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o _I I.() <0 .... ,:.; i ~ I'l &: <? .... .... ~ ~ ..... '" t d ~ ] ~ ~ ---- ~ j <Jl ---- .~ 1 ~ ~ .g ~ ---- :'.i I_ 40'-0" ~, 30'4" 9'-8" - - - T/_ - ,..CO ~ :.... ~ ~ ~ ~~, '~\. '~~ "~,"-~~"~I\~ "\~/ ~ ~ ..., I J( <0 M V~ OM 0 0 i' //jV~ ~" ~ "'\: '\~" ,,~ ,,~" _J ..., I N L.() / J03 :0 0 J /)95V~ ~~ ~~ ~ "~I\~~~/, _ ~ J05 ~ ..... . V //A 14 ^ '" '" '" " '" '" '" '" '" '" '" "X '" '" ~ / / //A1~~ " " "- "- "- "- "- V "'- '" "'- "'- ' + + + + +/"\. /' // //1 11~ + + + +/- 1"'- "'- "'- "'- ~ // // / ~ A09~ + + +/+ ~ "'- '" "'- "'- / // // + AO~ + +/ + - "'- "'- '" "'- '" // //'~ - + AI )~"'J v+ + ~ "'- "'- "'- "\.. .~ / // // ;- ;- At lJ -t\.,/ ;- ;- - "" "" " // // / - + -f~ + + + " "'- "'- "'- "'- :/ // // + +4-A 1+ + + - "'- "'- '" '" '" // // / "-'- + -tl- + + + ~ "'- '" "'- "'- II . . . . T T T -r -r - '" '" '" ~ '" I 1\02 I I I I I I I I t"\. "'- "'- "'- "'- 10'-10" -L -L A04 -Jt""-. -L. -L. - · +A~6 /' ~ + ' + "'- "'- '" "'- " + AOa / + +"'- + - ~ "'- "'- "'- "'- A10/ + + ---: "'- + "'- "'- "'- "'- " /~ A12 / + + ;V ~""'- ~ "'" "'" "'- '" / + + ~ - .... ~" ~ "'- '" ~~ '\ 810 , . . "'- "'- I"'- '\ "Z, T ~;r .. ~ ~ "'" ~05"'- '" 811 ~ ~ I I -L~-L. ~ I 4 D )1 I ,,~ "" "- 00 812 1 ..L (NEE ~ VA t", /J ~ ~"'" ;.... . . \ 802 "" r 0 ~/ 'J-Cl ~~ -~ ""-. ~ , / "'- Dn ~ - ~ ~// ~ "'- '" "- I - - - ~ 8 8 1/2 '~ PAIIJ L ~~ " ~~ Q ~ 3-CI ~ V // ~"\ II "'- '" ~ //~ ~'" "- 0 ~ ~ ~....... C03, _I 9-8111 ~ 0) ~ 00 , ~~~ 1 l-.....oIIllll!~ i'. - V ~ ~ ~ '/ ~ ~ ~ '- v~ ~ 0 ~_..-s \ ,q~~ 1 r\. ~~ ~ J I r:=:: ~ 1 "- ~ J , / 801 GE 20'-2" 6'-8 1/2" 4 '-0" 5'-1 1/2" 4 '-0" - - o i'. o -' (j) ~ 20 02 ~<:( W<o (9U)S5 2P>- -'--LL 0::00- <:(00:: w-,W OO~> ~ _I ~ <0 ~ ~ T- ~ 1 ~ <0 ~ 05 (j) _I I.() Truss Notes: THE Floor and ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGNS ONLY. Final floor and ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER. If FINAL TRUSS Layout LAYOUT Drawings DIFFER IN CONFIGURATION OR BEARING POINTS FROM THIS PLAN, SAID TRUSS MANUFACTURER'S DRAWINGS SHALL BE REVIEWED AND APPROVED BY design styles, inc. and the ENGINEER OF RECORD prior to CONSTRUCTION. TRUSS MANUFACTURER TO verify adequacy of all specified Ivl beams and make any adjustments necessary due to final truss design or calculated reactions. All modification to be reported to design styles, inc. and the engineer of record prior to construction. Electrical & hvac layouts are based on these framing layouts. Any deviations are to be approved by design styles, inc. prior to construction. typical truss connectors 1. ALL CONNECTORS ARE "SIMPSON, Strong-Tie". 2. USE MTS20'S FOR roof TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES WI CS16'S. 4. USE HHETA20 FOR roof TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HHETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. Design Styles, Inc. and THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER final TRUSS INFORMATION IS SUPPLIED from truss manufacturer. V//////I ENTRY BEARING AT 12'-4" BEARING AT 8'-0" I ! ~ :ssJ E =F ~ 8'-0" CEILING HEIGHT VAUL TED CEILING AT 2.5/12 10'-0" FLAT CEILING ENTRY BEARING AT 12'-4" APPROVED muss ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTToM = 2x4 MIN. TOP = 2x4 MIN. l' -4 n TRUSS END DETAIL APProved by. DOte: ID-STATE TRUSS CO., INC. 3125 Reynolds Rd.. P.O. Box 1606 Eaton Park. Florida 33840 941-665-1309 / 1-800-940-8787 BUILDER: US HOME CORP. L..EGAl ADDRESS: ANDOVER 2005 ELEV. " 1M STS JOB USSUNNY2 N.T.S. 11/04/04 cJ Z N . ~(&) " 0 Z N - co~l? ~ ~~g~~ Z x ~O)~ "gti....~. z co....m W q 5~~tJ ~ Q....J ~ .. ex ~~ " Q.. W f- Z z ~ W owli!: ll!i!: i= ' ~i~ ~ I ~~~ ~ - ~~ N' ') ~~~ -; l:J ~8 a: ~ - fl ~ z . t<-w cC ~ F~i!: ~~ f ~ ~~~ ~f3 ~J()z ~ -~ ~ ~~~ ~v; pI ~~fi1 !ll! ~ t:jrt c!:: fall! ffi Ii; !a~ ~i!: :~3 i!:~ ~l!s . . . s o u ~ .~ o ;j t-;. (/) :.all') ~ ~ E"g .000.0 (f) 0 r:r~ ~ t:j ~ CI') I-< C!:: ~~ t ~ ,~O\ .l!:/ IJ) E~~ (/)~ (';1~ (';1g;g;~0 ~U5t-.. ~~~:.g ~ ~ .~ ] ~ ~~ ~ U C'l (f) U 0... ~ ,~ :tI: www cx:19u <1:~~ ::Joo g~z V) .j2 Q 6 ~~~~~~~~~~~g ::::lO'~::Ezu.::EZO~::::lR- gli3~a~~a~Q~8~ ::l~~:j1-'9~~~~~-I <1:1-' c:i!!j~r:(wwu.l-~ ~~~~5~~~~~~ o i!S u.. 0 o o \0 (]J Z~~ 9 -0 7 f:::: U'>>cj)N ~-d)L/') >(Q\OI 1-4 (]J (Vi) 0'\ o L- (V) ~ ,<(Ort I a....!:iM ~ .~ m.~ ;::~ET-i '" ::> OJ .H- Z o o \0 0) V'l C CO 0 '0; 0 '> ~ 0 ~ ~ I (J) C\I - - .- L() I I ~ I'- Q) .- ~ > ....., ~ (J) L() Q) L- ~ U L.{') o 0- Nro 1...$ ~ E 02 -aU'> c <( >-.... ~z z~ wl-lzz u@8~ ~~ffi~ 08eo Z~~<{ a.~o. I-~w~ :r:~~~ c..9 I- .... :::E ~o::>o ~ZOI 6:~~~ o~~~ U~wct a.zu.. la~ ::C:;E .... >- w ~ o~ O 02: ~~ I-- g SHEET NO, ~ ~ ~ A5,.2 ! > ~ b'6~.T f2:0J50ATE ! ~ Z.3 ROOF FRAMI G - ELEV - II