|
7AYWIW
<br />(11QP��
<br />m 0.AM
<br />CGNOIIION
<br />[[Cil0A1S�
<br />+MA. _M3
<br />70. O1 In$
<br />3 e/is'
<br />eOUFD •
<br />1•. 3'. 3'. 17,
<br />3TW • ]tT
<br />+90.0. -7sa
<br />70• Oft LESS
<br />: 7/4•
<br />saRO •
<br />.• • ITF
<br />ABwnASP F11lIY BDiml� or PANELL " „IIWNVI wl w,uanF a 4wa ,a rNu IAw¢In
<br />MAXIMUM RADOM WOOM6 FOR L 0. 1 ,/rAS ••
<br />AFPIICME m
<br />A,
<br />ucmw A• ym
<br />MYTPORM
<br />K iHID1
<br />WmWN PANEL
<br />ERgIN 1' (")
<br />P"D•
<br />al.111.0011,
<br />-
<br />CALK
<br />RINELAT[ F9WL D
<br />IWE1/416[ PURR
<br />m NTt10K1[
<br />CoMmaw
<br />10 C0IIOER
<br />m Gwolrl[
<br />m DOIN020[
<br />86.0. _7"
<br />12•
<br />N/A
<br />12*N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />V IS 2• (TOP)
<br />70 OR HISS
<br />I •
<br />]• •
<br />10'
<br />]'
<br />S'
<br />4'
<br />S•
<br />4'
<br />1'(BOTTOM)+
<br />12'
<br />3•
<br />IY
<br />1.
<br />e'
<br />Ir
<br />a'
<br />1 BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2"
<br />I,'
<br />2' (WTTOM)
<br />7•
<br />N/A
<br />6 1/2'
<br />N/A
<br />4 1/2"
<br />N/A
<br />4 1/2'
<br />N/A
<br />r (TOP)
<br />/2'
<br />N/A
<br />12'
<br />NJA
<br />9 1/2•
<br />N/A
<br />9 1/2-
<br />N/A
<br />]' (BORON)
<br />12-
<br />N/A
<br />lY
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />4' (TOP)
<br />/Y
<br />6'
<br />lY
<br />9 1/1,
<br />12• 1
<br />it-
<br />12'
<br />It-
<br />4' (BOTTOM)
<br />e I"= To St0 W. A.S.O. DESIGN PRESSURE MTNG.
<br />6KE INM S6 FOR AI$CHM TYPE At SPACING FOR NNAMATIOO INTO 6000
<br />NIMI[ 9lLSIq.
<br />AD #M AN E'ON OEF " AK I101G1E0 ON TIK
<br />MIWKN AMt3 R CA Um
<br />" M PVW M 10OMO OBM ON fGEOUE N tHD FaLIOMD FAnaMt POI
<br />IN UL43 I011 C.P. U16 TIMN NOC/Om ON IN INIEE REND[ AIOMM 9FI N
<br />t1s6 gS1WXIw m K POMGXI; 1MUCS0 fM11OMXI aNTMWO M eN FAC1011
<br />NO K LW THAW M1MAN MACH. M== FOR EACH AIO1011 T1P[ AT
<br />AOOC"M LEBDD.
<br />/IIGM tnlK
<br />114..
<br />1/41
<br />1 1/4'.
<br />1/4•0
<br />WF6K
<br />FM
<br />OAH•1
<br />W. HOAR W WAM SO
<br />3
<br />3
<br />3
<br />1 In
<br />1 ��
<br />nMMIY Y •q
<br />s
<br />,
<br />,
<br />3
<br />3
<br />3 1/1
<br />3 i
<br />4
<br />AR m
<br />IeaM
<br />/ 1
<br />.31
<br />-
<br />-
<br />p
<br />HAS
<br />Im
<br />43
<br />3 ZorIm
<br />Im
<br />1
<br />+ REO6K4 MP.. owmm KTWDEFI BOTTOM Or PANEL I
<br />AD®roBE f/Y •
<br />1
<br />I
<br />++ ACQUIRES wa.. OW NDE BETWEEN BOTTOM of ►NEE
<br />AND ® TO BE: 3/10' 3/14•
<br />MP..
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1 )
<br />(TOTAL WORO--- --------•1
<br />l,D
<br />.SOD' -,'� - ^'Y' / ��.'J00• )00. Oe • 2 1
<br />f0" I DtAY K ftMPKW
<br />.280 aft()IEIM D WMm e © h r. 3.3ia• i 1 at,. - ,i•y11� , 6
<br />[DOE WildA03 WTI. I . DM' tN�+. ,A)e• S' r
<br />BASS BOX.
<br />2.
<br />=-ORAL A STORM PANEL •� _ _ _ _ _ . _ _ _ _ _ _ _ _ _J --I L_'L •__ _ LOGO
<br />}- ♦�� t.5o0'--ail
<br />t.SO S O EVIL K /ETNLO ALM19 1.]50 6ETAL A
<br />nROM LEFT TO NIGHT a 00 A Ii SIDE OF PANEL (1)"H" HEADER 3O "F" TRACK O4 ANME WITH STUD
<br />MAr11T dD LIP .. in" I F • OF RNR OK STEEL
<br />133• _ 0.2W
<br />4•Y 110.22150•F
<br />Nvw
<br />°.,1, a W ENDS Of PIANE S O r _ �. L A o. .=' • '� - V
<br />..._OR
<br />i I END UP W/ HEMMED EDGE.
<br />J
<br />TIP. norm
<br />AiTNt I
<br />Her p097• i SO KEY HOLE MiASHER ' Pat or one
<br />3.7p0• ! YP.)'N- tl• 310s-H134 ALUM. ALLOY © KEY HOLE AT PANEL -;.�•'
<br />jI 2.,i4• Lair - --' •ALE lIQT 6 IN ADDITIONAL
<br />___( I .Oe1• III%y716.0�'s�-yam,I,� INTATO G r SEEK LOOM e 1 I•.
<br />:.aor- - 9 W/��r'y` Jff LlYJa F- .125• L 3 : w ,WILD FOR e4tALAttoIW 9n0
<br />I-
<br />II II O a1Me I - (T1F.) WIOO sIRLICRAES --------- ..------
<br />2.000 .NIaM•, a.,xr.
<br />J w
<br />4 t.DeGY {- �P.) lam- .xq• _ �
<br />O7 REV. "H' HEADER O ou" HEADER -J _ �- } mp•
<br />MIN, TO V
<br />i
<br />1 ..• © 11 TRACK p� tlEl�llAtliII------..,••eD•.-3e1 6°97-F9 "LL°F P A: T� O © iER
<br />.374• WIDE)
<br />(1 1�W a
<br />_....
<br />oil
<br />f ,1 - e• i' (--0• ,4mL- ( PANEL
<br />.275• _ 3L '•vCENj�'.'•.;� (USE SYY97YFORLM) 4061ZT61AUJM�ALLOY
<br />I
<br />IA7l• 2. •(-E + --- * t ,.,2s• Air•Dee•? No.4416T FLORIDA BUILDING CODE Non Man VelocityHu one Zone
<br />1 1.20t 12r 3L t ®MIN. ()f STATE OF a0/°M,NL7ma FNc 24 BADE GAWAMW STEEL STORY PANEL GW'Im
<br />--L---- qQ _
<br />Z00p• -� •) tQ fOCTIDNS- .050 .-..2m' 9� •. f t• , •'• o/17/aMM3
<br />I- NNW
<br />MIN. r IL ECOIKe. PROTECTION PRODUCTS. �• WWA
<br />.a >w A4 >• w�u M�a •WW. FL A7/4
<br />,A. OM6 a-,Aw . ti , Lw• a. -An - O,M4)46M-7w. FAw GM)M b4 M7 20-175
<br />SURD -OUT or TRACK © & ® •^+N-•••� LMW■wM.
<br />(ZAYIC 3 Alld'/) ►.L MI/WOMTaWJWq[ ,Kta A Y, 6.Kt 2 M 1.
<br />EXISTING I
<br />CONCRETE
<br />NED LE ON
<br />9 THROUGH
<br />oIM. i•�I -L' MP..
<br />.. !PANEL UENM
<br />(WE SCHEDULE
<br />ON SHEET 3)
<br />I
<br />OF
<br />MAX.
<br />I�i/r ILS I
<br />CONCRETE ANCHORS
<br />(ALE SCHEDULE OR -
<br />OF WALL OR SIJW SHEETS 9 HIRUM 10)
<br />CONDITION)
<br />SHEETS • IFIIGIOH 10) __..-{D. _._.
<br />SIECTEM
<br />9CAE 3/e-1
<br />E.D. •EDGE DISTANCE
<br />FOIE COIIBIiLMM OF SECTIONS:
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 e to) COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />? i•; Jim"
<br />•ALE CONCRETE
<br />on LOCATIONU SCHEDULE ON
<br />le 9 THROUGH to)
<br />-ALTERNATE LEG
<br />Ir
<br />OONCM TOpt m
<br />REDIIMILD.
<br />CONCRETE ANCHM
<br />s1YDx 9 TMOUOX�
<br />O� "1
<br />41t• Hex WIpt IwM
<br />-._Tw•WWPUI IN >!� N
<br />--
<br />-} v
<br />1/2' 1
<br />Im
<br />MAX.
<br />�MM4
<br />'Ufa/•
<br />I
<br />I
<br />v 1`
<br />S 1/4' ea
<br />MY
<br />PANEL LEMM
<br />)
<br />R
<br />10 GLAM
<br />( SCHEDULE
<br />ON SWEET$
<br />. .
<br />'>(A i n
<br />>
<br />tea: i"� !P
<br />M
<br />1/ "..
<br />. 'F
<br />ILT 1N[L Y. ' M._c_.!
<br />G
<br />IBI1M eID1 s-r) PWLOOM
<br />/
<br />j
<br />LBPN POI r.r)
<br />--
<br />-(SEE wNwJuE
<br />---------
<br />t
<br />Ior
<br />am SHEEt
<br />3
<br />L_
<br />Mm
<br />ISOX
<br />•
<br />I
<br />Li .
<br />- LENGTH
<br />i
<br />or Y'
<br />_.__.._ .__ _. _LULL _
<br />WX.
<br />L
<br />1
<br />1
<br />-AAUPI IN
<br />CONCREITT ANCHORS
<br />I
<br />(SEE SCHEDULE ON
<br />stemrs 9 THROUGH TOY__
<br />---
<br />2 1/11• LONG MAX. ALUMNA
<br />SPACERS ISe t {' O.C. VALIO FOR
<br />INCROE
<br />G"DRCTi�_,
<br />CONCRETE
<br />ALL DESIGN PAEEi.
<br />LENGTHS SHIM SM 3.OR
<br />t' MAX. LONG ALUMINUM SPAERS •
<br />12 ,/Y DC. (KE TABLE It ON
<br />S1A6EiS 0 k to.)
<br />SdsE ]/Mf
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL
<br />INTO EXISTING WOOD STRUCTURES
<br />Vn tM KNIDMS • r as W/
<br />,/7• W THREADEDPGW"WrAN
<br />TIMAO C [' O CpW m EXwINC .DOD W.M. 2'N' w000
<br />. NUT OR ON Cm
<br />WOOD HEADER. 4 CO' i•t l-01D OF
<br />rwt' LADS
<br />-® sA. FIND OF
<br />YE OCTAL 1/24 !
<br />or Elm
<br />�1S• AAxn POP 1AKr
<br />-� ypWpO, OF EVERY
<br />RlW-)
<br />�L W//4-
<br />7 S/,r Mn
<br />To aAn , .. n To oIASL �,�FaEmAP
<br />wm
<br />-0 1 I
<br />1 i• >7
<br />13
<br />`
<br />- \
<br />1 4ti PMMEIAT[MTR[ITIMM
<br />PLUS
<br />NOTE A snD,P)
<br />7 Is,THAN• 1tI
<br />2 Ilr
<br />L \
<br />! 6CIL1K • Ir aG. w/
<br />I...y., (S)ATE
<br />d14UA0
<br />TNoI MRRIKARED
<br />PAKLWR PLUG W
<br />Y0A PlFE1M11DH1 • ,2 •
<br />OR ON D0J-10
<br />Pa UYN'
<br />WALL.AdoupmM D01R
<br />����2VV
<br />Ottil m
<br />SCALE t/4•.I'
<br />�����I)N
<br />SCALE 1/4--,-
<br />1
<br />JIM
<br />1, NSTAIATIONS ARE OAT VALID FDA NMONGL WIN A.S.D. ONION LOADS
<br />LIP To +M.O, -7S.3 PIT AND M/1[LY LENGTH UP ro r-10 .
<br />8
<br />2. FOR NEW WOOD FRAME C01/6'MWlC1ION: WOOD MPAS M m K SOUTHERN
<br />SI
<br />Poe We. 27.. W/ SPECIFIC OEN91Y O 0.55 OR
<br />1EQTUUAL. m
<br />VEWDE
<br />SEE
<br />(D
<br />WELL AS "A21XD
<br />A�°°'16"'A= ONlow
<br />SOR3� OMa 01
<br />3T
<br />AF01.1F0 °E'
<br />�����
<br />TW a NoTm MOUHMM CAM K comwD N ANR
<br />A���P
<br />w,w ro ANY N[IAU,ION.
<br />SAT
<br />fOWL 1/4• - 1'
<br />NOR : SHUTttw TRIMS MDT SHOW FOR CLAw7Y
<br />MAXIMUM PANEL LENGTH
<br />L+' OR 'L-' (11.) 0
<br />MAXIMUM ALD.
<br />RE FACIE R47M
<br />(P.aI.) 0 or
<br />CONCRETE a WOOD
<br />TOW 1
<br />NPAUy
<br />200
<br />rr-o•
<br />W-o•
<br />Sao
<br />to' -a'
<br />of -a'
<br />Jao
<br />r1'-e•
<br />J&D
<br />to•-ra•
<br />so' -a*
<br />4"
<br />10'-1•
<br />9'-1'
<br />45.0
<br />9•-9-
<br />r-►•
<br />Sao
<br />9'-7•
<br />1'-4'
<br />Sao
<br />r-7•
<br />e1-0•
<br />Sao
<br />o-.F•
<br />r-r
<br />011.0
<br />e'-o'
<br />r-4'
<br />Rao
<br />Tao
<br />r-S,
<br />r-to*
<br />eao
<br />r-r
<br />r-r
<br />aEa
<br />7•-0•
<br />r-0•
<br />Rao
<br />e•-r
<br />r-r
<br />SAO
<br />r-a'
<br />r-r
<br />raoo
<br />e•-s•
<br />a•-rr
<br />roao
<br />9•-3•
<br />r-9'
<br />WILD
<br />a•-r
<br />ICAO
<br />-
<br />R'-e•
<br />rrLs
<br />s•-a•
<br />E D
<br />O'C.
<br />SOIF.IMS • S• QC. W/
<br />. TIXIFAKp AElAE1RAi10M
<br />,Iwt- LM.L
<br />6 FJL 0D OF 11)
<br />W METAL 1/24
<br />1-[3T•/
<br />'��IT�.' 1
<br />- gg
<br />R�
<br />' NOTE A KLOW)
<br />'. LAD 6C.[WS • or O.C. W/
<br />A,' IMn. 119wAK0 PDWiR11pN
<br />MAN. 21.4• 0000
<br />PRAT[ IIr kW" FLAT
<br />L3r' uC- •6'� '•: S
<br />No. 4 "M "Ulm NC.
<br />STA
<br />OF
<br />SwAiw'•_ LO 1/va-.-Co'
<br />LARD WREN naEMR csl _ m _ 1] ! n OR
<br />EXREcr MEUYreD kE EAeM EFmo D.M..O, 0•.
<br />MAXIMUM PANEL LENGTH
<br />'L+' OR 'L-' (ft.) 0
<br />MAXIMUM AS.C.
<br />PFAMSM M
<br />(PAT.) (+ w -)
<br />wo00
<br />CONCRETE AtOEM
<br />INSTALLATIONS INSTALLATIONS♦
<br />ALLATIONS 1
<br />1.4,
<br />Sae
<br />14•-4•
<br />0J1-0'
<br />ASO
<br />41-10•
<br />lr•-r
<br />Ja0
<br />rt•-r
<br />10'-r
<br />Tao
<br />ro'-ro•
<br />91-11
<br />IOTA
<br />9•-9•
<br />ra•
<br />410
<br />6•-f•
<br />S.-'-
<br />Sao -
<br />a'-2'
<br />8'-J•
<br />- SAO
<br />e•-J•
<br />Y-1•_
<br />BAD
<br />e•-0•
<br />r-s•
<br />mo
<br />r-6•
<br />e'-rr•
<br />no
<br />7 r
<br />r-s-
<br />I0.0
<br />r-o•
<br />91-5•
<br />Sao
<br />1-0•
<br />S'_r
<br />SOOT
<br />5•-5•
<br />r-r
<br />Sao
<br />r-r
<br />51-rr
<br />Paso
<br />s•a•
<br />s•-r
<br />IOso
<br />9•-r
<br />r-4•
<br />I Las
<br />M9IBRIM K►NOLTON ro OU9L SCHEDULE
<br />MAxl6IM
<br />PANEL LFJNOM
<br />0.)
<br />wm SPEED 6 170 ..Oh
<br />WIND SPEED > 170 _Ph
<br />UOESTM91m
<br />RESTWBED
<br />UNR[81iumto
<br />I R6IMMED
<br />30 OR LESS
<br />I.
<br />1'
<br />6 1/4-
<br />2.33 TO so
<br />I.
<br />I.
<br />7 l/r
<br />7 1/2•
<br />>90 TO 145
<br />,'
<br />1"
<br />7 1/2•
<br />7 1/2-
<br />>145 m
<br />,.
<br />I.
<br />_
<br />, 1/2'
<br />MNlNJUU PANEL LFMaTH 11ml FOR A OWN MOLNIMNO CONDITION
<br />TpP
<br />,
<br />BOTTOM
<br />OIECF
<br />MOUNT
<br />,1
<br />HEADER
<br />'yy'
<br />Y.
<br />IIF.
<br />STUD
<br />ANCU
<br />S
<br />TICK
<br />A1ISIRAM
<br />T il4O
<br />_6f�I0[
<br />cLa6n0.•.1s
<br />-
<br />DIRECT LMOIMNf
<br />46•
<br />]2•
<br />32'
<br />J6'
<br />66'
<br />Sr
<br />4
<br />ISNI-V STYD AmE:
<br />1.
<br />3r
<br />32•
<br />32'
<br />4Y
<br />3e'
<br />3r
<br />6
<br />T' TRACK
<br />50•
<br />1.
<br />1.
<br />42'
<br />SY
<br />So•
<br />p'
<br />1
<br />SO•
<br />3r
<br />St.
<br />3r
<br />So"
<br />5r
<br />6r
<br />*
<br />t/4•P lA0 SCREWS . 6' OD. W//
<br />1 1/2• MIT TIMWADW POEIIMIIW
<br />10 [xw m WOOD 19AM.
<br />CPIA. W/47W%S xs Ric
<br />0111111111. 1/24 !
<br />C.M.
<br />' 0.
<br />r O.A /4••-2aJ/r/ 7/b•113/32'
<br />WN0 HINT II c.
<br />1/4"4 LAD SOO KeWO6�6n IF O C. W
<br />h EZ 2 RECLOKO
<br />•_ 1Ma�ROD1 or AT[
<br />av06a m
<br />GE
<br />Bul
<br />eLTERsTM 4 IN
<br />SCALE 1/4--1-
<br />FLORIDA BUILDING CODE (Wall Veloet Nu one Iona
<br />20 CAGE GALVANIZED STEEL STORM PANELrp
<br />alN W.
<br />n/,M/KA
<br />GLOINAL PROTECTION PRODUCTS, U.C.mm
<br />-M aW. 61 saw
<br />le PHO1W: (wRr-TTHa. m: tN4oeo m? 20-176
<br />3241
<br />1,AA.4M0 IN.
<br />Fmm
<br />WNXII w N r
<br />2/4 1 /4. 3/4. 4/5, 5/3 t 6/5
<br />1 W/6. 2W/6, 3W III4W/7
<br />r MAX ANCI$HS (SIDE 10 611) ON
<br />0 0
<br />UIBOLTtD PANELS BOLTED PANELS w/ ]/4e 2d1'
<br />SECTIONS EL
<br />(EE
<br />APPLICABLE) AS /� (SEE SECTON6 AS [A�FB+LM,NLE)
<br />e o --A _._1
<br />III-------� r MAX
<br />K 2/4 1/4, 3/4. 4/5, 5/5 ! 6/5' '"1i•
<br />1 W/e. 2W/0, 3W/7 t
<br />LLE 4W/7
<br />(SEE $CHOON SHEIFS 9. 10 e11).. .. - ......__.J
<br />REGULAR STORM PANEL C EELEVATION
<br />2.ee7' N.Y.S.1/1-�Yer. ON
<br />Oft 0W 8M .1 WERE wµm
<br />SECTION A -A
<br />N.T.S.
<br />WAN A POSITIVE ALA OESDN LORD. DETENXIE MAXIMUM FARM LHIPN Y+' FROM 9LYIfDtAE
<br />NEW A HNQUATI E ASD. DESIGN IDIOT, KnVAOX WXWM POW LEDM'L • FROM S CHIDU L
<br />11101. MM IM AL{OW ME PWEL LOAM XI EQUALTOI THE (NK KIEMM PAQI, LOGIN
<br />NETWKA 'L*'AID t •.
<br />(3) SEE SC EOULIE N[I0W FOR MA, PANEL LENGTH NOR POROSITY QUALIFICATION.
<br />I T WIFIALATON S INTO WOOD ARE LIFTED TO 4 BE Fa[ MAIL AL0. DESIGN PRESUME RAIM ,
<br />44167
<br />4emP nmca 1 t
<br />24 UK GALVAMW STEEL STORM PANEL
<br />y G
<br />TE OF
<br />I L E C O 1 «6.GLOWL
<br />PRorECTeION PROOUC134 LlC
<br />PWE
<br />RIDE' _�L,B--9p
<br />+06aIMf,`III
<br />1313110
<br />•••1:- /
<br />lu R, •�Wl aIr
<br />w.., -, '.1..t�f /,-14N
<br />RNW�4m)• ?Nk FAA 0wNw-D9'F
<br />20-175
<br />4" V
<br />•.wL
<br />NRA"e KF
<br />Mo 3 O t9
<br />nLWT it'.
<br />[10M120A 'L
<br />INSTALLATION DETAILS FOR REGULAR PANELQ
<br />1 INTO WOOD STRUCTURES_ -
<br />WOOD ANCHORS TO CLAM. ___ 1 �•"�
<br />_. !
<br />�..!'C'- SCHEDULE 1/4•.-1"�
<br />.^'( 11SCH,'aDRAE oN,_. t_ 3 , 41-�,d0 cola(s0! ,
<br />-X --� A
<br />. ON SHEET 3) ,
<br />I
<br />s •` • [ 1p• NLC F_ _,..._ 1 6fR FMa
<br />FL 0 IUW MOIL w r
<br />'�
<br />L2I••101N1 1�
<br />/
<br />WOOD HEN?0 WOOD ANCHORS
<br />SC(M SCHEDULE
<br />,•. ; ( EASE o.-._..,-.-.,_. -rccr.., -. -t I]LFOR
<br />REWIRED 1� I HEDULE ON - ") -
<br />1-
<br />,/{• &HELM
<br />1 0, ; RACER OF I
<br />LENQIH - 1
<br />�MAX.
<br />,------------ \��
<br />`\
<br />2• ( REWIelEO CO, - ----- 1 j
<br />\ -
<br />MWL 1
<br />i
<br />,
<br />I ERN_._
<br />MA[. LONG ALUMINUM SPACERS 112 1/2•
<br />„ 1 1
<br />D.C. CKEttLJJJ��� i 1 1 I SE NOTE T«�K1,bW FOR LIMITAON vim TIONS FOR
<br />1 ; t- MAX.; ; 1 MAX _ , ,/r LONG Sam
<br />PANEL L041H , I r
<br />�-E , SGWDILE 1 SEE SCHEDULE
<br />( f
<br />KE SCHEDULE t I
<br />( ON SIICR ]) 1 (ON SHM 3) 1 _.. -____ t _..1. ON SHEET 3) ., 1 I •.. --PAUSE SM fEIALE 0 OR PAINEL MATE
<br />PLUS(5[E SG1mta ON pw (I)
<br />.-...-,�
<br />.. .. ...,
<br />A QWe,I [
<br />IBwiUala�r) m OLAtS i I P ATE
<br />-�I -- 1 RIEDUIRED W�
<br />ra/tss
<br />E3) -(
<br />Dif SHE DIf m MOUNT aJ SPACER
<br />;
<br />ALTERNATIVE 2WM
<br />.. -•
<br />I SamL Ell V A' 12 1/2, O.C. SEE TABLE /t ON SHEET tl FOR MAX. PANEL LODTNS k
<br />---- �., 1 ; MAx. .D DESIGNL01D5 FOR UKINSTALlATYON.
<br />OF - EO
<br />I MAX. .. r ,
<br />•'-:
<br />-_' 4. , 1' a 12 1/2' O.C.
<br />r-
<br />WOOD ANGI0115 * Rom
<br />st"GIIRE0 W/ sm
<br />•. (SQ 9CIN[WtE ON .Rim M WIN K I I/r LAID F.
<br />1 1 SIEFT 11) (1)somum a LeRm To A ONE 61011Y 9VIIMIK in" w-r
<br />\ .* DoI_I J *�' I A"p O�FiOI WW
<br />&Sam IMo
<br />►LATE ROW"I [0 ti , ' II WOpp ANGgIf9 �I I �i MF ONILNYK"Kfa
<br />aw� WOOD
<br />-"iE
<br />aa�w> �m !1. �....4� ..
<br />1 UAW` O MO rANCOLVIIIIOR$A WR 19WtD OII
<br />Ff0U1RED wI
<br />IWi/t ai ��ppgqyaMw�01aWEaRG.(f (R(��1w�L WR swL K rrm 1� a s 1H• oc,
<br />SHEET 11) 001am ` - p � Note n IJr Olt WON &AM= ON
<br />h> Rmio s .awxmw Am t-K W. W) WA N OK MID. LOGIN N was, to A ANY OPINIONS
<br />ANN LANKA MC LDWM A1AM ON
<br />(1) IIMI.[[N tRO1Y M14 LBgM • auwaa
<br />n•
<br />W" moumnm(n fWIIM tIBiAMLNOIM ■ OMY (H t //r LOIXI ■YIODI a1fOO1T /A WALL K [BRAID M
<br />A
<br />alto AM D 'DID Wea nMWW wu. VALE 3/e-t• D M wD mNYOi SAW i N � KMII Y
<br />[C
<br />SCALE 3/N-1• (4) IWWAL M W4A OLY FOR MD 1�0MWSIam AID M EON cm DIMXINO a M NL910V
<br />teN-0.
<br />2 A 3 PO MU [ Ak
<br />VCEN FLOM BURANG CODE Non High Velocity NMIYbono Zane
<br />NOTE FOR COMBINATION OF SEC MM: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.0. :/ No. 44167 •: PON TXRM M1i Z< BADE GALVANIZED STEEL STORY PANEL F�'
<br />DES" PRESSURE RATING (p.s.f) AND PANEL LENGTHS
<br />*
<br />TOP t BOTTOM MOU ITMOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR •Q STATE - T L PROTECTION PRODLICi3, lLC. a/2N.WI/Jsi
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) E C O
<br />y' n „L
<br />INSTALLATION. O .'I. RID 4Mm Lt III mw
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD U4w hAl W► K w NiW w aws. TL 333. 20-175
<br />MEMBERS TO BE SOUINEML PALE No 2. W/ SPECIFIC 1S% ••••••••N w" : �05-7m' M OW)MO-SM
<br />.+il'PMM•.w wlwD Iw.
<br />LR-o5[nM1". leopoe I We
<br />DENSITY OF 0.55 OR EQUAL 1Uf Y„ P WADI 4 A le
<br />WORT,
<br />.mow• RI• W7WIl.w Lw eVWW r 9� IiHll f�i 61i11�
<br />(C) i(1_F1119TN0 6000 11M1. SKQIF= DWM6TY_ C . e.�6
<br />1. STOW PANEL SHOWN ON THIS PROOUCI [VALW110N DOCUMENT (PLO.) HAS KEN YERIIED FOR COMPLIANCE N ACCORDANCE
<br />- I/-9 TMCOK ANCHORS. As MANUFACTURED wY I.T.W. !U[pEX. NC
<br />WIN THE 2020 (7IN EDITION) Of THE FLORIDA KNUON0 CODE. THIS STORM PANEL SHALL NOT K INSTALLED AT HIGH
<br />- /14-10 PANELANTE FPMYE IO AND PAIELAIATE PUS M0400M AS MANUFAM11MO BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY NLOMCOM ZONES (MAN-DRDE / 6ROWARD COUNTIES).
<br />- 1/4.0 LAG SCRIE PER N.O.S.
<br />DESIGN WIND LOADS SHALL SE OrfL"IED AS PER SECTION 1809 OF THE ABOVE MENTIONED CODE, FOR A W= WIND
<br />- 7/16.4 . 5/8' WOOD eU&w6. AS DISH65UMD BY ALL POINT SCREW. BOLT • SPECIALTY Ca
<br />SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WALL K INSTALLED AND FOR A ORCCIIONYRY FACTOR
<br />KO.0.S& USING G ASCII 7-le AND SHALL NO EXCEED THE MAXW W (ASD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />C.1) MON" TM[AKD P6 KMIION INTO WOOD OF TAPCON ANCHORS SHALL K 1 1/2- AND 2- FOR ELCO PAWLMMTE PLUS
<br />3. 0 T14RU 12 AT 17, It
<br />AND ►ANELM4f FEMALE 0.
<br />IN ORDER TO VEINY THE ABOVE CONDITION, ULTIMATE DESIGN MIND LOAN K7DW M PER ASCE 7-16 &ALL K FIRST
<br />REDUCED TO AS.O. DESIGN PRESSURE RATING BY MULTIPLYING IMID4 BY 0.6 IN ORDER ToCOIPAIE DIM W/ MAx. (A5.D.)
<br />C.2) Mx6MN THREADED PEWlRATIOAI Or LAC SCREW. INTO THE WOOD FRAME UNIT SHALL K 1 1/2'. NO THREADED
<br />DESPRESSURE RATINGS INDICATED ON SHEETS A 9 14111161 12 t 17. 18.
<br />DESIGN
<br />PENETRATION INTO STUCCO SHALL K CON&W O AS PART OF THE REWIRED TNRGOED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON TADS RLD. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE
<br />STRESS FOR YARD LOADS WAS EOZ USED IN THEN ANALYSIS. FASTENERS SPACING To WOOD HAS BEEN DEr[RMNED IN
<br />C.3) M"MUM EDGE DISTANCE OF LAG SCRONS. INTO WD00 SHALL BE AS INDICATED IN THIS DMweD
<br />ACCORDANCE WITH HAS 2016.
<br />STORK PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN YERIFIFD IN ACCORDANCE WITH SECTION 1606.1.2 OF
<br />CA) MINIMUM PENETRATION OF W000 SU&SID 94ALL K 3/3•, 1/4' 0-20 SCREWS USED SHALL K 1 1/2- LONG MINIMUMTIN['
<br />ABOVE MENTIONED COOS A3 PER AIENCAN TEST HAS o< SOUTH F1CRtDA REPORTS �OBts.ot-01 AND /0219.02-09, AS
<br />SHOULD STUCCO ELGT. AND I' MRS" FOR WALLS WITH No $Tt1CC0.
<br />PCR SSTO 12-99 k AWN E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT /t123.01-10 AS PUTC.S)
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF THE
<br />NO CASE THAT PMKCAST STONE. OR PNECATt CONCRETE PANELS, 5711COO OR M000 HOARDS K FOUND ON THE DRUM
<br />FLOM" eULDNG CODE.
<br />WALL. JPDHOR, SHALL K LONG ENOUGH ro REACH THE MAN STRUCTURE K7R4D SUCH PANELS.
<br />WALL. AN0 G
<br />SHALL K AS MENTIONED CO C.2) • C.{)
<br />2. ALL ALUMINUM CxiRUE1DTIS TO K 60t3-T6 ALLOT AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />(0) ANCHORS &TALL K INSTALLED FOLLOWING ALL OF THE R[COMMD"T*'a AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER.
<br />3. ALL ALUMINUM SHIEST METAL USED AT CLOSURES 9NAU, HAVE 3106-H14 ALLOY.
<br />& PANELS MAY ALSO K INSTALLED HOOMOWALLY FOLLOWING INPALLATON DETAILS SIOWYN ON SECTION I THROUGH 5 (SHEETS 4
<br />4. ALL STEEL SHEET META. PANELS SHALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 GRADE f0 MINIMUM. C-00 OALVAMZEO
<br />iHROVGM 6) EXCEPT THAT IIFA,OCRS®k0 SHALL NOT K USED.
<br />STEEL. OES1DIAl10N W/FY. 92.2 A4d (AFTER ROLLED).
<br />9. IT SHALL K THE RESPONSIBILITY OF THE CONTRACTION TO VERIFY THE SOUNDNESS O THE STRUCTURE WHERE SHUTTER IS TO K
<br />S. ALL SCREWS TO K STAINLESS STEEL 304 OR 316 NISI SEEES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DINAA
<br />TO INSURE PROPER ANCHORAGE. THIS SHUTTER SWILL ONLY K ATTACHEDToCONCRETE, BLOCK OR wood FRAME
<br />5001E W/ 50 W YIELD 4TRENCM AND 90 10 TENSILE STREmigm AND 94" COMPLY W/ FLORIDA BUIOID CODE SECTION
<br />241 t.3.3.4.
<br />10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•. AS PER KCIOHS 1. 2. 4. S. 6 AND ALTMMTNES 1W. 3W k 4W ON
<br />SHEETS 4. S. 6 k 7 RESPECTIVELY. SHALL PAVE A LEGIRE AND RE401LY VSW MARKING INSTRUCTING OWNER OR TEMPI TO
<br />6. BOLTS i0 K AStM A-307 OALVANUIED STEEL. OR ARM 304 SEINES STAINLESS STEEL WITH 36 Rai Mob" YIELD STRENGTH.
<br />SECURE PANELS WTH APPLICABLE REINFORCEMENT DURING PERIM OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/C AXX ALL SHUTTER COMPONENT EDGES W421 REMAIN IN CONMNUOUS CDNIACT MTH
<br />THE BUILDING TO PRLVENI WMIRAN NIRUSNOU.
<br />- 1/4-0 TAPCON ANCI10118 N MANUFACTURED BY I.T.W. suLDEx, INC. (ADM. Cc-3192 P•aLJ
<br />12 STOM PANEL NIStAlAf10N 9-ALL COMPLY WITH SPECS INDICATED IN THUS DRAWNO PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- t/4• • x 7/a• CALK-N ANCHORS. A5 MANUFACTURED BY DEWALT NC.
<br />PROVIDED BY THE JtR15GCION WHERE PERMIT IS APPLIED To.
<br />- 1/4'4 . 3/4' SOLO-YY ANCHORS, AS DISTRIBUTED BY ALL PORK SCREW. BOLT A SPECALTY CO.
<br />(1In. rc.3000 P.4•L)
<br />13. (a) THIS PRODUCT LYAIJAIM DOCUMENT (P.E.D.) PREPARED BY THIS ENGIEEH 16 GOENC AND DOES NOT PROVIDE INFORMATION
<br />- /14-10 PANELATE FEMALE 0 k PANELM4TE: PLUS ANGIORS. AS MANUFACTURED BY ELCO CONSTRICTION PRODUCTS.
<br />FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />- 1/4•0 UMNC MAKIN ANC/TORS, AS MA4UfACTUREO BY DENALI, INC.
<br />(.) CONTRACTOR TO K NWO OOLE FOR THE SELECTION. PURCHASE AND INSTALLATION 9DLUOMC LIFE SUETY Or THIS PRODUCT
<br />AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4'; 2' FOR ELCO PAIFLIATE AND
<br />BASED ON THIS P.E.D. PROMOTED HE/SHE DOES NOT DEVIATE FROM 11E COAKTIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTION'S RESPONSIBILITY.
<br />1 3/4• FOR ZAMAC AMAIN ANCHORS,
<br />WTHUS PRODUCT EVALUATION DOCUMENT WILL K CONSIDEREDNVAD W MODIFIED.
<br />A2) CALK -IN IS SLID -SR ANCHORS SMALL K EMBEDDED 7/a• ALTO THE POURED CONCRETE. NO EMKDMEM INTO
<br />STUCCO SHALL BE PERMITTED. 1/.• •-tO SCREWS USED SHALL BE 1 t/2NNMl1M ' LONG MOf STUCCO EXIT.
<br />(a) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR ARCHITECT MACH WILL BECOME THE
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY K HEADED SCREWS OR ALL THREADED SCREWS W/0 HEAD,
<br />SIMONSEN OF RECORD (COA.) FOR THE ► ONCT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WIND NHS.
<br />PROPER USE OF THE PLO. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER 10 THE
<br />I.E.D. ENGINEER, SWILL SUBMIT TO INS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.
<br />A3) N CASE THAT PRECAST SCONE. PRECAST CONCRETE PANELS, PAVERS. STlOCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SNALL K LONG ENOUGH TO REACH THE MAN STRUCTURE KHOO SUCH PANELS.
<br />(a) HIS P E.O. SNAL BEM THE DATE AND OM004AL SEAL AND &GHATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL K AS MENTIONED IN Ai) AND IN A2).
<br />EHGNFjl1 OF RECORD THAT PREPARED IT.
<br />(8) -
<br />INR
<br />14. STER MAR AMKR'S LAKL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- t 4• • TAPCON ANCHORS AS MA NIRACtU ED BY I. T. W. PAM. INC.
<br />PANEL SHPJREM N AOCOROVCE ON SECTION 1709.9.2 Or FLORIDA SUIUMIG COOE. ONE LABEL
<br />SMALL K PLACED FOR EVEN OPENING. IAMM TO COMPLY Wren SECTION 1709.9.3 OF THE
<br />- 1/4• • . 7/8• CALx-N ANGERS. AS W)AWACTURED BY OETYALT. INC.
<br />FLORIDA e,RONG CODE
<br />IST - 1/4•0 X 3/4" SOLID -SET ANCHORS. AS OWIBUTM BY ALL POINT SCREW. BOLT k SPECIALTY CO.
<br />- n{_ 10 PANELMATE FEMALE ID AND PNELAATL PLUS ANCHORS, AS MANBACTIRED BY ELCO CONSTRUCTION NNN
<br />- 1/4. 4 2AWC NAAR ANCHORS. AS MANUFACTURED BY DENALI. INC f,A. T/
<br />•�,CEN
<br />8.1) MINIMUM EMBEDMENT OF TA•C0N ANCHORS, ELCO PANELMAtES AND ZAMAC NMJN ANCHOR. INTO THE
<br />':'��
<br />FLORIDAFBUILDING 000E Non h VelocityMuM9one Zone
<br />LOCK UNIT SHALL BE 1 1/4'.
<br />ESN
<br />• ro THE CONCRETE BLOCK UNIT. NO •• ,44
<br />HORS CHORS POLL K EMBEDDED 7/eN%
<br />8.2) CALKAN k 50L0 ANC
<br />7
<br />{ 'ILA' "M
<br />24 OAQ( BALVANQED STEEL ST0181 PANEL
<br />MAIN N,
<br />STUCCO SHALL K PERMITTED. 1/4- 0-20 SCREMS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD OUST. *
<br />AND 1' M.RNIM FOR TIM S WITH ND STUCCO. :, sTATE
<br />-'
<br />PILOT aft PROOJ M U.C.
<br />8.3) N CASE THAT PKCAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD SOA D6 K FlORI
<br />••'U
<br />[XIStING WILL, ANCHORS 9IIAl1 K LONG ENOUGH ro RULM THE MAIN sTRULTtMRE KHINO SI1C11 P e�.'w
<br />0
<br />IL E C O LKe
<br />4W. L. SI
<br />wpa• I"N' s. wu
<br />TAR
<br />20-175
<br />�' "��nt.
<br />N
<br />ANCHORAGE SNAIL BE A5 MENTIONED IN B,) NO 0 t2). SJONAL
<br />MIN""
<br />tMgAw-iNW. prpPWM-Pn
<br />. . w4.
<br />WwPW R`
<br />NIINNN
<br />IL fAL/KwsIA[/MR
<br />G-�
<br />4PIL ♦ TWf A, Pt
<br />I •
<br />WOOF I IF Is
<br />fill "A;7_11114
<br />i WA
<br />1
<br />1
<br />I
<br />i
<br />1
<br />w•EG
<br />(• __.-(SES
<br />spw4itok
<br />_..-
<br />j
<br />�_..
<br />ma
<br />GO MwI
<br />MNw 7!U
<br />SEPARATION
<br />^y1Yp� m m.
<br />1
<br />- I
<br />WE Ma NC.
<br />f.1
<br />[X -•11
<br />SGED,ILE
<br />1
<br />-t
<br />_
<br />1
<br />ON
<br />..
<br />�96W1PIR
<br />Oµ4S
<br />ON SLEET SILL
<br />PANEL Lmm
<br />(E CHE
<br />j
<br />HILL
<br />i' YAs.
<br />1
<br />I
<br />SHEET 3)
<br />I
<br />j
<br />PANEL LENGTH
<br />CONCRETE ANCIOLS _
<br />.._.. _. -.. �.
<br />_ i ._
<br />t _ . - �!
<br />L__._
<br />(HIE S�
<br />(SEE SCHEDULE9THON
<br />i
<br />I
<br />ON SKfl 3)
<br />3)
<br />SIE1T5 9 THROUGH ,
<br />. I
<br />'L'
<br />S
<br />E%LSIgj9,9
<br />I
<br />1
<br />1
<br />Of
<br />GLASS I
<br />1
<br />i
<br />(-
<br />4'P-ION'•
<br />,
<br />OF
<br />tax
<br />%T,
<br />CONCRETE RCONCRETE RROG11 �_.
<br />I
<br />1
<br />I
<br />L__
<br />+•ILO-f-f0-'
<br />TW�eIW31M1WWp
<br />REOARED.
<br />I .. -...-
<br />--• 1• Ain.
<br />L 6 I2 1/r IRO
<br />,
<br />ALTERNATE COIGIEl -11 L_ ( (NG POLMRD CONCRETE
<br />ANCHORS OA CBNCREIE eLaoM REOUWI
<br />(SAL scia"I ON
<br />SHEETS 9 THROUGH 10)
<br />WALK
<br />E.D.
<br />-EDGE DISTANCEATE FOR COYBW&M
<br />ULOF sECFIDIs:
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTWM CAN BE
<br />SHEETS 9 k 10) COMBINED IN ANY WAY M SUIT ANY
<br />INSTALLATION.
<br />p
<br />fPAODERm w/ 9"JT) .
<br />(SHE SCHEDULE ON
<br />"Em 9 THROUGH 10)
<br />WALE 3/0-1-
<br />Ag1AWA,M1. J
<br />,/ i �100D ANCHORS
<br />ALIENATE TOED AN
<br />SCHEDULE ON
<br />GLEE BGNI♦DUULE ON
<br />sNEET 11)
<br />SHEET 11)
<br />Wx.
<br />WOOD HFADI
<br />GUESS
<br />REO11W
<br />I
<br />W000 ANCHORS
<br />SEE SCHEDULE
<br />(&SET
<br />1
<br />MI,,1
<br />11
<br />11
<br />I ON SNQT ])
<br />I Iti N._ f0.1'
<br />1 YP R�
<br />w
<br />_ L
<br />1LOOM OVER sFee '" ) I1• It1A,T.
<br />_....- ---- PANEL LENGTH
<br />ON SHEET 3)
<br />I
<br />o0XI
<br />or
<br />Lei
<br />✓
<br />O 12 1/2" O.C.
<br />LUtLOW[D-i-
<br />� II
<br />'X6' WOOD
<br />N REpUREp
<br />2'N' w000
<br />REO,SKO
<br />WOOD ANCHORS
<br />(SE SCHEDULE ON -
<br />3/4' _.-. __...
<br />SHEET IT) -
<br />_..-...�_..
<br />.---2' Min-_
<br />"M AM Off MMQUNTING
<br />ALTIERNATIM SW
<br />SCALE 3/1-I'
<br />-_.........
<br />N= FOR MNATON Of SECTIONS;
<br />1, 061ALlA1ION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP B BOTTOM MOUNTNGS CAN BE DESIGN) PRESSURE RATING (p.�s.0 AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHTLT 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUC"; WOOD
<br />MEMBERS TO K SOU(NERN PNE No 2. W/ SPECM
<br />DENSITY OF 0.55 OR EOLAL
<br />COA1R[IE ANGIORr
<br />(SHIM 9 11ROUQH
<br />CONCRETE ANCORS _,✓�j� V 1
<br />(SEE sc muLE OM
<br />MEETS • TH9ROLDM 10)
<br />w/ O ONLY s1,En !OD
<br />We U6m L W 1WIEN L--OR BSI
<br />AM USED, REOUREO•
<br />- Mn. 30- MTOR TO IXAS&
<br />._ (SEE SCHEDULE ON SHEET 3)...
<br />T 11 • III•: ri ST'1'T; � i i P, i�
<br />x;l. _III
<br />1Mo can
<br />� • M 1/1' Oa
<br />1• J
<br />PAWL LENGTH
<br />(SEEON 91IEE 3)
<br />;• .111 r Iy ,•. .I
<br />1(N C.7`w
<br />1E0
<br />t- M"A' �h1' NOI MWP IWiW
<br />EAM�OEYxLL k* IV kv
<br />ISL
<br />® I
<br />F�000 ANCHORS
<br />. HODU E ON
<br />11)
<br />. •aR W
<br />PANEL LOOM
<br />(SINE SCHEDULE
<br />MIal ePBI 7�
<br />ON SHEET 3)
<br />Of
<br />N
<br />CIO
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