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DESOTO STREET AO SI{EET INDEXI SITE PIANIARCHITECT <br /> 92.674' A7 FOUNDATION PLAN <br /> ® A2 FLOOR PLAN <br /> A3 EXTERIORELEVATIONS <br /> A4 BUILDING SECTIONSI WALL SECTION: <br /> I <br /> PREA CALCULATIONS: <br /> LI MAIN LEVEL E%ISTING AREA =809 S.F <br /> PROPOSED MAIN LEVEL AREA =1,921S <br /> TOTALAREA =2,530 SF <br /> I XISTING ' i~~ I ARC <br /> 1. HERE DISCREPANCIES EXIST BETWEEN TH <br /> I I CODE, THE MOST RESTRICTIVE SHALL APPLI <br /> RESIDENTIAL CODE IIRCI, <br /> 2.IN7ERIOA DIMENSIONSARE SHOWN 70 CE <br /> 3. EXTERIOR DIMENSIONS ARE SHOWN TO FF <br /> 4. CONCRETE SHALL BE AIR ENTMINED WITI <br /> PROPOSED FOUNDATION WALLS ~ 3,000 PSI <br /> 1921SF GAMGEFLOORSIABS-3,000 PSI <br /> 5. MINIMUM ASSUMED SOIL BEARING CAPACI' <br /> E $ LNG I IN 6.FOUNOATION WALLSCMWL SPACE SHALL <br /> 0 609 S.F, FOOTINGS SHALL EXTEND BELOW THE FRC <br /> 0, f00TING5 SHALL BE A MINIMUM OF 161NC' <br /> NI 25'-67/2. F`j4~ 0'-0"}I <br /> rY ~„ai~' 9. FOUNDATION WALLS SNALL BEAMINIMUM <br /> 10.REINFORCEMENT, IF SPECIFIED, SHALL Ii <br /> 1~' J- - <br /> 71.CONCRETE FLOOR SLABS SHALL BE A MIf• <br /> OR CRUSHED STONE. <br /> SIDEWALK 12. ANCHOR BOLTS ~ MINIMUM 1/2-INCH ARCH <br /> INCHES OF THE END OF EACH SILL PLATE. <br /> w \ ( 13. WHERE FLOORJOISTS ARE PARALLEL TO <br /> THE i0P BY SOLID BLOCKING FORA MINIMUf, <br /> O N <br /> 6 <br /> 91.966' <br /> NOEL DRIVE WIN <br /> / MODEL UNIT SRE ROUGH <br /> <br /> / Y~ SITE PLAN ~ 1 MOHB6060.2 Bo° <br /> AD SCALE: 1" = 20'-0" N 2 MATCH EXIST. <br /> 2 <br /> <br />