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73'-8- <br />'-4• <br />53'-0' <br />20'-4• <br />10'-10' <br />20'-l' <br />7'1" 6'-11" <br />28'-W <br />25'-4' <br />5'-0' <br />23'-0' <br />3'-6" 8" <br />TOP Of <br />4 <br />1.1 <br />SLAB <br />_v <br />—CO--- <br />----- <br />-- -- <br />----- ---- <br />-- — <br />— -- <br />4' D. <br />FM-i6X18— <br />§ <br />FM-18 <br />FMC-18X18 <br />1 <br />SLAB <br />4 <br />1 <br />1/2 <br />12 w i� <br />1 <br />1.1 <br />I <br />O 1.1 <br />2 <br />j <br />TE-1 <br />0 <br />I PRE- <br />m <br />60 <br />t5 <br />i60 <br />LLI <br />i PLL9'1B <br />v <br />I <br />LT <br />LL <br />I <br />a <br />I <br />1 <br />WI <br />N <br />,.1 <br />4" PVC - <br />`° <br />L. I- <br />L — — — <br />FM-16X18 CHASE— — — <br />` <br />I <br />m <br />3 1/A2' 1 <br />SLOPE 2' <br />Y <br />I <br />7 <br />10'-0" zI <br />I <br />,.t <br />31/2" <br />28'-7 <br />fi'-T <br />SLOPE 11F <br />r.---�1 <br />m <br />SLOPE 1/8•, <br />I PER FT. I <br />x <br />PER FT. <br />I <br />( EXTEND <br />14' CONIC. I <br />I <br />cO <br />SLAB 1 1/2. <br />I SLA.* I <br />1 <br />ISLAB <br />u1 4' CONC. <br />I- <br />ILL <br />N <br />`` a <br />3 <br />°� 7 <br />2 <br />SLAB <br />I <br />FMC-16X18 1'i <br />_ <br />— <br />— <br />4 <br />I <br />I <br />. <br />fV <br />CWC-12X12 <br />I <br />1v I <br />I <br />I EXTEND <br />SLAB 1 112' <br />I <br />I� <br />EXTEND <br />m <br />3'-4" T-0" <br />SLAB 1 1/2' <br />�I6'-8" <br />" <br />LL <br />6'-4• <br />— <br />r FM-16X18 <br />1 <br />x <br />� <br />1 <br />716X19 <br />m <br />ILL <br />II <br />13'-8' <br />II <br />m I m <br />II <br />1' PVC CHASE <br />I <br />9 <br />FOR E77 <br />c <br />(� SLANDI <br />v <br />I 3 <br />1 <br />1 <br />1 I <br />1.1 <br />II FM-16X18 <br />1.1 <br />t FM-16X18 <br />6'-0" O/C MAX., <br />TYP., UD <br />W.-W <br />8'-2• <br />68'-4 <br />76'-0' <br />SLAB SCHEDULE <br />SLAB <br />1 THICKNESS <br />REINF. <br />REMARKS <br />8xe W1.-1.4 OVER <br />GENERAL <br />3 112' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF, <br />T.O.F. <br />SHORT <br />LONG <br />FM-18x18 <br />16' <br />CONTINUOUS <br />18' <br />- <br />FMC-18x18 <br />15' <br />CONTINUOUS <br />18' <br />- <br />#5s <br />#5 IN CURB <br />VARIES <br />CWC-12X72 <br />12' <br />CONTINUOUS <br />12' <br />#Ss <br /># s <br />(+0'-0' <br />TE-1 <br />8' <br />SEE PLAN <br />8' <br />- <br />5s <br />#5 IN CURB <br />F-24x24 <br />24' <br />24' <br />124 <br />#5 s <br />2 Iva <br />+ p•.p• <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0' <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-0'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0', SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />0. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13INDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO. FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 80°. <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 <br />30', #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm <br />2,000 PSI, TYPE "M" OWS" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />GrouJt2. <br />41 N. RONALD REAGAN BL <br />LONGWOOD,FL32150 <br />PH:401-774.6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />gtmDm at LAT: <br />SILVERADO <br />LOT #14 <br />BLK #13 <br />PROJI.CT* <br />03719.000-14131 <br />HODMIZA <br />"2558-HAWTHORNE" <br />awftAGE tstttING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH E . B <br />