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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />Bxe W" -'.4 OVER <br />GENERAL <br />3 1.- <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' <br />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 />8• <br />SEE PLAN <br />8' <br />- <br />1 # s <br />(.)0.4• <br />TE-2 <br />12' <br />SEE PLAN <br />10' <br />- <br />s <br />_ <br />(+)0•-0• <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18• <br />- <br />2 <br />- <br />(+)0'-0• <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />I <br />- <br />(2)#6s <br />VARIES <br />F1-24X24 <br />24- <br />24• <br />12' <br />(2) W. <br />(2) #Ss <br />O.C. MAX <br />TYP. U.N.O. <br />W <br />`O TOP OF <br />FM-12X18 <br />FMC-12X,8 <br />°Q <br />0 <br />°1 SLAB <br />� - <br />I <br />2 <br />_ <br />i <br />1A 4 I <br />4' CONC. <br />SLAB <br />� � <br />I <br />I <br />71/2' <br />� <br />9 <br />ov <br />u0 <br />°J <br />iD W <br />rI <br />N <br />1 1A <br />1.1 L1 <br />N <br />SLOPE 2� <br />5 LLI <br />FM-12X18 <br />4" PVC CHASE) `�; ��_ <br />r-6• ,a'-z• <br />q <br />N <br />I <br />z <br />�14 <br />1 <br />A0_O <br />LF�' <br />FMG72X <br />;oI <br />PR p OF <br />SLAB <br />Nm <br />— <br />TE2 <br />4• CONIC. <br />SLAB <br />44'-10' <br />IX <br />12'-10' <br />Y <br />o <br />a <br />� <br />ILL -31/2' <br />x <br />IN <br />FM-12X78 -i <br />e <br />4 <br />I <br />" 0 0 � r- <br />----- <br />o <br />ILL a <br />T$ OP OF XI <br />o <br />I <br />^ <br />m SLAB 1/2 m <br />) SLOPE — <br />o <br />EXTEND LL <br />PER <br />L F M -12 X t 8 <br />SLAB 1 1/2' 19 <br />co <br />------.J <br />Y <br />Y <br />f M -12 X 18 <br />— — — — — — — — — — — — — — — — — — — — — — <br />— — — — — <br />FM-12X18 <br />4'-8• <br />14'-0' <br />18' 3' <br />FOUNDATION PLAN <br />SCALE: 1/4 = 1'-0• <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-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 />11.0INDICATES #5 BAR, ISINDICATIES #6 BAR,■NDICATES #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 s 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, 71h EDITION <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 3127W <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.eom <br />AA #: 0003326 <br />14 <br />lip <br />�a <br />b <br />BUSDIV. A# LOT: <br />ABBOTT PARK <br />LOT #31 <br />BLK #9 <br />PROJECT/1 <br />04181.000-31091 <br />MODEL: <br />3EAB <br />"1504— ALLEX" <br />GARAGE 81C MG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />