Laserfiche WebLink
- - - - ------ - ----- . . . ......... . <br />. . ....... <br />GENERAL FOUNDATION NOTES: <br />. .... . . .............. - <br />CD <br />THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. <br />SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY MOM BUILDING TYPICAL. <br />�1 <br />SLOPE GARAGE FLOOR lit' PER FOOT TO GARAGE DOOR OPENING. <br />10 <br />0 <br />VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. <br />REFER, TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. <br />FINISH GRADE SHALL PROVIDE Pov. rIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS <br />. . . . ......... .. ...... � <br />REPORT FOR ANY SPECIFIC REQUIREMENTS <br />REFER TO STRUCTURAL DRAWINGS FOR HOLODOWNS, FOOTING DETAILS. CURB THICKNESS, AND <br />...... ... . . <br />ISSUE DATE: <br />INFORMATION NOT SHOWN ON THIS PLAN, <br />05.05-2022 FOR <br />PLUMBING FIXTURES. VENT LOCATIONS, ETC, ARE APPROXIMATE CONTRACTOR TO VERIFY COUNT AND LOCATION. <br />REVIEW <br />VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS. WATER OR ELECTRIC. <br />VERIFY ALL DOOR THRESHOLD HEIGHTSTOHAnDSURFACES. <br />.. <br />.... . ... <br />.. . ............ . . . <br />REVISIONS: <br />7 34'MAX AT INSWING DOORS. <br />TYP STOOP AT INSWINGSLIDER DOORS;36"DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. <br />b PATIO SLAB �ILI <br />b <br />. . . .......... . ...... - - - - --- - <br />(PER 2-320 FLORIDA RESIDENTIAL BUILDING CODE; PROVIDE A SL;P�RESiSTANT FINISH. <br />. <br />. ..... . .... <br />FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH <br />................. . <br />$"DIA CONCRETE FILLED s rEEL PIPE EMBEDDED TWO CONCRETE FOOTING, <br />............. <br />............. . . . . . .... <br />WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED <br />. . ............ <br />SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE <br />. . - . . <br />................. ........ <br />REDWI-00 SET ALL EXTERIOR WALL SILLS IN MAS TIC, <br />- - - - -- ---------- . . . ... . ...... ........ . .......... ..... .. . . .. ... ......... . . . . ... ....... . . . .................. . - ................. . . .......... -1 <br />MAIN SLAB <br />..... . ..... . ...... <br />.......... - ... . ... ........ . . ....... . <br />EXTERIOR WALLS ARE OWENSIONE <br />OUTSIDE FACE. GRADE BEAMS AND APPLIANCES <br />. . . . ....... <br />ARE DIMENSIONED TO CENTER LINE. <br />. ... . ..... . .... ......... <br />..... . . .... <br />These drawings are the <br />REFER TO STRUCTURAL <br />[iZT ATED <br />N L.UR CATIONS <br />U LOAO BEAD <br />property of Start got <br />N <br />BEARINGWALLS !PRIOR TO POURi G! <br />Hw.es and aie not to be <br />OFCONCRETt. <br />utilized for con ruction, or <br />DRAWINGS FOR ALL <br />copied in part or inwhole <br />without permission from <br />the buWer. 2022 <br />FOUNDATION DIMENSIONS <br />Starlight Homes <br />. . ........... . .. .... ....................... ... <br />LAST REVISION <br />FOUNDATION KEYNOTE LEGEND <br />F1 LAB ABOVE <br />L" ABOVE <br />..... <br />............. . ............................ . .......... . .... ........... - ........... <br />. . <br />9 <br />10 <br />L <br />. . .......... <br />. ..... ... <br />. . ...... ........... <br />Ww <br />C70 <br />Cv <br />T <br />30ARAGE SLAB: <br />ce <br />qU.NFORCE PER LOCAL:: <br />CODE AND ENGINEER'S" <br />P . ........... <br />x C� z <br />.................. - ......... .. <br />Cf) <br />M <br />4' <br />6 OU98 AT EXTERIOR <br />Cl) <br />GARAGE WALLSSEE <br />. <br />URAL <br />STSTRUTFj <br />� <br />I\, <br />t- FOUNDAT.0 NW*ENS <br />. . . AT SITE SPECIFIC <br />CONDITIONS <br />SLAB <br />8'4' Y 1 &T <br />.1, <br />'37, PORCH <br />11'-7' 1' 71 <br />REINFORCE PER LOCAL <br />�CTDUE <br />AND ENGINEER'S <br />............ . ----- -- ........ . . <br />SPECIFICATIONS <br />71,2-- <br />