Loading...
HomeMy WebLinkAboutBIN A-3 PERMIT 6083 " ".,. '-. '. ~ c . - ~ .I' .'., ~ . ' r- .. V (to' \ v"\ ><.-\ ., . ~ \1''V';jY , . . V)... ~ .1-'; g-.. '~~ 0 v .< \)C> ~ ''\~ \rJ'-e/ " ~.' \,0 . ~1/._ ~v ()~q; U \'\ ' ~,c., ,( ,? /0-\/ \.(/'1 '"l '~ ~ (-;t\ , " \.;> , B ,. . ~' " r' .: r , . " , ,> " E'llS'l' E1LEVA'l'/ON SCALE' 1/4" 1 ' . NEW Bf;OROOM '€) eXISTING WOOD FRAME HO~SE ~ >. CIONVENTIONAl F~ME TO D<tSTING Roo..- ---- COt-.'VENTIONAL FRAME TO EXISTlNG ROOF' ............ PRE-ENGINEERED TRUSSES (BY OTH(RS) @ - --.. @). ---- REMOVE. EXISTING WINDOW., &, INSTALL NEW DOOR ~7 J-~FLQOR'PLAN ~l/ ~ 'fI.~~' SCALE' 1/4" -'I)' " ~'.e f\), " . f t;tJ , ,v <J" ~)) 0"' U l' ,,' 'k .,"'~., ~ '. ~ ~ '_, "J .;Y . J: ,,} " (\ I . . ,.J . '\T 'I' ,Qj ',-':;:\J ':;::'. ,~ "f ~ ('I ~ 'J~ " ''J r'~ u -~ 7'-f$' · f',~ ,~\tV . ~", NORllH E'LE1VAl1/0N '~~Gf1LE 1/4" 1 ' EXISTING HOUSE EXISTING HOUSE I. ,(' .. . . .' ': .1 -~ . . , ::r . , ,....-,~.- ,- '-- -j- , ) PRE-ENGiNEERED TRUSSES (BY OTHERS) SfOU7'fI. E1LE1VAT/ON SCf1LE1 1/4" 1 ' 2X~ LADDER AT 24'" O.C. ATTACH TO TRUSS TOP CHORD W/HUGHES HC AT 24" O.C. PRE ENGINEERED \lD TRUSS a 24' D.C. BY OTHERS CONT. 2X4 W/2-12tj NAILS MATCH EXISTING SHINGLES 15 L~ ROOfIN~ fELT 112' PL YVOOJ) (COX) SHEA THING HURRICANE ANCHOR @ EACH TRUSS HUGHES RT 19 OR EQUAL METAL DRtP 4 GABLE END TRUSS 112" DR'YWAlL F AcrA, RT10 @ EACH STUD -~ STRUCTURAL SHEATHING TO BE CONTINUOUS ACROSS JOINT SEE PlAN FOR ATTACHMENT (2) 2)(12 HEADERS HUGHES HST622-l STUD STRAP EACH SIDE OF HEADER VENTED SOFFIT 16' OVE~HANG SIDING OVER 15 La. fELT ALUM FRAMED VINDOV (SEE PLAN FOR SIZE> VINYL SIDING OVE~ 1 It' PLYWOOD OR . STRUICTl,JRAI.. THE,RMOPl Y 2X4 STUD VALl. Q 16' D.C. ' '. lit" DRYWALL' R-l1 BATT . INSUlATION ANCHOR aOL T @ J't! O.C. FIN. FLOOR 'J/4- COX DECKING ~ OVER 2XS FLOOR . '>-...: JOIST @ 10' O.C. " R-1 r SATT ---,,' INSULATION ~~~~ ~ <7.tIt,. GRADE VARIES Jf;:;:dI'#3IF"!1 ~ b~W'- (\.1 (Y'1 ' '~UE17Jffi~~~" ~ ,s\'\AW U,,~ (V)<"<" ,ifll,ldlth~J'i,r~1' (2) 15 CONnNUOUS J,~ (}-\:t ~ ~ 2X4 .'" OR .1.... BACK AT VERTICALS LONGER THAN 48" WI 12d NAILS AT 12. O.C. PROVIDE 2X4 STRONG BACK If' GABLE TRUSS IS TALLER THAlf 8 F001. " 2X4 BLOCKING AT 4'-0" O.C. fRO~" GABLE END BACK s'-If BElWEEN TRUSS BOTTOM CHORDS Gl'PSUM SHEATHING DOliSLE 2X4 TOP, PLATE 2Xl> STUOS AT 16" O.C. OR HEADE.R . GABLE' E'ND TRUS1S WALL OR f/E'ADE1R ON F'RA},[E" P,T. 2X4 BOTTOli PLATE USE HUCHES TP4X @ CORNERS .3( ALTERNATE STUD TO BOTTOM PLATE CONNECTOR ' CONTINlJO'US , BONO BEA./"( WI (1) 15 ? YENT1NG PER CODE VERTICAL POURED CEll @ 4'-0" O.C. WI (1) 15 .' - TYPICAL SGf1LE1 3/8" 1 ' ~VALL StEeT/DiV , " " . "r .. 'f ROOF - StiEATH1NG. OECKING ~ Si()ING MUNG SCHEOOlE FOR COx PL WvOOO OR ..StRUCTURAL n'iERMOPl Y, USE ad CC NAILS ~ACE ~ Q.C-. AT EDGES. ANO f5' O.C. ON INTERMEDIATE FRAMING. , , .~. :... . < ,.... . .\ t.. \. ~ , . , " . . , '. '. (f). ..:J .. .W I - Z <( 01 PLANS REVIEWeO DATE _. cr~ '-!._-=-J.i__-:.__ B'UllDfNG DEPT. ,\PPROVEO ?:.~_ -I HEREBY CERTIFY, THAT 1 HAVE REVIEWED THE ATTACHED DESIGN AND FOUND 'Ir. TO 8E, IN COMPUANCE WITH SECTION 1205 Or THE 1991 saccI STANDA~P, 8UILDING CODE.. ..,:.. . ," , ' /'.. !-, ; 4 - ,'~ .~