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. .... ........ . . . . ... ........... ___ ..................... ......... . ........... ................... . . .... . ... ...... ........ ... . .... . . . ............. . . .. ...... ........... - . ... .......... ........... . . ............ . ................. .......... . ... .. . . . ... .... - . . ..... ....... . ......... ............................. . .............. . ............ .............. <br />GENERAL FOUNDATION NOTES: <br />. . ... .. . ... . ............ . . .... ... .... . . . . . ............... . . <br />THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. <br />SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING TYPICAL. 2 <br />0 <br />SLOPE GARAGE FLOOR 1/8* PER FOOT TO GARAGE DOOR OPEWNG. <br />VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. <br />REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. <br />FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS <br />. .. .......................... . . ......... ................. <br />REPORT FOR ANY SPECIFIC REQUIREMENTS. <br />.REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND 19-8 ISSUE DATE: <br />INFORMATION NOT SHOWN ON THIS PLAN, <br />•0505,2022 FOR <br />............... . . . . . . ....... .... . . ..... ... <br />PLUMBING FIXTURES. VENT LOCATIONS. ETC, ARE APPROXIMATE. CONTRACTOR TO VEPIFY COUNT AND LOCATION. <br />REVIEW <br />........ . <br />VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC. ... . . . . ....... . .... ... .... ...... - ----- <br />. . <br />VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. <br />REVISIONS: <br />7 3f4' MAX AT INSWING DOORS. PATIO SLAB 6 <br />TYP STOOP A I iNSWINGSUDER DCORS: 3(Y DEEP BY rf IE WIDTH OF I HE DOOR SERVED, MINIMUM. ... . ...... . .......... .... . . . . . ................ <br />WER 20e0 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP RESISTANT FINISH. <br />FOR THE USE OF EXPOSED GAS WATER HEATERS i N THE GARAGE, PROTECT THE WATER NEATER WITH <br />. ......... .. . . . ........ .. <br />CIA CONCRETE FILLED STEEL PIPE. EMBEDDED INTO CONCRETE FOOTNG. <br />...................... . ...... ....... . ... . . .. ... .. ..... <br />-W11QDCO ACTING CONCRETE OR MASONRY OR � PSS THAN CODE REQUIRED <br />NT MAIN SLAB SEPARAT TO GRADE SHALL BE PRESSURE TREATED TED OR FOUNDATION GRADE <br />ION <br />. . . ........ .......... <br />REDWOOD. SET ALL. EXTERIOR WALL SILLS IN MASTIC. <br />- - - — ­-­­­ - - - <br />EXrERIORWALLSAREDIIIAE . ....... .. . ....... .. <br />_FC <br />— -__--- --- - . .............. . . . . ........... .. . . ...... . . .......... F4- <br />OUTSIDE FACE. GRADE BEAMS AND APPLIANCES <br />ARE DIMENSIONED TO CENTER L INE ---- <br />. . ................ ............. . .... - .................. . .... ....... <br />.. . .. .. . ............... . .......... ... . . . ....................... <br />NOTE: LOCATED GRACE VEiiWYALEGRADE <br />Tnese drawings are the <br />BEAM 1'1�_AT :UNDER ALL LOAD PRIOR POURING <br />BFARINGWALLS <br />property of Starlight <br />......... . ..... .­ . .... ..... . ------ - <br />OFCONCRETE. <br />REFER TO STRUCTURAL .......... <br />Homes and are not to be <br />Utilized for construction, or <br />copied in part or in viftle <br />DRAWINGS FOR ALL <br />withoit permission from <br />the bui;dpr. �� 2022 <br />FOUNDATION DIMENSIONS Starlight Homes <br />+ <br />.. . . . ..... ............ . .. . . ............ .... ... . .......... . . .......... <br />LAST REVISION <br />till, <br />FOUNDATION KEYNOTE LEGEND <br />. . .......... . .... ..... ..... .. .. . ..... .... .. . . .......... <br />._ <br />+FfUNE OF SLAB <br />F2 !LINE OF FRAMED WALL ABOVE <br />T SAVED B Oj <br />_45 <br />Cv <br />t <br />c7ft <br />GARAGE SLAB <br />REINFORCE PER LOCAL <br />CODE AND ENGINEERS <br />SPFCIFICAT�ONS <br />LL <br />ca <br />..... . .. . ..... ...................... . ....................... <br />z <br />x 0 <br />UJ T <br />CL <br />XIA <br />4' <br />M <br />6' CURB AT EXTERIOR a. <br />11i GARAGE WALLS, SEE <br />FCR�NDATJON WIDENS <br />STRUCTURAL <br />AT SITE SPECIFIC LO <br />_O.NDiTK)NS <br />. ........... . 11- <br />PORCH SLAB <br />1,1- 1"V7 V2'- REINFORCE PER I.,OCZ] <br />. .... . 1) A ENGINELErs COOE N <br />. . . ...... .. . . .. . ............ •SPECIRCATIONS <br />7 V2" 7 1 f2�­ <br />.SLAB PLAN 'B' <br />IA1'0' AT 22'>3a- LAYOUT IA1`=V1J-AT1 XI-LAYXF <br />