br />NAXBRTA AST.
<br />DESON
<br />PRESSURE
<br />RATIM (pa1.)
<br />W4 MW ANCHORS SPACHO FOR EM - 3 1/Y -
<br />APPLICABLE TO
<br />SCCIMNS % i
<br />ART COABIIM3ON
<br />OF TIEtN
<br />NVfMRM PANEL
<br />LENGTH 1- (R,)
<br />TAPCON
<br />CF TAP -GRIP
<br />mx-.
<br />PANDAATC FRAME O
<br />PANE MAii KU6
<br />ro OOliCRETE
<br />COPE
<br />ro CONCRETE
<br />C
<br />i0 1xixGREE
<br />CILIKAE'LE
<br />7O COneREte
<br />Ce ATE
<br />ro CONCRETE
<br />BLOCK
<br />a,
<br />a"
<br />N/A
<br />N/A
<br />NIA
<br />a'
<br />N/A
<br />r
<br />ALA
<br />G'
<br />N/A
<br />I (TOP)
<br />ITT/A
<br />N/A
<br />6•
<br />1.
<br />S`
<br />6'
<br />61
<br />Or
<br />1 (wrom)
<br />4,
<br />N/A
<br />N/A
<br />WA
<br />61
<br />N/A
<br />6`
<br />N/A
<br />6'
<br />N/A
<br />2 (TWA)
<br />K
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />5•
<br />N/A
<br />5-
<br />N/A
<br />2 MOTTO10
<br />+S.S, -72-0
<br />a'
<br />WA
<br />N/A
<br />N/A
<br />a•
<br />N/A
<br />S•
<br />N/A
<br />a-
<br />N/A
<br />3 « 4 (TOP)
<br />r-5' OR LESS
<br />OR LESS
<br />8'
<br />S'
<br />N/A
<br />N/A
<br />0'
<br />B•
<br />Y
<br />8'
<br />6'
<br />6'
<br />3 Iei�i)
<br />a-
<br />N/A
<br />N/A
<br />N/A
<br />e'
<br />N/A
<br />a'
<br />N/A
<br />6•
<br />N/A
<br />7 OOP)
<br />g'
<br />S'
<br />N/A
<br />N/A
<br />6"
<br />g-
<br />6'
<br />e'
<br />d•
<br />8"
<br />4 « 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2`
<br />6 ,/4•
<br />12 1/2-
<br />a 1/4-
<br />6 Ile
<br />6 1/4`
<br />0 1/4"
<br />6 f/4`
<br />5 (,OP{BOiTCI)
<br />SEE SHIM 1G « it FDA ANpiWB TIPE & SPACING FOR NSAUAWS INTO WHO PMIE tRA0N10.
<br />W&M MOM SPAC1NOS AND MDR" EDGE WAANCE ARE WINO D ON THIS SCFEOIAE TOR ED. LESS
<br />THAN NDCOM ON 5=71MAE REDUCE ANCHOR SPACNM M MULIKINM SNOW SHOWN ON SCIIDULE By
<br />TE FILM" FACTORS. MR INS OPERATION 10 BE POSSIBLE. REDUCED VAdTM OSVO NED UONG FACTOR
<br />SMALL NOT BE LESS DIAN M NSAAA SPA$M INITIATED FOR PON ANGIOR TYPE AT ANCHORS LECiXD0.
<br />AfCM Tow
<br />114Y
<br />Ile
<br />1/4'N
<br />Ile.
<br />1/4'A
<br />1/4'•
<br />E1PCW
<br />K Tit-olbP
<br />Xv
<br />GVTF«
<br />E11UG-LEER'
<br />MI. A„ mixt VAa,N (b•)
<br />3
<br />J
<br />3
<br />3
<br />2 1/2
<br />3
<br />••iDNFWANra /MlW1IM (M)
<br />1
<br />3
<br />3
<br />3
<br />]
<br />3,4
<br />W.. C.-W b,A d,3
<br />3
<br />1
<br />J t(2
<br />3 1/2
<br />4
<br />3 1/2
<br />M x LL Ow mrsa 5
<br />IN=
<br />E Ilr
<br />,/4• m.. 5/e' LDO BRis3 8t151NNM WJ IIII-STALLAIM
<br />MAILS FQR REGULAR PANELS
<br />1 j Ae
<br />"TO a $'/' `:
<br />PANEL LENGTHS 111
<br />FOR L LEINS U T S 5•-D• AAa 6 t/4' O.a
<br />I FOR IFNOnHS 1A' I Y R NCO. GR {ti-10
<br />FEMALE O OR RVIEiIAR PLUS •
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />12 llrt0
<br />i2 f 0. TO WADLtIZ Nl IExmis LP
<br />i
<br />I
<br />•,\
<br />'
<br />t 1- �`
<br />ai'-C Ym.-�.-,-....t
<br />'1
<br />7+p^
<br />,+r laftE%O1Wa WOOD HFIOEA
<br />y
<br />1
<br />jl 1 l ,.
<br />tt t
<br />f
<br />it
<br />�:ft-
<br />t
<br />iin7e r
<br />�
<br />EO
<br />E
<br />I
<br />�
<br />1
<br />■EDVAO
<br />I
<br />� WOW ,E,IOER
<br />T
<br />P
<br />1
<br />A
<br />P&OtAREO
<br />t
<br />I
<br />N
<br />,
<br />WKO9tlDtW�
<br />WOW HFAO[R
<br />r
<br />{
<br />ALTERNATIVE TW
<br />ALTERNATIVE 2W
<br />SCALE 3/�i•
<br />SCNE 3fg-1'
<br />I
<br />1
<br />I
<br />,
<br />)
<br />i
<br />SEE
<br />EON SHEET a I
<br />SEE 51HHEDLAE i
<br />OR ma,
<br />- FOR �
<br />TON. I
<br />FOR W. r'
<br />7.
<br />SEPARATION
<br />I
<br />, E1�l' SitMe
<br />I e 12 ,(2' D.C. Y
<br />4
<br />LAS,
<br />ED
<br />EDED
<br />I
<br />7
<br />F-
<br />ED l
<br />ED
<br />-� 1
<br />'•�S_ i
<br />€ti
<br />llq)
<br />�; WOW Pµ1E
<br />ABED
<br />1/4• LD. 5/8' Law NRASS BU9eM
<br />{ l W/ 1/4-- 20 2. 5S MS. 0 a 1/4. O.C.
<br />j
<br />W/
<br />aWS ija'•s3
<br />�. v7'.
<br />1 t II FOR PANEL LENGTHS IF TO 5•-G' AND 6
<br />WEM Wf! e C b
<br />1/4. O.0 FOR LENGTHS UP TO W-6' Mea
<br />OR /,4-10 PAN6YttE 111441 ID OR
<br />• PIAtE PANEAWT PUS 6 12 1/2- 0. C WTM i
<br />} 1
<br />1 s 27
<br />':�, ,/1••,LlD som 4 e' 9D. W
<br />._._..« t/2 Wn TIP aD.aLr aN
<br />ALTER JW
<br />6I'j� NiR 4W
<br />2� 1HREAOED PoarnETi°H AT
<br />f -- Om- FOW
<br />2y; 4I 4,�
<br />a MDNrom Dr Pu1E
<br />3
<br />fTiVE
<br />SCALE1^
<br />ALL L WT11, HS p m
<br />OU
<br />�12.
<br />1
<br />EMM
<br />DIRECT MOUNTING INSTALLATION
<br />-��yi:',
<br />[I,
<br />NOTE : SNUTIER TRACKS NOT SHOWN CLARIrr
<br />SCALE 3/S-I-
<br />SCALE 3/e-1•
<br />NOTES
<br />aM11NNN
<br />TIJ.�,�
<br />ARE VALID FOR BUILDINGS WITH A.S.D. DE51GN LOADS
<br />'
<br />1. INSTALLATIONS ONLY
<br />UP TO +55.5, -72.0 PSF AND PANEL S LENGTH UP 1'0 6'-8".
<br />Zv0'+Lt�+' �' ENS'•
<br />S~: F 4
<br />FLORIDA BUILDING CODE HI h Ysloo)1 Hurricane Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAI
<br />-
<br />T ND. i s k
<br />Nam» MTEOX ND
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />FA
<br />r raw ft
<br />NOTE �fQ(1)pJNAT(RN f SECTIONS:
<br />* : a
<br />ST 1]F --__3
<br />��
<br />IL ECOtNa.
<br />GLOBAL PROTECTION PRODUCTS, LLC,
<br />a71x►/i�o
<br />ME
<br />o FL Rta • ' �. .,
<br />> S.W 51
<br />TOP & 90170M MOUNTINGS CAN BE
<br />y A'
<br />AA `ASS% �. `
<br />T(..
<br />71iiJ1' TEQlRW t Ii01NQA1lte 00 ANt
<br />MN-± "
<br />3314
<br />OAYt. FL Fm l
<br />" ta�N•a'T'S4s. FAN: tgaF}eeo-ans
<br />20-176
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />A
<br />AHHJJJAI
<br />Aw,."1.aqle .+«
<br />CA-OWB71B
<br />e4 r +sNrll Yi°"�' ""
<br />-
<br />INSTALLATION.
<br />NlNA _ •E 5FJ1/31014#YUR£/DATE
<br />WALTFR A i,. P,E
<br />m ,7wie
<br />MtiE7 Tt Ora
<br />S)
<br />2 tfY O•C
<br />HOLD PARR
<br />BIB• Mu,. {{ccsE I}
<br />3• JwR. {T R)
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<br />Mw. ANCHOR MI. ANCHOR
<br />SPACING SPACING
<br />Min,
<br />DETAIL
<br />MAXIMUM
<br />2 t FL�R MOUNTING INSTALL,TIQN (AFP I ABLE TO SCHEDULE 2)
<br />SCALE 3/t6' - 1"
<br />A.S.D. DESIGN PRESSURE RATS! Q (ryAA.f-) AND CORRESPONDING
<br />MAXIMUM
<br />PAPAU
<br />cX£4Ru ON SM
<br />PANEL LENGTH "L" SCHED(�LE
<br />� T & ? WDN'ATL FOR LIEF AM= STORM PANE
<br />ET 1 ).
<br />DASD.
<br />PRESSURE
<br />PAT" :i.
<br />TARPON
<br />C TAP -GNP
<br />OMJN-W
<br />Melvin: Rama at
<br />I5MEt1NME PUS
<br />IF *
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<br />MAXIMUM PANEL
<br />LENOFFt 1' d41.)
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<br />TO
<br />'TO
<br />CONCRETE
<br />�
<br />��
<br />BWTD®N
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />B'
<br />NfA
<br />8"
<br />N/A
<br />i & 2 (TOP)
<br />5S.0. -72.0
<br />g•
<br />7-
<br />B°
<br />B'
<br />9•
<br />8'
<br />S'
<br />B'
<br />B•
<br />B'
<br />I (BOTTOM)
<br />5'-0' OR LESS
<br />+55.0 -72.0
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6•
<br />N/A
<br />e`
<br />N/A
<br />1 &.2 (TOP)
<br />1 7'-S`
<br />O
<br />B`
<br />5•
<br />g"
<br />6'
<br />9`
<br />7 1/2•
<br />8'
<br />9"
<br />9'
<br />g`
<br />}. {tibifON)
<br />+56.0 -72.4
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />6'
<br />N/A
<br />S"
<br />N/A
<br />1 & 2 (TOP)
<br />T-fi" TO S"-8"
<br />8"
<br />8'
<br />A5A
<br />PRESSURE DESION
<br />ROM -1,:
<br />I (SRO a 5/a• le. INN TOP OF ANQUD
<br />CASE E (SIRS • r Ie FRW WP 01 WAD
<br />APPLICABLE CT4TO
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<br />3' 1 3"
<br />4 1/2
<br />4 1 2'
<br />2 (BOTTOM)
<br />r-8- OR LESS
<br />+52.8 -66,0
<br />3" 3"
<br />4'
<br />4'
<br />2 (BOTTOM)
<br />7'-8' OR LESS
<br />+55.0 -72.0
<br />2 1/2" 2 1/2' -
<br />4-
<br />3 1/2"
<br />2 (BOTTOM)
<br />7'-6" OR LESS
<br />+55.0 -72.0
<br />2 1/2" 2 1/2'
<br />N/A
<br />NIA
<br />2 (BOTTOM)
<br />7'-6" TO S'-O'
<br />+55.0 -72.0
<br />N/A N/A
<br />3'
<br />3'
<br />2 (BOTTOM)
<br />T'-6" TO 8'-•8`
<br />FK1fMAN A6i+ 11t5mf
<br />PRLIPAE 11A,I8
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<br />AWO,N,, ANCHOR SPACING AND WMW EDGE OISTA Ct ME INDICATED ON THIS SCHEDULE. FOR
<br />ED. LESS THAN INDCATED ON SCHEDULE REDUCE ANCHOR BRAZING DY WAXPI.YING SPAC.4
<br />SHOWN ON SCHEDULE Wr THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE POSE,
<br />REDVIiO SPACING OBTAINED UIUND FACTOR VAL NOT BE LESS THAN INVARI SPACaM
<br />INDICATED MR EACH ANCHOR TYPE AM ANCHORS iEOENCL
<br />Now TV$f
<br />/ 4'W
<br />1 '
<br />/Sr
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<br />MAXIMUM
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<br />ANCHOR
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<br />-000 S.W. 51 STREET
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<br />NfAN/AN/A8'N/A6`N/A6'N/ANJA1(TOP}
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<br />8'4-N/ANfA6`6`6'NJA/(BEITTDM)
<br />8"N/AN/ANfAfi"NJA6"N/A6'N/ANJA
<br />2 {TOP)
<br />6`
<br />N/A
<br />N/A
<br />N%d
<br />6'
<br />N/A.
<br />5'
<br />N/A
<br />5"
<br />N/A
<br />N/A
<br />N/A
<br />2 (BI7ITOM)
<br />55.5,. -72.0
<br />8-
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />8-
<br />N/A
<br />NJA
<br />NIA
<br />3 ffi 4 {POP)
<br />?7'-5" TO B`-8'
<br />1C4A:
<br />8"
<br />4'
<br />N/A
<br />N/A
<br />8'
<br />B`
<br />6'
<br />N/A
<br />N/A
<br />3 {130TP[HN)
<br />8"
<br />N/A
<br />N/A
<br />NIA
<br />6`
<br />N/A
<br />8`
<br />N/A
<br />S`
<br />N/A
<br />NIA
<br />N/A
<br />7 ('tOP}
<br />6'
<br />A"
<br />N/A
<br />N/A
<br />8"
<br />6'
<br />6'
<br />6°
<br />6°
<br />6'
<br />NIA
<br />N/A
<br />4 $ 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 i/2'
<br />8 Tf4`
<br />72 1/2'
<br />6 1J4"
<br />s i/4`
<br />8 1/4'
<br />16 T/4'
<br />6 TJ4'
<br />N/A
<br />N/A
<br />5 (FOP/"6OTT0M}
<br />54.0, -53.3
<br />N/A
<br />NJA
<br />12 i1f4"
<br />12 1/Y
<br />8 Tj4"
<br />6 t/4'
<br />6 t/4•
<br />8 NJA'
<br />6 i/4'
<br />N/A
<br />NJA
<br />8 (T0PJe4PTDM)
<br />'-8' TO 11'-2'
<br />55.0, -72A
<br />N/A
<br />N/A
<br />6 1/4`
<br />N/A
<br />B i/4'
<br />NfA.
<br />8 i/4•
<br />6 if4`
<br />6 Tj4"
<br />6 1/4"
<br />N/A
<br />NIA
<br />8 (10PjBOiT1/tA)
<br />$'-8" TO 11'-2`
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />S T/i°
<br />8 1/4•
<br />8 1j4°
<br />6 1/4"
<br />8, S. t0 (TOP}...
<br />43.8. -46.4
<br />6`
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />6'
<br />6 1/4'
<br />6 1/4'
<br />8 (80174M)
<br />12'-4" OR LESS
<br />� tJISS
<br />6•
<br />4°
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 Tj4"
<br />6 i/4`
<br />9 {BOTTaa)
<br />N/A
<br />N/A
<br />N/A
<br />NfA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8 iJ4`
<br />8 1/4"
<br />fi tf4'
<br />8 1/4'
<br />70 (BOTTOM)
<br />SEE &iEEt5 10, ,1 AND ,2 FOR ANCHORS TYPE « SHOOING FOR RNa7M1/OgNS INTO iLD00 iRWE BI1R.pNl
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<br />INSTALLATION DETAILS FOR REGULAR PANELSCD AE dA
<br />INTO EXISTING WOOD STRUCTURES
<br />•.. - 'Nil
<br />i'I _
<br />PLUS 14-10 PARELMATE PLUS 1)1 li-f0 PANQNATE PLUS
<br />T4-10 PANELMATE
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<br />Y16 W/ 7/6Y NA W/ 7/tlY
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<br />REOUIRfO ; I iI 4 O e�Tj4' OPE�NE R7Tr'Ol O8, RECUIREO § I 't S { # MOrB4TH or PLATE
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<br />OF TTELDIRECT !?STA"MN
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<br />SOKE 3/B•1' SCALE 3/6-1-
<br />NOTES1
<br />1. INSTALLATIONS FOR ALTERNATIVES SW SW & IDIN ONLY VAUD FOR LINNIINNr
<br />UP TO -484 AND
<br />BUILDINGS WITH &S.D. DESIGN LOADS +43:8, p,s.1. N�Nt#
<br />-
<br />'<<G,...
<br />PANEL'S LENGTH UP TO 12'-4" as ..,'J `
<br />- • •..
<br />Z FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN :
<br />,r?,�y'4'
<br />PINE NO. Z W/ SPECIFIC DENSITY OF 0,55 OR EQUAL. � F FLORIDA BUILDING CODE BHT h VelocityHurricane Zone)]
<br />s No. 41 = a= III=. "� 20 CAGE GALVANIZED STEEL STORM PANEL Fp'
<br />NOTE FOR twMBRNILT1rR3 >F srCntlNs: a : * E DRINK BY:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY 1£ '- S ` 11 L I E. GLOBAL PROTECTION PRODUCTS' LTC` mf 6m
<br />�y - - -
<br />C O /Nt.
<br />INSTALLATION. m-. FL Rtd "-'- 4wb S.W. 51 StFeEt
<br />I �`n TLUT « ENMM ANY IwLH. FL =14
<br />Wtc etl. Sk, fs W4 WOe...l R RIIA PNDWE 00,0 S-7546, FMC t054 -677J 20-176
<br />+gF/ry Sf NA�, 1`t✓ Pefl gC1-WW'i�1Y "1-s1F+ YpW,el;, L/LnIWO Na.
<br />,sR
<br />JAJ IINN.E 511fMtlNAiUI1E/0.ATE W1l.TPn A Y. 7E tl1W ti:,A - -
<br />WIeET 12 W 26
<br />INSTALLATION DETAILS
<br />FOR OPTION 4II 1 FOR LIFE
<br />SAFETY STORM PANEL
<br />SYSTEM
<br />lAs
<br />INTO EXISTING WOOD STRUCTURES
<br />I
<br />r/.-
<br />1 TO tDOSCRM W000 1FAbEW
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<br />8 �,
<br />L,EN�ATIYE
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<br />REOUwED ('
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<br />SS IS 11 " oa OR E NA
<br />ALT R
<br />TIYE
<br />W Q9D FRAME CONDITIONS
<br />AL ANCHOR LOCATIONS
<br />1/4'W-20z2'
<br />,/4•.-2G PATeLlaDE FTLPME ID DR
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<br />TiAElm PENETRATION 10 wO�
<br />simb S/e• - I•
<br />WAl.1�OUNTIbIG I
<br />PLATE
<br />SW_A�N
<br />NOTE : SHUTTER 1RACKS. NOT SNOWN TOR CHANTY
<br />olmTI
<br />ERNAVa
<br />�����,A
<br />140.T w
<br />FLORIDA BUILDING CODE HI h VelocityHurricane Zone
<br />,ks
<br />u'�O' wD
<br />20 GAGE GALVANIZED STEEL STORM PANELNOTES, Br:
<br />omw
<br />1, INSTALLATIONS ARE ONLY YAW MR BL.ALOWIS WITH AS-& DESIGN LOWS UP TO
<br />+384. -72.0 PAL AND PA ITT a LENGTH UP To W-Ar.
<br />10
<br />Z A ST : Ny cT
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<br />'/ O�(CS •••• ••••
<br />GLOBAL
<br />IL E C O INB.
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<br />PROTECTION PRODUCTS, U.C. t`w/E-
<br />4 a:W. St
<br />2, FOR NEW WOOD FRAME CONMUCTIOM WOW MaMBES SE SOUTHERN
<br />PN8 N. 2, IYJ SPECIFIC DENSITY OF 015 ai EQUAL
<br />AFi
<br />AF SI p�..ErA /S7 A'!]`_
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<br />20-176
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<br />SHEET NO.
<br />SH 1.1
<br />
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