|
+u arclare ,. ,
<br />w Raix . -
<br />mcmR NNew1n
<br />(1aPart .. a
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPLIT PANELS d •WbY.,.. �.
<br />' wNCKe ANcwa fm iomAe w
<br />A Nur
<br />A�
<br />T _-
<br />MYA I 2 B / ® I �e',°; *,a :`r0I16Yr E. C-{.' , mom. W e W * r - 1 r-m I
<br />�_1 117,
<br />I� r r -- -T - !�ruLnN "�. �`_. •uwmN i I I. I )II T )' ( ) - Y jj jj
<br />r. _I I' iAvrBl .Nur I i l i J I I 2
<br />•11 •.. �'� ' h - u) enr. ,ncw a . ,'. ,. I I I I I I I I
<br />FDOR a WAl1 I r erwna Y/ x I/•• C
<br />W MKYNLA! 1'® �. _ g•' i_. mnW°OR �1piaY acui i)r�MilOdAvmll,a, • j I 1
<br />I (_ -__ wL toa \ r. rcw+,Miai mo I !
<br />-�- I
<br />f � t E D _ It nueLCTO
<br />CF
<br />sruE: Ip - 1' DETAIL 1
<br />,1---7
<br />0,•..Y �trro11o"�rYa ool�ir ,*awn Iu,NR 1 I i I Y � - +uw Ir m®IAi w � '�`
<br />1 r, � •
<br />OY
<br />t' iII
<br />1
<br />, � f 1 S.NA • r DC
<br />I
<br />1 na aTON -lY rr,. F•nl
<br />I � dNKSRM iY,wt
<br />I
<br />I I / al Mt°R t'i1p1N• x . 4A
<br />1
<br />1 / '
<br />1 / ,
<br />1 1
<br />"•C N1�LL A RN
<br />FOCUFRUI
<br />1
<br />Arc n ANC`CR`
<br />V 1
<br />Y1
<br />11
<br />I[
<br />1
<br />/fir
<br />'
<br />U rCKR4 Trl�Mlf R a e
<br />-
<br />- 11 d •HD •Ar. JD •.AI.
<br />K'SM Ma'AIO14 /%-�
<br />t roaaAi `�-.�� $j MCN[M
<br />91•LIS a A r) `✓ -- EY !rail .
<br />I I I
<br />AMC
<br />1 � l
<br />atxos,r a LadII _ -w1 is I I I I I I I I I! I!
<br />7 PURC, aaPl •-� ' I V 1 I I I I
<br />AL IF ,,:• IrAN
<br />? I
<br />� • PUT
<br />Y s. ' F 2 (M. Td •alma) . _ _ ® 1 M f ±--+e.. Mw,w R•rN • (n M,AJJrAI aaNwA[,-----._..__
<br />ELEVATION SECTION Y-Y SPLIT STORY PANEL ELEVATION
<br />SCALE 1/4"-1' DETAIL
<br />ETI ,3 WALE 1/a".I• -}j'"y yYj SCALE t/8'•1'
<br />MULLION SCHEDULE
<br />Nor, MULLION
<br />SPAN (R) •
<br />REWIRE➢ /1N,.
<br />'" MULLION •'
<br />4 4'-6•
<br />2' • 3' . 1/6'
<br />> 4'-4' TO 5'-6'
<br />]" . 4• . 1/a•
<br />V-6' IO B'-10•
<br />.' . I '.';
<br />> a -,o• to e'-o'
<br />2• . 6' , 1/e• J
<br />' N°P O +5(U6.6orDR AS DS1]pNp MfESSt1Nr RATING
<br />•• P`a°MILI�'A'l.[l /0E50iutnANEL's "lfNoiN oWIEN+En
<br />SECTION
<br />SCALE 3/6-1-
<br />NOTE MULLRM ION CAN ALSO OF INSTALLED W/O STOW PANELS ON TOP
<br />OR WrrGU $0 TWAT IT n LO(ATU AI TOP DR TIOTMM of OPENING
<br />(ONE PANEL OPENING W/ TUBE TOP A BOTTOM)
<br />INSTALLATION DETAILS FOR REGULAR PANELS;?
<br />INTO EXISTING WOOD STRUCTURES
<br />1•US,
<br />_ ,ylwy Ka1'I -
<br />- r/•YI W OM • r PC •/ -_ _
<br />• VI'r. Y•eyp nA[Mnp -._ _ r-INN•-W suer) -,�, ___ 1I•M IWaw • f eC
<br />�"`..---.- l---e Ni,rK Y•rp alto � �,". ; � � �RAR4I ra•nlpl}
<br />i - ( �A'Y.. r/.+wm•rPc / 1 - vn l.c sw•recv � ,
<br />n• ru.,YOR. : , ,Iwnoa+ roi.N,N. v ' ' I .-n �°as eam rrm
<br />/Y a, n' P..) •r+n . t AFuwi •/ iw e.aaan.
<br />�-.-- i
<br />,'
<br />_ _ _ o ItiW .IWu .auY - -� . I
<br />}}-- / . a
<br />}. � � i��aiiin '� /l, /-m CI•IRW wDLC NAL•1 NLF h u0 Y R
<br />e I r1 "'O'Naro'� ra
<br />/
<br />1 i. 1
<br />t
<br />4mrI IA• 4 , , r/Y 1--�r�wr•arArr'onq>w'/ 1 -
<br />W I r lr4N� rTx
<br />i i :W.wP ki
<br />ilk
<br />i
<br />r -
<br />IF -er.
<br />ra
<br />IUW-""
<br />MY
<br />'Sr-
<br />III vR.l1ex I
<br />TR 1 t I'
<br />awa
<br />!
<br />i INSTALLATION - ALTERNATIVE SW +yn I 1 WWI';rIT+;K _
<br />1
<br />arN SCJLG ,/4' . ,• m�ie irix°oc i (/��'�Ow rr .amw
<br />a We
<br />GILD -OUT MOUNTING 1 ter+ I \-
<br />II Ni•.r•ar r .NR No- /r ,Ao IAR.II ..• ....._. •, ..
<br />INSTALLATION ALTERNATIVE 1 W ( , I�,r i l..,RP,Pr .. -,,- •;;,"o^ ®e, _ -.r-
<br />CMUG t FLOOR MOUNTING WALL t FLOOR MOUNTINWALL G
<br />TING INSTALLATION ATION - ALTIFRKATIVEAW INSTL I �TroNS - ALTERNATIVE sW
<br />TED TO +55.8-67.D M. L: 1/4• . 1•
<br />2YR (SECTION AT TOP IS ULBMAX.gM
<br />INSTALLATION - ALTiJINATIVE
<br />ASM. DESIGN PRESSURE RATING)
<br />SCALE 1/4- . t' SOME: t/4- - i•
<br />1y
<br />%- Ae•4o
<br />,K PMw A.w.m
<br />- •4� aA� aR a0
<br />_,• r
<br />FLOOR MOUNTING
<br />NOTES: „Nuuwl... INSTALLATION - SEC110N 4AW
<br />A. T!( "'"" SCAAEI 1/4- - I-
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS �T �•��'. •••••�/%✓
<br />•
<br />UP TO ♦55.5. -72.0 PoI AND PANEL'S LENGTH UP TO 8'-8' -.Yy1P.••'vGENS FLORIDA BUILDING CODE (High Velocityt1 Hurricane Zoe
<br />2. FOR NEW WOOD FRAIL CONSTRUCTION' WOOD MEMBERS TO B£ SOUTHERN
<br />No. 4167 s 01010 FILMCO' Po. 20 CAGE GALVANIZED STEEL STORM PANEL r>
<br />PINE NO 2. W/ SPECIFIC DENStTY OF 055 OR FOUR $ DaA9Rw
<br />:*_
<br />*. ._ _
<br />NOI1,FQRComemllDH_.DE.AE ILtfi s ST TOF- az GLOBAL PROTECTION PRODUCTS, UJC
<br />_ •'. 1L E C O INC. .6m RR. 3, SINFLT '
<br />TOP i BOTTON MOUNTINGS CAN BE 'y,QF'' fJ RIO , : [/'�-Ji ttuti Tlstaa a cpWrAar wME rt Jml•
<br />COMBINED IN ANT WAY TO SUIT ANY ff,,N� •• /•- / NUM a, r W a1r.0 .Ama n axe PION(: ftl.lRn-7Sq. rAK Ns.16e•-e»T 20-176
<br />,''h�VM/ G S +.+ (WV n,-HAM Pat nl-lal
<br />__- „• ORARNC Nip
<br />INSTALLATION, rrlj7hR� ppll /Rw44nARR/an WN 1q A '.1 P.t. - _ - MRCT tad b
<br />! i
<br />=
<br />SEE bR2TB 1m 1 11 HOLE A,rCNa16 trPR l SPACIC /dl NSTALLAIarb .RO Wo00 rM1E MMDIO.
<br />IaMANN /IILIIOR SMCaroS AND Ira.xaUlr EDGE DISTANCE Air 4OYAlrD ON THIS SP[al1E FOR CO MS
<br />IINN RPCA/CD w ST%ROVLE RmUK:! ANCraR SMONO m MLLMLrNG TSACRNc 4OatA PIN SCHmu(L n
<br />7/E iWD1WO FKiDRS FOR MB OAlMfaM f0 6E POGSIBtt. REDUCED, SrACINO OIRAM® VL,HC FACTOR
<br />4Wl NOT M ILSi T1MN MINIMUM 9PAPM0 INDKA,LO OR CAM A,Cr10R TIP! AT rAAirDaS IEREND
<br />Alper T91E
<br />1/.'•
<br />-
<br />1/at
<br />i/•'•
<br />/Y.ayat
<br />1/.••
<br />MMiDaR1i
<br />1/1'•
<br />1/1•.
<br />-
<br />woal
<br />a It+ -alp
<br />rAu-.�
<br />ialsri
<br />_ MP AaaMR 1aNKwa P•I
<br />]
<br />J
<br />J
<br />s
<br />T v2
<br />]
<br />J ,n
<br />r ,^
<br />J ,/R -
<br />ABRw. 6a 91a1B oRwoj
<br />na1BR
<br />J
<br />m
<br />w
<br />u
<br />p14%aHUY AS.O.
<br />t4sA:MI
<br />INN:s+.«[
<br />rraRRAI
<br />AILIIORS
<br />Y+bIG FOR
<br />LP - ! 1/Y
<br />vAxnwrt KUR
<br />srtialls 1 R I Iw,NUM PAWL
<br />NTT couawxuN LrNmN •r (N.)
<br />TAF'Wn
<br />cr �M-Ww
<br />EVNa-w
<br />rV1ENAIArz FTMN[ o
<br />MTNO (y,4 r)
<br />o CdreaT(( cO40'G1T1d
<br />,o rIm.LMcrT rca11C1MIi1
<br />To CONCATrz
<br />I CONCRETE
<br />,o mNCNnt �
<br />m raNc/sR �
<br />or IKy
<br />6' M/
<br />N/A M/
<br />b•
<br />N/A
<br />•' � W
<br />L" M/
<br />_
<br />,
<br />a' S'
<br />NI N/A
<br />8'
<br />•'
<br />6' 1 A
<br />6 6'
<br />(ROWDY)
<br />■' N/A
<br />e' I N/A
<br />N/ N/A
<br />N/ N/A
<br />i• J.
<br />e-
<br />N/A
<br />NM
<br />Y
<br />] i101')
<br />l6ana)
<br />--'
<br />.151. -)30
<br />{ N,A
<br />r�A/,_.3(60ti�)
<br />1'-S' M IE51
<br />OR IiSS
<br />-b• -�_
<br />y
<br />• 4/A
<br />A' Y
<br />N/A NJA
<br />H/A NJA
<br />e•
<br />B'
<br />N/AN/A
<br />_!
<br />1 t T SADTTttnr)
<br />/A 1 N/A
<br />'2 1/T' 6 ,/••
<br />,2 1/2'
<br />I tl 1/1'
<br />a I/: 6 1/:-
<br />,/i I 6 I/•'
<br />-1
<br />S (xOP/60TTaM)
<br />M�(IMUM A.S.D. DESIGN PRESSURE RATING (p.s.t.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH RL' SCHEDULE
<br />(V" ONLY FOR &2 INSIALJATIOP6 AS PER SECTIONS I nMU $0. ON SHWCS A. 5 B e)
<br />IWl1MUM A.s1�D.t IFa P LEM01H
<br />DCNATwc�1•f) Niil n. ) Y�C1 gpAw}ID � ��
<br />1tl'A ID U.MS N NNW
<br />.»b. TIC - -- -3- OR LESS R 1/4 I "Usoo a I THOU 5 R I
<br />56.5 n o I> F b To r 6 W. I r]/A' ,, 4 uNeoLTca Want n A T
<br />. -. DSO-M. I>s 6 0 11 2' Ya. 1 a 1/a• • �TfD �pTM� e
<br />•.3J1. -4R0 } It -4- CA LCSS 3 ,/2• • IKMS ...--5. 9 r ,D
<br />• MITI) W/ ,/•�-20r1' Ss MS R TNQW.1 Al 0~ a M4.00I1 W
<br />IMUM A.S.D. DESIGN PRESSURE RATING (p.m.},) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS a) A( t4 INSTALLATIONS
<br />ATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID OKY FOR PANELS IQe Qlyl mmAL ATIoNS AS PER SE ims I rARU 7. ON SHEEIS 4 A 5)
<br />a \S`o� tIR/l
<br />FLORIDA BUILDING CODE (High VelocityHurricone Zonal
<br />oamo tango, Nc.
<br />', N0. 4167 a 20 LACE GALVANIZED STEEL STORM PANEL 1ig1Y,'A, Tr
<br />1$-. ST E OF �. / --� GLOBAL PROTECTION PRODUCTS, LLC. oT DIM
<br />�.e�; fE LOP' . '�,•2L.A, -� / • • �' E C O 2 M wr ao00aM1[ �FL° w51°o'
<br />•`Er�/ __ u ..I-Jw .... a+aa WINE. weRrL mw)M-»a FAR (Yeawa-MINT 20-176
<br />Ruffilat
<br />r/rrnNNN N1N L 9W90NnU'R/LMn M1Mn w.
<br />•ALTER A, llllf, A PE - aNm r d M
<br />�/,-In. S'INSTALLATION
<br />DETAILS FOR REGULAR PANEL5Cj
<br />do L1�
<br />SS Yo •BKalBLIRdIGW/
<br />.-�- PANEL LEI 14 N TO D-0. ANO a v: DG
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />- -
<br />- FOR LLNGTNS N ro a'-6' MFF, OR R,a-,a
<br />I MNEIMAK FE1IALt a OR PMELwrz vllb •
<br />- 1, I G C. WITH , 1 MN.
<br />7 7 1 THREADED
<br />I'I .' Pl'l�MrON ro H•ADER top ALL LiNGnli N
<br />-
<br />� j ',
<br />"'TT '--'T--
<br />�
<br />-
<br />1
<br />-, _ - .�i'
<br />��M1M1
<br />UNIT S11m
<br />I PE ,LOGO NF
<br />1
<br />(4
<br />,.
<br />'.
<br />EU
<br />11
<br />I MCCU rIC,
<br />1f
<br />ED; i
<br />�-
<br />RECLUS'D•A,Pm�
<br />atom ni u.
<br />acaMro
<br />Y
<br />;
<br />ALTERNATIVE 1 W
<br />ALTERNATIVE 2W
<br />SCAE 3/11. 1'
<br />SGII 3/a-,•
<br />i
<br />SLL 9CN[ntR.r I
<br />YE KIELVAR 0R 96Ii 6 1 d
<br />{
<br />i Tom 6 1 r
<br />- OR
<br />40 LASS NUM I p/a /
<br />r0 OU69 I
<br />a
<br />1
<br />UPARATION
<br />I EMiIt M/t •
<br />2.
<br />FO'-._._�. I
<br />I
<br />rol I ] For
<br />i` EDI
<br />` I 1
<br />�MK�•�
<br />ED,
<br />OF
<br />10
<br />---
<br />NOob FIFTY
<br />5/8' LONG GRASS euM•NG
<br />1 - el ,/4•r 2W2' S.S. N 5 e 6 1/4. 0 C
<br />j
<br />1 I
<br />!HY`ilA/SY
<br />ANO NYl • e• of
<br />i RX0 Mrz
<br />_�'•-- ��
<br />{
<br />FOP PAN" LLMIDIS N ro 5'-D' Hale
<br />.I
<br />4
<br />`�
<br />.. O.0 FOR LENGTHS N m e'-R• Me•.
<br />{I M /14-t0 INICIRNIT Fp4Md 0 OR
<br />i
<br />Mom, pR PAWO-1E KUS • 12 I/C• 0. C WILL,, 1
<br />I//7' MIN nI0"W"To PCNRM7IAT At
<br />YA: Putt
<br />_ _ e.'. UK; CCaM • r OC P
<br />. v,• Mb FRIVADID nw RA/O
<br />• waamH d MIL
<br />ALTERNATIVE
<br />m
<br />SCALE 3/B-1'
<br />ALTERNATIVE 4W
<br />'$C.MF
<br />AALWg1H I RINSING Pun FOR,
<br />I I
<br />r nOwRRD
<br />3/8-1'
<br />-W
<br />ALl ,DIGTtl9 N TO 6'-6' Va
<br />--*�f�•�yE�j��Ry��
<br />iRUNT
<br />��i�/��E _
<br />DIRECT
<br />NO
<br />NONE
<br />N4 T SHOWN FOR CLARM
<br />OY1JL1�41AZi..SEII
<br />STYLE 3/6-I'
<br />NDILi.
<br />,rNI1tN111rTl1IN""h
<br />A
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WRH A.5.0 DESIGN LOADS
<br />��P""'• �T✓9 ''s,
<br />�;:
<br />P T +5 5 -7 P c AN PAN LENGTH -
<br />U 0 5 20 S D PANEL'S LEND UP TO B''8'
<br />GENSE •,
<br />J
<br />FLORIDABUILDING CODE (Nigh etoclt r
<br />H V y Hu !cons
<br />iZone)
<br />2. FOR NLW WOOD rRAME CONSTRUCTION; W000 MEMBERS TO BE SOUTHERN
<br />PINE N0. 2, W/ SPFCIFIC DENSITY OF 0.55 OR EQUAL
<br />.21Y•.
<br />i O.Ip, 16 ;*
<br />olmo nnto. Nc
<br />20 CAGE GALVANIZED STEEL STORM PANEL
<br />0,,,;M
<br />tI1TL�OR CDMBINAnoN of sEc?;Q s
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />- , a
<br />o ., ST
<br />ff.
<br />�. QF''••..,''�
<br />/
<br />IL ECOENO.
<br />ND A FN3 II eorPANr
<br />GLOBAL PROTECT" PRODUCTS, U.C.
<br />4•mo 5.W "STRUT
<br />mYIW. IL ]s]I•
<br />COMBINED IN ANY WAY TO SUIT Am
<br />rb FS E.
<br />h A 1 -
<br />-Nr JI.. a.. ORAL ,ae •+a•A R n,e
<br />+.. °Net aa-0004"STwm-Im
<br />PNPFE: lau)MN-ts 1, rAv pw)ea-eTft
<br />r�
<br />2D-176
<br />ax..ra TM
<br />INSIALLATIQN
<br />rs!
<br />III IIIINN [ fEAI/f10xAn16/OAIIT
<br />_
<br />mm- all,4.1
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR PANELS
<br />EXISTING WOOD STRUCTURES
<br />�) dE (ill
<br />1
<br />`•
<br />14-10 PAN[1MATC PLUS
<br />a A' C. N I T
<br />1 -I IN_ -ILA PANCIWIE PLUS
<br />t IN-;0 PANELWK PLUS
<br />-• b f .• U. M, 7 O'
<br />T"
<br />r[7LTRADER 10
<br />EXISTING
<br />I%1611NC WOOD NFAOCR
<br />AISm
<br />WOOD HEADER TO
<br />(' - LM4nNG WOOD HEADER
<br />WOODHEADER
<br />RCa-ARCD --T---
<br />TO
<br />THREADED PENWOOD HETIONADER
<br />E%ISiNIG WOOp HUORR
<br />!•, i
<br />'1 I 'I
<br />'
<br />MOOD HEADER I 2 )
<br />RCOU,REO
<br />FO. S�R0:0
<br />1/a' oe
<br />+ MOOD HEADER
<br />+ • •EWIP[0
<br />CNSPD•a
<br />I-� ) r ,/•' at
<br />w ,
<br />j•
<br />,�
<br />i a•. I
<br />wn
<br />ANTI••
<br />L '/•' oe
<br />t_....._-...
<br />MIT 9PeIXAr LN
<br />SET somrDw ON
<br />I 5P 90EAAt OH
<br />,QT R
<br />rpq MH.
<br />STAR, 01
<br />' iDR 9EPAMnON
<br />fp
<br />B
<br />rN.. SEI•NUION
<br />SEPARATION
<br />IT, dAs9
<br />O,Att
<br />I TO GAsi
<br />IFw PANEL LENGTH
<br />"OFF 1)
<br />MaA PA4rL IrNGIH
<br />I 1 (SFr NOTE 1) I
<br />- No+ PANEL LENCTI
<br />1/a'1-[pal' 65 (SEE
<br />Y S W/ T/tlY . ,
<br />i J/y' aNc Nu ,
<br />• FVRN' DKRW ..
<br />t/•'• >W,' 9f
<br />Y 9 a/ ,/•'• •
<br />](32• RNG MIN
<br />• [YIN oNWN �
<br />,/a'. ]Gel' S.R (SEE NOTr 1)
<br />US W/ 7/1••
<br />0 C WIN Aux
<br />'i • MR„ D.tAtM
<br />I
<br />9oS
<br />I
<br />{ SOIL
<br />r�nl
<br />0( i
<br />I
<br />or Z
<br />OF r
<br />YAY
<br />l .. _._.�
<br />r r!a••wu' .. _ 1 r ] e•..J/v
<br />• - _ . Mr.G xul RNLrTCR
<br />pl. ;
<br />_-
<br />e�ioMAILIMn
<br />1
<br />VA , SLID • Eo
<br />E0
<br />1• IC I/e 0C
<br />EO.
<br />CNN•�1]I(t' P[ I
<br />t
<br />SCRE.
<br />W/I 1/2._
<br />2'.4' WDW PUK -
<br />T,
<br />70PANLW,tFlus 1"•1'woan P,AIM
<br />1 7/S' OUNICO!'.CCAVT
<br />L�
<br />iy�'Yr1'
<br />1{
<br />rpoo Putt +REWIRED
<br />REWIRED •
<br />ADED
<br />CAI AT
<br />O.0 W/
<br />THREADED PENETRAIFDN •
<br />WIDTH OF PLATE
<br />j 1 /4•. LAG 51%NE'W5 a
<br />CC o c W/
<br />MIDURTH OF PLATE
<br />/STAGGERED
<br />,NEN[TM1Pi
<br />DIRECT STALLAVOIN-
<br />NO
<br />AT MIDU DITH OF MIN
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