|
11'1 IAIF 11 11111 n
<br />0 •�,.w
<br />tSf[�
<br />TO dJ�16 "
<br />CORIMINI
<br />AP�M7p
<br />+We. _w
<br />70' OR LESS
<br />2 9/1r
<br />BOLIED •
<br />r. r. r. 1W.
<br />2111 l3V
<br />+611.0. -75.3
<br />70. OR um
<br />2 7/8'
<br />BOL7F0 •
<br />4• ! 4W
<br />IFJI>aRWO/ aOYiDM OP PANEL. R Has~ Al ICON • aW{ ar PMWL lL1RIN
<br />- ^.'] Z+: T - _ 1 , 11 ^. •71 � 71 ll:i
<br />S.D. OE9'ON
<br />A.PIESStUIE
<br />/AIWAAI MCIMo WVCM FOA L 0. - 3 1/Y '•
<br />APPLICABLE 10
<br />f
<br />orYM COLOWIM
<br />YN,MN NAQ
<br />Loom 1• 00
<br />MILD
<br />1.sum
<br />IiMCOMt
<br />CALK-0
<br />►lAmmmuE roAALt Ill►MIaHWE
<br />PLUSIII'Ia
<br />TO comcom
<br />to WIICEe
<br />TO ONICOM
<br />At w1C11m
<br />66.D. -75.3
<br />IY
<br />N/A
<br />12"
<br />N/A
<br />12"
<br />N/A
<br />12•
<br />M/A
<br />V ! 2• (TOP)
<br />70' OR 1E55
<br />11•
<br />3'♦
<br />To-
<br />]'
<br />S"
<br />4•
<br />S•
<br />4'
<br />r am)
<br />1Y
<br />3'
<br />t2•
<br />S'
<br />B'
<br />6'
<br />a'
<br />r
<br />1 BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1 12 1/2-
<br />(1-
<br />2' (BOTTOM)
<br />Y
<br />M/A
<br />8 1/2•
<br />N/A
<br />4 1/Y
<br />N/A
<br />4 1/Y
<br />N/A
<br />]' (TOP)
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />9 1/2•
<br />N/A
<br />9 1/Y
<br />q/A
<br />]' (BOTTOM)
<br />,2'N/A
<br />12'
<br />N/A
<br />12"
<br />N/A
<br />tY
<br />N/A
<br />A• (TOP)
<br />12*a•
<br />tY
<br />9 1/2'
<br />,Y
<br />it"
<br />/2'
<br />11'
<br />4' (BOTTOM)
<br />►UNITED TO 66.0 W. ASD. DESIGN POMUM WIWI
<br />&BEE MEE.7 26 MR ANCHORS TYPE a SNWCMO AM PWWALLAMW 11010 WOOD
<br />WJM MWDM
<br />MINIMUM NOW i VOW AND WWW LOGE MMM ARE NO CALM ON TRIM
<br />SMILE FOR E& UM OWN ,D WO ON SOMU REDUCE ANCHOR WWMG
<br />IN IRLIftM a OPACNO MOM aN 2040111211Ht IN E FOLLOWING FACTORS. FOAL
<br />TINS OPUM ON TD IN POSSIBLE RtOtCE'D 1PAOK OQAN® LOWFACTOR SHALA
<br />NOT RE LESS THAN MMRN WAM NO OM FOR SAW ^*= TYPE AT
<br />AIMIIR im
<br />W/11
<br />i 41
<br />111110
<br />1/4%
<br />RANDOM
<br />OI{[-RI
<br />W. AINHOe wA A=W 9.4
<br />3
<br />3
<br />2 1n
<br />WWaOM.e 0,1,r4Y 00
<br />3
<br />3
<br />3
<br />~.ft4 orn. WAN& 9J
<br />3
<br />3 1/2
<br />3 1/2
<br />4
<br />MLMK as soma
<br />*AIM
<br />r
<br />7 i
<br />HAW
<br />IA)
<br />@7z + REQUI ES NW.. INSTANCE BETWEENBOTTOM of PANELMD 0 TO BE //Y
<br />I
<br />1
<br />++ REOIMWS M- DISTANCE BETWEEN BOTTOM Of ►AND.
<br />AND (� TO BE-3/16' ' 3/16•
<br />Mm.
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1)
<br />_.--15.125• (70ML WDT1H) -- -
<br />j /2.600• (EFFECTIVE WDM)---- ___ -----11 .1wj- 1/4'I-2r1/P
<br />i q,.-- , 6 1/4• (TYP.)--'-'� y ,'250 •Iis�•.^ .t26 ... f' /r--}EDpR ! 04
<br />110
<br />.�• t om, 180•-7 ` ; t.7.S4' - Oy .te6Xr, t0, f `) (MAY BE ..0
<br />___T__\
<br />r 1 .O.
<br />T ,tE► o WM 6 MK IN"
<br />h 3.ris• BE•i L.e7T• �4p, 1 6
<br />EDGE ASTM AB63 TYR I 2B0.2• }'�' y. 1.015• ,
<br />owlm
<br />so
<br />wm
<br />- 0[TAE A a-" ORLY. K � % I i 2.t2s• I .084• L-I.sOo•••J � )
<br />-I-im;
<br />1yo, ©STORY PANEL L•-1.3W0•- DETAIL A� - (-�- --2.oW
<br />PANELS DVLL ■ MUUM AUMY5 _2.347*.-
<br />FROM Lay 70 now AT90 AT LOT WE OF POa 2O 'M' HEADER 3O -f- MM O4 ANGLE WITH STUD
<br />PMIaD
<br />AwnT 00 LP
<br />v`. r_ STEEL
<br />' f
<br />tv/ NEAIEED EDGE I Pyyly •
<br />I.aaw- :o.os• r-
<br />�133• e27Hf �>
<br />r I f J
<br />ti 1a625 r_, o.m• a.x6ov
<br />2N• - I.4or e.62S- Vj._�
<br />-ter ' rrNEL OR
<br />-'-- ISOMETRIC VIEW DETAIL A 1�.
<br />t"----' ROUNDED CODER 0 ENDS OF PANEL'S •a6 _
<br />r . Mr .am
<br />�2.37r--1 END UP W%.TSHEI)NAED EDGE. M. a0NLM1 .125'
<br />�5
<br />HOOF C' PANEL
<br />3.7so• + f.. DE' t°„°*) 77so O3,Ds-A+1uai uL © KEY HOLE AT PANEL 7ss -
<br />2.124' •Sm BEET W I'OR AODROMAL
<br />LOB,• -J.7W - Sir a nsom r SEEYE LMHmw e 1 r.
<br />W _ 125' ONLY WMD FDA MFIALA7109S NM
<br />i 2B0• L .rs• O SLMEM�EVVtE� 2tYf13 T/W8� --iITP-) wUGO swcrtm
<br />( CAW .IL4 2.000•
<br />].7y0
<br />_163• 'Y 12 r 2. ' R a4Lri-I
<br />OREV. 'H" HEADER O MILL' HEADER z_E__j -1' ION. 10 S' YO.. I I I
<br />® SICSVF 1W. WAX. '____2.000•--
<br />r it 'J" TRACK
<br />M4' J.oOo -- soar- SSA A; T1(Vt (1 1 f4' WIDE)
<br />�•' (USE ONLY FOR E-Z HANG STORM PANEL
<br />a1r�B6 -) ° ao 275 oat' - 3:' vCEN (` ' • 7 SYSTEM!) 9063-TB xw. ALLOY
<br />671* if
<br />12or �-
<br />iTYP.) I _ .250•
<br />-2D00• SFE sED1De5 -- --i
<br />Q BUI ® BUILD -OUT 'F' TRACT( ®t � WANIERED WINONUT
<br />TUCK AMGIE (ZAAAC 3 ALLOY)
<br />INSTALLATION
<br />INTO POURED CONCRETE
<br />DETAILS FOR
<br />OR CONCRETE
<br />PLTVWWE
<br />REGULAR
<br />PANEL in
<br />BLOCK STRUCTURES
<br />ANCHORS LOGE
<br />BaEDULE °"
<br />♦> POERE91L0"CRT�
<br />CO
<br />Owes; mumm Nf.I
<br />SEEETs B TNMOGH 10)0.
<br />---.
<br />OR concrtm BLOCK
<br />REpRREO.
<br />RECAREO.
<br />LEG
<br />TA710N
<br />G LOION
<br />NC
<br />CONCRETE ANCHORS
<br />(SEE SammULE SHIFTS Y TIBIOUGN� i
<br />O
<br />�I '�-
<br />1 411' AR MtAO
<br />7o
<br />T
<br />1/2•
<br />CONCRETE ANCHORS
<br />Jsf•'r-
<br />�
<br />i
<br />NIAO1 BK K a OB
<br />�Wst. '''/ "'
<br />I/4'
<br />box
<br />(!EE SCHaD11LE ONT/IOtOH
<br />SEE15 9-M�.,•
<br />L
<br />7
<br />I ...
<br />�S•L'o' a,OIae cz
<br />��.
<br />y fJ
<br />1
<br />�Now.
<br />PANEL
<br />1
<br />1 I
<br />SEPARATION
<br />I
<br />ro DASH.Mim
<br />-)
<br />I
<br />ON INSETS
<br />GLASS.
<br />,.
<br />(sEE sc1EDULE
<br />('SEE SCHRDt0.E
<br />1
<br />®
<br />1 ON 24M 3)
<br />1 �
<br />' - rl BL a3MA•'
<br />S''�
<br />ENGTII
<br />.EN
<br />SWEET 3
<br />-- -
<br />-1"..
<br />_
<br />a
<br />1 Hla..
<br />i..__. _.:_:.
<br />.:.- _
<br />- Tom•_
<br />6iO MA IINIR
<br />=NO•I7.e•)
<br />-.
<br />HWE'DIJ3L)E
<br />..
<br />as s EL LENGTH
<br />1
<br />_...-.._ I
<br />r
<br />_� (SEE SCHEDULE
<br />ON SWEET 3)
<br />0O511REy1
<br />l
<br />GIA91
<br />1
<br />.
<br />1
<br />1
<br />GIASS 1
<br />I
<br />-Y
<br />1
<br />i
<br />1
<br />1
<br />OF V
<br />SOf
<br />lWACEIR
<br />E)O1N-
<br />j
<br />OF. T•
<br />COCpE'I'E AMCIORS
<br />(SEE SCEWLE ON
<br />OR SLAB SHEETS 9 THROUGH 10)
<br />L +r•N 1 • .WI .L
<br />MiCHOM
<br />(SEE SCHEDULE THROUGH
<br />_ %
<br />SHEETS 9 UGH to) H.-Ly r2 1/6• LONG WX. ALWINW
<br />t:/ sPACERG M e , 4. O.G WRG FOR
<br />EXISTING POURM p ql At3OR PANEL
<br />MOCK
<br />REOIARm. i _ 6'1 1• WX. LONG ALUMINUMSPAM" •
<br />A� 191EE1S 9 !.,(B6E TOLE PL ON
<br />SCALE 3/6-1
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (7
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4Y lA0 11tlEV13 raC WOOD
<br />• r QC. W/
<br />,/r W,. IMPENDED POETH4T011
<br />1/4**IVACRMW • 6• D.C. w/ TD EXeW,O rood HdOFR. r ND�OE9PEOLMD
<br />,n- W. THtomm PEMETRATON FLAT 0A ON EGGS
<br />To EKOW WOW ,SPQR. 4 Co,t f+4•+ SAS
<br />�V �, ( •G DID 6®
<br />V C0'M' 0 EA. SINS
<br />• G EMD Of ® 5
<br />HAG Sm" • O. O.0 W/
<br />/ 1-. _.1- 1 4Y-2W Y 1RU85 1Ir M•L THIE4= PENETROCN
<br />CM DETAIL ,n4 ! W40 wir �/-, M3132' ro COSTING w000 HEADER.
<br />NNE lA 3/ CAW oYa)
<br />M�ppp�IFAp� } TYpRI01M EMW 4) ♦ CaK .I FAENDOF
<br />1lDIIII@ a (TYF) POP "ITT
<br />j� Cae
<br />111z 1 No% oEIARMt�n4 •
<br />E2�p,3a//�� p6 2 W Ir Yh. '1/4'O-Epl/4' �'-• 4 • /4• $
<br />1 IRS ~/7/6Y.3/3:' t TO GUSLi 7 5. ,E 7Ir ox1YAEW�Yi�
<br />1NkURi ' NU/13 IY aG 1
<br />EVERY GRAN ' EWIV OVERLAP
<br />41
<br />1ripYNM. 171.1ry1R)f •
<br />E � ( 70 OWE, ) EVVY pRAAP
<br />1 I r
<br />yz
<br />1 I I2'.r
<br />+ A M- 4•
<br />1 4► f
<br />NOTE IA BELOW)
<br />1/4•► UO SCEM9 • 0' 0.a W
<br />G.
<br />t''
<br />d WOOFS AGO dl
<br />PANDMAIE PLUS W/
<br />12 1/Y O.C.
<br />�PENCR4710N • ,x • WALL Mg=
<br />ML
<br />NODS PUTC RFOU,MD
<br />FINS ae oN EDa ALTERNATIVE 2'•W
<br />SCALE 1/{•-,•
<br />ALTERNATIVE 1'hlf
<br />SCALE 1/4'.1•
<br />1. ASOWLLTONS ARE ONLY VINO FOR WWDNCS WITH AID. DESIGN LOADS
<br />LOP TO +M.0. -75.3 pot AND PANEL'S LOOM UP To S'-,D•. („
<br />2 PIKE ,N0'n. 2R WWIFEW / SPECIFIC DENSITY �or 0.55 ON WOOD � 10 BE sounERN
<br />11121L.wAS
<br />1XNQ
<br />+IEU. AS MNEL W OOPPE4TISN To TMCO OIIAT�ABASED ON RG100 /r.KWR
<br />AMC" LOCAMM
<br />CAN
<br />,ODD dR 7LO0 :REFS Is'PMUAOx 7n,E oN Afof.I1FD
<br />say TO SUIT AGTIDN IE coAeMEo N ANY SCAUD 1/4- . 1•
<br />NOTE : gem" TRN3M NOT SHOWN FOR CLAIM
<br />sour PpAnArb
<br />AT TOP OR EOTTOY
<br />MAXIMUM PANEL LENGTH
<br />"L+- OR "L--"
<br />MVKNUM Asa'
<br />PRESSURE RATING
<br />(+ m -)
<br />CONCRETE ! Iro00
<br />/SMUAMM f
<br />L+
<br />lr
<br />Sao
<br />11E1-0•
<br />121-01
<br />25.0
<br />tY-0•
<br />11'-8•
<br />.IRO
<br />tl,-r
<br />rd-t•
<br />310
<br />l0•-r0•
<br />W-0•
<br />41zo
<br />10-,.
<br />I-4•
<br />Sao
<br />r-I,
<br />r-4•
<br />55.0
<br />r-r
<br />e'-o'
<br />Rao
<br />r-r
<br />r-r
<br />OE0
<br />W-0•
<br />71-4•
<br />7KAD
<br />r-t'
<br />r-o-
<br />710
<br />r-s•
<br />W-HIT•
<br />Nlao
<br />r-:•
<br />r-r
<br />BIG
<br />r-0
<br />r-0
<br />Sao
<br />a-t'
<br />e•-r
<br />Lao
<br />61-9•
<br />r-r
<br />IOao
<br />e•-s•
<br />5'-11,
<br />Mao
<br />)EGA
<br />lria
<br />-
<br />r-Y
<br />lire
<br />a-s
<br />/4Y-m• 2~ •/ Ll
<br />l , 4 - 4-NDTE ,A eELDWr)
<br />' w. 7HREAo•FDePDi1aWAT'iOH
<br />Will. 114'
<br />OAT[ •REOWG MT
<br />BOr1•r0C. Of
<br />+IIwIDED PELRTIAN
<br />WOOD HEADER.
<br />Awl E ILL
<br />7 TWO
<br />r 1 oc.
<br />A /,Mt• 1,
<br />.- • G Do Or
<br />1 OLTAL 1n4 !
<br />4 • f •-(� 4 L ,-P-2w 4- Ms. W/ 7/6'4A3n2•
<br />Ij �, 10N tY ae
<br />t/,h lA8 SCIEWb • r PDEtIN,O, O.C. W/
<br />ODUPR f REOIPwD , 1n•M4 TMFADm
<br />• A,DMIDIN is w.ME
<br />Lr OR ON EDGE
<br />Bull
<br />AMERNATNC 0!
<br />SCALE 1/4*.1•
<br />#-_ A T1(( P3A,rC w
<br />/f• �s-SCALE 1/4•.11
<br />�: • vC SF ' ✓A
<br />FLORIDA BUILDING CODE h VelodlyNMrrlcon• Zone)
<br />' No. 4
<br />*
<br />:*
<br />sam 11T¢a ,ALL.
<br />20 MR GALVANIZED STEEL STORK PANEL
<br />rv.
<br />MI1w:
<br />STA
<br />fy-�i�/i�
<br />�'''
<br />OF
<br />PRODUCTS. 11.0
<br />m iM/3ma
<br />Fco
<br />n
<br />o►.'
<br />�L /
<br />1L ECOINC.
<br />4W,a ar. !1 MHIET
<br />M1C
<br />it e.Y s►wr.iPMSMAA ai4a
<br />N,"`.., pe, APt-,N,. r..,00_
<br />20-176
<br />'I�V�'%••••••�,PG
<br />ON
<br />P,vle (M,)lr TSM n�ia:AdxNw•-Nat
<br />AA AN,
<br />R
<br />G-OCDN,a
<br />DIWMr
<br />PL HRAI/W0,14TAAVOA4
<br />-.1
<br />MOOHNW r
<br />wo
<br />own OF N
<br />11ALTR A Jr, P.L
<br />CNEDULE ONLY TOR REGULAR STORY 2/4
<br />RETIE, BLOCK HNC WOOD W r Wz_ - �S 9 11c all) clim a+_
<br />SI■N.E PANEL�■f■aMiN AT EACH rt• LN. 0
<br />END CORN TRACKS rsl. a). 1'! k n DE D.M..O. O. a4.
<br />®ON= ADULATED AT Ewm END* rT-I--T-T- ®��
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAIDMw AtO.
<br />PRE M7B0
<br />(Paa) (+ At -)
<br />CONCRETE ! WOOD
<br />/STALIA701S t
<br />Lh
<br />I V•
<br />Sao
<br />r{•-4•
<br />rr-o•
<br />MO
<br />Ir-lo'
<br />r1-7•
<br />JILO
<br />Nt'-d'
<br />t0-r
<br />$O
<br />Nr-lo•
<br />t-9•
<br />ta0
<br />I'-0•
<br />I'-2'
<br />45.0
<br />r-r•
<br />a•-r
<br />ado
<br />r-r
<br />81-2•
<br />=0
<br />r-J•
<br />r-9•
<br />SOLD
<br />B•-0•
<br />r-s'
<br />NB.O
<br />r-0•
<br />r-r
<br />70.0
<br />r-s•
<br />r-ii•
<br />no
<br />tea
<br />r-o•
<br />v-s"
<br />Sao
<br />7-0'
<br />t•-J•
<br />ORO
<br />a-t•
<br />r-i'
<br />no
<br />61-r
<br />a•-lo•
<br />roan
<br />rase
<br />r-s•
<br />s•-4•
<br />reoa
<br />-
<br />a•-r•
<br />R10
<br />list
<br />a'-r
<br />MAXIMUM
<br />AwnDI')
<br />IA/WNM SEPARATION TO ALMS SCHICKRE
<br />W M SPEED 4 170 .4.h
<br />WID SPEED > 170 ,n.ph
<br />IIHIE571YRIIm
<br />FAZY ANEO
<br />usimmimmisiml
<br />RCOVACD
<br />30 OR ttss
<br />1'
<br />v
<br />r
<br />a 1/4'
<br />>33 To 00
<br />1'
<br />1"
<br />>90 TO 145
<br />1"
<br />1•
<br />7 1/Y
<br />7 1n-
<br />>t461D
<br />'I. . y
<br />y.,r)I,
<br />R1TT%?�tr'.LIO(:
<br />RI'i41:
<br />111 •�•:•
<br />iI'lli•i�_
<br />to]
<br />[a]YT
<br />1 /4. 3/4. 4/5. 5/5 A 6/5
<br />H1 W/6. 2W/6, 3W/7 3 4W/7
<br />--- YMA-
<br />--r--r--7 r_r-r-T
<br />-1-1 J 1_1 pµLAS BOLTED PANELS w/ 1 46-2OK7'
<br />(SEE SECTIONS
<br />M �r (SEE SECTOK BOILT W/
<br />AS 0 OYWJIP
<br />or t. ON. 2/4- LA
<br />1 /4, 3/4. 4/5, 5/5 k 6/5 r MAX 3 A MAX
<br />j [*IWIG. 2W/6. 3W/7 t 4W/7
<br />1-MCNCLS (SEE SCHEDULE ON SEETS 0. 10 t11}-------
<br />REGULAR STORM PANEL n ELEVATION
<br />Y.Nr N.T.S. t/A- NW GAP
<br />(MIL OEOAP .1 MOTE WIRY)
<br />I t
<br />`AP SECTION A -ALIT
<br />1 NJ
<br />Norm
<br />a(i) L+: U%om AUDOMU PANEL Umm FOR A OUOI PO9TK AS:A DOM LOW.
<br />I- NAK ALLOWABLE PA4 (BOIL FDA A 0A0N NEGATIVE ASA DO MWI LOAD.
<br />(2) PAD== 70 O VMW MAIMMI PANEL WW"t
<br />OATEN A POSERS A.S.D. US M1 LOAD. CDO ME W1MMN PANEL LMM %+• FROM 9CHEINAL
<br />CIAEH A NWATI, AID. DES= LOW, OE1'ERIBNE MA70WN ANa LOOIIH 1 • FROM SOEDULF-
<br />N4LL WIIMRIN ALLOWANE PeNo IDOTN a EMIR l0 1fE 1®iaBt OETDBMIKD MIHR LONGIN
<br />BEINM'L+' AM *L •.
<br />(3) SEE $CEDERS BELOW FOR MN PANEL WOM FOR PORN Q,WMICOM
<br />HIMT/LLA7ON6 INTO WO(b ARE LIMITED TO 4 ■ Pal. MAR A.S.D. OnM PRESSURE RATING
<br />9, 10 ! 11 FOR MAX. AID. OEM Law a MAX. PANEL UDWMS IN
<br />PARR a USED.
<br />: H� FLORIDA BUILWIKi CODE Non High V•1 Hurrloano Zone
<br />* 44167 a0°n "Jilin "a 24 GAGE GALVANZED STEEL STORY PANEL DUN F.P.
<br />* oft
<br />$'• TEor IL ECOINe. PROTECTM PRODUCi% LLC "�
<br />�P GRID► ; : �' 4WN e• Ft /NUT
<br />F . • G .V'a I - Ir a, r ML'�AAKiMaa R aAHA rAWs, F Oft3SS20-175
<br />yAt% w.. , LWW m-,r , w„ MO W,-1Aa A1OAW+ dMIA■-7MA Mte d64)MA-OM
<br />r r. r M,•Icr
<br />fM•OWOINI,
<br />WW701 w Tun 1. /t ' eRT a O/ M
<br />INSTALLATION DETAILS FOR REGULAR PANEL (I
<br />INTO WOOD STRUCTURES
<br />V *
<br />AMCWOAS E ,D MA5,9. I
<br />' SEE SCHEDULE
<br />SCHEDULE ON .. 4►-3,.+• -( UlE 1SHEET 11) aA r
<br />--O ON SHEET 3) I 1/MI
<br />.0
<br />W
<br />R11
<br />IBa�W
<br />rI
<br />WOW ANCHOIRS PANEL LENGTH
<br />A ` I1 I
<br />i SCHISDULE
<br />(SEE SCHEDULE ON 1
<br />M SPACER r of "v
<br />t� LENGTH 1 1 MAIL
<br />1 1
<br />FA L
<br />1 I I I 1' MAR LONG ALUMINUM SPACERS • 12 1/2•
<br />.._•,• I 1'
<br />; 1 , 1. I C70.F (SEE TANS /i ON SHEER N,
<br />I
<br />I Min. 1 1 I t1 i SEE NOR '• RElOW PoR UWSrA'"M TOR
<br />1 1
<br />1 SEPAAASS, ) i" IMAM. I 1MAX1/2• TONG SLEEVES.
<br />� f iY 4 I
<br />I.._ 1PANEL PANEL LENGTHi
<br />LENGTH I
<br />i (SEED SCHEDULE 1 1 (� - l
<br />tsON EE a { COTE FEMALE 0 OR PANEL MATE
<br />ON SWEET 3) ` 1 1-._PAPEL
<br />3) .-...-_.,(__- oN SHEET S) f ; PUS (SEE SCHEME ON BEET 11)
<br />m VA
<br />U`�,
<br />__� `___
<br />_ 1 ro CLASS. I
<br />l,Yr65-1('(SEE SCHEDULE 1 PLATE REOUNED V
<br />i i 1 CL SHEET a) ; DWCT MOUNT W/ SP*ER 10
<br />1 •, TMMTIVE 2NP
<br />5" ', SCALE 3/8-1•
<br />I SOUL L_ - I • 12 1/2. O.C. SEE TABLE 1 OI SHEET 11 FOR MAX. PANEL LENGTH !
<br />1 OF 7 I IVAL 0 DESIGN LOADS FOR THIS INSTALLATION.
<br />EO
<br />MAX
<br />MI
<br />1
<br />L_J - - C � • 12 1/2' O.C. i L
<br />Iil
<br />' _ YAM ANCHORS * # Yt�:
<br />`{
<br />-�� I 1 I, •.STAGGERED
<br />SCHEDULE ON IFV@ M MM t 1 1/2' TORS F.
<br />t1 I I SHEET
<br />11) (1) IMGMHASDII M IIMIED 10 A ONC SORT SL4LMO5 MINT M'-0'
<br />`^' 1iKJImE. Y WIN WO OW MMff M�AmIMSnIONR
<br />Y.4• IYCIOO I tj, ll� AM
<br />I I t1I
<br />'� + MMOM mm aMROROM.
<br />CUTE ON ow
<br />L 1• MN WAMM To wa WeOOm (, • -ks- WOOD
<br />! 1 I A00ERED N/W/ Stuff NONMM SONS TM1Y Om6OIR M ONEL WUE WMY[ W a
<br />W 1NQ'f 3 IM BE 1■10m 10 1 /�t i�7;'1' .1 - TE REQURED ■ N1rR CAGE !CAL K MIUMI IW,IBIY A • t r oA.
<br />(SEESCHEDULE
<br />9CHEDUIE ON wo AS RIME ?cum" MS V l
<br />r--
<br />It)
<br />I I OOIIMUyARDRWNIL Nr � RflllCttlM TROY A2 ,/Y OA. OIg11t OM
<br />(1) on mm
<br />mm a N0. -e0 Pa(O MAIL 24 Wa PMN6 LOOM a CARD A Wr A An p0ee
<br />I LAAY� �y (LH■ e A aE91mm PROP 1AMB1 ►Aa umme NAM® ON
<br />,� .•, 1yi w MRnoHLW eGM, PMIa LOGIN W WALL YOUe���il� 01 mRE. am It).
<br />iTLE (a) to ON
<br />�O/rrtLow
<br />WALL MOUNTING !s! MAMA RNIa MIq a HRRr Oa�O
<br />Mlo a Osnw'W'WOWW'IHIWIE WWt SCALE 3/8-1, WAM M
<br />MO
<br />,NO AR WWM 2D10 1. E 3 M PgOMm N MM
<br />ALTERNATIVE 1 W
<br />SCALE 3/11-1- (4) IOMIUOW WINO OILY FOR W,O 11 St'W'WM MO M HALO (70 EWIOAO or M RAMM
<br />2oIIN1.3a300AAINF
<br />1WBW-0W.
<br />A. Tl�j
<br />�Eit
<br />tIQffS: �' VCEN ��
<br />FLORIDA BUILDING CODE Non High VookweltyNurricom Zal•
<br />NOTE FOR OF SECTIONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. :• No. 44167 '; emao Y&UM,Ia 24 GAGE GALVANZED STEEL STORK PANEL Ft'
<br />DESIGN PRESSURE PAYING (p.e.0 AND PANEL LENGTHS a *: MINK /n
<br />* : *
<br />TOP 4K BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR w/o/wo
<br />COMBINED IN ANY WAY TO SUIT ANY 2W) STATE ITLTE C O GLOBAL PROTECTION PRODUCTS, LLC.
<br />ALTERNATE INe. e,F,
<br />NSTALlATION. - J`IORIO am Sm. N MBUT
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD GiTm .a a a r s +�P alAaaa w MOW n- 333M
<br />MEMBERS TO % SOUTHERN PLANE No 2. W/ SPECIFIC S%'•""•• tl "'"• �„tM,F NMKF. (04)MW-VDW rMe (VN)Mr-IM7 20-175
<br />DAMN r
<br />DEINSRIY OF 0.55 OR EQUAL- at-OOWiM r
<br />. a..,EFM9 IMf0 0 O to
<br />FLOW rEtR AX.R.W.
<br />GENERAL NOtM
<br />GENE fYa7Y. Mlln a..,.4. -+.
<br />(C) TO pnTm WOOD DIRE SPfCIFIL fAAWiY G - D.SS YW1.1;
<br />1. STORM PANG l9OMN ON T1e5 PROOIK:T EVALUATp/ DOQIMFM (P.E.O.) WAS am VEaI1ED FDA COHPLLINLT: N ACCORDANCE
<br />_ 1/4"I TAPCON ANCHORS. AS WNIffACTURED BY LT.W. BURDEX, NC
<br />WITH THE 2020 (701 EDITION) Of THE FLOIDA NIRDNG CODE. THIS STOW PANEL SWILL NOT BE NS ALIM AT MON
<br />- /14-10 PA&MATE FTNMAI E 0 AD ►IOELMATE PLUS ANCHORS. AS WAFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELDC11Y HURRICANE ZONES (MIN-DAE / NOWMARD COUNTIES).
<br />- 1/4'6 LAC 9=0 PER ".S.
<br />DESIGN WIND LOADS WALL BE DM%W$M AS PER SECTION 1609 of THE ABOVE LEMONED CAGE FOR A BASC WID
<br />- 7/16Y . 5/6• WOW BUSHING. AS DWRINItED BY ALL POSIT SCREW. BOLT ! SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A ORE"WI M FACTOR
<br />KD-0.65, USING ASCE 7-16 APO SMALL NO EXCEED THE MAXNUM (AS.D.) DESIGN PRISSURE RATINGS NDIGTM ON SHEETS
<br />C.1) MINIMUM TNMJDED PENERATON INTO HOOD OF TAPCON ANCHORS ANAL BE 1 1/2• AND 2• FOR ELCO PANELANTE PLUS
<br />3. 9 THRU 12 ! 17. 16
<br />AND PANEIMALE FEMALE D.
<br />N ORDER TO VEINY THE MOVE CONW M. ULTIMATE DESIGN YID LOADS DETEOA = PER ASCE 7-14 SHALL BE FIRST
<br />REDUCED TO AS.D. DEIGN PRESSURE RATING NT MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAR (AS.D.)
<br />C2) WOMAN THIIMDED PCNETRATION Of LAD SCREW. M/TO INE WOOD FRAME UNIT SWILL BE 1 1/2-. NO THREADED
<br />DESIGN PIESSt1RE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 ! 17. 15.
<br />PENETRATION NM STUCCO SHALL RE LrJHSDERED AS PART O TIE REQUIRED tHREADED PENE1RA70N.
<br />N ORDEAL TO VERIFY THAT NHS ON THIS PLO' AS TESTED WERE NOT OVER STRESSED. A 33% INCREASE INALLOWABIE
<br />STRESS MR WHO LOADS WAS a02 USED IN TIER ANALYSIS. FASTENERS SPACING TO WOOD HAS SEEN DETERMINED N
<br />C.3) WOMAN EDGE DISTANCE OF LAC SCREWS. INTO WOW SHALL K AS INDICATED N THIS ORAWNG
<br />AN WAIN N.D.S. 10 L'S ADEOlN4Y FORR' WSALT AND WIND RESISTANCE HAS BEEN vERSEO N ALXAImYNC£ CORN SECTION 1609.12 O
<br />STORMORM PANELS
<br />C.4) MIINRUAI PDIEtRAiIOn OF WOOD BUSItG SMALL BE S/a'. +/4' 11-20 SCREWS USED SHALL BE 1 1/2'LONG MIRMMIN
<br />THE ABovE MENTIONED CODE AS PER AIERICAN TEST LAD Or SOUTH FLORIDA REPORTS /Oat{.07-01 AND /0219.02-0l, AS
<br />ULD STUCCOEXS
<br />SHOW t, AND f• WOMAN FOR WALLS WT1N NO STUCCO.
<br />PER SSTD 12-99 ! ASTM E 330-02 STMOARDS. AND AMERICN TESTING LAB SOUTH FLORIDA REPORT /1123.D/-10 AS PER
<br />TAS-201 AND TAS-'mi PROTOCOLS, AID AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF THE
<br />GS) N CASE RIMY PRECAST STOME, Dt CONCRETE PANELS. OR WOW a0AAD5 BE i011ND ON THE E1957IiG
<br />FLORIDA NALDINC CODE.
<br />ENOUGH T T STRUCTURE
<br />WWII. ANt310R5 STALL BE LONG O/OUW TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN C.I), C.2) a C.4)
<br />2. ALL ALUMINUM EXTRUSIONS TO RE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2
<br />(0) ANCHORS BALL BE INSTALLED FOLLA,MNC AL O THE REGONMFTDADONS AND SPECIFICATIONS OF THE ANCHORS MMIFACtURM
<br />1 ALL ALIANNUY SHAFT METAL USED AT CLOSURES SHALL MOVE 3105-1414 ALLOY.
<br />6. PANELS MAY ALSO BE INSTALLED HOR40NDUY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCTURAL OLALRY STEEL. ASTM A-553 GRADE W LOOM, G-60 G&VMIZEO
<br />THROUGH 5) EXCEPT DINT HEADERS®!® SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 92.2 AN WIER ROLLED).
<br />9. IT SHALL BE THIS RESPpI51BRM Di THE CONTRACTOR TO VEARY THE SOUNDNESSOrTHE STRUCTURE WHERE SHUTTER IS TO BE
<br />S. All SCREWS TO RE STAINLESS STEEL 304 OR 318 ANSI SERFS OR CORROSION RESISTANT COAlEO CARBON STEEL AS PER DIN
<br />Ate. TO INSURE PROPER ANCHORAGE. THIS WRITTEN SILL ONLY DE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />SWIG W/ So All YIELD STRENGTH TDS NGTH A90 Poi TI.E STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.J.4.
<br />10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 4 4. 5, 6 AND ALTERNATIVES WWI, 3W ! 49 ON
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEED.. OR AIM 304 SERIES STAINLESS STEEL. WITH 36 AN WftWM YIELD STRENGTH.
<br />SHEETS 4. S. 6 ! 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND REACILY VISIBLE MMOW ISiRVCTM OWNER OR TENANT TO
<br />SECURE PAMS WITH APPLICABLE RE110O CENDIT DURING POMM OF HURRICANE MRNM.
<br />7. ANOIDRS TO WALL SHALL RE AS FOLLOWS
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/CALILK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS CONTACT WITH
<br />THE MAOO TO PREVENT wwo/RA/N NROSION.
<br />(A) To ,pasim P
<br />- 1/4'0 TAPCOI ANCf10R5 AS W"XACTMED BY LT.W. BUILDEX. INC. (Yin. Fc-3192 p-L)
<br />12. $TOM,/ PANEL INSTALLATION SHALL COMPLY WASH SPECS NdCATED IN THIS DRAM PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' r . 7/8' CALK-" ANCHORS. AS WNOFACIUREO BY DEWALT INC.
<br />PROVIDED BY THE JURISDICTION MERE POW IS APPLIED TO.
<br />- (W. SOLID -SET ANCHORS, AS DSTRINHIF3) BY ALL PONTSCREW, BOLT a S3+EGIALM CO. . J/{' SOL
<br />rc.3000 p..J.)
<br />13. (a) THIS PRODUCT ONLANTON DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND NOT
<br />T PROVIDE INFORMATION(WALL
<br />- /14-10 PAIEUMATE FEMAE 0 ! PANEUYLTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SCE SPECIFIC PROJECT; La. WHERE THE SITE CONDITIONS DEVIATE FROM THE PIG.-
<br />1/4'6 2AMAC NARK AHK70RS, M MANUFACTURED er DEMLT. INC.
<br />(b) WNIRACTOR TO BE IEWONSMEE FOR THE SELECTION • PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />AI WARM EMBEDMENT OF TAPCON NICHORS INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR ELCO PAELYATE AND
<br />BASED ON TINS P.E.D.ITEPROVIDED HE/SHE EDOES NOT DEVOTE FROM THE CONDITIONS DEMHI.ED ON THIS DOCUMENT,
<br />TSITE
<br />CONSTRUCTION SAFETY AAT SS THE CONTRACTOR'S RESPONSIBILITY.
<br />1 J/Y FOR hAl1AC WAIN ANCHORS.
<br />THIS PRODUCT EVN.WTION OOCrRENT WILL DE OONSOERED 1INYALID RIP MODIFIED.
<br />AZ) CALK-INa SOUR -SET ANCHORS SHALL BE EMBEDDED 7/6• INTO THE POURED COMPLETE. NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERMITTED. 1/4• 0-20 SCREWS USED SNAIL BE 1 1/2• LONG MNMWM SHOULD STUCCO EXIST.
<br />(a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNEM OR ARCHITECT WHICH WILL WOOF THE
<br />AND ALLAS Wt' MINIMUM FOR WTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />ENGINEER O RECDRD (E.OR) FOR TE PREAEST AND WINO WLI. BE RESPONSIBLE FOR THE
<br />BUT MTN WING NUS.
<br />PROPER USE OF THE P.ED. EN(ANEER OF RECORD• ACTING AS A 0181IMTE0 ENGOEER TO THE
<br />PLED. ENIEEA• SHALL SUBMIT To THIS LATTER THE SITE SPEOF OMD" FOR REVIEW.
<br />A3) N CASE THAT PRECAST STOE• PRECAST CONCRETE PAWS. PAYERS. STUCCO OR WOOD BOARDS RE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MARL STRUCTURE KOO SUCH PANELS.
<br />(a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIOHATURE Of THE PROFESSIONAL
<br />M04ORW SHALL BE AS MENTIONED IN At) AND IN A2).
<br />ENGINEER O RECORD THAT PRUMED IT.
<br />(B) TO EXISiNO CONCRETE ADC( WALL ASTY L-90:
<br />M SHUTTER MOWACTUEA'S LABEL SFNLL BE LOOTED ON A READILY VISIBLE LOCATION AT STORY
<br />- 1/4' r TAPCO/ ANt2HOR5 A9 MANUFACTURED BY 1. T. W. GUIDE%. MC.
<br />PANE SHUTTER IN ACCORDANCE WITH SECTION 1709.2.2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />SWAL BE PLACM FOR OPENING. LABELING 10 COMPLY WITH 5[CWN 1709.9.3 OF THE
<br />- 1/4• P . 7/3' CALK-ONANCHM. AS MANUFACTURED BY DEVALT, INC.
<br />FLORIDA BURDCODEEVERY
<br />NC
<br />- //4'e z 3/4• SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT ! SPECIALTY CO.
<br />- /14-to PANCLAATE FEMALE ID AND PANELWTE PLUS ANCHORS, AS MANLI/ACTURED BY f1CO COSTRNCTION IN
<br />- 1/1P ZA AC NWUN ANCHORS. AS MANUFACTURED BY OEWALT. NC A. T
<br />�a.....!...
<br />MINIMUM111MINIMUMEMSEOM E NT Of TAPCOtN ANCOORS. ELCO PMMMATES AND ZAMAC NARK INTO O THE •vCEN
<br />• :°/9 FLORIW► BINDING CODE Non h V NurrlDaM zone),
<br />BLOCK UNIT SHAU. BE 1 1/4.
<br />9.2) CALK-N a SOUO-SET ANCHORS SCOWL Be EMBEDDED 7/6' INTO THE CONCRETE BLOCK UNIT. NO Nn 44
<br />7 :•
<br />aM1Y R,mO, Nc
<br />24 BADE GALVANIZED STEEL STOW PANEL
<br />NIACIN Nm
<br />STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2• LONG MINIMUM SHOULD EXIST,
<br />AND ,• IeMMRIMI FOR wAtu WITH NO srlMw. •Ta STATE
<br />9
<br />B.3) IN CASE THAT PRECAST STOIE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE 'CORN
<br />EXISTING WALL. ANCHORS SHALL 9E LOW ENOUGH TO REACH THE MAIM STRUCTURE I. SUCH s ••...
<br />ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN 11.2). /ORAL
<br />Ann
<br />-
<br />^�x,
<br />% �-V
<br />�• /
<br />PL 9EAL/eWAtUM/U COWL
<br />�L E C O WNe
<br />PROTECTION PRODUCTS, U.C.
<br />OWE A.133T�
<br />m6He aMN-70.k nuc (w)M*- MO
<br />p
<br />aft
<br />20-175
<br />WIrR r
<br />,A m , r 1,
<br />N,l. ti
<br />.:» . L,M�'1„-,.,.. ,. , �_,.n
<br />Ch-0006719
<br />0 4 RUN L, PL
<br />9 THROUGH 10)
<br />SEPARATION
<br />TO GUMS .---
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH
<br />1•Was.
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SWEET )3
<br />I
<br />SOS
<br />I1 ____ ....__._L.._.. __I
<br />i1.r III tneAMl Lai
<br />Bum tN WRIT a
<br />ALTERNATE CONCRETE POURED CONCRETE
<br />ANCHORS CONCRETE BLOCK AEOUME
<br />(SEE SOEDUE ON
<br />SEE15 9 T61000H 10)
<br />4Y W1.6 �
<br />0 rolouGH TO)
<br />M SEPARATION
<br />Lfa
<br />Va '
<br />GA.
<br />4AMn.
<br />TO alm
<br />SCHEEDULE
<br />I
<br />eat,Ml wHL
<br />LeMN as fI}
<br />;tomSEE
<br />A
<br />I
<br />YOA
<br />PANEL LENGTH
<br />E
<br />(SEE SCIEOULE
<br />B
<br />I
<br />ON SHEET 3)
<br />F
<br />I
<br />I
<br />LASS 60
<br />1
<br />1
<br />562
<br />MACH'
<br />I f
<br />T
<br />L . ,
<br />I
<br />1
<br />L
<br />�
<br />CONCRETE BLOCK
<br />I
<br />9TA900E0 W�I�BTJS�
<br />(m SCHEDULE ON
<br />SHEETS 0 THROUGH 10)
<br />SCALE 3/4-/"
<br />ANCHORS ALTERNATE TE WOA
<br />SCHEDULE ON (SEE SCEDUE ON
<br />' It) SESTET it)
<br />'✓
<br />I
<br />OIA55_9
<br />I
<br />WOOD ANCHORS
<br />I
<br />j
<br />Dot-
<br />(AREEEET
<br />11SC
<br />wA
<br />TORN
<br />'
<br />(SEE
<br />I
<br />I
<br />SCHEDULE
<br />I
<br />/4-.-M
<br />eNLII r
<br />i
<br />i
<br />Os me MN
<br />1
<br />1
<br />SIGN a'"7-en
<br />•L• WR
<br />1
<br />PANEL. LENGTH
<br />SEE SO4EDLU
<br />(ON
<br />I
<br />S14fT 3)3)
<br />T
<br />1
<br />1
<br />1
<br />'
<br />�.
<br />MARS
<br />\:/ \
<br />O 12 1/2' O.C.
<br />1
<br />;
<br />'
<br />1
<br />r
<br />WOOD
<br />REQUIRED
<br />22 .4* WOOD
<br />WOOD ANCHORS {t"'-:-�___
<br />._
<br />I
<br />MEE E-.L.
<br />3/4'
<br />EET 11}
<br />_
<br />_2•
<br />CMNO A 4'�Si
<br />SOME 3/0-1'
<br />CO NOTE MR COMBINATION OF SECTIONS: lcm.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP k BOTTOM MOUNTINGS CAN BE DES" PRESSURE RATNO (.al) AND PANEL LENGTHS
<br />AN COMBINED IN Y WAY TO SEMI ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO RE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />tra �
<br />CONCRETE
<br />REOIARED.
<br />T ANCA0R1
<br />HWAE ON
<br />• THROUGH
<br />ON SWEET 3)
<br />ARE USED
<br />iMeIELAVIIES W'/ WHEN
<br />ME USED
<br />ARM SEPARINI N TO GLASS.
<br />_...(SEE SCHEDULE ON SEET 3)
<br />IOU No
<br />L6L%BllA�fi�llL
<br />SCALE 3/8-1*
<br />LEG
<br />ON
<br />l' MINL
<br />PAWL LENGTH
<br />SCHEDULE
<br />OWN SHEET 30
<br />uvla �a
<br />OIL
<br />A+r SEE v MAX.
<br />PANEL LENGTH
<br />a PonSCHEDU
<br />OBIT- (ON :HICET 3)
<br />t
<br />( MAX
<br />>
<br />c
<br />t`
<br />N
<br />O
<br />Q
<br />O
<br />O
<br />C
<br />!`
<br />CIO
<br />cu
<br />VI
<br />0
<br />c)
<br />C
<br />CIS
<br />LL
<br />.(n
<br />-p
<br />O
<br />JE
<br />CIO
<br />/mom
<br />.102
<br />CIO
<br />r/ / 0
<br />V+
<br />V
<br />N
<br />a?
<br />�
<br />C 3
<br />:-
<br />0
<br />> LUJ
<br />Z
<br />o
<br />C' t
<br />U r-C
<br />C NO (•_7 E'•M
<br />•
<br />LmL 3+G
<br />=
<br />y to GL
<br />to�
<br />y a t
<br />=
<br />C4
<br />03 SC
<br />C.= O)
<br />..
<br />E _
<br />o o
<br />3 3 KI_c
<br />CA aN -0
<br />y u m
<br />Its % o
<br />E
<br />=° o
<br />d t3
<br />0
<br />Car1t
<br />W
<br />cu
<br />O
<br />cnc,
<br />CL
<br />U
<br />cuL..1.
<br />0
<br />V�
<br />■ �
<br />V I
<br />cu
<br />LLI
<br />d
<br />Z
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />IS
<br />1,
<br />3.
<br />
|