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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 />31/2" <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 />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />(- -4" <br />TE-2 <br />12" <br />SEE PLAN <br />10" <br />- <br />s <br />_ <br />(+)O^-0" <br />FM-12X18 <br />tY <br />CONTINUOUS <br />15- <br />- <br />s <br />(+X1"-p" <br />TMC-12X18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Ss <br />VARIES <br />Ft-24X24 <br />24" <br />24" <br />17, <br />(2)#5's <br />(2)#5's <br />( <br />Y <br />FM 12X18 <br />FM 12118 <br />(----------- FM•12X16— — — — — — — — — — — — <br />-- <br />----- —�- <br />c <br />( <br />EEN <br />SLAB 1 1/2" m i��' 3 1l2" I <br />g--p—��-- <br />PER" <br />I M <br />XI <br />4" CONC. SLAB <br />31/2' <br />I <br />m OF LL <br />L <br />Y <br />o <br />m I � <br />ILL <br />SLAB <br />FM-12X18 �I <br />l <br />e <br />4 <br />N <br />i <br />44'-10" <br />12'-10" <br />4 <br />v <br />M <br />LL I <br />m <br />4" CONC. I <br />p N I <br />SLAB N <br />5' <br />TE2 <br />3 <br />SLOPE 1/8" o 0 _ <br />TOP F <br />-mc-ly(1� <br />1., <br />I P� I w SLAB <br />I -51/2" <br />'10 <br />_2 <br />— <br />FM 4" PVC CHASE <br />-12X18 <br />N <br />1., SLOPE 2") I <br />1 1A <br />_m <br />., ., apm <br />N <br />cS <br />o <br />I <br />w <br />20'-8" I <br />4 <br />Y <br />N <br />I <br />I <br />I <br />4,71/2" I <br />a <br />I <br />I <br />SIM. I <br />1A 4 <br />E IV I <br />2 <br />FM-12X18 <br />J <br />FMC-12X18 <br />F:�o' <br />_ _ <br />4" CONC.-/ I 7'-4" O.C. MAX <br />SLAB TYP. U.N.O. <br />FOUNDATION PLAN <br />SCALE: 114 = 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'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-W, 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 10 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.EIINDICATES #6 BAR, MINDICATES #6 BAR,■NDICATES 97 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 4021602-16, USING: Pm = 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 />X-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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />s. <br />S <br />b <br />a <br />o <br />SUSDM & LOT <br />ABBOTT PARK <br />LOT #6 <br />BLK #11 <br />1pitoimcT# <br />04181.000-06111 <br />HODZU <br />3EAB <br />"1504- ALLEX" <br />GARAGE 51IING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLA <br />160 PH XP. C <br />SCAM: 1/4"=1'-0" <br />SHEET <br />sl <br />