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<br />I / ,- 2 SCALE 1/.'.I rf. pw,nitt SCALE ,/e'.+'
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<br />• SPANS VALWOFOR rAS O DESIGNPRESSUREPRESSURE RAnNG - * : * FLORIDA BUILDING CODE (High VelocityHurricane Zone)
<br />AqMM1 ST 10 S7 O'EN$ION "NULL BE OWNEN'ED '. OWN 'µNEW. .NC.
<br />SECTION 1 - pAtALEI TO S OR. PANEL'S LENGTH 1%, �e '• FCORtDA : �`�i 20 GAGE GALVANIZED STEEL STORM PANEL .,.
<br />..♦�NA•�NN`
<br />SCALE Ile. t' !4 1rS(QMF +'�-'- _ a)/9/20)0
<br />�OUCTS. LLD. DITIC
<br />110 III irt. `\- GLOBAL PROTECTKN PR
<br />/' SIT, 51
<br />4O'E. MULLION CAN ALSO % .!STALED II STORM PANELS ON TALK .{.�
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<br />FLOOR MOUNTING
<br />INSTALLATION - SECTION 4AW
<br />SCALE- 1/4- - T-
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS
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<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
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<br />SHEET'•, -LEDELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32'-1'
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<br />2 LIFE " TY STORM PANEL CONSISTS OF DO39' GALVANIZED STEE: STORM PANEL AS SECTION B••-O
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<br />BE AS
<br />OF THIS NMOUNtE6 1� ........,•..
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<br />='T�Q'_: V,EN`,r
<br />FLORIDA BUILDING CODE (High Velocity Hu Icons Zone
<br />4 MAN LENGTH to;? COMPONENT ® IS 15' c
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<br />COMPONENT! MAY BE PCR1&WEM OR REMOVABLE - ATE - "/t020
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<br />2 +/s'
<br />tINa1LTm
<br />nRU S k )
<br />- I
<br />.SBS >1.0
<br />� ai-5' TO e' d Mo. :
<br />2 ]/•'
<br />IANBOIT[D
<br />11HRU 5 k )
<br />+550 72.o
<br />Rae-d' t0 •, -2 Mm �-
<br />2 1/2'
<br />I • eGRD�RMCLOWTN
<br />WWKKMIRDIC,n
<br />A
<br />.al 9. -.6.p
<br />� '2' a• DA 1E55 �
<br />J •/2'
<br />� • eDLrzo a
<br />AT GKRLAPS
<br />_ d, 9 k +0
<br />1fAYWM AS0
<br />tt5GN
<br />aREauE
<br />-..- TAPCON �
<br />�-moo- _i.�-.o
<br />NO C
<br />WXWIA
<br />Cr TM -CAR.
<br />[OaNCgL1F
<br />ARMORS SPACING iDp
<br />rAtx-W
<br />o
<br />EC - ] ,/1• •'
<br />APPLICABLE TD
<br />SECINOS / k MAXAAJY P,J+El
<br />un coue,N,rTON NrNC1N �. (n.)
<br />PANnN.rz rD:Mlt a
<br />To
<br />�TD
<br />AMl1WE 0.16
<br />'._'TS "-
<br />�
<br />MT.IG (P.1)
<br />COKIE>E I �[)E�LID
<br />ID�KNNTE�'.
<br />,0 COMCMR j CONONE7F
<br />TO CONCNCR '. III
<br />COpCRET C4rURC
<br />O 1Nb
<br />e
<br />N A
<br />.•
<br />,
<br />6 ; 5
<br />/ N/A
<br />! 6'
<br />6- 6'
<br />� e' b'
<br />1 IeOn6M)
<br />e• N/A
<br />4/A N/A
<br />!' � N/A
<br />! N/A
<br />r I N�
<br />i DD°i
<br />NA
<br />/
<br />N/A 1 N/A
<br />I
<br />6' p,A
<br />5• N •
<br />A
<br />5' 'I
<br />I /
<br />3 BOnOM
<br />( )
<br />,Ass. -)2.o
<br />_
<br />e• E N/d
<br />N/. ' ./6
<br />r I N7A
<br />e' N/A
<br />!• n/•
<br />] k •_(TOP) I'-S' OR LESS
<br />�(BOTTEWA)
<br />OR LESS
<br />_ __ _._1__. _
<br />6" I $'
<br />�. _, ____.- _
<br />� N/• I N/A
<br />_.._--�--._
<br />t 6- ' 6"
<br />-
<br />e e•
<br />_ _r� _.
<br />a' j d•
<br />,
<br />- _
<br />_
<br />6 N/
<br />N/ � 4/A
<br />a M/A
<br />.' Ni.
<br />e• M1/A
<br />I ) ��,)
<br />a � s
<br />.� I N/
<br />e• I A.
<br />e- I e•
<br />r I e'
<br />• k 7 IeortGM)
<br />_
<br />N/A N/•.
<br />,7 1/2•.__�..b N/a
<br />,1 1/2 6 1/•'
<br />S (70P/BOTTOM;
<br />a ,i•' �
<br />! ,/r
<br />6 IN ! :/•'
<br />5[E SHEETS ,O k N, FOR AKHON TYPE l SPACX.G FOR IHStAlIw1ON5 NIO WODp FRAME eLND.HO.
<br />W,WNI AICM'IR Si/,C.161 AND 1RIYYIAI [PS INSTANCE ARE IIIOCAIFD OR INK $CEOAL FOR L.O. LESS
<br />1,YR WdFAtfD ON SCRWL[ „mucL ANc,NaI vWnlo BI IRA TWO SPACING Waw ON 4C.m Alt T
<br />WE fGLDWANG FACTORS FOR rI+S CPEIUtaN ro a PDSSIW,E. RLaucLo SPACING OBfN.Eo ,IVNc rAtroR
<br />sH.uL ,NTT a LESS N.nA MNnM sPAaa Praor+Eo ran v[.M AA:Crw rrP[ A AraRs LExNo.
<br />TNPoaN
<br />PWIpMn[PAgA+rt
<br />H4A-W+ouo-1<rr4rMAacar.'()3--
<br />Hm
<br />__ ]
<br />-
<br />, ,/;
<br />A),Cldt>.n-
<br />['7�::m�,:-7
<br />w
<br />9u
<br />•Ra
<br />m
<br />,m
<br />a
<br />-
<br />-
<br />�..w
<br />•No
<br />,/1. 10.. 5/e' LDND BRA95 PUSHING ./ INSTALLATION
<br />DETAILS FOR REGULAR PANELS,,
<br />;) &
<br />/A -I s FG
<br />pACES-2D'1• t5 MS w ° "'• 0 C,61 `'
<br />�.--_ ;..I
<br />LC,.GT,6 W 5'-0' ANG/4- 6 , Oc
<br />It", LLNGms w 1. d'-e• M.. SUB l,,-In
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />-
<br />INNEWAIE FEMALE ID OR PAYRIMT[ PLUS •
<br />12 2. 0 C WTN I • MY,, THREADED
<br />PE4[HURDN To HEADER OP ALL LEWTHS W
<br />-_-�
<br />-T I
<br />7 I
<br />I
<br />r
<br />_
<br />- I J
<br />C R�
<br />, q `K „..FOm `• oPaituo{d,
<br />. 1-
<br />IiI
<br />I
<br />t
<br />J
<br />}-
<br />1 --T--� -
<br />1
<br />I
<br />I ro1EY6+NG Maw .EK"
<br />I
<br />I ('-'/�
<br />-•• �-
<br />1 •1
<br />I
<br />I II
<br />;
<br />��3)�M E
<br />F I
<br />I�
<br />;
<br />I
<br />1
<br />I
<br />, _
<br />,Ir . eL
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<br />-O
<br />EOI
<br />1._=�,
<br />1
<br />I. Y
<br />I
<br />1 S i
<br />EO
<br />- I-
<br />-:
<br />EO;..
<br />i T
<br />I
<br />1
<br />I
<br />__
<br />II 1 ��"- I
<br />II i A#If.._\.J.1 G.T ,
<br />E0i
<br />6
<br />E01_ ,.I _
<br />I
<br />:
<br />i \
<br />T
<br />A
<br />I �
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<br />`
<br />tR
<br />11 I r
<br />RDDD IElOER
<br />I
<br />Y
<br />oUP[o -
<br />i
<br />-
<br />i
<br />Pow IrucIFP
<br />;01
<br />I Rood HFAUP
<br />I I.
<br />Rt.
<br />•-�- -�
<br />iY -i !
<br />; 1 9
<br />ALTERNATIVE
<br />iW
<br />ALTERNATIVE 2W
<br />-
<br />.._�
<br />J
<br />SWF 3/e=1-
<br />SCALE 1/Ml-
<br />(--
<br />,
<br />1 II
<br />-
<br />-__--�__.�..i.-J
<br />, -
<br />T..-. ;
<br />)
<br />-74-
<br />I SE xH[DLILI�
<br />I I
<br />SEE SCHEDWAE ON ENEET a I
<br />- NOR Wn SEPAL -1 I I
<br />I.
<br />l OR a
<br />Ct0
<br />; I r
<br />I
<br />t0
<br />CUSS 1 1ST �:v/]Y I
<br />1 I WNc Iv.-II
<br />`'
<br />I
<br />f'�AASS
<br />i I
<br />j(i li ,m/x�P.r.
<br />�NSIc.N 1 !-,4
<br />�% `�
<br />EO;
<br />�9�1
<br />N _i
<br />Ea
<br />,t '
<br />1
<br />F0,
<br />)
<br />E0� _�"-..-_i�_I
<br />i !I
<br />-.
<br />«- I..__
<br />1 E
<br />E01--I
<br />- 7N
<br />EO
<br />EO, -
<br />I I E0;
<br />T /7 `^
<br />E01
<br />}''�. ---
<br />r
<br />i
<br />�- 1"
<br />I
<br />- --N CGI
<br />5/1• BRASS
<br />1 .-__
<br />I
<br />� � W„ �
<br />I\ L ,7:7T, J/' SS
<br />i ,
<br />I ADw P'A,f
<br />I Nm run
<br />Ao PEo
<br />I I
<br />1/•' D- . LONG BLIS N
<br />Vol 1/4'• 2W2' SS MS e a 1/4• DC
<br />eG 4 fA•P.>/37•
<br />`_4 _ A�' r DC
<br />I
<br />i S1A'�
<br />I IT I
<br />FOR PAID UINGMS NM To 5 -0' -1 A
<br />:
<br />4) �.
<br />Y.4• PIAR
<br />I
<br />1/4. OC TOR LEHI up To d'-a- MR.
<br />OR /,.-,o PANELAI FD.AE a OR
<br />'
<br />AEDIIR[D
<br />PARELYATT III a ,2 ,/I- a. c WTR ,
<br />/2• Ad THREADED PENETRATION AT
<br />I
<br />17•: uc KRWs • r ac w
<br />I In- M. +N.Aneu .rRnRN(oR
<br />ALTERNATIVE
<br />3W
<br />ALTERNATIVE 4W
<br />WORIOYH or r>LSteR: Raw %ATE FNW
<br />7'..• AI I I
<br />tt aovwD
<br />e A10MmR O ALI
<br />SCALE 5/lI
<br />SCALE 3/B.,•
<br />_L
<br />ALL LENGTHS UP TO e'-a• Mm
<br />1 1
<br />f
<br />ALTERNATIVE
<br />_OUT
<br />MOUNTING INSTALLATION
<br />NOTE : sNUT7E.R tRI NOT SHOWN FOR CLARrry
<br />ALTERNATIVE
<br />SCALE 3/6-1•
<br />ALTERNATIVE
<br />7W
<br />SCALE 3/5-N-
<br />NOTES:
<br />„',TINT T IL �A
<br />a"o N. [/jA'41l,
<br />.....
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.D DESIGN LOADS
<br />'Q ,i
<br />PV • ''GE
<br />IF TO +55.5. -720 PSF AND PANEL'S LENGTH UP TO 8'-B'
<br />-S : J F
<br />-%
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
<br />-
<br />-.*
<br />-- ILI[LO NC
<br />TP
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR FOUAL
<br />=
<br />- No.F;;o��
<br />20 GAGE GALVANIZED STEEL STORM PANELDMA, eT
<br />NSSL rOhcaaBlNAnoNofs£c7(DESs
<br />* . - -
<br />�,•09, ST r.-�
<br />-\
<br />1L ECOINC.
<br />m/x/2 70
<br />PROTECTsON DUCTS, LLD. D.TL
<br />f,h.," 'U"�"
<br />I �FF
<br />`GLOBAL
<br />-
<br />TnAr: T[srBNo a oautmeWo co.sALMwcFL>3T+4COMBINED
<br />70P & BOTTOM MOUNTINGS CAN BE
<br />IN ANY WAY '0 SUIi ANY
<br />?
<br />, FS'
<br />'/y'A,AN
<br />. HAWA.RrXN..I.r
<br />I PART, Rn.IkT'N
<br />^'• L, AATAG-wp6T19
<br />N.aE I.s+ke9-7sa. fA.tS.)MR-em 20-176
<br />1N57ALLATION
<br />sSEALJSIA.ATU,E/CAT
<br />ROTOR A TALL" A, Pf
<br />R
<br />WW1 pR4N,.G Ne.
<br />•-
<br />- -
<br />.A M167
<br />9R[T ,I w x
<br />L� Opp^ ALTERNATE( -) •I I,
<br />I` ,/ I `� ,' V /� LO t. 8 1-7 I
<br />'T-, 3.y.. - '� _ 1 _D 1 / ' '✓ AT END PANEL �/11
<br />�•
<br />I I 1- . !
<br />i - - - - . -lFl - - - -- L"---J�71-
<br />I. I STUDS 0 EVERY Ia- I C I 1OVERLAP -I_-;_. 1 . � I I _ -.•--
<br />O /2•AGJ I 1 I 1 I
<br />P f TO HOLD PANEL 1 I
<br />I i
<br />I
<br />I I
<br />16 1
<br />1 1 1 �!
<br />_ I I I/ 4 /� , N� 1 I .1
<br />_. I 1 1 I , - (HIS)
<br />1/+• SEE SEE INTERIOR PANEL � END PANEL
<br />"� SGIEDULE %, SCHEDULE /1
<br />® oe (7 }-� _ ,• _ 00
<br />M... - FOR W. L-3•
<br />OR DIRECT MOUNT ANCHOR A.EHOR
<br />SPACING SPACING
<br />'-3' AI
<br />DETAIL 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE i )
<br />SCALE. 3/16- - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING D.s-f,� AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT � FOR
<br />INSTALLATIONS INTO CONCRETE AL CONCRETE BLOCK STRUCTURES
<br />aQIIWS11L..--"_1 III WALL_MQUN1_CQWIIIQNS_TQEI4QITQM_ It. i&. • J 1:Z._'
<br />'� 1 ALTERNATE /'�,
<br />1 1 $ LOCATION i 8 _ ( }
<br />AT END PANEL •� I \-L
<br />nws o EVER' - - -?-T-} - -_
<br />OVERLAP �! ;-\ 1 ' I i I : I' i
<br />2 I z o c) I I
<br />/ I I i I I
<br />I. HOtp P L ANE
<br />3/3' w (CASE
<br />n) i_ 1 ' j T?� I 1 --r- -_j -__a- -1--}_ J-�_(t_r-t
<br />{ I °'ll I
<br />i I
<br />1
<br />i I
<br />1' I I I S I I I I 1 I I i
<br />I I
<br />:
<br />{ 1 1 I I
<br />I tt 1 1 \.
<br />' , --_ - --- - _
<br />/4• SEE SEE '---INTERIOR PANEL `--CND PANEL
<br />® OR �� - SCHEDULE • SCHEDULE -
<br />-3-- p FOR -- /2 FOR - 3'
<br />1uAIIMW ASO
<br />DES"
<br />pRSSIAt{
<br />RATING AI:.
<br />MPCO.
<br />OF TAP-W
<br />rM
<br />PNEI,WR I[SNIE 0
<br />NAELMME PLUS
<br />APRUGSLL TO
<br />SCTIONS a k
<br />CDMBNAION
<br />jOF THEM
<br />MAXMUM PAID
<br />IL"Gi. ON ;
<br />TO
<br />E
<br />TO
<br />NAL� L
<br />TO
<br />COHCNE'FE
<br />CONC,0
<br />LOC`�
<br />X
<br />TO I to
<br />CONCAEIEICONI
<br />ro 10
<br />Co"CRErr I co"C'"'T[
<br />TO _O
<br />CONcRETE;E9'c"'T
<br />R
<br />S5.a. -72.0
<br />6'
<br />g-
<br />N/A
<br />7- -
<br />N/A
<br />9'
<br />N/A
<br />9'
<br />6' N/A
<br />9'
<br />6' N/A
<br />6 N/A
<br />I & 2 (TER)
<br />5-0' CAR LESS
<br />9' 9'
<br />9" i 9-
<br />1 (BOTTOM)
<br />6-
<br />N/A
<br />N/A
<br />I N/A
<br />6• I N/A
<br />I
<br />6• N/.
<br />6 ! N/A
<br />i & 2 (TOP)
<br />+55.0 -72.0
<br />9•
<br />5'
<br />9•
<br />6•
<br />9' 1 7 ,/2'
<br />9' I 9.
<br />9' I 9•
<br />, (BOTTOM)
<br />5'-C- TO 7•-6'
<br />+SSU -72.0
<br />fi
<br />-
<br />N/A
<br />N/A
<br />i N/A
<br />6' 1 N/A
<br />6-
<br />N/A
<br />6• N/A
<br />1 & 2 (TOP)
<br />,7'-6' TO 8--8'
<br />9'
<br />4-
<br />9- 6•
<br />Or 6-
<br />6•
<br />6•
<br />d' 6'
<br />I (BOTTOM)
<br />SCRILVV.L 1 2 . jDJV2__f=B_Y_QVt11_S�IWII� AI_WnQIWUY_ _ L,D.._-3_!.:
<br />MNPAUN Aso.
<br />'
<br />PRLSSUR[
<br />.ArIWC-.r'
<br />SE (51w a SA• H., Fey TOP O HOE) CASE s (Nw e Y MN TPOM TOP d A,LLL)
<br />TAPCON _ _ IN
<br />APPUI'J,BLE 10
<br />SECTIONS r &
<br />Y' COWB.NAT:O
<br />OF THEM
<br />MAXIMUM PANEL
<br />LENGTH •L' (I,.)
<br />i0 0 lO O
<br />E c
<br />+49.2 -51.5
<br />3•
<br />}'
<br />4 1/1'
<br />a ,/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />.52 B -66-0
<br />3'
<br />3'
<br />4'
<br />i
<br />2 (80TTOM)
<br />7'-6' OR LESS
<br />+55.0 -72.0
<br />2_,/2'
<br />-___� 1/2'
<br />___ A• _.__.
<br />3 1/2'
<br />2 (BOTTOM)
<br />7'-6' OR 1E55
<br />-55.0 -72.0
<br />--2 1/2'--�2
<br />1/2'
<br />N/A
<br />N/A
<br />2 (BOT10M)
<br />Tr-6' TO B' 0'
<br />+55.0 -72D
<br />N/A --
<br />N/A -
<br />-.
<br />2 (BOTTOM)
<br />7'-6- TO B'-B•
<br />11w ANCHOR MP. ANCHOR
<br />SPACING SPACING
<br />DETAiL 2 FLOOR
<br />^ 1'-3• MIn -
<br />:
<br />MAXIMUM A.S.D. DESIGN
<br />MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SCALE: 3/t6' - 1•
<br />PRESSURE RATING (Da dj AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />LAPPl6•F" F ONLL To -=DUNS T. _" .�D,ICAT'.a_F�.1KL._ W_LTT_A1QBM_PANE.
<br />SnTiDI ON S11111 111-
<br />A..WWAH _C C[Sap I
<br />Aw aEt IFI"'.
<br />n,[SS.I..ANC
<br />L..,.)
<br />9bN,A.+1CN 1Ma
<br />7' (n i M awes cotlDn'aN
<br />RAQ lECaas)
<br />4E SHEET 15 FOR ANCNpg5 TYPE • SPACING FOR INSTALLATIONS INTO W3op FRAME W DOIO
<br />WWIA ANCHOR SPA.NhS AND MNMW EDGE DISTANCE ARE NdGTED ON THIS SCHEDULE. FOR
<br />ED LESS TITAN NOGTED ON SCHEDULE REDUCE ANCHOR SPACYG Br _DPLTTNG SPAC,NC,
<br />SHC11A ON SC40ME BY THE FOLLOWING FACTORS FOR THIS OPERATION TO K POSWLE
<br />REWC[D SPAOAIG OBTAINED U5WG FACTOR SHONE NOT E LESS MAN WIRMUM SPACING
<br />NDWArt0 FOR EACH A"C.W ITI.E A ANCORS LEGEND.
<br />I/•'.
<br />,/4•.
<br />,/.•.
<br />t/4•.
<br />,/•:
<br />Alo TM
<br />_
<br />"IKON
<br />G rAP-0.P
<br />,A It
<br />PAAaWIs
<br />OA A_
<br />VR •Ioell lPw (4.)
<br />>
<br />>
<br />J
<br />3
<br />111
<br />.-__
<br />__
<br />--
<br />P.. ANrI O.Ia,r eRN (N)
<br />_..-.__
<br />3
<br />>
<br />) In
<br />__. _.- .
<br />] 1n
<br />__ _]I_ _.
<br />Amin. EA Om EaBBOO
<br />/ACRI1
<br />r
<br />IAA
<br />1On
<br />-
<br />,TIC..
<br />"..
<br />] ,jr
<br />-
<br />-
<br />I.
<br />,�ywQ�, ��CENS , %�
<br />: No.44167 t.
<br />*: 4
<br />FLORIDA
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (QAa.f j AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS d`) do & INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANELS n& QINSTALLATIONS AS PER SECTIONS 1 THRU 10. ON SHEETS 4, 5 k 6)
<br />MAXIMUM AP$CHM SPACING FOR ED. . 3 1/2' -
<br />APR DESIGN
<br />TAN:ON--
<br />'
<br />- LT TAP -GRIN
<br />TORE
<br />-T
<br />- --T---
<br />PAN4MATE RMAE ID
<br />=`
<br />OANE1JMlE RUS
<br />-
<br />---SO.IO �
<br />AF'PlN.1BlE TD
<br />9ECTONS / k
<br />AW
<br />M AA_ PANEL
<br />LENGTH 1' (n.)
<br />' i
<br />--
<br />RATING
<br />TD
<br />10 CONCRETE' CONCRETE
<br />10 CONCRETE I COKR[R
<br />TO
<br />TO CONCRETE CONCRETE
<br />T-
<br />�TO CONCRETE ['OMC4ER
<br />to COICRETC � CONCRETE
<br />10 CONCR CONCRETE
<br />r I.E.
<br />(pHs,.)
<br />i of .
<br />1 aOC.
<br />j am,
<br />BLOC.
<br />III
<br />ETI
<br />E ; N/A
<br />N/A I N/A
<br />6' I N/A
<br />6' N/A
<br />6' N/A
<br />N/A N/A
<br />'. (TOP)
<br />-- ________,____�__
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<br />----
<br />- --
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<br />6' 6
<br />- --
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<br />6 4'
<br />N/A N/A
<br />6- 6-
<br />N,/A N/A
<br />I (BOTTOM)
<br />_ _I _.___
<br />_ ._.. ____ -
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<br />.55.5, -72.0
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<br />6 N/A
<br />L
<br />N/A N/A
<br />. H _
<br />N/A i N/A
<br />N/A I N/A�
<br />_ _ _
<br />-$
<br />6. N/A
<br />�
<br />_ _
<br />6' N/A
<br />_- __
<br />i 6' N/A
<br />._T___
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<br />-L
<br />2 (TOP)
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<br />6' I N/A
<br />-_+___
<br />fi' N/A
<br />__ _t.__ _
<br />4'
<br />6' N/A
<br />6 N/A
<br />_t _ __
<br />5- 1 N/A
<br />- N
<br />6 N/A
<br />. _.- __
<br />.�
<br />! 5' 1 N/A
<br />-_
<br />6 N/A
<br />_.___ __ .-
<br />( N/A i N/A
<br />-___ -----
<br />N/A : N/A
<br />_. _-{- __
<br />I
<br />2 (BOTTOM)
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<br />3 6 4 (TOP)
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<br />6'
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<br />6•
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<br />- t
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<br />I
<br />N/A N/A
<br />3 (BOTTOM)
<br />N/A�}
<br />__�__--.__l.
<br />N/A N/A
<br />--- �__A/A--
<br />6' I N/A
<br />--.-,. T
<br />6- N/A.
<br />_..___.__--.
<br />0' N/A
<br />--- -----+-...----�'
<br />N/A N/A
<br />___ ------. ----
<br />7 (TOP)
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<br />6' I a'
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<br />I N/A
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<br />_ -5-I/i:._}-N/A
<br />I N/A i N/A
<br />4 & 7 (BOTTOM)
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<br />5 (TOP/BOTTOM)
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<br />'12, I 6 Ifs"
<br />6 1/4- 6 :/A-
<br />6 1/a-_
<br />I
<br />150.0, -53.3
<br />N/A
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<br />!2 -/2- I 6 1/4"
<br />6 1/4" 1 6 1/a•
<br />5 I/4• I 6 1/4-
<br />N/• N/A
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<br />55.D. -72.0
<br />N/A
<br />N/A
<br />6 1/1' N/A
<br />6 i/1' N/A
<br />6 1/4' I 6 ,/4-
<br />6 1/4• I IS I/A-
<br />N/A N/A
<br />6 (TOP/BOTTOM)
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<br />N / A
<br />_
<br />N A N A
<br />/ /
<br />N /A
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<br />/
<br />N A A
<br />N
<br />/ /
<br />t a' 1 4'
<br />6 16
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<br />T <' a'
<br />6 7
<br />/ /
<br />i
<br />(TOP)
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<br />_
<br />6 I/a' 6 ,/4•
<br />--
<br />139, -48.0
<br />6
<br />I 4
<br />N/A ` N/A
<br />N/A
<br />N/A
<br />N/A I N/A
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<br />6' ': 6-
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<br />B (BOTTOM)
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<br />4-
<br />N/A N/A
<br />N/A
<br />N/A
<br />N/A j N/A
<br />6" 6'
<br />I._._-__
<br />6 1/4- 6 1/4'
<br />9 (BOTTOM)
<br />/ I_.__._-..
<br />N/A N/A
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<br />6 1/4- 6 1/4'
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<br />6 1/4' 6 /4'
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<br />N/A
<br />I N/A
<br />/
<br />_-- / __
<br />N/A NIA
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<br />*_ /-
<br />N/A
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