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r0 M�.rru <br />-- - ----------------- <br />SHOP <br />-- --------------- ............. <br />........................... <br />GA RAGE <br />rca <br />PROPOSED <br />CARRIAGE HOUSE <br />............ .... ........................... ............. ------ <br />---- ------- ----------- - -- <br />i FOUNDATION NOTES: <br />• FOUNDATION WALLS AND FOOTINGS SHALL <br />BE 3000 PS) WATER/CEMENT RATIO 0.48 <br />INTERIOR CONCRETE SLABS SMALL BE 3150 PSI, <br />WATER /CEMENT RATIO 0.45 <br />EXTERIOR CONCRETE SLABS SMALL BE 4000 PSI, <br />par z <br />WATER /CEMENT RATIO 0.44 WITH 4%-bt AIR ENTRAINMENT uv <br />acna PLUMBER TO VERIFY AND LOCATE ALL REQUIRED DRAINS <br />----------- — — --------------- - -- <br />AND SUPPLY LINES <br />............ . ................... <br />-CONTRACTOR 70 VERIFY ALL SOIL CONDITIONS FOR PROPER <br />BUILDING CONDITIONS AND LOAD BEARING REQUIREMENTS IN <br />ACCORDANCE WTH PROPER ENGINEERING PRACTICES <br />ALL FOOTINGS TO BE SUPPORTED ON UNDISTURBED NATURAL <br />SOILS OR ENGINEERED FILL, TO ACCOMODA75 ALL <br />BUILDING LOADS <br />..... .................... -------- ................ ... <br />CARRIAGE HOUSE <br />SLAB FOUNDATION <br />Ce <br />I <br />GARAGE <br />--------------------- <br />— I I ON <br />15T FLOOR UFFSPACE <br />PRELIM 5 <br />(Qj 2015 <br />SUN ROOM <br />FAMILY ROOM <br />II <br />................. <br />BREAKFAST <br />zz <br />LIVING ROOM <br />ar <br />• <br />— I I ON <br />15T FLOOR UFFSPACE <br />PRELIM 5 <br />(Qj 2015 <br />