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<br />I <br /> <br /> <br /> <br />1 <br /> <br />2X4 PLATE FASTENED WI~"41 ANCHOR <br />eoI.- T W2" FLAT v-lASHER YV"'MIN. <br />EMBEDMENT 4" INTO BOND BEAM @ <br />4'-0" O.C. TYP. <br /> <br />2X NAILER <br /> <br /> <br />2X4 VERTICAL BRACE ADDED TO <br />EVERY VERT. OVER 4' IN I.-ENGTH. <br />BRACE TO BE MIN. 2>0% LENGTH <br />OF VERT. TRUSS MEM6ER FASTEN <br />BRACE TO VERT. Wllbd COM. <br />NAILS C 12" O.C. <br /> <br />TYP. INTERIOR TRUSSES <br /> <br />BOTTOM C.HORD OF TRUSS <br />FA:;,TENED TO PLATE Wlbd COM. <br />NAII.-S e 1::2" O.c.. <br /> <br />~"41 ANCHOR eOL T Wl2" FLAT <br />01ASHER YV"'MIN. EMBEDMENT <br />4" INTO BOND BEAM c 4'-0" <br />O.C. TYP. <br /> <br />MIN. IX4 LATERA!.. BRAC.ING, CONT. PER <br />TRUSS MANUF. SPECS. <br /> <br />~" GYP. CEILING SOARD <br /> <br />TYP. END TRUSS TO MASONRY DETAIL <br />N.T.G. <br /> <br />PRE-MANUF. ROOF TRUSSES 4:P 24" O.c.. <br /> <br />R~O (MIN.) BATT INSULATION IN CEILING, MAINTAIN ~" <br />CLEARANCE BTl^lN. INSUL, 4 ROOF <br /> <br /> <br /> <br />~" 4-PL Y CDX PI... Yl^lD. NAILED Y'Ve>D R/S NAILS e>" O.C. ON <br />EDGES t 10" O.C. IN FIELD. USE ~" STEEL PL... YCLIPS, **15 FEl- T <br />AND 90 YR, ARCH. SHINGLES RATED FOR 110 MPH l^lINDZONE. <br />PROVIDE ADEQUATE CONT. RIDeE VENTS, PER CODE. <br /> <br />SIMPSON HETAIe> TRUSS ANCHOR OR EaUIV. (19b5LE3. UPl...IFT <br />RATING) @ ALL TRUSS TO MASONRY ~ALL CONNECTIONS <br /> <br />ALUMNINYL FASCIA ~/CONT. VENTILATED SOFFIT <br /> <br />2X6 SUBFASCIA l^l/I~" ALUM. EAVE DRIP <br /> <br />POURED l...INTEL WI CO NT. **5 REBAR <br /> <br />PRE-CAST ~INDO~ TRIM <br /> <br />I" DO~ SLUEBOARO INSUL. OVER i" P.T. FIRRING <br />STRIPS (POI... YFILM OVER FIRRING), FINISHED wb" <br />eYP5UM SOARD <br /> <br />PRE-CAST LINTEL OR STEEL LINTEL OVER ALL ~INDO~ <br />4 DOOR OPENINeS <br /> <br />ALUMINUM SINGLE-HUNG l^lINDOHS RATED ~OR \10 MPH <br />l^lINDZONE <br /> <br />TYP. MARBLE WINDOW SILL IN c5ROUT BED <br /> <br />r: <br />::[ <br />I- ~ <br />~ - <br />_ --1 <br />~ ~ <br />ti = <br />J: () <br />-' <br />2 ~ <br />:f <br />d:) <br />-' <br />-D <br /> <br />LIVING AREA <br /> <br /> <br />PRE-CAST ~INDOW SILL <br /> <br />e>" CONCRETE BLOCK WALL - TYP. <br /> <br />STUCCO FINISH <br /> <br />**5 VERT. REINFORCEMENT IN CO NT. FILLED CELL W <br />25" MIN. OVERLAP AND bIt HOOf< INTO FOOTING <br /> <br />~OOD BASEBOARD - TYP. <br /> <br />4" BOOO PSI CONCRETE SLAB lAllTH e>"Xb" **10/10 lAlWM <br />OVER e> MIL. POLY VAPOR BARRIER OVER CLEAN <br />COMPACTED, TERMITE TREATED SOIL. <br /> <br />FINISHED GRADE TO BE FIELD DETERMINED <br /> <br />e>1.-0r:>e TO OAAIN <br />- <br /> <br />#5 STD. HOOKED FOOTING DO~L <br /> <br />TYP. ,B"XI6" FOOTINe ~ITH (2) **5 REBAR <br />CONT. ON B" HleH CHAIRS <br /> <br />TYPICAL ~ALL SECTION <br /> <br />Gcale B/41=J'-0" <br /> <br />~ <br />l <br /> <br />1 <br />~ <br /> <br />" <br /> <br />HETA-Ib TRUSS ANCHOR OR EGUIV. c <br />EA. TRUSS TO MASONRY CONNECTION <br /> <br />PRE-ENGINEERED TRUSS SYSTEM c 24" <br />O.c.., INSTAI.-I.-ED PER MANUFACTlJRER':;, <br />SPECIFICATIONS <br /> <br />\ <br />'\ <br />\ <br />",,'-c' \ <br /> <br />L APPLY SHEATHiN<$ TO CENTER TRUSS <br />TO PROVIDE CONTINUOUS DRAFT STOP <br />BETWEEN UNITS <br /> <br />50'-0' <br /> <br />2'-C' 2 '-C' <br />v TYP. ,)'-4' ,)'-4' v TYP. v <br />t1 t1 r t1 t1 <br /> <br />,v <br /> <br />~ <br />\ <br /> <br />N <br /> <br />II) <br /> <br />5:12 <br /> <br />RI <br /> <br />N <br /> <br />.. <br />II) <br /> <br />/ I I <br />/ / / <br /> <br />ROOF PLAN <br /> <br />SCALE 1/4"= 1'-0" <br /> <br />/ <br /> <br />'\ <br />r . ~,,* <br />G' Y'\\ <br /> <br />"I / <br /> <br />( {ty' <br />~\ <br /> <br />\ ",f.c1. <br />.\ \ '\' <br />-,..7r ~ <br />~\. c~ <br />~P' <br /> <br />:>J. - <br /> <br />!vv <br /> <br />! :12 <br /> <br />11 <br /> <br />~ <br />~ <br /> <br />".0' <br /> <br />5'-0 <br /> <br />9 <br />r- <br /> <br />~ <br /> <br />9 <br /> <br />Theae plans were prepared for this buldlng as a minimum service by the ~.Igner. The <br />Contractor and/or Ovmer must verify all dimension, and actual site conditions. The <br />designer doe. not accept any ret!lpO(lslbUlty for omteatons or errors contained herein. The <br />clteI'It understands that the desIgner corrlet no ltabalty Insurance and therefore agrees to <br />hold harmless and ~fend the designer from all claims, 1081" and .xpenaet (lncludtng <br />reasonable attorney fee,) ansmg OIJt of Of' resulting from the project. The des19ner wDl In <br />good faith attempt to pro~de error free canstructlon drawings, but In the '\lent errors <br />o<:cur. the designer wal not be nobl. for cost of repairs or delay to the construction. <br /> <br />:z <br />::iff) <br />-1~ <br />- a.. <br />~' w <br />O~ <br />::2:~ <br />w ~ <br />ZO <br />-....... <br />---IV> <br />~a <br /> <br /> <br />~ <br />~ <br />U <br />:::E <br />w <br />Z <br />~ <br /> <br />w <br />~ <br />~ <br />~ <br />i <br /> <br />N <br />lh <br />~ <br />-' <br />u.. <br />~ <br />-J <br />:f <br />0:: <br />>- <br />~ <br />w <br />N <br /> <br />..... <br />~ <br />..... <br />;::: <br />co-; <br />- <br />co <br /> <br />r- <br /><0 <br />CO <br />CO q <br />o ...-L-- <br /><0 C"oIr- <br />f2 ~~ <br />:tt:' N. <br />. 0::: LO U') W <br />OONC')J- <br />::iZ~..<9 <br />~OM~@) <br />u..~~u..~ <br />'::S -lOa: <br />~-1E~?I: <br />a.;SUqa. <br />:r:>W~W <br />~o>O~N <br />-0<( <br />~O>ON-I <br />(f)0> ~~ <br />;: Uia] <br />. z <br />o 0 <br />:r: <br />0.. <br /> <br />en <br />Q)>:C c -0 ..- <br />.+J .- 0 0 <br />.,g Q) OV~ <br />"U..o c -c ".... <br />- Q) ~-o +J . <br />+J ~ 0'- C (I) <br />o .~.+J ~.- '0 -0 lJj <br />.c ~.+J"U ~ 0 0.: <br />+J ~ ,- '- <D () <br />>... .,.,..c: 0 0 <br />Lo , .,.., ..., +J ,+-,,, ~ <br />;= ..., C'- "-L# C <br />.+J C :J ~ en"-.- <br />....00 +J "U <br />Q) ~q)cc;: <br />0-0 OQ)O:3 <br />>.Q)"U C E:+Jm ~ <br />.oECO 0 .;:> <br />Q)....O~~Q)OC <br />.... 0 ~.- (/)"U 0 'U <br />Q) ~ c E:J 'C :.J .- <br />..c: '- 0 ~ '- 0'- > <br />Q)_OQ)V_"UO <br />_ a. a. 0 '- o.L1- Q) 0 <br /> <br />. <br />..c: <br />.+J <br />.- <br />E <br />(f) <br /> <br />'<.. ,~ <br /> <br />~\ <br />~' <br /> <br />(/) <br />W <br />X <br />W <br />--1 <br />wo.. <br />N=> <br />W.O <br />Ww <br />0:::::::> <br />CO Z <br /><(W <br />W> <br />00<( <br />:r: <br />I- <br />0:: <br />o <br />Z <br /> <br />--I <br />u.. <br /> <br />.. <br />(/) <br />--1 <br />--I <br />- <br />:c <br />0::: <br />>- <br />:c <br />0.. <br />W <br />N <br /> <br />Issue Date: <br />01.03.05 <br /> <br />. <br />Drawn By: <br />WVVM <br /> <br />1204-06 <br /> <br />WALL SECTION <br />ROOF PLAN/DETAIL <br /> <br />