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29'-8" <br />FM-12X72 <br />do <br />N <br />I 4" CONC. <br />w I ' <br />5o <br />SLAB <br />0 <br />O <br />y D'-0" <br />LL <br />( <br />W LL <br />N a I <br />TOP OF <br />SLAB <br />EXTEN <br />SLAB 1 1/2" <br />O. <br />FM-18X18 <br />— — — <br />— <br />— <br />I <br />12'-0" <br />8'-2" <br />4'-8" <br />1 <br />1A <br />m <br />R <br />N <br />1.1 <br />IOF <br />1.1 <br />0, <br />PVC " 4 <br />X <br />° I <br />o) <br />SLAB <br />.`CHASE N <br />LL <br />N <br />F <br />to 1 <br />PLACE ELEC. <br />CONDUfT <br />FOR KITCHEN <br />ISLAND <br />I <br />4 <br />4 <br />N <br />JP TO 2ND <br />I <br />FLOOR <br />274" <br />�� <br />(FILD <br />VERIFY <br />14'-6" <br />2'-5" <br />12'-10' <br />EXACT <br />LOCATION) <br />I <br />I <br />n <br />n <br />9 <br />EXTEND <br />r-' 1'1 CW-18X12 <br />— <br />I <br />a of <br />SLAB 1 112" <br />y Z <br />M <br />EXTEND <br />F-24X24 <br />1.1 <br />SLAB 1 1/2] <br />4'-4" <br />3'-5" CWC-16X12 <br />'-8" 2'-8" <br />15'-8" <br />11 <br />I X <br />c•, <br />� <br />� o <br />o <br />m 4" <br />CONC. <br />w <br />I <br />`7 <br />N <br />R <br />ro <br />I SLAB <br />FM-16X18 <br />v <br />I <br />ml <br />'-4"[5,4. <br />,4" <br />I <br />6 <br />�I <br />I6 <br />LL <br />N <br />W <br />G <br />a <br />N <br />SIMILAR <br />y <br />I <br />11 iAi <br />4 <br />2 1A <br />1.1 1,1 <br />SIMILAR <br />4 <br />4 <br />I 1.1 <br />1.1 I <br />— FM-i6X18 <br />2'-10" <br />8'-0"L <br />21'-8" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" <br />FOUNDATION NOTES <br />i. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-M". <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.OINDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #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'-O" O/C MAX. SEE PLAN FOR VW VM 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 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 />FM-16x18 <br />16, <br />CONTINUOUS <br />IV, <br />- <br />(2)#5's <br />(+)o-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />1 ) 's <br />(+)0•-ry' <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12, <br />( s <br />e <br />(+)0'-0" <br />CW-16X12 <br />16, <br />SEE PLAN <br />12, <br />- <br />(-)(1'-0" <br />CWC-16X12 <br />18" <br />SEE PLAN <br />12, <br />- <br />#SIN CURB <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN 1 <br />8" <br />/I <br />• <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003328 <br />ti <br />rn <br />W <br />O <br />x <br />ABBOTT <br />PARK <br />LOT # 25 <br />BL # it <br />PROJECT* <br />04181.000-25111 <br />MODELS <br />"AISLE" <br />2007 <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH W. <br />77 <br />DAtlNT 04/08/21 <br />9CAXX:1/4" f-0" <br />QHEET <br />si <br />rn <br />W <br />O <br />x <br />ABBOTT <br />PARK <br />LOT # 25 <br />BL # it <br />PROJECT* <br />04181.000-25111 <br />MODELS <br />"AISLE" <br />2007 <br />GARAGE EWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH W. <br />77 <br />DAtlNT 04/08/21 <br />9CAXX:1/4" f-0" <br />QHEET <br />si <br />