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4" CONC. <br />SLAB <br />v <br />e <br />FM-12X18 <br />FM-12X12 <br />�\\`` <br />1A <br />g <br />aI <br />ao <br />S <br />eo <br />31/2" <br />in <br />` <br />I <br />F-24X24 <br />I <br />V.�` <br />2,-6" <br />6,-4„ 3'-2" <br />`\ <br />Ir1 <br />\�\ b <br />0 <br />----- <br />FM-12X18 <br />`�� <br />PVC CHASE <br />1 A <br />�4" <br />'\ <br />0. <br />'vT <br />TOP OF <br />`O N"\ 1"PVC CHASE j <br />\'IN <br />SLAB I <br />§ <br />c� FOR ELEC. 0 <br />�` ISLAND I <br />LL <br />1 1A \`I <br />\\ <br />'N <br />\IN <br />\, �` <br />�\ <br />I <br />� <br />Y <br />1. <br />EXTEND <br />SLAB 1 1/7' <br />• L___ <br />__—TE-1 _____ <br />I <br />. <br />V <br />I <br />i Z <br />5 <br />I <br />U= <br />2 4" <br />IT-8" <br />4„ <br />2'-B" <br />181-V <br />:r <br />I <br />I� <br />I <br />I� <br />I� <br />,A <br />ILL S . i EXTEND <br />2 ,A SLAB, 1/2" <br />FM•,2X18 ib ----� <br />. m <br />4 <br />I <br />m is W SLAB <br />a 3 ,/2" I <br />' <br />LLI <br />'Io"51 <br />2 <br />, 1A <br />MC-12X18 FMC-12X18 <br />, <br />7 1/2' <br />I <br />4 4 <br />F,2X18 t' <br />1 1A <br />L FM-12X18 J <br />--- —M• <br />_ <br />2'-6" <br />FOUNDATION PLAN <br />SCALE: 1/4" = T-O" <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 +4-0", 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 />t 1.MINDICATES #5 BAR, MINDICATES #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", 08 -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,OW 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 />T-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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />1 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 />SHORT <br />LONG <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />( ) 's <br />#5 IN CURB <br />VARIES <br />F-2424 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2)#5's <br />-0"4" <br />FMA2x12 <br />12' <br />CONTINUOUS <br />12' <br />(2)#5's <br />(40'•4" <br />TE-1 <br />8" <br />SEE PLAN <br />S" <br />-r <br />(1)#5's <br />_0•-0' <br />'1 N. RONALD REAGAN SL <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngmup.com <br />AA #: 0003326 <br />rr <br />LL.1 <br />9tmDiv. dg IAT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #9 <br />3p][toiMITto <br />04181.00 -18091 <br />IMDEIc <br />4EAB <br />"1672-ARIA" <br />GARAGE EYM90: <br />LEFT <br />PAGE: <br />FOUNDATION <br />P <br />160 MPIHXPP. j <br />DATA 06/14/21 <br />LlcA*"9'• 1/4"=1'-0" <br />S1 <br />