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Y <br />a <br />3 \�\` - - - - - - - FM-12X18 <br />FM-12X12 <br />,d ` 1 <br />aol <br />4"GONG. <br />I \``` 1.1 <br />` <br />NI <br />w� SLAB N <br />( <br />1A <br />LL <br />NI <br />4 <br />io <br />1.1 <br />io <br />a -3 1/2" <br />iD <br />F-24X24 <br />I+- <br />\\ <br />6'4" 3'.2" I <br />I `\` <br />c <br />0 <br />\\ <br />FM-12X18 <br />\\ <br />1 <br />I <br />4" PVC CHASE <br />1A <br />I Ct <br />TOP OF <br />1"PVC CHASES II <br />a <br />ELEC. <br />SLAB I <br />4 <br />co <br />(Q <br />` \ ISLAND n <br />1.1 1.1 <br />LLI <br />`\ <br />I `, <br />I <br />I `dT <br />GI <br />Y <br />N <br />rl AV 1 <br />n <br />I <br />EXTEND <br />SLAB <br />- - - - - - <br />I• <br />Nh-5 1/2" <br />I <br />I <br />' <br />I <br />I 5 I <br />�_ <br />2'-4„ 1.1 4" <br />I <br />O a <br />71 17'1" 2'-6" <br />18'4. <br />Y '4 <br />• I <br />I � <br />I <br />I <br />i� e+ <br />IX <br />I' <br />I <br />I <br />4"CONCwwSLAB <br />O EXTEND <br />ly *3 1/2" <br />IMSLA811/2"_--- <br />%18 <br />XxSIM. NI <br />I <br />'2' LLI <br />UFMC-12X18 <br />I ,A <br />FMC-12X1871/2" 1.1 <br />to <br />4 <br />1.1 <br />FM-12X18 <br />L FM-12X18 1.1J <br />_ _ <br />- - - - - <br />_ _ <br />FM,42X12 - - - <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <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 10'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +0'4% 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 />B. 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, OINDICATES #6 BAR,ENDICATES #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 4021602-16, 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 j OF SLAB SUPPORTED <br />X-O" 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 />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3112' <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 />17' <br />CONTINUOUS <br />18" <br />- <br />(+)0'-0" <br />FMC-12x18 <br />17' <br />CONTINUOUS <br />16' <br />- <br />VARIES <br />F-24x24 <br />24' <br />24" <br />12,FM-12x12 <br />j(2)#5- <br />1T <br />CONTINUOUS <br />12, <br />- <br />TEA <br />8"SEE <br />PLAN <br />8" <br />I' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />�i <br />M <br />ONil <br />l <br />mm <br />eUBDry ae LOT <br />ABBOTT PARK <br />LOT #20 <br />BLK #11 <br />PROJECT* <br />04181.000-20111 <br />uoDzu <br />4EAB <br />"1672-ARIA" <br />GARAGE 8111IING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />v.160 MPH EXP. C <br />SE fA'ABWACRA <br />1 � <br />OUCH <br />AR NO 93723 <br />DATE• 9/22/21 <br />SCALE: 1/4"=1'-0" <br />8*1EET <br />s1 <br />