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<br />Mar. MULLION
<br />MQUIREDRED Mh
<br />SPAR (FL)'�
<br />TUBE MULUON
<br />4*--e
<br />2' x 3- Ile
<br />3 4"-r TO 5'-8,
<br />2' .. 4' x f/C
<br />Y 51-8- TO T-10•
<br />Y
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<br />FOR A. DESIGN PRESSURE RATING
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<br />TO + .0 a.t. -72.0 .e.f.
<br />y1P }�
<br />y hP RALIEL TAP 3iDwPoM€ P�rf¢'S�
<br />SECTION 1
<br />SCALE 3/5-1•
<br />NOTE MULLION CAN ALSO BE INSTALLED WiO STORM PANELS ON TOP
<br />?OR 8 THAT IT IS LOTED AT NE TAX OPENUM W/ TUBE TOP a TWMM)OR �DM OF OPENING.
<br />SECTION Y-Y
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<br />MAL16N �/d1 • ,SAE MlAllnlE RAI�VIE) _..�.,�
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<br />Izz!6 SPLIT OR ANEL ELEYATION
<br />BUILDING
<br />INSTALLATION
<br />DETAILS FOR REGULAR
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<br />STRU.C_�
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<br />FLORIDA BUILDING CODE (High
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<br />4
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<br />PINE NO, 2, W/ SPECIFIC DENSITY OF 0,55
<br />OR EQUAL
<br />S ; No. 4167
<br />TaTEcx am 20 GAGE GALVANIZED STEEL STORM PANEL KF
<br />DRAM+ ate
<br />P R coMBINAn »I DF SE ONc;
<br />NOTE_. GT
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<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />CONCRETE KWNORS ,f/OeNe�O1EIE ANCHOPS MR CONCRETE NWIRMS, SEE S E ON SWEET 141 -.
<br />mH;G
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<br />W/N0 LIFE SAFETY PANELSSE NOTE )BELOW)
<br />GLIFE
<br />i,e REGULAR
<br />I0SAFETY PANEL
<br />W/dREGULAR TRACKS TE
<br />s LAST PANEL 1 TD RE AILED . ' r i. FIE ii'DSi` AS
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<br />- # i O F F ALWAYS BE PRDVmED w/ BAR H IV
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<br />`+MEET f4) P[A1RED CONCRETE "-.v..,-,Y TO FACLTATE LV6fAL•Ai1DN &` BItENtlED
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<br />�
<br />CONCRLTE ANCHOWS r- OF STRUCTURE
<br />(SEE S+ SHEET 14) ••.a: i.ife!-ATiON._ _
<br />1 I - ! IA SGtLE 3 32"v1*
<br />N _TAT w MOUNTING INST TION FL' MOLNTIN TION 1 M A_ D OR �tdd_ G I ALL_ N
<br />SECTION ] sc". 316• - r •• SECTION 2 SCALE: 3/4' - I`
<br />GAP
<br />NOTES ON TNT_ �AR'E7y„',TORM PAME�;p,??mM 1NST i}hyFi ..
<br />-_
<br />I. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END .PANEL. (FIRST OR LAST PANEL) 1
<br />OR AS AN INTERIOR PANEL (ANY PANEL t,OCATTON IN BETWEEN END PANELS). B AT N9TEiyPANELS. 8 ,SIT. nDN
<br />P MAY NOT 8J AILED NT TO RECULA.R PANELS -P
<br />SAFETY PANELS MAY OR Y BE ST ATSJACE SEE MaLF 1)
<br />(W/ OR W/O REGULAR TRACKS.)
<br />(W/
<br />A•. ICs
<br />2. LIFE SAFETY STORM�1 PANEL �N51STS OF O=9' GALVANIZED STEEL STORM PANEL AS. SECTION 0
<br />PER COMPONENT SHEET 2 OF DPAWINO,
<br />LU',. SCALE 3/32`-1'
<br />ELF SELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />PANEL ALLOWS ITS
<br />STRUCTURE.
<br />I,TIWl�AIJyi
<br />J. LIFE SAFELY P REOU)RES TOP TRACK TO, BE COMPONENTOh BOTTOM TRACK TO r�YA�a iM
<br />THIS
<br />i# C0 ONF AS PER SHEET 2 OF DRAWING -IV Y
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<br />�BEN$ ''•,� ys
<br />DETA� F
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<br /># ANa LENGTH FOR tY)MPONENT®� TS FLORIDA BUILDING CODE (High Yerae# Hurricane Zane
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<br />SCHEDULES I a 2, SHEET 14, i ,
<br />COMPONENT 1�1 MAY BE PERMANENT OR REMOVABLE, *��
<br />'• *� ' GLOBAL PROTECTION PRODUCTS, U.C. !
<br />5, SEE DETAILS FOR IN5TAliA1tCN INTO WOOD FRAMf BUILDINGS ON SHEEP 15. �'�G •. OR :, '""' 1L` �► iMr-
<br />46nn ar. 11 STREET
<br />F. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF h �, ,P nun' TEanna t COWRNY MV[, !ti SSSIS
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<br />• EGLTOt Wf 1a04•k:,2 a SS. M_, FANT4ANT AT WOWAP a MITAmm OF PAID.
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<br />No. 4167
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<br />1N7ECv. 20 GAGE GALVANIZED STEEL STORM PANEL,
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<br />Wnaa rtGram
<br />9
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<br />'
<br />TER DIVE 1 W
<br />SCALE 3/8-1'
<br />MURNATIYE 2W
<br />SCALE
<br />r
<br />1
<br />SEE SCHEPtX7E fWF Si#EF' a
<br />SEE SCHEDULE
<br />"
<br />ENFt Elt.
<br />SEPARMW
<br />£
<br />1
<br />I
<br />I
<br />I
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<br />FOR PANEL lSALONS UP m Mo 6
<br />- r
<br />4 N.
<br />r�;
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<br />ALTERNATIVE aw
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<br />4M�kfOSN aP 646TNS pCTOD iLATE.F�R
<br />F 2k{' PG1E � .'
<br />. iYCaOM OF R7dF.
<br />F PATE,
<br />SCALE 3je-Y
<br />3/ -1
<br />SaHE 3/B-#'
<br />f I •. I �I;
<br />ALL LENGTHS UP TO 9'-8' 0-
<br />RT•yJ`
<br />'i
<br />AIRY.atl MOUNTING ILirlrTALLILiASIEI.!
<br />BUILD-
<br />NOTE t SHUTTER TRACKS NOT SHOWN fM CLAW
<br />Pl���
<br />SCALE 318-1'
<br />��-
<br />SCALE ys-r
<br />k4tBS:
<br />t1YN� AP17tN��p/ryry
<br />&' '4`i/.J.
<br />N
<br />IN5TALlATIGNS' ARE ONLY
<br />V F BU NOS WITH A: , DESGN
<br />.ALL - OR. #TOIL. H S.D I LOADS
<br />C
<br />$ ,. :..'T
<br />r R^ EN �
<br />OF + 5 -72.0
<br />TO
<br />D EI.. );EN�'iH
<br />P5F AN PAN- S , UP' TD .8 -B ..
<br />'• �':.., `�+) :. s
<br />FLORIDA BUILDING CODE i1r h Vs#oaD No cone zone)
<br />O
<br />2 FOR NEW WOOD FRAME
<br />_ UCTION. DOD MEIN TD E SOUTHER.
<br />GONSTR DERs B
<br />' 166�41!L1TTA
<br />INC
<br />20 OAGf. GALVANIZED STORM
<br />F.9.
<br />'. P#•#E N0. 2, -WI SPfCif)C:I)ENSi1Y OF O,SS OR EQUAL
<br />STEEL PANEL.
<br />,
<br />NA�r.- FOR ._i %MFiUlATION OF.
<br />�rF�.
<br />�.___.._.
<br />y EOF-
<br />Z
<br />�;;p ••• S ?•,. tE,.,_-.--
<br />it L,r
<br />GLOBAL PRO PROD I.I.C.
<br />PROTECTION PRODUCTS,
<br />8vE'
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />FL A1p� �
<br />� AaF -; .....'" .¢ f
<br />TItLR TpnNO a O.OITdNNQ AWT
<br />4aA "`SeE, """ ` „`
<br />Nebo sit. 61 s1rtEET
<br />WW- FL=,a
<br />t31rnE: (''-T14s, rAY: CA6x)cao-ersx
<br />2D-r76
<br />COMBINED IN ANY WAY TO
<br />SUIT ANY
<br />J 4cSs1 A E
<br />rys•AT+FrrreT
<br />p� •„•„-1es
<br />-...,;.
<br />oaeTwa r€e,
<br />OWN.LATTON,
<br />xTxML :c. 3ulJgGw,L1€€r�/DATc
<br />u-a666TIs
<br />WALTER A TWIIF T
<br />.•• re.r.. .. ,e....,•
<br />w4`t6)E
<br />SR#OS 9 EVER
<br />OIRERIA
<br />i�OO HOLD PANE
<br />D/W UK CASE 1}
<br />J' Msl. oASE b)
<br />IS)
<br />a M e A e A e . A s r M • f s e�
<br />MA "ASA
<br />UPOON
<br />OF 5t➢-[7dP
<br />CALK-M
<br />PANILMIE FOWE 10
<br />PN[ILgE.9cU5
<br />Ta
<br />WOww PANEL
<br />INGtPRESSURE
<br />N+MTsw. yl:
<br />m
<br />DONCREtE
<br />m
<br />CrMWWnE
<br />yyCjT
<br />70
<br />CONCRETE
<br />10
<br />CpNCRElE
<br />SLOLR
<br />CONCRETE
<br />m
<br />CONCRETE
<br />BLOCK
<br />TO
<br />ONCREIE
<br />To
<br />CONCRETE
<br />BUICK
<br />a
<br />tWt
<br />COU"e"E 81£`C1L
<br />DOMBNW#JM
<br />OF TEEM
<br />LEma r •I- VL]
<br />6"
<br />N: A
<br />I
<br />NA
<br />f
<br />NA
<br />f
<br />6-
<br />NA
<br />1
<br />6'
<br />N / A
<br />I NA
<br />1
<br />T k.2 (TORT
<br />+5$,4, -72.0
<br />9-
<br />7'
<br />B'
<br />91
<br />Sr
<br />B"
<br />9,
<br />a '9"
<br />1 (BOTTOM)
<br />II" OR LESS
<br />-
<br />H55.0 -72,0
<br />B'
<br />N/A
<br />N/A
<br />..NfA
<br />6':
<br />N/A
<br />6'
<br />NfA
<br />6 NfA
<br />) 4c 2 (FOP}
<br />5'-0" TO 7'-6-
<br />9"
<br />$^:
<br />e"
<br />7 i 2'
<br />e•
<br />a• :s"
<br />I 6�at10N
<br />-
<br />+5S.O -7ZO
<br />6•
<br />R/A.
<br />N/A
<br />N/A
<br />E",
<br />N/R :
<br />,.
<br />67
<br />N/A:..
<br />fi" NfA
<br />i ik 2 [TOP)
<br />7`-6" TO ff-el
<br />6'^,:
<br />6`
<br />8'
<br />8`'.
<br />6'. . 6'
<br />I (BOTTOM
<br />MAXIMUM ASIL
<br />DESIGN
<br />PRESAINE
<br />'PAY•Y.. " i
<br />I Mo a 4/0' wr. FROM TOP OF MI
<br />-
<br />FAY F MO e r w.. 11. TOP bF A.U)
<br />-
<br />APPLICABLE TD
<br />SECi44N5 A aETE
<br />C MTBN�T.0OF
<br />LL XII PANES
<br />LENGTH "L.' (rt,)
<br />T `TAPCONTO
<br />"' -
<br />-..
<br />+49.2 -61.5
<br />3" 3"
<br />4 1/2 4 1 2"
<br />2 (BOTTOM)
<br />'7-e OR LESS
<br />2 (BOTTOM)
<br />7`-6' OR LE
<br />+550 7ZO
<br />2 1/2- 2 Tjr
<br />--4' ; 3 1/2'
<br />2 (BOTTOM))
<br />7-6' OR LESS
<br />+55.0 -7210
<br />2 1/2- 2 1/27
<br />N/A N/A
<br />2 (80TI4MT
<br />-2'-6, TO 8'-0'
<br />+55.0 -72A
<br />NIA WA
<br />3` �' 3"
<br />2 (60TTOM}
<br />7'-6" TO 8'-3•
<br />AT
<br />0
<br />SEE I!iSEE
<br />l 3"—'IFITEAtOR PANEL -'''---.ENO PANEL
<br />i SCwEDN,E 'T' SCHEDULE ,
<br />^--3•--^ #2 FOR � 12 FOR 3`
<br />JEW ANCHOR MOM. ANCHOR I:
<br />SPACING VAGINO J
<br />1=3" MID. 4
<br />DETAIL 2 t EMR MOUNTINq INUALLATION (AP_PL!CARL9 T SCHEDULE 2)
<br />- SCALE'. 3/16 - I,
<br />MAXIMUM .S D DESIGN PRESSURE [tj�TINO E, AN�ORRESPONDIN
<br />MAXIMUM PANEL LENGTH "j" SCHEDULE
<br />IAP.f'1 iCdLBY>'�.'LID,.3�TIDNS�..R:.,..lNOSA�n-, Oft ys1- t crORu PA `N.
<br />Mist„ ON err 13T
<br />MOWAM Asa aaW€F
<br />Mru. PARS LFNPDI
<br />•L•
<br />wMMW aO4,U lb•,
<br />PMWp
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<br />wti
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<br />TIME stctuNs)
<br />to �
<br />LIWAMTRI
<br />tea -T29
<br />]
<br />SEE SfEET T5 MR AtNCHIMIS M a SPACING FOR RFGTALtAT10NS INTO W'ODD iRAIE BUiGNP.
<br />MWMUM ANCHOR SPACOM ,DUD MAN"OM EDGE d51N/CE NNNGAti a DN SGEaUIE. ARE 1IPO FOR
<br />T .iS OPE 8f MW1LYe E PO SFACID
<br />EA. LESS SCHEDULE
<br />LWI SONEFOLLOWING AACTORS, FOR
<br />MULE Or
<br />s11OWN ON 6CISdUIE BY iM F,RLOWMG FACTORS, FOR THIS aPER4T€DN 70 BE lAOS51@�.
<br />REOURaz1 wooer AINET# €ASN#O FACTOR SH LL NOT BE LESS THAN MINIMUM SPICING`
<br />INOICAT€DWCfmR TYPE AT ANCAORS abmE
<br />.FaI6R 1Kc
<br />/
<br />r
<br />FM/W
<br />OF IAA-nitlr
<br />P �
<br />�; tiN1t'.q
<br />Mn. .Qrp16I#>WA_CaW *4
<br />a
<br />S
<br />3
<br />3 '21A
<br />RSMW41
<br />1/2 -.
<br />19W m O e�T
<br />HRCIDR
<br />MAXIMUM
<br />A.S.D.
<br />tMING
<br />DESIGN
<br />SCHEDULE
<br />PRESSURE
<br />FOR
<br />RATINQ
<br />REOULAR
<br />(a,ad.) ANQ ORRESPONDING
<br />MRM PANED
<br />Ct A
<br />MAXIMUM
<br />INSTALLATIONS
<br />ANCHOR
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCjiJRES
<br />(VAUD ONLY FOR PANELS(1D& @11IMAL#ATONS AS PER SECTIONS 1 THRU 10, ON SHEETS 4, 5 A. 6)
<br />tl"
<br />.AA,�PLjtRA i4 s
<br />GEES
<br />FLOR)DA
<br />BUILDINGD i h Y
<br />CODE
<br />r iC z.
<br />r..? ND' 4i&7
<br />maADTYatcEM "
<br />(High e 11C#
<br />I rY }IuFgieana X12T#e)
<br />20 GAGE GALVANIZED STEEL STORM PANELBlow - -�,
<br />.�•....•..._
<br />'., ( �'���
<br />� fir• }• GLOBAL PROTECTION PRODUCTS, I.I.C. e'r'a�6;'
<br />ill F`r rMi.. wt
<br />- __
<br />4 aeM +, ,• �t
<br />Lr " . • 19 '
<br />�� ,it .••<••i} :T`-�"
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<br />rMt]"r .';m.,w.«rwWm`o��"�i;,:
<br />PMw,44J Nr 1W,IW #Wej iY
<br />.BID r, 61 SV
<br />MwNE+ wv�snF'sA+Irias+ 211•-176'
<br />(Ns+IiWsn INW-eTn}
<br />A
<br />J//AAllid ,E, m»�.M••••u•.
<br /># 9A4,f514txF0REYT1kTE
<br />NALTEW
<br />Qh060$ii9
<br />A: TLLIT
<br />-fir
<br />Ya a.
<br />P£„ r
<br />;.%f€w1w Mcw ra DAwRLA: Nti
<br />ss rF•14 • •. •'
<br />{ 1
<br />; 'LEST s of -A
<br />MMIWM
<br />,MXeAtIM dNCY10R5 SPAL9116 FOR FA = 3 -ij2`
<br />Asa DESIGN
<br />TA.CON _
<br />a TAa.-cs�
<br />uix-in
<br />ra+EiVA#e FTJtu.€ ID
<br />rANELMAtE P,,vs
<br />sou6 SET
<br />SECTIONS # a
<br />MUMIYUM PANEL
<br />PRESSURE
<br />RATING
<br />70 CONCRETE
<br />�
<br />CNTCREii
<br />BLOGL
<br />TO OaNGRiT• �WCRETE
<br />1%OCN
<br />To CONCRETE
<br />m
<br />CONCRETE
<br />64oCA
<br />m CONCRETE
<br />m
<br />CONCRETE
<br />BWGr
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />6lAdf'
<br />TO LmNCREiE
<br />m
<br />CONGAE7E
<br />BLOCK
<br />ANY t4MHrIMr19iX,
<br />OF THEM
<br />LENGTH 1' (R•j
<br />6'
<br />NIA
<br />.-
<br />6'
<br />N/A,
<br />6'
<br />� N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />, (LOP)
<br />6"
<br />A`
<br />NfA N/A
<br />B`
<br />N/A
<br />N/A
<br />1 (BOTTOM}
<br />NjA
<br />S"
<br />N/A
<br />6"
<br />� N/A
<br />C
<br />N/A
<br />N/A
<br />Nj,+.
<br />2 (TOP}
<br />6'
<br />NjA
<br />NIA VIA
<br />6'
<br />N/A
<br />5'
<br />Hjh
<br />6'
<br />NjA
<br />N/A
<br />NjA.
<br />2' (BOTTOM)
<br />'SS.b, -72G
<br />6"
<br />N/A
<br />N/A N/A
<br />5'
<br />N/A
<br />6"
<br />--6"
<br />N/A
<br />6'
<br />NIA
<br />N/A
<br />t{IA
<br />3 & 4 (TOP)
<br />}7"-5" TO 6'-•a"`
<br />OR LESS
<br />5.
<br />q•
<br />. NfA � NjA.
<br />6•.
<br />'.
<br />6"
<br />B•
<br />6:'
<br />6'
<br />N/A
<br />NIA
<br />3 (uDTTOM}
<br />6"
<br />N/A
<br />N/A N/A
<br />5"
<br />N/A
<br />6`
<br />NIA
<br />6"
<br />NIA
<br />N/A
<br />N/A
<br />?{TOP)
<br />6'
<br />4"
<br />N/A NfA....
<br />6"
<br />B'
<br />N/A
<br />NfA
<br />{ &: 7 (BOTTOMj.
<br />N/A
<br />N/A
<br />72 tf2" ` 5 fif{"
<br />12 if2'
<br />fi if4"
<br />6 ,/{'
<br />6 Ij4•
<br />6 I:j<"
<br />b ,j{'
<br />N/A
<br />N/A
<br />5 (tOPfBOTttTii}
<br />SOLO. -53:3
<br />N/A
<br />N/A
<br />52 tf2" 6 tf#'
<br />12 if?`
<br />6 iji`
<br />6 tfi"
<br />b tf4'
<br />8 tf{•
<br />6 1/4'
<br />N/A
<br />NjX
<br />6 (ft3Pj90TfOM}
<br />6'-B' TO tl'-2"
<br />�55.0. -TZO
<br />NIA
<br />N/A
<br />6 3/#' I NIA
<br />D 1f{'
<br />N/A
<br />B t/4"
<br />6-tJ#'
<br />3 6 ij{"
<br />1 6 Tj{'
<br />SEE :SHEETS t0. ,i ANTI 12 Ff1R A],L1#DRS TYPE t SPACING PSRI.MSTAIIAiN)NS lliTO W000 FRAME B0.1IprA:
<br />MINIMUM dW. fPR SPACINGS ANDMefIMU,I EOCE DISTANCE ATE WDk'USib �# TH(3 SOHE@Uli. FOR EO. LESS
<br />iFMI, 1WOIOAtEO OW SCHEOUIE REM" ANCHOR ANCHOR SPACING 01' ANlI,'i1PLT1NO SPA&1NG SH(WM DN SCHEDULE 8Y
<br />1iK FDlLOMWR FACTORS. FOR THIS OPERATION m BE POSSIBLE: AEOLL]C€D SPAL`tf0 08TNNE0 (15MG +ACTOR
<br />SHAi1 NOT � La55 TFLMi 1NIAMw SPACTTD INDICATED ATM &CH ANCHOR TYPE AT Fd1LFtOtV' LECENa
<br />AN9AR TMC
<br />s/{••
<br />1/{a•:
<br />1/,••
<br />ij�.
<br />TAPLYIII
<br />Cf T11P-tlM'
<br />Q
<br />�
<br />{Yi14-fN
<br />90W�3i
<br />10i ANCSeOa yA�,b Dp,)
<br />S
<br />3
<br />3
<br />3
<br />4 ,f2
<br />1
<br />TR•teaTA,18 Cwtr4s (1•.)
<br />]
<br />1!a
<br />lahMiM# taros r.NkN
<br />3
<br />S
<br />3. 1/a.
<br />ants
<br />{
<br />3 9¢t.
<br />AC#WWL CC 0� aWN4)
<br />► At
<br />T Fi,t
<br />Y,-
<br />-
<br />11ja'
<br />INSTALLATION DETAILS EQRREGU( iR P-ANELS do
<br />INTO EXISTING W 9D STRUCTURES
<br />w:.
<br />' *` 7,-,0 PANELMAiE PLUS. .: �''`•- -+' , .. „, �It{-^f0 PANELWTE PLUS ; ' �1q-7D-PANELMATE FIGS
<br />j ! r �
<br />'• THR PEl1ETR/i 0 /
<br />-'... .. TWIN "
<br />PENEIPA. Lai WOOD Fj TIDAL T. , 7 EAp�k
<br />TING
<br />EXISTING DUSTING W4o0 HEADER
<br />DNc tY00D fA6T,WG1rCeD REau
<br />p €X15 HEADER #LEADER IREO
<br />+� �t ,
<br />I /
<br />1.
<br />{ I1. S
<br />{ "
<br />4 f
<br />jA w
<br />I�
<br />i MIT • i6n r • .s•ro
<br />_..LING 1€MR 4
<br />a ,r 9 • awn r / mW'r 4Wm • rAFxf slw EVOW
<br />tlA
<br />WODO. ##PIIER W000 HEADERIt
<br />REOUIRE{i"-
<br />I
<br />f I
<br />SEE szarmulE ON I SEE SCHEDULE OR SM ON
<br />sCHET a { 9EET e I a18:ET a
<br />f✓�IMA�__.
<br />FOR Wfn SFPiRAt10N r
<br />Fors m cuss. ro ays. m m.Lss. E
<br />'.
<br />s, Lt
<br />_v_•.-..-_
<br />.. ^_. _ .:,-__.._
<br />1- - Max. PANEL LENO'FH " - Mazy PANEL 1ENGIN • y Mbx. PANEL LENGTH
<br />(SET NOTE 1) t/Pr-1wn• ss. (SEE N07E 1) 11,Y- ^ ssI (fie NOTE 1)
<br />MS. wj T¢6Y i : M.S N! 7/a"P • ' ' I I NS. wA7f8Y"x !
<br />i E�i2g1�O.CR�iw �°-T...�• .) W t�Yt'r�o44 N 3_ t i�at•Eftr�GkfPo t i I
<br />j 5 iW iI '
<br />f " 1 a L^
<br />I
<br />7 3 I 4 Or F 'L'
<br />I
<br />l I I
<br />MA'4 S ALAX t
<br />f
<br />L r 7'
<br />I. ) I
<br />j i W I (
<br />f
<br />{
<br />r )))JJJ S
<br />• .. " •,5,+
<br />'."^-<.. mar. €t-
<br />ow
<br />EO. _._ £ EO. `;� h," ..,r` I '. pr I O t2. 1(2 C.C.. , , I '; NUT • '
<br />0.
<br />- •. ..:'-.ram )y.. #:4`M`. ILG SCREWS
<br />y� L _ y I.{I r 6- O.C. W/1 1/2'
<br />MIN.
<br />2'Y4' WO66_TIASE 3T. - , ih10 PANE1]MTE PLUS Tx41 WOOD PNATF., _t,_�) 'I t ( 2^xA` WOOD Pw- *' I MIN. THREADED
<br />-..
<br />THR AD APWTE
<br />1 I, '
<br />NEL AI
<br />REWRED f USB' REQUIRED " REWIRED
<br />Q
<br />TwRWIDTr i
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