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4"CONIC-1-11 <br />SLAB <br />-11 <br />48'-0" <br />17'-2" 164" 15'-6" <br />4,4' <br />T-10" <br />5'-0" <br />1'4" <br />9'-8" <br />4,-6" <br />TOP OF� <br />SLAB <br />FM-16X18 <br />.JIT <br />E-1---------- <br />111110111 <br />FM-16X18 <br />----- <br />3Ii14" <br />CONC. <br />SLAB4" <br />J31 <br />PVCCHASE <br />9'-2" <br />-31/2' <br />I <br />11-------tEXTEND <br />3'-8" I <br />1.1 <br />r T€.J <br />I <br />1 <br />SLAB 1 15C <br />-31/21 <br />I <br />101_91 "1 <br />11 <br />2'-5" <br />L <br />TE-2 l <br />I <br />12 <br />I <br />11 <br />I <br />1.1 <br />ILL <br />1 <br />a <br />I <br />I <br />1 i <br />ii <br />I <br />m <br />111 1111 M <br />I <br />I <br />1 <br />o <br />i i i 0'-V FIN. ELEV. <br />FIN. CON[. SLAB <br />1" PVC CHASE <br />I <br />FOR ELEC. @ <br />I <br />ISLAND <br />I <br />ii <br />I <br />1 <br />i i <br />I <br />i i ii <br />I <br />( <br />11 11 <br />j1 <br />I <br />I <br />U <br />13'-2" <br />� 11 34'-10" <br />1 <br />I <br />11 <br />j1 <br />I <br />I <br />2'-8" <br />-- <br />-----TE•1 <br />----------------- � <br />I <br />I <br />---- <br />EXTEND-31/2 <br />iv <br />SLAB 1 1/2" <br />I <br />O <br />I <br />I <br />I <br />I <br />I <br />I <br />.1 <br />' <br />I <br />I X4- <br />24'4" <br />I 20'-4" <br />I <br />I <br />I <br />I <br />1'1 <br />Z°of' <br />III <br />SLAB 7 <br />"L FM_16X78 <br />mR <br />—EXTEND <br />Illl <br />31/2"v -3 <br />II <br />II <br />b'x <br />IF, <br />IL <br />14 <br />4 -51/2"+ <br />I <br />1 1 <br />S11 <br />-- <br />FM-16X18 1•i------ FM-16X18 <br />-- <br />--J L-- <br />— — — — — — — --- <br />4 <br />FM-16X18 1' J <br />-------- <br />rllff <br />4 <br />1'-8' <br />Sid 16'-0" <br />•1 '4" 6'4" <br />6'4' <br />Y-10' <br />3,_2" <br />28'4" <br />13'4' <br />a8'-o" <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 -4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-Y-O', 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 />9. 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 />11.171NDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 90' <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 />BEEN DELETED UNLESS NOTED OTHERWISE. <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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 4 OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />Bx8 W1.4xW1.4 OVER <br />GENERAL <br />31/2" <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-t6x18 <br />18" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(+)0'-0" <br />FMC-16x18 <br />18" <br />CONTINUOUS <br />181, <br />- <br />Ss <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />(+)0"-0" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />s <br />- 0'-0" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />#5 IN CURB <br />- '-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />6 <br />GrouoL� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOODFL32750 <br />1`14:407-WZ4 78 <br />FAX: 407-7744078 <br />www.abd"gngroup.com <br />AA #: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:$13406.2628 <br />FAX: 813888.2802 <br />0111111111: <br />D � 02/03/21 <br />91CALE: 1/4"=1'—O" <br />DIEM T <br />s1 <br />