|
<br />~(I <!.flrJL. J),/iML )
<br />
<br />-- ---
<br />
<br />
<br />o
<br />
<br />::
<br />
<br />t,-----=- -:=-----11
<br />, I II
<br />I 0 /I U6(~: 4"~ I' I
<br />I : I Lf2nt,b t;(01oJ A:L I, I
<br />I II r2LC:J@ D~D\\ JlII i
<br />I II LMMLU tl}(\~{IL1L~ ',j
<br />10'1 I
<br />I ~,I_ _ _ _ _ _I! ~I,jOlLkf~ e,"wL<Yi' tf, ~ll
<br />- - _. - - -"1 I I l'tX'2")('/tb'\JA-6~,,(Q)
<br />
<br />} - 10'-4" ~ 4!'l"LlL
<br />
<br />()
<br />_I
<br /><l
<br />
<br />@
<br />
<br />
<br />
<br />The builder shall verify that the
<br />foundation bearing soil has a
<br />minimum load carrying capacity of
<br />2,000 pounds per sqc:are foot, It a
<br />less soil bearing capacity exists,
<br />obtain the Engineer's response
<br />before pouring foundation footings,
<br />as foundation revisions ....ill be
<br />required. The Building Official may
<br />dete~ine on inspection that footing
<br />excavations reveal sound virgin soil
<br />suitable for foundation footings.
<br />His sign-of! in such cases ....ill be
<br />acceptable.
<br />
<br />hQ.6{ (Lcbe. ~nJ lILAJ
<br />
<br />. .'
<br />
<br />SLA LcL.', V41'~ \ !...n II
<br />
<br />~9
<br />(]
<br />
<br />
<br />}
<br />
<br />, \ ," i \ ,,1
<br />, C \\
<br />~ .
<br />
<br />Engineer'l Sp<<ifications for Wood and Masonry Construction il1c1uding Roof Sheathing:
<br />.. NOTES:
<br />AI fut.nln;1 mUll b. In Itriel compr..nc. with S.B.C,C,1. Cod. 1705, -.,;0
<br />AI Wood Conllruellon mUll conform 10 the roquit.m.ntl of Chapt.. 17 In the
<br />S,B,C,CJ, Slandard Bundln; Codl and meallh. 10c.1 roquitamantl of .ny oth.. appr.eabl.
<br />cod. or cod. amandmant. Idopted by th. community In which thil "p.citic flructur. il bllng conllruelod,
<br />An MI.onry Conltrvction mUlt conform to the requinmentl of Ch.ptl' 14 in the
<br />cod. or cod. .m.ndmenta adoplad by Ih. communily In which thia ap.elllo alrucluII la baing conllruelad,
<br />~ sp~cijicatjon ,!town !terton s!tall SII ersed~ an S tei Icaf;on shown Oll!!!...t ,ubmitttd drawillgs,
<br />Muon.,..d Wood (o.,lr.clio. Muo. Co.,tr, ENGINEER'S Sf[(IAL INSTRUCTIONS'" lU:MARKS:
<br />\\'ood Const. 'rlt flool .nd 2nd floo' Single ItO('I' Of two;;Y R'm.rks; . N,iling cente4' distinct specified .bov. is fOt perimeter
<br />"00 Ihtlthing "",n shuling & studs 1rlt nOOf WI' con.t. ed I of stluthin . interior nailin of Iheathin is '2' C.C, U.N.e.
<br />,. be: All structural h.min othe, than stud to b. SPF No.2 0' better.
<br />. . 5>/8' [It .nsion Bolt. m. b. used in.tead of 1Ir",8- A.B.
<br />Thick 711" Thick 7/1a- wen r,infOtcin . ,ein
<br />M,tt. OS! Mltl. OS..!..-. ~I' in , 5 Shut....in n.ils m. be substituted It Icl"l.dul. on dr,wlr'l S-2.
<br />N" Silt '0cI' oaR ,ize 'Cd' .s.rl rt 'd ,
<br />Ntilin . S' O.C. Sh..rw'" ,.t.nl fo.d Oow.I,ill 5
<br />~~ 24"O.C. n.ilin . O.C. Max. CHI UNO
<br />Pert' Shur....." u ft JoMl W-,!Jh!kk
<br />F tin I nli1in . D.C. Bond bum
<br />. _-!ill X Stud. 2 X U.N~ Bum ,ill
<br />Itl rt "d 2' 5 Center. 'I ~chel Steel rt "
<br />concrete 2500 f>SI Species: .pt stud grad. Grout 2500 PSI
<br />II' FooU I btll" U,N,Q, Mi", ea' W.. '" III
<br />,I" I X S. 1.1t ""chor End 'In h' i ,N,Q,
<br />'llllq'd 315 Port' 1112. A,8,' 51, win I \),N,Q
<br />concrete 2500 PS1 M*x ctr. 4'.O"O.C.
<br />
<br />}'Jl :\~ \.t~ t"r ~:", ,: ", ! .:::,
<br />J h h ~ it;: ~i I L \,</ U~
<br />b~\tE ._n:-.,5,~.._n.q ~
<br />[ r;.l<.l'o<"-ll" U"N\(}Ulk DING ~~Pf :A~P~bv;tU];1 if
<br />
<br />
<br />Ii:) ',,41\
<br />
<br />l
<br />
<br />~ ( f'v \ f) {LDn(L (;2AlL\ vJb. 11...ruJ
<br />6c.AUL. \/4',=\ ~DI\
<br />
<br />~cil, '1J1~~,!b,~ N\&~ \JAl~
<br />6L1~U1L~ Iu (1~11).
<br />
<br />(~IM.JG. llllMl)
<br />
<br />t
<br />
<br />
<br />~~~D\lL \JluDOuJ
<br />(\ 1 1'u~(ALL. ~u&'!nb,z./
<br />\ r 012 u{iut.~ t2:x:.1S1lLlu
<br />
<br />\
<br />"-
<br />\
<br />
<br />4-
<br />
<br />,/
<br />
<br />NoTE
<br />ALL t::.x.,~\OR 1=F?AM~
<br />Wf\LL Lb.~.$ OPt=..l-.lI~ l.,s
<br />~T"""'\+~ -:'e..~NP
<br />1=L~ -n> 'BE. $t\eAf..WAlL.
<br />
<br />
<br />:'
<br />
<br />-~
<br /><J
<br />
<br />MLlo~
<br />ro'.dL. l~
<br />
<br />
<br />
<br />~,C{G,
<br />
<br />'5 '.2.,1
<br />
<br />J~'~41'
<br />
<br />IJ?f)(]2.. i ~w([L LJJIUG',
<br />~
<br />
<br />II
<br />
<br />~12ti Srbr2.A '{Ll'i)/L ilAJ
<br />4:LALiL', V41~I~OI'
<br />
<br />t
<br />L
<br />
<br />'TED ON NO, IOOOH CLEAR PRINT .
<br />
<br />I
<br />
<br />(~XI~~lb. u-.f{/M{IL)
<br />I
<br />I
<br />I I
<br />1//
<br />VhJL( '>-f ~V!.VJ-(
<br />I
<br />,
<br />
<br />
<br />.
<br />
<br />_9
<br />(]
<br />
<br />/
<br />
<br />r
<br />I
<br />
<br />ld{~l
<br />
<br />'kif'll t~
<br />6~Z II
<br />
<br />
<br />1~!411
<br />
<br />~~l)~ ~i21lAJ
<br />~Lf..~ '141~'LQ"
<br />
<br />
<br />II
<br />I
<br />
<br />( ':l\~'1lL1~
<br />~Q~
<br />
<br />
<br />
<br />
<br />,.-.; :'- to
<br />
<br />.(e, M rill ~{I,.j b eA<< ft..\L5
<br />\. a 1/-J6(l\LL ~1'Lf2Q ..LA.L.L\
<br />~0\ I-.i\~ Ls c&.. ~'(A Il- '\
<br />
<br />cG cE.. SWi "2. 'F"o ~
<br />c;.ot-J N ~ C r~ e. ~"'" f?,':"
<br />
<br />,(\
<br />:: a
<br />C] -:>
<br />~ B
<br />\I
<br />
<br />-------
<br />
<br />~--
<br />
<br />I
<br />3:
<br />~
<br />
<br />-1\ luY"ALL
<br />I c..fl,LIlf( fiiJ 2.:.\1.?M..\
<br />7 LIV "Wul.A1l:Lk.~
<br />I
<br />
<br />@-
<br />
<br />-
<br />
<br />~9
<br />(]
<br />-
<br />
<br />~
<br />I
<br />..j)
<br />
<br />:v ~
<br />
<br />i"; t !
<br />
<br />t- ::~"(~ rc' :~;\'/e1
<br />
<br />t !',' :... L ',/
<br />, ,., '.' J
<br />
<br />, "~I
<br />t...;
<br />
<br />E~-I
<br />
<br />I
<br />l
<br />
<br />~, ].2G5
<br />
<br />"11
<br />
<br />c.
<br />
<br />~~/J~
<br />/(c/ ~,:,._. --: _~.'~ ___~~~.~._
<br />
<br />'J
<br />
<br />~ ~
<br />)"J,t.
<br />
<br />'1."--'
<br />",'
<br />
<br />I : ";j
<br />
<br />. --"~~~C,_,~ 11 a3_-~...",--~--~---
<br />,'" .n ~!~",.Qf'",_~~~d~~1t't~l
<br />ifrr_~
<br />
<br />;,
<br />
<br />cCc:d
<br />
<br />12on~ ~\JJ6.1lAJ
<br />5c..ALf ~ '/4 \~ \ ll:::i I'
<br />
<br />{l1Y)I2.~Jb., ~12Ja fbo?B2AJJ\VJL~ ?U\t,-,~
<br />
<br />4 () ~~
<br />/t! ktr; (q'f
<br />
<br />
<br />DRAW~j BY LL'P
<br />
<br />~~___-,-;~...\..;,"~~:~..-: >;;,.!:.:.::...~.,~,---i~?
<br />
<br />~.4
<br />..4.'-0----- -._
<br />
<br />.
<br />.-. - _.......--
<br />
|