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FOUNDATION NOTES <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 />TE-1 <br />8" <br />SEE PLAN <br />8" <br />(-)0'4" <br />7E-2 <br />1T <br />SEE PLAN <br />ilY'FM-12x18 <br />17' <br />CONTINUOUS <br />18"FMC•12x18 <br />=(220) <br />17' <br />CONTINUOUS <br />18" <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />17' <br />7'�" O.C. MAX <br />TYP. U.N.O. I <br />0'A"----------------------------- <br />$TOP OF <br />_ <br />___2FM-12X18 <br />FMC-1X18 <br />— <br />SLAB <br />II <br />1 <br />CONC. <br />SLAB <br />I <br />` <br />SIM. <br />I <br />I <br />*71/2" <br />v <br />I <br />49,1„ <br />I <br />20'_6„ <br />I <br />4 <br />v <br />m <br />La <br />1.1 1.1 <br />SLOPE 2 <br />5 <br />wl <br />FM-12X18 <br />— <br />4" PVC CHASE <br />2'-8" <br />14'-2" <br />a <br />4 <br />Y <br />w <br />z <br />1/2 <br />]*:5 <br />1.1 <br />�T- <br />w coOF <br />0 <br />I <br />FMC-12X18 <br />;QF <br />SLAB <br />— <br />TE-2-- <br />I4" CONC. <br />SLAB <br />( <br />'D <br />`4 <br />4 <br />IN <br />44'-10" <br />12'-10" <br />7 <br />-3 1/2" <br />IX <br />FM-12X18 <br />J-----� <br />a <br />0,-0„ mr <br />1111111 <br />4" CONC. SLAB <br />o <br />c <br />Ig <br />q <br />m T�S�F <br />m <br />1/8" <br />K <br />,SLOPE <br />l_ <br />1 Y <br />to <br />I <br />EXTEND I <br />M $31/2" <br />FM-12X18 <br />I L <br />____ __—_-- <br />FM-12XIS —____ ____ _-- <br />SLAB 1 112" <br />— — — — — <br />'? <br />" <br />Y <br />, <br />Y <br />—� <br />FM-12X18 <br />5'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4 = V-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE+-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'-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 />S. 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 />11.171NDICATES #5 BAR, DINDICATES #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'} OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR VWVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />•1 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />I <br />� <br />tt <br />6 <br />C <br />to <br />W <br />a <br />x <br />SUSIDIV. & LOT <br />ABBOTT PARK <br />LOT# 28 <br />BLK. 12 <br />PROJECT* <br />04181.000-28121 <br />MODEL: <br />3EAB <br />"1504-ALLEX" <br />GARAGE BVfMC;: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH E . C <br />F-PIUNTDATE: 08/14/21 <br />SCALE: 1/4"=1'-O" <br />SHEET <br />s1 <br />