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f <br />. <br />Y <br />— — — <br />— — <br />FM-12X18 — <br />— 1 <br />—t <br />— — — f — FM-12Xt2 <br />4" CONIC. <br />X <br />- <br />SLAB <br />way <br />x1 <br />ro <br />m <br />F-24X24 r 1,-0„ �,-3 /2" 1 <br />to <br />I <br />\\ <br />10 <br />• I <br />1.1 <br />O <br />\`\ <br />EXTEND FM-12X18 <br />O a <br />( � <br />4" PVC <br />SLAB 11/2" <br />117 <br />1 <br />q <br />`\ \CHASE <br />1A <br />I <br />\ <br />1 <br />• <br />TOP OF <br />1 <br />o <br />` <br />F <br />SLAB <br />m <br />IX <br />\\ <br />M <br />I <br />4 <br />I <br />_ <br />lo <br />TE-1 <br />— — <br />— — •� <br />1.1 <br />L1 <br />N <br />*5 1/2" <br />1 <br />1 <br />a <br />17'-8" <br />2'-8" <br />1 <br />3 0 5 <br />I <br />Y <br />1.1 <br />1 <br />N <br />r <br />Im <br />4 <br />V <br />Iw <br />i <br />N <br />IN_ <br />• <br />� <br />N <br />a <br />I~ <br />N <br />I� <br />N <br />,A <br />EXTEND <br />1 <br />2 1A <br />SLAB 11/2"--- <br />_ <br />1.7 1.1 <br />FM-12X18 h 4" CONC <br />1 SIM. <br />N <br />N la w SLAB i <br />1 <br />3'5" 1/2, 1 INa �31/2" i <br />1 <br />. <br />51 I' <br />7 1/2" <br />� <br />1A 2 <br />J <br />1J., <br />FMG12X18 <br />-- <br />FM-12X18 a <br />-- <br />FMG12X18 <br />— <br />1.1 1.7 FM-12X18 11 <br />I------- J <br />o <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +44', 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 />I1.01NDICATES #5 BAR, EIINDICATES #6 BAR,aNDICATES #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", #8 =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 (POP 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: 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'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />616 W1.4xW1.4 OVER <br />GENERAL <br />3 1/7' <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 />S. <br />SEE PLAN <br />1d' <br />FM-1202 <br />12" <br />CONTINUOUS <br />12, <br />- <br />(2)#5% <br />FM-12x18 <br />12, <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />le, <br />- <br />(2)#5's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17 <br />(2)#5's <br />(2)#6's <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />d N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-SO78 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />a <br />a+s� <br />om <br />svaDiv e. IAT: <br />ABBOTT PARK <br />LOT #25 <br />BLK #12 <br />PROMCT#t <br />04181.000-25121 <br />MODAL: <br />4EBB <br />"1828-CALI" <br />GARAGM SWUM: <br />LEFT <br />PALM <br />FOUNDATION <br />PLAN <br />160 MH EXP. <br />A.A <br />NO <br />DP TT 09/21/21 <br />OCALM 1/4"=1'-0" <br />allow <br />s1 <br />