|
, .1
<br />ON 4 ,.3l3
<br />INSIALLATION FOR 3fORM 19FR6 - MLA PNAa
<br />a` P"P. -�. RM"C
<br />j��' WNSEiE A nt ��#tlY4t: ON
<br />t
<br />-atitilli 11H il tiliti. r I L
<br />1 om_% OIL"
<br />m� Imp a 60"04
<br />YNtLMW
<br />$a
<br />i31, !!'+'htlNl NKTB
<br />ri .smAA a auc
<br />C
<br />- 4/16Y OwlsA 1y
<br />�swmerz ON 4P7t1T
<br />091113VIM1.11 F!1 +L..
<br />+A.
<br />1
<br />uuwoN scNfouLE
<br />M. MULLION
<br />SPAN (F1.) '
<br />REQUIEM W,
<br />1116E MULUM ".
<br />4 4'-a"
<br />2' = 3' % 1/8" -
<br />i 6°-6' TO 0`-y0'
<br />x 4'Y1"
<br />j
<br />4
<br />+ ON 51Q15 ■ ! NI
<br />" PAM6. YA`-C ib. NNFL
<br />owl
<br />No" 8 !A , F) ♦4� ,,,icy R 1. 3. k 4
<br />IM
<br />SpA�S. AL1p a� N
<br />. W TO +80.aF: ma`s.'? [i t.PRE55LRE RATeW
<br />.e
<br />; 'S� ORIENTED
<br />L�vA
<br />SCALE 3/8-1-
<br />NOTE. MULLION CAN ALSO B RETAILED w/O STORM PANELS ON TOP
<br />OR ITaTTOM 50 THAT rt B LaCATEM AT TOP OR O7rT04 OF OPENING
<br />(GIRT PANEL WOOD w/ WK TOP a BOTTOM)
<br />!RATE IAT1nfa - AI,�TERNAT11f>; fw
<br />SCALEO 1/4 - 1'
<br />WALL WOUNTWO
<br />ATALLA AIM 2W
<br />SCALE 1/4' s 1'
<br />i. iNSTALLATiONS ARE ONLY VALID FOR BVILDING5 WTH A.S.D: DESIGN LOADS
<br />UP TO +55.5, -72.0 P,S:f: AND PANEL'S LENGTH UP TO W-8',
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUtHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP B BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />NSTALLATION.
<br />r1v^A+t
<br />mi 11HI _-I P-hil -
<br />-�; -_1 -
<br />Z rev. Me IW i i ZE-M
<br />SPLIT STORjANEL 0"ATYSN
<br />CMMG Hit FLOOR MOUW(*M WALL k iLLiW MQUIM110
<br />►NSTAL+ATM - AULW.� AW ]d'�LLATMM '- &WRAME sw
<br />(SECTION AT TOP IS LTIARED TO +55.5-67.0 MAX. SCA U& 1/4A . 1'
<br />A.S.O, DESIGN PRESSURE RATING)
<br />BGMB: 1/4' + r
<br />I
<br />zv MAOP.Nw
<br />6 �.. N6NMb
<br />RM r+wa ruPNAa
<br />�fLa aar.=
<br />wb�w3MR MtOI
<br />}�. usll�NnNC
<br />INSTALLATION +- SLOW LAW
<br />SCAM,E: 1/4' . 1'
<br />CONCRETE ANOMMS CE MVICIE ANCHOR iCi CGlCFYf[ ANLNCER SIZE SCHEDULE 04 HHM 14g
<br />(w sum" M (GEE IOC UIE ON FOR ,4D00 StOG'In SEE SWOON ON SOW IS
<br />S� 14) SHEET /15
<br />14) t, ?,d tW.
<br />1A 2/4y 7A/4. 3/4
<br />0( 4/4 1. 2 # 1W/15
<br />_' ( PaWEd CONCRETE 1
<br />1' MM.
<br />� tl` 'M". _._ ''. -j Mac
<br />PO UM CONCRETE
<br />d
<br />W I Da L {
<br />1 4 { 1 spy ? t NAO MU(M/+CAN (Sa tTHOW PNat) tMA7ENOR (Be PANEL)
<br />T
<br />a ASS /g J ffY
<br />�
<br />eta OM• SAVE, 1 i1fY' OZ. 'yyAV i f
<br />11 1//aa IWt 7f4• NlMSOPNgNEOs 5/a" 1Mi. SOA6Ef6 i 4'ritw 1j1
<br />( bET. MM > 1 �R -
<br />{ g
<br />� i y W- �NLorwttM
<br />9
<br />f {WE. DEUA3 1/14
<br />f4 4
<br />Jf I T� 2/ ) - LoatMW
<br />I
<br />0 G Q cR - {
<br />(SEE Orms 1/14POU
<br />I
<br />1 k I a x/+4)
<br />REGALED jLIM^ 2/4 21/4. 3/4 DO 4/4 t. 2 dr W/15 do iW/15
<br />ALTERNATE LOCAROR
<br />t - I --..i ON LIFE SAFETY Pma I-
<br />{ { wua wJr+n ate s4Ferr -Awp WrAr ON aF L (sF€ awrR r
<br />L", IIAUTAR WINS wf bN-.-.__...- SAFETY Prul¢ __fj ...•, .,
<br />r ". �..._. ._..... >. .„_..»..____.._... ,. W/0 RODUnMe TRACA(S (SEE NOTE 1
<br />,i .r I BiiOW) ! LAM PANEL T0.. 6E'IISTN3EO ,AS
<br />�'Iy+°' . ,//'
<br />CBNa"REfE ANGNfls f ^ EDULE IN_ UFE SAFER' STpB.+ FMN[FL OPENING SFIMI
<br />tWE
<br />Ni
<br />W�A,
<br />SWEET ,) POUND) GaIOREtE Jj(A,, TAN, ! ) ilttA 30N k1TEN0ED
<br />NIx. T °.A3EDIAd OHS I.-.T•-t ` OF ST OR %110JED FROM INSIDE
<br />%MIT 14) -�-'�- ELEVATION
<br />WALL will,I>9IING IN�(�arloN ,�fAL? kwn FLoaR�l�tl�3 Iti1SiA t i�aN SALE 3/u:_t.
<br />! l
<br />SECTION I SCALE; 3/8" m I" - SECTION 2 SCALE; 3/6" : P^ @02q .: • 1/4
<br />mg'f& LIFE S.: :. rrnOM. P8N(L. CaCYE'u INaT liTR'fN - . ` :.
<br />I_ LIFE SAF'EtY STORM PANEL. CAN BE LOCATED AS AN END PANE_ (FIRST OR LAST PANEL) t Y ...•
<br />OR AS AM WTEF" PANEL t WY PAPAL =01111014 IM BETWEEN END PANELS). AT a ry PALLETS. $ fAL PAS
<br />AT
<br />LIFE SAFETY PANELS MAY OR MAY HOT BE INSTALLED AWACEAT TO REGULAR PANEL.
<br />(W/ OR W/o REGLAAR. TRAM.) LYE NaE 1)
<br />/�
<br />2. (#E SAFETYSTWi�1 PANEL CORING';$ (� D-OW GALVANIZED STEEL STORM PANEL AS SECTION 8••-6
<br />PER OOYPONENE(1), SHEET 2 OF ORAWINS. SCALE 3/3X, I'
<br />m PFNEa. NM.LtOCWw�� ITSELF TO BE REMOVED OR INSTALLED T'RGM THE INSIDE OF
<br />STRUCTURE.
<br />��xxufulNlMr
<br />3. LIFE SAFETY PATS• REQUIRES 70P TRAOL( 70: BE GGMPI'kiENT tRyjh BOTTOM '[RAOR 'Ei! TI},(/r.
<br />BE GOATA @A AS PER SHEET 2 OF TNIS QRAMRWjo ✓,�y
<br />CONPONF7A�Y BE IAISTALLED w�LI OR FLOOR AdWINTED FULiOiWNG SM'10NS 1 Ak ���r.'-yy�'EN.S'�C+`:S 7�
<br />2 ON 'THIS AS WELL. AS. DETAILS I a 2 ON SNEE7 14.
<br />FLORIDA BUILDING CODE: (NI h Y
<br />MMTT'TCOM Iona
<br />TadaD1
<br />4_ wn. LOON MR COMPONENT S 16'. i : -
<br />1 r2fAO WLTEM RID.
<br />IC COMPONENT QDAWCHORAGE AT BOTTOM 5 GIVEN ON - * -
<br />t SPACIN2.G20 ,%AGE fALVANRED STEEL STORK PANEL F'P,'an
<br />= '' a -
<br />COMPONENT MAY BE PERMANENT 09 REAWAOLE_ r ..'
<br />*
<br />S, SEE DETAA.S MR tNSfALtATON INTO w600 FRAME B1AU)IiGS ON SHEET 15. �'•., Ojy DUCTS+ U.C. ,
<br />P 1L PROTTION1 s
<br />�'4'�{ • •, •° "�
<br />i
<br />NT SEE Ski 4 I" DETAIL APPLICABLE TO THE NECESSITY FOR THE INBTALLA'WN Of 2Q-176
<br />TRACKS hMr � � nm y' PIroNIE tx54)N1�T51�a. � (es4%a2»STOP
<br />SPACERS AT INSTALLED ADJACENT AND BEYOND TO STLUD/IPODU &DOS_ .,„+',A,•"
<br />H/ I,fIMMO:- NAM 7.,-rod . Fa . (alO anN-uq ,a.
<br />Ck'-CSO0714 !+. w aw mom fac:
<br />-.
<br />P.E SbO.iS*wnwE/4r17O MRL101 A ui P.E. r 4N" + '. luNII 1b b x4
<br />MAXIMUM
<br />A.&D,_ W.JM RRESSSURE R&M AN�jtRESPONDING
<br />IWIMUM PANEL LE3 9M L" SCHEDULE
<br />Awn nANv nNM Haan d"71 A.!] ruerulAYwl+i tE xO aer•nna,e , LIMIT 1n IMe +3,r"ra: A • 4. !t
<br />GLMtNaUN RSA.
<br />�NO1J
<br />iM4.. '.',
<br />l'3£E�i
<br />� N
<br />�
<br />�iNEM
<br />-W-% -a2A
<br />r-S' OR Hiss
<br />Y IA!
<br />Loom7EO
<br />+ TNRU a t 7
<br />.SSA -7u
<br />Xr-6" TO W-8' M_
<br />2'3/4"
<br />UNfimm
<br />1 -am 3 a 7
<br />486A. -72A
<br />M'-•a' W „'-2" fame
<br />2 1/Y
<br />' •%�
<br />R
<br />+434 -I#.O
<br />12'-4' OR I=
<br />3 ,/2"
<br />+ � �
<br />1L a a 10
<br />- WLTW W IpCM-2Wer S& " a WOW Ar OYQEM a 001NOn1 OF PAUL
<br />NAUD OILYFOR PANELSit7a 6A 1AWA UT&IS AS PER SWIIONS I TIM 7. ON SHEETS 4 a 51
<br />MA%" AS.O
<br />OEM
<br />PAESSURE
<br />UP q
<br />_ MAAMNUY
<br />ANOMS SPACNO FIR E.O.. 3 1/Y +•
<br />APPLICABLETO
<br />SEC W014
<br />ANior no,
<br />MA%MlY P+MIEI
<br />LFNOM 1' ILL)
<br />WCON
<br />CF W-ow
<br />CALK -IN
<br />PMa13NTE F6iYP G
<br />>NIfbLMii
<br />ILUB
<br />TO COMMIE
<br />ID
<br />O�
<br />10 tomea E
<br />To
<br />O
<br />ISOM
<br />To OCM7m
<br />w
<br />aI
<br />TO CONCRETE
<br />ToMTMAO
<br />'W O"alfE
<br />KOM
<br />a'
<br />N/A
<br />WA
<br />W4
<br />W
<br />N/A
<br />r
<br />Nm
<br />a
<br />A%
<br />t (
<br />S'
<br />H"
<br />WA
<br />WA
<br />9`
<br />0'
<br />N'
<br />H"..
<br />1 (1#Q}T0M)..
<br />a"
<br />A/A
<br />*A
<br />N/A
<br />Ir
<br />WA....
<br />S`
<br />WA
<br />5'
<br />N/A
<br />2II9P)...
<br />E
<br />WA
<br />N/A
<br />WA
<br />1r
<br />N/A
<br />WA
<br />ar
<br />WA
<br />? (ilWONO
<br />+35A -no
<br />r
<br />WA
<br />WA
<br />WA
<br />M
<br />NIA
<br />r
<br />N/A
<br />6'
<br />WA
<br />3 # 4 (OF)
<br />r-V OR LESS
<br />6'
<br />S"
<br />WA
<br />NIA
<br />6'
<br />k"
<br />0"
<br />+r
<br />A"
<br />0"
<br />���.��yqTtW}�
<br />3 t�
<br />6'
<br />Y/A
<br />N/A
<br />WAI
<br />e•
<br />N/A
<br />4v
<br />NA
<br />B'
<br />N/A
<br />T )
<br />P'
<br />!r
<br />N/A
<br />WA
<br />a
<br />S'
<br />a'
<br />8"
<br />i
<br />6'
<br />4 a 7 POV010
<br />WA
<br />WA
<br />12 xrs`
<br />0 1/4'
<br />12 I/2•
<br />a 1/4'
<br />a 1/4"
<br />M tf4'
<br />6'/+
<br />a 1/4'
<br />S (�/84TT96I)
<br />SEC SHIED 10 t I FUR Aft MW YM t ON= iTM MA LARONS W1O WOW FRAWE WKW a
<br />MMMW A/:31OR 3P.LCxxi3 Aim LMFWARI EOfY OCTANCf ARE 40IG3EM ON 1155 SfSaSDIRC F'MI EA, lES5
<br />TlWA WCICwTFA ON 931FCAL RFDUOF AMCMM SMING By MtomyAW SPACING SHOWN aN SCi w" ax
<br />TE FTMLOMmAO FACIOnk FOR HAS OPEMTON It BE POSSIOLL EYFCMD OW1NNED usaD taR
<br />9MLL W IS tM 7rMA1 0"UM BAmula MRNMTro MR EACH mom TTPE M ANCHORS 1L'000.
<br />Now YOE
<br />1 l!m
<br />wURN
<br />1IVIt
<br />1/4Y T/4.
<br />_ x/44
<br />1 4'+
<br />UR N
<br />Or UP•YYP
<br />OM)[-N
<br />sm-
<br />yry momm /PATIO QN
<br />A+1gA1MTaK+ {tiN444M 11mT
<br />3
<br />3
<br />A... 3
<br />3
<br />11f7
<br />R1aNw awMM AA4 WT
<br />5...
<br />3
<br />4-tit .x ,/1
<br />4
<br />9 /z
<br />*XW m pIpEE 080eaq
<br />RIOIOIA
<br />11/A'
<br />.23
<br />i• -
<br />,ffi 1ffi
<br />tffi
<br />.COS
<br />31
<br />,d1N
<br />,.aP
<br />ISO
<br />I
<br />FEE SCHIVJLE
<br />1
<br />i
<br />1
<br />f
<br />W aAa3:
<br />i
<br />1
<br />i1 tt,
<br />_i
<br />t
<br />1/4• cD. + S/ar Low BRASS mist"
<br />S `•
<br />W/ 1/4'M-20W S.S- NS 0 0 1J4- bM
<br />EAR PFNrgi LrTWM UP M 5'-P" ANO a
<br />�
<br />I�
<br />fM LBNDnW EM W a'-r Mex
<br />M �14w#0 PwtN O.pR
<br />PLL5 0 ,2 t/#NMRE
<br />PAfWLWftE /2" 0. C. MIn1 R
<br />� �a YPth1EOF5w
<br />t ,.
<br />I
<br />ALL Low Ns W 10 p;r Mm.
<br />jQ
<br />AE1'��]
<br />AY'j�
<br />�.ACLQ WAZ E
<br />lt4IE9?
<br />1, INSTALLATIONS ARE ONLY VALID FOR SRLDWOS WftH A.S.D.. DESIGN LOADS
<br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP To W-er,
<br />2. FOR NEW WOOD FRAME CONSTRUCWN: WOOD MEMBERS TO BE SOUTHERN
<br />PINE ND. 2, W/ SPECIFIC DENSITY OF D-% OR EQUAL
<br />LIFT,, fLWM or SEf YkTFLS
<br />TOP # DD7TOM MOUNTINGS CAN BE
<br />COMBINED W ANY WAY To SUIT ANY
<br />04STALLRTION,
<br />rs3
<br />5�.. I ...A ki. L- ly Lek :.• _ 0 A
<br />i
<br />.,+L_. x � =.=0
<br />,.. k N3 ,.:. ., 4 41. ... 4A1 • ti". SKr' �: A ... . .
<br />a�
<br />11��eA�Ilia
<br />.
<br />.
<br />f
<br />l�
<br />ilw
<br />Wr
<br />20 t 6Al VAMlZE11 STEEL STONE PAWL EN
<br />ORAMN M:
<br />ZEAL M4TECM PRODUCTS, 11C.
<br />40°.KESIJaiLIW
<br />PIIdC [ 4IOIo-TS+s. PAX: (+50101a7» 20-176
<br />ALTERNATE
<br />AT ENP,W�EL
<br />STSMS O EVER
<br />OVERLA
<br />f12 1/2' 0. C
<br />Y(T HOLD PANE
<br />Mm. 0
<br />3" M: GSE a)
<br />I/4` j t1 SCNEOIXE 1+ JIi j-'1NTEtaOR PANEL L--END PANELMFAT.OR Q 4--3" Ah#2MICOR irk FOR 3.�
<br />12
<br />DETAIL ? % EMIR MOUNI[HQ INSTAUI TION MUQBLE_iQ ACHEDULE
<br />SCAB 3/ta" . 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE YR�, IND (jhadj AND CQMEQNDING
<br />MAXIMUM PANEL LENGTH W SCHEDULE
<br />m c .
<br />IAppt.,pEA (ITa -_ tFnTv,N¢t a 2 �LYre.s 1EL?me.iffF:.3dET= _aTLmM PA
<br />mm
<br />mwhqim x5m,
<br />INCON
<br />OF W'-SRP
<br />GLA-01
<br />7JNMWR FEMALE. 0
<br />moon",
<br />Wa
<br />am"O
<br />PItE8f-t
<br />Ram
<br />N E
<br />LY
<br />O EfE'
<br />W
<br />CdNCmE'TE
<br />CMIOCEM7E
<br />GONfAEFE
<br />CCICAETE.CONWICIE
<br />,
<br />-
<br />-wr -
<br />NAXYUM PAME3,
<br />!lTaalHf 1' (1ti)
<br />SS,B. -720
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6"
<br />WA
<br />8`
<br />1 N/A
<br />1 & 2 (W)
<br />5-0" OR LL35
<br />B'
<br />7'
<br />8`
<br />B'
<br />4"
<br />B'
<br />9'
<br />9-
<br />9'
<br />a'
<br />I (BOTTOM)
<br />S•
<br />N/A
<br />N/A-
<br />-, N/A
<br />8'
<br />N/A
<br />H'
<br />N/A
<br />E•
<br />N/A
<br />1 * 2 (TOP)
<br />+59.0 -72.0
<br />R'
<br />b'
<br />7 Ile
<br />9'
<br />B"
<br />T BOTTOM
<br />-0' TO r-8"
<br />+5!Lu -72.t .
<br />IV
<br />N/A
<br />N/A
<br />NIA
<br />'..
<br />, 6"
<br />N/A
<br />8'
<br />_
<br />N/A:.
<br />8'
<br />H/A
<br />I AF 22 )
<br />7°-6` TD $.,5..
<br />g+
<br />._
<br />B+.
<br />6.
<br />, B'
<br />8` ..
<br />8.
<br />8.
<br />6.
<br />B.
<br />1 too
<br />ASdpa
<br />PR4S+AtM
<br />PAfela r
<br />I (SRO a a/r W. raw TOP a, /NNE'/
<br />M A MW { 3"4M1.. AIM WP W AMCUO
<br />APPLICABLE
<br />/E �
<br />co
<br />i3F THEN
<br />MAAIMU FANE�
<br />Lt2NGIH Y` (it)
<br />T
<br />{
<br />.2 -614
<br />.. 3' i 3"..
<br />4 T 2' '._. 4 I. 2`
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />+slim-Li6O..
<br />3` 7 3"
<br />a" 4'
<br />2 (601TOM)
<br />7-•6' OR LESS..
<br />+SSA ^72.0.
<br />2 1,/2" 2 1/2"
<br />4` 3 1/2"
<br />2 (WTrQW
<br />1--r OR LESS
<br />+550 -7SD
<br />2 1/2' 2 1/2"
<br />N/A I WA
<br />2 (007TOM)
<br />r-6' TO 6'-0'
<br />+550 -72,0.
<br />N/A N/A
<br />S' I 3'
<br />2 (Bt mm)
<br />7'-8' TO W-8"
<br />Y+1tlMA1 ASA, Dow
<br />N wi.T
<br />WA' y�. aL
<br />(NY SLt7oo
<br />A�
<br />N4ae _Etc
<br />W_r
<br />Ix 3/4"
<br />LAaSUTa
<br />SEE SHEET 15 FOR ARCNORS T1VE It SPACNa FOR INIMAUJT0N0 INTO WOOD MAX SU111W
<br />EWNIIA/ AN/CNOA 1WADINOTi AND iaNADRA amDSTAFttE ME MapNaEO NA ItFS SW,O.f1M
<br />FD. Irsa tHw [LLxCA1EO oN wlEraat REDUCE mom SPA m atFAATESN110 WACRIO
<br />S/IONM1 atSGRLIILE aT THE FOILON/IC FACfORs, fm T+OS OPERQWFI W BE POSRKE.
<br />REDUCED WACW MN✓flEfi two 1MCWN SH&L. NOT BE LESS THAN MWMLW WASWO
<br />INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LOOM
<br />- -
<br />NMaa1DR TW'
<br />9 P
<br />/ 4
<br />1 '
<br />-/4"
<br />1 1J4S
<br />1/4'"
<br />1/41
<br />MRfIN
<br />W t_Lt-aN
<br />CYa»y
<br />iR. ANONON WAW
<br />3
<br />3
<br />3
<br />3
<br />2 in4_.hami
<br />(hi
<br />a
<br />i
<br />3
<br />3
<br />S
<br />Ra API auk firm
<br />3
<br />3
<br />3 1/2
<br />I V2
<br />4
<br />a17#IB. CO. :9
<br />IMIa1gE
<br />} tA2'
<br />TAD
<br />-
<br />1bN
<br />Nu o ONLY FOR Pmas (t)& 11 iiA miALLAITON4 AS PER swro S 1 TNRU 1Q; ON 51EETS 4. S ! 6)
<br />MOXMIUM ANCWR4 WALM1a FOR EO. • 3 T/2' •+
<br />AS. OEM
<br />I VWWK
<br />trF TAP -OF
<br />CN9t-N!
<br />0ANOLM ATE FEMALE is
<br />PANPd.WTE PLUS
<br />som SET
<br />APPUMW TO
<br />SECTIONS; If f'
<br />M1N4" PANEL.
<br />PRESSURE
<br />MRYO
<br />(W)
<br />W OONORETE
<br />10
<br />CONCRETE
<br />BLOCK
<br />10 CCNCom
<br />TO
<br />WNr 4E
<br />TO CONCRETE
<br />TO
<br />111 ATE
<br />TO CONCRETE
<br />Ta
<br />t
<br />ToEONORETE
<br />TD
<br />1
<br />10 CpNlX1ETE
<br />W
<br />C
<br />ANY COMBINATION
<br />OF THEY
<br />Loom In')
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />T (TOP)
<br />6'
<br />4'
<br />N/A
<br />NIA
<br />6'
<br />8'
<br />6'
<br />$`
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A.
<br />N/A
<br />6'
<br />N/A
<br />5"
<br />N/A
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />s (BOTTOM)
<br />55.6,-72.0...
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />8`..
<br />N/A
<br />-
<br />6"
<br />to/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>y' W 7U W-e
<br />OR LESS
<br />8..
<br />4'
<br />N/A
<br />N/A
<br />a"
<br />a"
<br />8"
<br />8'
<br />8'
<br />&" ..
<br />WA
<br />WA
<br />3 (B17RDM}
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />a"
<br />N/A
<br />6 N/A
<br />8.
<br />N/A
<br />NIA
<br />N/A
<br />?..crop)
<br />a'
<br />4'
<br />N/A
<br />WA
<br />8'
<br />S'
<br />1 6'
<br />8'
<br />6'
<br />61....
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />1 12 1/2'
<br />6 1/4'
<br />12 1/2'
<br />H 1/4"
<br />6 $/A-
<br />6 Ile
<br />a 1/4-
<br />S 1/4`
<br />N/A
<br />N/A
<br />5 (TQf%BOTTOIA)
<br />- 500, -53.3
<br />fi/A
<br />N/A
<br />12 1/2'
<br />5 1/4"
<br />12 1/2'
<br />6 1/4"
<br />8 1/4"
<br />6 1/4'
<br />6 1/4-
<br />6 Ile
<br />N/A
<br />N/A
<br />5 (1'OP/BOTTOM)
<br />A '-W TO 11,-2s.
<br />+65A -7LO
<br />N/A
<br />N/A
<br />5 3/4"
<br />N/A
<br />6 1/4"
<br />N/A
<br />6 1/4"
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TIP*/BOTTOM)
<br />'-8" TO 11'-2`
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />44 1/4" 1
<br />6 1/4'..
<br />5 1/4'
<br />0, 9, 10 (TOP)
<br />43.H, -48:0
<br />a
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />8 1/4'
<br />H 1/4`
<br />6 (BOTTOM)
<br />12'-41 OR LESS
<br />OR LESS
<br />H"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />8 1/4'
<br />8 1/4:*9
<br />{BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4' 1
<br />6 1/4`
<br />6 1/4" 1
<br />10 (BOTTOM)
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