|
<br />,,,"
<br />
<br />
<br />. '~____ ~"',';:.I it;.,
<br />. '
<br />
<br />" ,....-
<br />
<br />., ,-~" "",,~.-
<br />
<br />t, ~',"- '- "":f'""-# 'iJ ,'It "~. f
<br />
<br />t( ,': :;i.:' ~-, , ,~ .' .
<br />
<br />"
<br />
<br />--"..' ,', .~,.;.~,
<br />','
<br />
<br />~/"
<br />,
<br />
<br />, . -
<br />:,,,'
<br />",
<br />/ ,~:.
<br />
<br />. '
<br />
<br />~ '
<br />
<br />..
<br />
<br />
<br />f..
<br />
<br />, L.",
<br />
<br />
<br />"i' ',";; ...~;.-.{':z:, .,~ '; .~
<br />"},/".,.;,,ii~> ',,',
<br />
<br />",' .
<br />
<br />
<br />~__.". Ill.,.' '~'.d .~,:p.-_'__"'_"__-""'_""""'_
<br />
<br />, " . ~.,-
<br />._._.~~~~--tl/" ~.'V... ~~.- ," "'" <'<I; ,{.d' :....~JI4;~l.' ~~'4;'V ..,-.~~~"...~
<br />
<br />" '
<br />", " .~
<br />. . f
<br />
<br />
<br />
<br />"....f!":
<br />',' \. I~,i.
<br />,',.,. :'...,'\ ...t "
<br />
<br />/'1':
<br />,.. ". 1
<br />
<br />
<br />,::1 ',.-. ~.''' ". '~.' ." ;"!l'f';'"';' "".",'
<br />::~''';:~:: ,', r'; ;L,,:'
<br />
<br />:-' .."
<br />
<br />,.
<br />
<br />'t
<br />
<br />, '::1
<br />
<br />. , '
<br />
<br />"
<br />
<br />\
<br />
<br />,
<br />.
<br />
<br />/,:1 ~ .
<br />
<br />::0,
<br />
<br />, ,
<br />
<br />:.(<A5, ,.-.;
<br />
<br />;.V.~p., J .'
<br />
<br />.',,'" ,
<br />
<br />X';
<br />
<br />...~. '."
<br />...",~
<br />.'
<br />
<br />''-'\
<br />
<br />" ..-,~~~
<br />
<br />,f
<br />
<br />", J,
<br />
<br />~~ .'
<br />
<br />;{/
<br />. '.
<br />
<br />';)0'
<br />
<br />.,
<br />, ..
<br />
<br />,.,. ';
<br />
<br />f;.I.
<br />
<br />,
<br />
<br />';0' "
<br />
<br />
<br />~~ "
<br />
<br />f'
<br />
<br />'. r'
<br />
<br />\,
<br />
<br />, ,,'\
<br />
<br />r-
<br />~ /.
<br />
<br />; I
<br />
<br />, .'
<br />
<br />WORKSHEE r
<br />FOR CALCULATING UPLIFT REQUIREMEN rs
<br />CAS T ,..... eRE T E
<br />PE ~~ I MErE ~~ B E.A~A S YSTErv1
<br />
<br />.'
<br />
<br />. '
<br />
<br />,\
<br />
<br />,.
<br />
<br />.",-
<br />
<br />.........
<br />
<br />;.
<br />
<br />,;-
<br />
<br />I
<br />..
<br />
<br />1
<br />
<br />21',-4"
<br />
<br />"-'-.,./'
<br />
<br />,..",,/"--. , 6' -10"
<br />".' - (- -- .-'. --...,.,..
<br />.... 1
<br />
<br />24'-10"
<br />
<br />,'\
<br />.I
<br />
<br />i..
<br />
<br />1. Wind Zone 100 MPH
<br />2. Height above ground~ 15 feat
<br />.3. Wind 'load pressure 21 P.S.F.
<br />i .4. Shope factor 1.0_
<br />1'5. One half of roof span 13.67 feet
<br />6. Overhang 1.0 feet
<br />-, -;. Deadweight of roof and celll"g~2 __P .S.F.
<br />
<br />.-..--
<br />
<br />;' .
<br />
<br />*925 #/FT.
<br />
<br />E2IEJ
<br />,... .,
<br />
<br />\925 RIFT.:
<br />
<br />i,
<br />
<br />---------...----
<br />
<br />- ~,---- -------
<br />. '
<br />
<br />,- .
<br />,
<br />
<br />"\
<br />
<br />\(
<br />
<br />---~~....~
<br />
<br />m-
<br />II
<br />',1
<br />\1
<br />LL .::::: :::: ,:=:
<br />WOOD FRAMED
<br />
<br />
<br />.L '.
<br />
<br />{ ,
<br />
<br />.
<br />
<br />
<br />< ,
<br />j
<br />
<br />~
<br />..
<br />(.0
<br />
<br />, .
<br />,
<br />
<br />i
<br />
<br />.-e;-'"
<br />
<br />~,
<br />
<br />, '
<br />
<br />(.
<br />
<br />COVERED " LANAI
<br />
<br />'\'"
<br />
<br />....
<br />
<br />~~
<br />
<br />t~
<br />I
<br />,~
<br />.-
<br />
<br />~ , t';..
<br />
<br />',:
<br />
<br />...-~~-
<br />
<br />A. Item 5 x item 4 x item :3
<br />8. Item 6 x 1.50 x item :5
<br />C. Ih3n1 1 x total of 5 + 6
<br />
<br />393 .? 1ft
<br />32 f) 1ft
<br />33'1 p 1ft
<br />
<br />. .~i.
<br />
<br />.'
<br />
<br />.i
<br />
<br />.
<br />
<br />,-
<br />,/"'"
<br />
<br />'.
<br />
<br />,-../
<br />
<br />'",../
<br />
<br />~v
<br />~
<br />iJ)
<br />....
<br />
<br />TRVSS ANCHORAGE
<br />(SEE PLANS)
<br />
<br />
<br />RE:QUIRED UPLIFT LOAD (A + 0 - C)
<br />
<br />183 P.L.f'.
<br />
<br />y
<br />-'
<br />
<br />;"
<br />
<br />,C
<br />
<br />I-
<br />lu
<br />"'"
<br />::tj::
<br />o
<br />tJ)
<br />N
<br />*
<br />
<br />rll,L llNTEL w/1-I$ aAA
<br />
<br />'"
<br />
<br />
<br />.
<br />
<br />*878 # 1FT.
<br />
<br />*878
<br />
<br />.;
<br />
<br />'"'-'
<br />"
<br />
<br />-,'
<br />
<br />J
<br />r
<br />I
<br />ti: ! I
<br />'- ',,'.'" I
<br />' ",','. I
<br />~t"
<br />o ::.:,: ~ I
<br />
<br />~ :L(:, ~ I
<br />'; ',-:' ~
<br />~l
<br />u..
<br />
<br />I
<br />)
<br />
<br />~
<br />
<br />;jl, t',,<-,
<br />l~ t: \.:
<br />
<br />UPL!rr TABLE
<br />
<br />J ,",
<br />
<br />.
<br />
<br />
<br />--...,;
<br />
<br />~)
<br />
<br />-.:.,\ APPROVED MASONRY UNITS ,(TOP COURSE ONLY)
<br />, (UNTEL BLOCK) WI #5 BAR(S) AS
<br />REQUI~ED By'UPLlFT TABLf:. CONTINUOUS
<br />AROUND' PERIMETER WHERE TIE BEAM EXISTS,
<br />FILLED W / CONCRETE ~~--<
<br />
<br />r-----
<br />~-
<br />~.v~1Ml S
<br />r<:of" '
<br />t - 15
<br />GR.lCE 60
<br />.~
<br />1 - #5
<br />C~ACE ~o
<br />
<br />2 - 15
<br />G,~.'CE 60
<br />
<br />759
<br />
<br />ALLOWABLE UNIfORM UPUF{ lO\O
<br />
<br />:, :,: l~ 1_ l~~'
<br />
<br />3n 211 v_~i5"'-r 1~2__
<br />
<br />~~r;~~_
<br />
<br />'!H ~H
<br />
<br />POIJNOS i'E~ UN. H.
<br />
<br />~~
<br />
<br />14
<br />
<br />f~a
<br />
<br />, '
<br />
<br />'.
<br />
<br />"-'.}.,
<br />
<br />1~6
<br />
<br />157 ,11'
<br />.~~ ~ ,/.
<br />---- l~(,""'-
<br />1 U ~'J,
<br />
<br />549
<br />
<br />",
<br />
<br />OPTIONAL COURSES OF BLOCK AS REQ'D
<br />
<br />1509
<br />M..
<br />
<br />a5~
<br />lor
<br />$}5
<br />4aa"
<br />
<br />615
<br />~96.
<br />.5)
<br />-417'"
<br />
<br />~6
<br />
<br />15)
<br />
<br />0,'
<br />
<br />l&f
<br />
<br />"
<br />
<br />.. ,
<br />';'1.,.';:' .
<br />'f""L
<br />f,tt<;;. " .
<br />:~~~':'" '
<br />.-f..\. ~
<br />
<br />''"''',.- "-" - "b
<br />
<br />I
<br />:N
<br />, ....
<br />
<br />~~
<br />
<br />/-
<br />
<br />2 - 15, ~5)
<br />CRAOi: 40 515"
<br />
<br />131
<br />
<br />205
<br />
<br />15)
<br />
<br />HZ
<br />
<br />;;tf:;,,1-
<br />
<br />~f<,~~~
<br />" ". "'!""
<br />
<br />t:j .~~
<br />II ,
<br />i~i:',~,
<br />'<.;~
<br />
<br />.~,) .-
<br />
<br />\
<br />..
<br />\
<br />
<br />"
<br />
<br />t:
<br />""-.
<br />...,.:~
<br />
<br />t C.C. NOTE:
<br />place filled cell under
<br />all girder trusses
<br />
<br />
<br />-'
<br />
<br />t
<br />I
<br />I
<br />-r
<br />I
<br />I.........
<br />
<br />HIGH STRENGTH LINTELS BY CAST CRETE
<br />FILL ONLY IF LOAD EXCEEDS
<br />UNFILLED SAFE LOAD CAPACITY
<br />
<br />."~
<br />
<br />....
<br />
<br />t
<br />'-.....
<br />"a,>:; ~.
<br />
<br />,.
<br />
<br />/, i, L :; '\ 1\ ;.
<br />
<br />~.~ i " ,l,,~ '. (~ r F) E- ,N (~r I I
<br />, I ,\ ,__t I ~ __! "1._ f1
<br />, {,- ,. ;' I ~-~ {' 'r f; r' " (' f. r') 'IJ j'_II:\i 'f rc.I,_ \,-...~:
<br />. "'_' " n ! ~/ r ~ ~~_ :\ t ,""f, r.,.. .) ..::' .~... ._ ~ ~ ~
<br />J '
<br />
<br />r----.' ______,____1 -------,------' "
<br />I r I SAFE LOAD
<br />
<br />
<br />l___,~ ___,___,
<br />~-,_-~:=..~~-~,wa lbt.
<br />. .'- 6" ',al, lbt. .
<br />!-.- ,---,-
<br />5'- ," ",&1~ lbt.
<br />l...~.'~..~~~~!.., 5.1(4 'Lt.,.
<br />i 6'- 0 5...260 lb*. ,
<br />~------ ..,...-,.".---,--
<br />: 1'- ~ 1.M7 1.6,. .. _,~. ..
<br />t-.. --'r:"-'i- . 1.141 Lb,. ,
<br />
<br />f=-~~-~f.~~~f'- ::~~~ ~~:: .. ,
<br />1---- -i"'2'-'::-'O" 1.~. Lbt.
<br />,..,..- ~ - ----.--
<br />
<br />~' -,..._. =, '~, ~,:~~ ~ - ' > I.~: ~::> ,?"? ,
<br />
<br />," . <I 'f.341 lb.. ~~
<br />15'- 4" "'-........ f.210 lb,. ,;.. .
<br />---.-- . .,........-.:..
<br />17'- " 911 tJ>,. 4 - "
<br />r-~'-,?-;: ," --1-"'-- ~--
<br />L_____ (2J2") Prulrusf<j --L-. .-3~I)J, ____&1.S lbt. ' , ... ,
<br />
<br />'hS:1 c""Jv~I.~ by ;>n loc:flj:lnd.", roallt>t lcb(rro!or-,. '-.- " . "', ' , ; - " ,,':
<br />'h!~ 01 0 (0,....0$1:. h<l11l with ~n rf ...-Im.lor tlom - ~r,' is ~;lln l~. ,5-.1'" on. t5 bl',iIt....,h 1-<<1111. ,,,,'' otl "',le 'lil\4u~.t4 h It.~~. Jk.~ 1t. ,.,;. .~..'-:-...~", '
<br />.._ .. '" i ..,,-
<br />
<br />,...... '
<br />
<br />Load r able Is Based On rh.) F 01l1):lI.i,0 Pro"[$ion~; ! '
<br />. l~ 1 ,,-.- I'
<br />. I' \ ~ .
<br />b) Cr".i. V) lhl.'\((,,(!r.'J,/ ,\', r' ~"':
<br />1) $-:.<<:. '11 ',f-H. 1/1 tJ(':.(~t t'r1lt1~ty by t,U. '
<br />2) S':Ir.. '11 ?N.i\t"l... '
<br />~o l(\(r,t:,u I, ?~$J,k)~/. (.;., ";J\JU 1\'l~'kW wlllt QIl · 01, ..,
<br />, _it vr"wlsl;.., 1. ~. .'. " '-,~
<br />$) !p'ln it '''t'lt..:tt-j ./\ rut t.t.....,' Ht' A.o:." poll'll. e9nst.tt(l~, '. .
<br />~f 1 15(.r;j"im!;o') :" ,:-.!,.J .~!it." t.>~k. ,".if.. Rt.ic"~G~' .h~1I
<br />bt "J"llJ'.l!l:~ tfl'\~t-!~tj tl1 (,;,'ltlt: I 9'.1 J.....$hQll 110..... a' .tf~~~(4 'i<1 .
<br />h~k Qt 1r,l<J-~.pl" ot' t-J'lh" ,I'a tfln' , ,,',':".... {
<br />1) In lh.)/i "P~I"I ,(o"oJitk.u"l-,tl. ~~~nl ~~'~r .~~ .14. QI.~. n. .jolt"
<br />po:r.1 Ih. ~l:o,,'lb!. vl'lift I~.j. ~I' llmil~ bf 11'.,' r~4 'Q~~lIf '
<br />~f th. ~. ,j.,..I'I. Sud, >>-~.s. OIl lMtG~.~ ~lltt. (-;,' gro<1t 6(j
<br />ra:n'ordr,'J .::.r..J Ki.h ~ .. f'lf Ilc<:I-d., 4\1" c.ltIf~ t ';' , ~.
<br />-5) }J:u.,t-:. \4r.if')f1l1 Jf:1!} IC-J.j ,m?!. 1:-. n'l~lt!p\!t,* ..2..$0 if ~'tft'"
<br />1:iI')'" '.01. ('7' (l'p'at It With <J 1j1:W tinf". .... ('}' """.. ':, '
<br />, t - !. ,,' , !.....' " a
<br />~.,6'" .._'- ~ ~ ~ .. ~
<br />
<br />i ~.- ,"'";; ",' \;"
<br />
<br />
<br />,
<br />: 1\ U ;..t;_ !:- 0 F C!\ S T ,- C R [T [,
<br />
<br />:'- .
<br />
<br />~,
<br />
<br />'--,
<br />
<br />- .
<br />
<br />.
<br />
<br />(1) #5 t/) BAR IN FILLED CELL, CONTINUOUS
<br />FROM THE BEAM TO FOOTING.
<br />
<br />'1 LO'.1Q, '11-:....n 1t1c;lud. ,u!~hf of lil!t-'J A.~~owH Y'JSOl'lty U"it.
<br />2 Fill Co,,{nh :a t'e ::0 2500> psi 'l> 23 do,..
<br />3 R.;nf.:,rdn.} Slut 2 "'STY -'615 - Cro-j. 60 or 40 'JJ :.l::lI'Nlt';.
<br />4 R.:nf')/cl.l'} II plau1 ;n th. I,i' ojf .lpprQ\".,j ~al...nI"Y IJnit
<br />....1111 1,\" ~o"'r, e.:,lf~rl'l rtlnfordf1? d-:>u not :OCI t<JSt 'Jp!ift
<br />cop-:{.ity pau1 on sj(l~l' '11\11\ cO(',.jitlon b.hwe.n tl. ..10.1\
<br />po:nl,.
<br />5) If inltrp"I~I;on of ACI a.Jlldln~ Co-j. allow' \" CO\lr .~.. it
<br />reinfordn., It'lSltod of 1.\" the l.Jplilt !a'Jd' silo..,., 'n lh. 1<Jl:.~.
<br />c.)n la li'lcrt'lSsd ,a (olrolu:
<br />.,) Grad. W R.:,,(e,{ch) "
<br />1) S\:l>lr~d 51 ht>h'I teb!, ~"~u >:lnd r1'\\lltlply r ts'.Jlt:n~
<br />!ood by 1.1 &.
<br />2) Th.n r.-add ~3 to ...'1111. ~I>)in.d from p".'IO'\l1 l!tp
<br />for r" If '1110 .')~l. l.ipllft I-:.-:.j.
<br />
<br />t
<br />
<br />~
<br />I
<br />::,.
<br />ti)
<br />
<br />,,0
<br />lC)
<br />,. N
<br />*'
<br />
<br />* Indicates' lb's. per linear foot capocity required by
<br />precast lintel to support dead and live loads.
<br />
<br />...
<br />
<br />I
<br />I
<br />'-t='
<br />I
<br />I
<br />
<br />('.~.':':,
<br />
<br />~
<br />
<br />, '
<br />
<br />
<br />b
<br />I
<br />.
<br />N
<br />
<br />o
<br />I
<br />
<br />~ -t. ~
<br />
<br />. ~~ .
<br />
<br />\'
<br />'[
<br />
<br />/.;,..,..-
<br />
<br />.
<br />l,(j
<br />
<br />I'~'l .
<br />rt-!-t:=-
<br />-[L
<br />[i
<br />
<br />
<br />r~~ - 1- CONCREfE FOUNDATION (SEE PLANS)
<br />
<br />: ~_____L J
<br />
<br />D= I flt~lll
<br />:::m L_ A1_ITT-
<br />ll~ ..L~rr
<br />:1 f1m-~iTIf~:f::rTl'=-'::rl' .
<br />Il':'~ II=: ':=t =-
<br />
<br />
<br />PRECAST CONC. SILLS BY CAS r CRETE
<br />
<br />~ '
<br />
<br />.
<br />.~ ~-
<br />f~:'.
<br />
<br />~.;.~J
<br />
<br />'.r' .
<br />
<br />o
<br />to ,.
<br />0J
<br />If-
<br />
<br />\. ,
<br />
<br />~
<br />
<br />, .
<br />'t ." ~. J'''-
<br />
<br />. +
<br />
<br />.
<br />
<br />+ .
<br />
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br /> LENGTH ----~-
<br /> UNfiLLED'
<br />~ (.~) Prtclal l.a75 lbs.
<br />( 5C"),PIK'lst 1..sW Lb,. . -..,..
<br />CH') p;;C,)$I 1,lU Ua. ,-
<br />L!rf) Prtc'lsf . I.'" \.la.
<br />( 1~) Prtc'lsl 1.56' lbl.
<br />.~------
<br />S ~IJ") PrKo)sl - 1,550 L~tJ.
<br />(1 l:t) P'K~st .~. 1.025 Lb..
<br />(126") PrtNs'" n2 lb..
<br />(1 3&") Pr'Nsl ,- 800 lb,.
<br />(1 (4") PltC-Jl;!..____ -
<br />f---' 150 lbt.
<br />(1 60") Pr ec'at 651 lb,.
<br />(Ita") Pr.(>),1 ~3' lla.
<br />(1 7&") Prulrustd S$3lbs..
<br />(la.") Prufrnud 510 lb,.
<br />(208") Prt,lr usf<j - -
<br /> 337 lb,.
<br />
<br />.
<br />POUNDS PER UNEAR~F~OT
<br />FILLEDl
<br />
<br />r \ J
<br />
<br />. -,-.
<br />
<br />:~ -,," ,f.,
<br />~ ~..
<br />
<br />. '
<br />
<br />..........
<br />
<br />.250 II IFf.
<br />
<br />.
<br />.t
<br />I
<br />l")
<br />
<br />
<br />I
<br />!
<br />
<br />"...,.,.~.,.,...~ ~- ~~~".I- -
<br />. ,':, ',': ,',' .
<br />.....;..~~
<br />
<br />~.
<br />
<br />~,
<br />
<br />c"'^- /
<br />
<br />'.
<br />
<br />t-t
<br />I
<br />00
<br />
<br />.
<br />.t
<br />I
<br />
<br />~
<br />
<br />....---...-
<br />
<br />'/
<br />
<br />~' . ~
<br />
<br />~ .
<br />
<br />. -
<br />
<br />~
<br />
<br />, "
<br />, '.
<br />
<br />.lY ~C.A L_.-:~r C T ION
<br />
<br />'-" ...
<br />
<br />'.."",
<br />"
<br />
<br />~
<br />I
<br />Co
<br />
<br />.
<br />,))
<br />I
<br />
<br />()')
<br />
<br />~. ,,-
<br />
<br />~,:
<br />. " '
<br />
<br />':If'
<br />~:
<br />
<br />~.,- ",~r"""l"
<br />
<br />. _:v
<br />
<br />,r
<br />
<br />.,.....;.,
<br />
<br />"'", ;
<br />
<br />~
<br />
<br />}: ,*'
<br />(~:"' .
<br />." "
<br />"!~(
<br />~ ,t
<br />~~ ~ <
<br />, ,
<br />,~. ..~'...'" .
<br />!. :v?... .'*--....r
<br />
<br />.250 "-n 1FT.
<br />
<br />.:.... ....-
<br />
<br />,.,-,_..
<br />
<br />,jj:
<br />\ ~:.). ...1
<br />
<br />,Y
<br />
<br />
<br />
<br />.
<br />
<br />. '~'~'{~..-..
<br />
<br />'\.,
<br />"
<br />
<br />/'~
<br />'.1.< '
<br />
<br />t
<br />
<br />20'-0"
<br />
<br />,k--
<br />
<br />11 '-0"
<br />
<br />6'-4"
<br />--jL---
<br />
<br />5'-0" 7'-4"
<br />--~-)L---------
<br />
<br />3'-1.f'
<br />
<br />,"
<br />
<br />
<br />\' #5 8AR(S) ,\S
<br />\
<br />
<br />\ ~~F-r-
<br />f-~r----
<br />) C J-" .......1-._-r-
<br />/--[-=[~~-
<br />
<br />
<br />.........-.
<br />
<br />t ,...-....~
<br />
<br />53'-0"
<br />
<br />'- ----.,......... -
<br />
<br />"
<br />
<br />......,
<br />
<br />~.. !r
<br />
<br />(:
<br />"
<br />~\
<br />
<br />~~JA-.~.:
<br />
<br />~l,
<br />
<br />........-.
<br />
<br />\
<br />\
<br />
<br />.':l
<br />
<br />'~. '?'
<br />
<br />!
<br />,>,\ '
<br />-71f; .",.
<br />
<br />(,'
<br />
<br />.. ....t:..
<br />
<br />. ,"'~ ',.
<br />
<br />(.......
<br />
<br />"
<br />
<br />L~___.
<br />~,"
<br />h
<br />
<br />
<br />-<.
<br />
<br />"S,'
<br />
<br />':.- ,',
<br />, "/
<br />
<br />~. - '\
<br />. :. ~,
<br />
<br />',..t.
<br />
<br />~.; ~
<br />
<br />>,'
<br />. ,~
<br />" .'
<br />
<br />;
<br />
<br />F
<br />
<br />........
<br />
<br />, ~~ '
<br />
<br />tt;'~;, '
<br />
<br />..,.----/
<br />
<br />OPENING BELOW
<br />
<br />- POURED CELL '1''1/1 15 BAR
<br />CONTINUOUS FROM BEAM
<br />TO FOOflNG
<br />
<br />...,'
<br />
<br /><~' ....
<br />
<br />'...........
<br />
<br />NOTE: MITER CORNER f\.ND FILL
<br />UNTE:LS W /1 - 115 BAP
<br />CONTINUOUS HOOKED
<br />AROUND VEr~flCAL #5
<br />C0r~NEf~ DETAIL
<br />
<br />i
<br />-l'
<br />,f
<br />,,;f
<br />
<br />..-I
<br />
<br />'-':~v-
<br />
<br />.5TEP__OOV/~___ILE 8EA1~ DE r A L
<br />
<br />(SEE FLOOR Pt..).N FOR STEP DO,\N DETAiL lOCATICr. )
<br />\ PLACE \.(RnO.l5 PER fl'PIC.\L STEP DO,~N efT"
<br />
<br />I,
<br />
<br />....-~.......
<br />
<br />,""
<br />,.,/
<br />
<br />"i
<br />(
<br />
<br />J
<br />":r~
<br />
<br />OWN BY: J.G.
<br />
<br />~ '\ ~'Y"
<br />
<br />ENGINEERED
<br />PRrCA'5T PE~IMETER
<br />GEAM S'f S rn...
<br />
<br />~ e:: r-a 1""\
<br />, ,-~::; ,- i:':.._________.____
<br />
<br />"...~ '-'-', <106-:1 00 I I ~ '
<br />..'. ,', ",V<i . ~ ? ~I t ~.;t. ~
<br />'(~,,, ~~' . ~ .'..(,:"'lii"j' ": .'..' " ,. ,~~ '.
<br />)"_'; ~~ .." ~\.."~ J+~~1O~~"'f _ ~p: "l"~~'Il~.4fo.t.olf~~:l"i~"t-....."..",..".'t1...'t~,.",,,,-,,;,,,J...: -~.".
<br />,~~ , ""-,~~" .4,- .:l":-',"~~.~' '.1!" ",t ~ 4Jl,t'" C' ". ". .::~-. ~~.~_
<br />
<br />, . '\
<br />~ '!I,.;)
<br />"'"...~" < t~'~""
<br />''''....,. j
<br />
<br />'"
<br />~ '';' " .. -r' ,-
<br />
<br />. __ ~ " "'_ ,.' .., , ~ _ ' _ c _ _' ~ ~ < ,~' .. '.... ".
<br />
<br />..,... ."l'.-' ...-;. ~__....,..~' -<" _~ _"'.a._c.L .._~.......'"'.~"= __..______."""'-._~_........_~.o....__..~,_.._......_~_...__~_.~_.......w~W<"'f
<br />
<br />'"' ,'.,
<br />
<br />, ,
<br />
|