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CTE <br />4" CONC. <br />SLAB <br />z <br />9 <br />U :' <br />q <br />io <br />17'-2" 15'-4" 15'-6" <br />4'4" <br />T-10" <br />5'-0" <br />1w <br />9'-8" <br />4'-6" <br />T-6" <br />TOP OF� `4 <br />SLAB `� <br />— — — — — — — — — — — — <br />FX18 <br />------------------- <br />T <br />— <br />FM-6X <br />3— <br />11 <br />1.1 IIIIItIIII1I <br />4" CONC. <br />SLAB <br />PVC 1a x <br />/-16 <br />CHASE <br />3'-1' 9'-2" <br />1M <br />a 1/2" <br />FM•16Xi8 <br />3'-B" I <br />I <br />it <br />EXTEND 1.1 <br />r J <br />I <br />SLAB 1 1/2" <br />I <br />11 <br />NI <br />WI I <br />11 N <br />-31121 <br />;1 <br />10'-9" ; <br />2'-5" <br />L <br />TE-2 -I <br />I <br />X <br />12 <br />ILL <br />1 <br />6 <br />I <br />I <br />1 <br />11 <br />I <br />o <br />1 0 o <br />I <br />0'-0" FIN. ELEV. <br />I 1•i <br />c <br />;' " 1" PVC CHASE FIN. CONC. SLAB <br />; <br />I <br />n FOR ELEC. @ <br />I <br />I <br />n ISLAND <br />I <br />11 <br />I <br />I <br />v <br />1.1 <br />I <br />11 <br />m <br />�I <br />1 <br />11 <br />LL <br />2'-8" <br />Itl 19'-6" <br />-----TE-1 <br />I <br />L---- <br />-31/2 <br />co <br />EXTEND <br />iv <br />SLAB 1 1/2" <br />Q <br />I <br />I <br />I <br />I <br />5 <br />I <br />I <br />13'4" <br />24'4" <br />20'4" <br />I <br />I <br />1.1 <br />I <br />w <br />I EXTEND <br />m <br />I m <br />N <br />FM_16X18 SLAB 1 tl2 <br />ao <br />I <br />11 ml <br />3 1/2" I <br />I <br />I <br />it <br />am Wri I 1.1 <br />I <br />I <br />LLI <br />Y�y gW I 4 <br />I <br />60 <br />I <br />1 4 <br />4 -51/2" <br />I <br />I <br />1 1 <br />11 <br />FM-16X18 •1 FM-18X1-I <br />I <br />I <br />FM-16X18 <br />E- <br />4 4 <br />'4' <br />V-0' <br />1.-8" 1.1 18'-0" '1 1' <br />6'4" <br />6'4" <br />3'-10" <br />3'-2" <br />28'4" <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 -4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION *4-0", 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 />B. 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 />11.01NDICATES #5 BAR, IDINDICATES #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: 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 j OF SLAB SUPPORTED <br />3'-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 />6x6 W I AXW1.4 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-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />- <br />(+)014r <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />IF, <br />- <br />'s <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />Sa <br />s <br />- <br />0".0" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />- <br />- 0'-0" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />#5 IN CURB <br />- 0'-0- <br />FOUNDATION PLAN <br />SCALE: 1/4' = V-O" <br />6 <br />Groin <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www abdeelgl froup.eom <br />AA #: 0003325 i <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: 813886.2628 <br />Ilk FAX: 813-886.2802 <br />