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4" CONC. <br />SLAB <br />4R'-0" <br />17' 2" 15'-4" 15'-6" <br />4'1" <br />7'-10" <br />TOT W <br />SLAB "' <br />I------------------- <br />------------ <br />TE-1 <br />. <br />1.E111 <br />-'''- <br />FM-16X18 1 i <br />FM-16X18w <br />I <br />73 <br />d .1 <br />IIIII <br />4"CONC. <br />SLBX <br />a. <br />I <br />N <br />m <br />I� <br />I <br />1 <br />4„ PVC x <br />I <br />I <br />CHASE <br />9,_2" <br />I <br />I <br />I <br />I <br />I <br />„10 <br />I <br />FM-i8X18 <br />3'-8" I <br />EXTEND t.i <br />r TE-2 U <br />I <br />i <br />SLAB 1 1/2" <br />„ <br />-3 1/21, <br />10'_9„ <br />2,_5„ <br />L <br />TE-2 <br />I <br />Ix <br />i i <br />1.1 I <br />0'-0" FIN. ELEV. <br />FIN. CONC. SLAB <br />1" PVC CHASE <br />I <br />I <br />„ FOR ELEC. @ <br />I <br />II „ ISLAND <br />I <br />i ii <br />I <br />i <br />' <br />7.1 <br />13'-2" <br />� 34'-10" <br />I <br />I <br />x <br />5'-6" <br />2'-8" <br />--- <br />tl 19'-8" <br />-----TEi----------------- , <br />I <br />I <br />L---- <br />I <br />EXTEND <br />iv <br />SLAB 1 1/2" <br />I <br />I O <br />I <br />I <br />I <br />I <br />I <br />I <br />5 <br />I <br />Iw - <br />I <br />I <br />IT-4" <br />24'-4" <br />I 20'-4` <br />I <br />I <br />2 <br />I <br />I <br />t.t <br />I <br />EXTEND <br />I <br />I <br />I x - <br />a <br />SLAB 1 <br />I FM_6X_-118_ 1/2" <br />Igo <br />o <br />O <br />�_____, <br />I <br />y <br />-3 1/2' I <br />I <br />I <br />x1 5' 5" 5" I <br />24"x24"x12" CONC. I <br />" I <br />1 <br />Zm ri I 1.1 <br />FTG. W/ (3) #5 I <br />REBARS EA. WAY I <br />W <br />g a <br />ON CHAIRS MIN. 3" <br />w io U I <br />24"x24'k12" CONC. I u! `o O w <br />COVER <br />4 <br />4 <br />;p m <br />FTG. W/ (3) #5 REMARS <br />1.1 FM <br />16X18 1.1 <br />5 1/2 <br />EA. WAY ON CHAIRS <br />1 I <br />------- <br />-� <br />?_ <br />---FM-i6X18 <br />MIN. 3"COVER <br />----------� L-- <br />E-t <br />ro <br />4 5' <br />-- 11.1 I <br />- FM-16X18- J <br />4 <br />,4„ <br />8,-0„ 4„ <br />-4„ <br />1.1 16'-0" <br />1.1 '4" l'-O^ 4'_4„ 1'-0" 6'4" <br />T-10„ <br />3,_2„ <br />6'1" <br />13'4" <br />48'-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'-011. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE.. <br />4. REFERENCE ELEVATION+ 0'4', 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 />11.0INDICATES #5 BAR, OINDICATES #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 402/602-16, USING: F'm = 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 j OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WUMA SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2' <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-16xl8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />(+)0'-O" <br />FMC-16xl8 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5'S <br />#5 IN CURB <br />VARIES <br />F-2424 <br />24" <br />24" <br />12, <br />(2) #5'S <br />(2) #S's <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />() 's <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) #5-. <br />#5 IN CURB <br />-0•.0 <br />FOUNDATION PLAN <br />SCALE: 1/4"= V-0" <br />I Ite01T10T8 <br />6 <br />GroupOL�. <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.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: 8134386-2628 <br />FAX: 813-886.2802 <br />ammnr,. <br />