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E1LE1VAT/ON <br />SCf1LE1 1/4" 1 ' <br /> <br />2X~ LADDER AT 24'" O.C. <br />ATTACH TO TRUSS TOP <br />CHORD W/HUGHES HC <br />AT 24" O.C. <br /> <br /> <br />PRE ENGINEERED \lD <br />TRUSS a 24' D.C. <br />BY OTHERS <br /> <br /> <br />CONT. 2X4 <br />W/2-12tj NAILS <br /> <br />MATCH EXISTING SHINGLES <br />15 L~ ROOfIN~ fELT <br />112' PL YVOOJ) (COX) SHEA THING <br /> <br />HURRICANE ANCHOR @ EACH TRUSS <br />HUGHES RT 19 OR EQUAL <br />METAL DRtP <br /> <br />4 <br /> <br />GABLE END TRUSS <br /> <br />112" DR'YWAlL <br /> <br />F AcrA, <br /> <br />RT10 @ EACH STUD -~ <br /> <br />STRUCTURAL SHEATHING <br />TO BE CONTINUOUS <br />ACROSS JOINT <br />SEE PlAN FOR ATTACHMENT <br /> <br />(2) 2)(12 <br />HEADERS <br />HUGHES HST622-l <br />STUD STRAP <br />EACH SIDE OF HEADER <br /> <br />VENTED SOFFIT <br />16' OVE~HANG <br />SIDING OVER <br />15 La. fELT <br />ALUM FRAMED VINDOV <br />(SEE PLAN FOR SIZE> <br />VINYL SIDING OVE~ <br />1 It' PLYWOOD OR . <br />STRUICTl,JRAI.. THE,RMOPl Y <br /> <br />2X4 STUD VALl. <br />Q 16' D.C. ' <br /> <br />'. <br /> <br />lit" DRYWALL' <br />R-l1 BATT <br />. INSUlATION <br />ANCHOR aOL T <br />@ J't! O.C. <br />FIN. FLOOR <br />'J/4- COX DECKING ~ <br />OVER 2XS FLOOR . '>-...: <br />JOIST @ 10' O.C. " <br />R-1 r SATT ---,,' <br />INSULATION <br /> <br />~~~~ <br />~ <7.tIt,. GRADE VARIES Jf;:;:dI'#3IF"!1 ~ <br />b~W'- (\.1 (Y'1 ' '~UE17Jffi~~~" ~ <br />,s\'\AW U,,~ (V)<"<" ,ifll,ldlth~J'i,r~1' (2) 15 CONnNUOUS <br />J,~ <br />(}-\:t ~ ~ <br /> <br /> <br />2X4 .'" OR .1.... BACK AT VERTICALS LONGER <br />THAN 48" WI 12d NAILS AT 12. O.C. <br />PROVIDE 2X4 STRONG BACK If' GABLE TRUSS <br />IS TALLER THAlf 8 F001. <br /> <br />" <br /> <br />2X4 BLOCKING AT 4'-0" O.C. <br />fRO~" GABLE END BACK s'-If <br />BElWEEN TRUSS BOTTOM CHORDS <br />Gl'PSUM SHEATHING <br />DOliSLE 2X4 TOP, PLATE <br />2Xl> STUOS AT 16" O.C. <br />OR HEADE.R . <br /> <br />GABLE' E'ND TRUS1S <br />WALL OR f/E'ADE1R <br /> <br />ON F'RA},[E" <br /> <br />P,T. 2X4 BOTTOli PLATE <br />USE HUCHES TP4X @ CORNERS <br />.3( ALTERNATE STUD TO BOTTOM <br />PLATE CONNECTOR ' <br /> <br />CONTINlJO'US , <br />BONO BEA./"( <br />WI (1) 15 <br /> <br />? YENT1NG <br />PER CODE <br /> <br />VERTICAL POURED <br />CEll @ 4'-0" O.C. <br />WI (1) 15 <br /> <br />.' - <br /> <br />TYPICAL <br />SGf1LE1 3/8" <br /> <br />1 ' <br /> <br />~VALL <br /> <br />StEeT/DiV <br /> <br />, <br />" <br /> <br /> <br /> <br />" . <br /> <br /> <br />"r .. <br /> <br /> <br />'f <br /> <br />ROOF - StiEATH1NG. OECKING ~ Si()ING MUNG SCHEOOlE <br />FOR COx PL WvOOO OR ..StRUCTURAL n'iERMOPl Y, USE ad CC NAILS <br />~ACE ~ Q.C-. AT EDGES. ANO f5' O.C. ON INTERMEDIATE FRAMING. <br /> <br />, , <br /> <br />.~. :... <br /> <br />. < <br /> <br />,.... . <br /> <br />.\ <br /> <br />t.. \. ~ <br /> <br /> <br />, . <br /> <br />, " <br />. . <br /> <br />, <br />'. <br /> <br />'. <br /> <br />(f). <br />..:J .. <br />.W <br />I <br />- <br />Z <br /><( <br />01 <br /> <br />PLANS REVIEWeO <br />DATE _. cr~ '-!._-=-J.i__-:.__ <br />B'UllDfNG DEPT. ,\PPROVEO ?:.~_ <br /> <br />-I <br /> <br />HEREBY CERTIFY, THAT 1 HAVE REVIEWED THE ATTACHED <br />DESIGN AND FOUND 'Ir. TO 8E, IN COMPUANCE WITH SECTION <br />1205 Or THE 1991 saccI STANDA~P, 8UILDING CODE.. <br /> <br />..,:.. <br /> <br />. ," <br /> <br /> <br /> <br /> <br />, ' <br /> <br />/'.. !-, <br /> <br />; <br /> <br />4 <br />- ,'~ .~ <br /> <br />