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39'-8" <br />28'-8" <br />36'-T <br />3%6" <br />ro <br />-0= <br />0VTOP <br />OF <br />SLAB <br />— <br />—FM-12X12 — — <br />— — <br />1 — <br />— — — FM-12X18— — — — -i <br />/ <br />m <br />IN <br />IN <br />�° 4"CONC. <br />I' <br />w SLAB <br />3 1/2" 1'-0" LF-24X24 <br />/ <br />ol10 <br />i <br />r 1 <br />FM-12X18 EXTEND <br />�If <br />I <br />SLAB 1 12" <br />4" PVC <br />,A <br />CHASE�" <br />I <br />I 1.1 <br />i/ <br />I i <br />I <br />/ <br />/ <br />i� <br />/f <br />SLAB <br />(i <br />;,- <br />x I <br />I <br />/ <br />i/ <br />/j <br />I <br />/ <br />1, <br />i� <br />19'-0" <br />5'-0" <br />4i 151-8" <br />1 <br />1A <br />61 <br />Lt <br />1.1 <br />0 <br />_ TE-1 <br />I <br />N <br />I <br />I <br />2 -8 <br />17 -8 <br />5 <br />T-0" <br />i <br />I <br />I <br />I <br />Iw <br />U <br />U <br />,A <br />LL <br />1 <br />EXTEND <br />SIM. <br />SLAB 11/2" <br />,A <br />2 <br />I <br />I- CONC. ? tLI m FM-12X18 <br />, SLAB w w <br />° <br />1 <br />1.1 <br />II 3 12' N al f <br />1 <br />S 112" SIM. <br />I <br />`--- <br />3•_5• <br />c <br />I <br />1 <br />1A to , <br />., •1 <br />'? <br />FM-12X18 .1 1.1 J <br />— — — — — <br />0 <br />FMC-12X18 ' <br />— <br />FM-12X18 <br />— — — — — <br />FMC-12X18 <br />— — <br />4 <br />4 <br />10'-2" T-10" <br />2'-6" <br />16'-0" <br />2'-8" <br />21'-0" <br />14'-0" 4'-4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" =1'-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 --V-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-9-0", 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 />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 OINDICATES #6 BAR, [,INDICATES #6 BAR,0NDICATES #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 #6'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 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-W 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 />616 W l AIW I A OVER <br />GENERAL <br />3 12" <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 />TEA <br />81 <br />SEE PLAN <br />FM-12xl2 <br />12" <br />CONTINUOUS <br />17. <br />- <br />( F. <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(+)0'-0" <br />FMAex18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />_ <br />+ "-0" <br />FMC-12X18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CUB <br />VARIES <br />24" <br />s <br />s <br />(-)y.4" <br />IF I <br />1441 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 />.4 <br />rr5 <br />q <br />a <br />i0 <br />i0 <br />� ij <br />BXMDIV. a iAT: <br />ABBOTT PARK <br />LOT #28 <br />BLK. #11 <br />PROJECT* <br />04181.000-28111 <br />agODS.Lt <br />4EBB <br />"1828-CALI" <br />awRwcz, swn�O: <br />RIGHT <br />PAGE <br />FOUNDATION <br />PLAN <br />%16H Av <br />