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<br />WOOD WALL DETAIL NOTES:
<br />
<br />.
<br />1/211 l3HI!ATHING NAtL~D PErt r.-!o:tt:. 2/\ ~ 2..10 AND
<br />PL '(Cl..IP$. ill!) FEl r ANO F IOERl3LAS$ SHINGlE:S. RI.:.a€ VENT Al3
<br />NEEDED.
<br />
<br />(0) ENGINEERED Roor TRUSSES SEE ELEVATIONS TO VERIFY PITC...
<br />
<br />@
<br />
<br />./CE
<br /><
<br />
<br />(A)
<br />
<br />(e) MINIMUM R-22 INSULATION IN ArTIC AND MINIMUM R-l? IN KNEE
<br />WALLS.
<br />(D) S l."?~ Or,. \4'S vI &, f> t:,.( NAl(,.\ ANCHOR AT THIS lOCAT ION"
<br />,_..,.....
<br />
<br />(E) DOUall! 2 x 12 PJNE HEAD!R~ tHrH 1/2. COX IN CENTER .~/l.. a,O'N!,
<br />\ v d ,.J/\ II. 'l (! t t · ~. c. ~ ^ .... A (,. .; (.
<br />..... . .
<br />
<br />G
<br />
<br />(F) DOUBLE 2 X 4 TOP PLAfE.
<br />
<br />(0) 1/2. CE.ILINC3 GYPSU>> ..:L61~e:, St.lIl.t::\S.'J) e ~l\'Of{
<br />
<br />(.i) ALUMINUM SINGLE HUNG WINDOW.
<br />
<br />( I) lHNDOW SILL.
<br />
<br />(J) 2 x 4 SrUD t.Js-'LL WIHi R-11 INSULATION. 1/2. GYP!iUM BOARD ON
<br />INTERIOR OF WALL.
<br />
<br />(K) __~:) ,..., pi) 0 ;,~ . L:f l '!-OJ/--J!! - 16 ~ h'''' (l,S ANCHOR AT Ef\CH END
<br />O~ 8'i!!AR WALLS' ONL '( .
<br />
<br />(l) 3INGLE p.r. 2 x 4 aOTTOM PLAfE.
<br />
<br />(M) 4. CONCRETE SLAB WITH 6/6 10/10 W.IRE MESH, AND 6 MILL POLY
<br />CLEAN AND COMPACT SOIL THAT HAS BEEN TREATED FOR rERMITE5,
<br />
<br />(N) 2 x 4 sua FASCIA AND ALUMINUM SOFFIT SYSfEM.
<br />.
<br />(0) \/2" COX $~1EArHING. NAILED (e'~ r~ t.1:r \C ~ Z ., 0':~, d z...
<br />AND TYVEK HOUSE WRAP. SIDING PER BUILDERS SPECIFICATIONS,
<br />
<br />(P) 1/2- ANCHOR aOL'($ (!. ~t I' "()tt.. \/L-~~.(f 'tlJ'~f(~f1.~_~.
<br />
<br />(Q) ~. X 16- 'OOTINGS WITH 2 EACH 5/S" REBAR ON CHAIRS
<br />(,."tot LI'? -: 'l1"') ~HTH 5/~3. REOAR VER(J.CAL RODS
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<br />2.1, DesiWl Velodty "" 100 Mph
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<br />Wind Load Notes:
<br />
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<br />
<br />2. 2, Sp~itkaliol1s c::1 Slie 1991 including 1992 and 1993 addendum!, sedion 1205
<br />
<br />.~ -----@
<br />
<br />2,3. Roof Dead Load (used to cakulat~ uplitl re5islance) === 11.3 psf
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<br />111)
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<br />2A. Ma,ximUHl net uplil\ per tl\lS~ beJJUlg cOllnC(lion == ,HS,O Ibs,
<br />
<br />2,5, Maximum net uplil\ per girder bearing cOllnectioll == 0.0 Ibs,
<br />
<br />2.6, Fador ofs{lt~ty against oHltuJlling -= 1.5
<br />
<br />2.}. Ma.ximuUl unit shear at roof diaphra~Jl1 -:::: 303..1 pit'
<br />
<br />~_. ~Q-Sl QEIf~_~..
<br />
<br />2.3,' Ma.ximum unit wall shear at midh~ight wall =:: ..50.7 pit'.
<br />
<br />PO S j en A.J.!..E..
<br />
<br />29. Roof Shealhing: Fasten 15132" APA Rated Shealhing ~erp~ndkular to framing ,..ith 3d nails or
<br />O.ll r spiral shank P-nails at 6" o,c, along pand edges, 12" o,c. ,\long intermediate wpports (No
<br />blo\:king require-d),
<br />
<br />(A) ~~oo POST TYPICAL. \
<br />< ",-")~,,..,( H ~ wI 8. ~ (. ,...;.~",,_1
<br />(6) ~ .
<br />e:NGIMER Sl=E:CIlICMIONS.
<br />(c) SIi.'~~fJ~'" t'CE4/ ,q 'lOLl .'\11'\\..>
<br />ENOt"E" .'.PEC [FIC^, 101 >. t
<br />>,,"'e>C,~l p. ~ tftl ~ II- \~d i'lt~'L~
<br />(0) . '
<br />ENGINEER s~e:CIFICATION3.
<br />
<br />ANCHOR PER
<br />
<br />.~NCHOR PE R
<br />
<br />210, Roof Diaphra~n: Fasten 151J2" APA Rated SheathiI1g pelpelldkuhr to lialuillg ,..ith 3d nails or
<br />0.113" spiral shank P.nails at 4" o.c, alo11g diaphragm boundary (fasda), 6" o.e atong panel edges, )2"
<br />o,c. along intennediate SUPPOltS. Pro"ide 2 x .~ blocking edgev'Wise alon8 horilontal panel joints
<br />
<br />ANCHOR PER
<br />
<br />2.11. Wood-Frame Sheatwalls: Fasten 15/32;' APA Rated Sheathing to framing wilh 10J nails at J"
<br />alollg lhe top and bottom plate5, r o,c. along panel edges.. 12" o,c. alollg intelllleJiate supports, Provide
<br />2 x '. blocking edge,..ise along horizontal panel joinls, ShearwaU ends shall be doubl~ studs rast~l1ed to
<br />bottom plate ",ith one (1) Simpson LTT20 t.:nsion tie wilh a 1/2" epoxy set or cast-in-pla..:e allchor bolt
<br />\'with a Imnufal:lUrer's pull,out ..:apadly of 1,750 pcumh (min). Fa~ten tension tie to double studs with
<br />JO - 16d nails.
<br />
<br />(E) OOV8lf: 2 x 12 8E,'lj11 IHHI SINGLE LAYER 112' COX IN CEMTER WllW
<br />2 RO!~S OF 100 NAILS S'OC srr.GGE:;EO ON 1;:ACH SICE,
<br />
<br />(F) ROCI'" TRUSS TYPICAL A5 PER :':ALL DETAIL,
<br />
<br />(13) CEILING PER OWNER TYPICt"L t'\l1)lllNl>l1 SOFFIT l'lATERIAlS.
<br />
<br />(Ii) TY?ICr~L CONC.RETE Sl_I'1a PER l':I"LL DETAIL.
<br />
<br />(I) MONOLITHIC FOOf1NG lHTIi 2 e:AC~ 5/e- REBAR C>N CH;U(~S '30. OC,
<br />
<br />2,12, Extelior Shealhing: Fastell 15/32" APA Rated Sheathing to fhuning \..ith 3d nails, or 0,11 J-"
<br />spiral shank P-nails at J" along lhe top and bottom plate~ 6" o.c, afoi1g panel edg~,s, 12" o.e, along
<br />intermediate supporU. All exterior Shei,lthing shall exte'nu frollllhe bottom plate to lhe top member of the
<br />top plate. Provide 2 x '. bloding edgewise along hOlil.ontal panel joints.
<br />
<br />2.13, Gable End 'TIU)s: In addition to the bradng spedtied by th~ hU$S manufadurer, lh~ bottom
<br />chord of gable end husse, :shall b~ la::>telle-d te> the top plate wilh Simpsc,)Jl H6 a,n..:hon \..ith 16 - 3d nail,
<br />ea..:h at 24" o,c,
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<br />
<br />Q~!J~ral Notes~
<br />
<br />1.1, All reintorcing steel shaU be ASIM A 615, Grade to (min.)
<br />
<br />1.2, Ancfloritges shall be hot-dipped galv,u1ized, aller t:lbrkation per AS'fM A ')0,
<br />.
<br />
<br />1.3: . '~ru.ss~,~ shal~ be de$i.gn~d per SIJ~ and TP~ spec;itkalions and celtiticcJ by a Prothsional Engineer
<br />rewster\:d ,Ill the state ~f t',londa, IJracUl~ specltled by lhe hUss mamlfa..:turer (intenlaJ to th~ huss
<br />~~~t,~m) \"Ilhou~ f,lste~1,1J1g II)Slrut;tio~l~ shall ?e r"a5tened with 2.16d nails per bealirlg point at ~ross
<br />bra\:~Jlg, IOd na~1s at 3 o.c. along stltleners (I.e, 'L' and ''I'' bracing) and J.I6d nails toe-nailed at end
<br />beal\ng connedlons, .
<br />
<br />I.. Trusses shall be bra..:ed in accordance \'with lhe TlUss Plate Institute', IUD-90.
<br />
<br />I ,.5. ~ \~indows, exteri~r doors. garage doors and other \'endor-provit,k'd exterior cladding shall comply
<br />\..Ilh slJe 5"''4;lI011 1205 II1duding lh~ design criteria set fOlth il1 the tblfO\\ing ,..ind load notes,
<br />
<br />1,6, All shuc;(ural lumber shall be #2 (mill,) SPF or SYP.
<br />
<br />1.7, All load be~ling Ijan~e,\\'alls shall be stud grade (min) SPF or SYP \'with studs at 16" o,c. with 3
<br />double top plate. lop plate Jowts shall be lap-splk~ a minimUIH of ,13" and fastened \..ith 15 - 16d nails.
<br />
<br />1.8,
<br />
<br />All non-load bealing lrame \'vaUs shall be stud grade (min.) SPF or SYP with sluds at 2'~" o,c.
<br />
<br />~.~' Wi.ndows an? sl~ding .g1ass doors (SaD) in wood tr.une-d walls shall be 'tin' framed aluminum
<br />la~ten~d dmxlly to Iranlll1g \'wllb 3 - #8 x 1-114" wood sa~ws per side for \..il1dows, 36 total tor SGDs.
<br />
<br />1.10, G~rag~ door ~haU be 11l~ten~d :'with manufacturer.', trac~ brackets using 1/4" ~ 1-112" he:<.head
<br />~a~ b~lts fully s~~~w I~~ 2 x '. (IIH~l~, #~ SPF or SYP dOQr.Hlnbs lastene-d to multiple header studs (3 mill.)
<br />"Ilr~ t,our (4) 1/_ ,x .J lag bolts (2 dt<un. wash~rs) per s14~,Track assembly and attacmhent mmt pro'fide
<br />a nlUllmum manufaclurer's pull-out capacity of 1650 pounds per side,
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<br />SOLE TpPROVfD BY
<br />
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<br />R~",i...:\\~'\J for. c....'mpliJi1\:" \\itll tlle \\Ind hId pro..isk'ns of SttndanJ Buifding Cod~ (SllC) S':Xti~)t1 1205, 1991
<br />l;."hll0l1 1I1dudlllg 1991 and 1993 add~l1dulll'. Oth~r design ekm.:nts shall 00 tll~ fe-Sl-'011S1bilily of t11~ COIl(l',lo.;tQr,
<br />
<br />JanlCS (\llalano, P,B.
<br />No,U50"
<br />
<br />Oate
<br />
<br />JII "Il ~___--
<br />
<br />DA1~ 8 -14-95
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<br />lOUAN av RW
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<br />REVISH)
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<br />WED(;E~J()()D ",\C)DEL 21:37
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