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4R'-n' <br />15'6" <br />15'4' <br />17'-2" <br />4'-6' <br />9'-8- <br />1'4" <br />5'-0' <br />7'-10" <br />4'4" <br />3'6' <br />14 <br />T� OP OF <br />� <br />SLAB <br />------------------- <br />TE_7 <br />. <br />----- ----------I <br />FM-i8X18 <br />------ ----- <br />r FM-18X18 <br />—4-- <br />/� 1 <br />1 3 <br />1 <br />I <br />1 <br />1.1 <br />1.1 <br />I <br />1 <br />1 <br />I <br />ii I <br />I <br />'1 <br />I <br />ii 1 <br />I <br />• 1 <br />°° 1 <br />4' CONC. <br />wa SLAB <br />Mir <br />O W <br />I <br />r <br />71 <br />g1 <br />1 <br />I <br />I <br />i m <br />4' PVC <br />1 <br />I <br />3' 1° <br />9, 2" <br />3' 1' <br />I <br />CHASE ,i r <br />,itiir <br />1 <br />I <br />3 <br />1 /2" <br />j <br />1 <br />it <br />I <br />L------------ <br />------- <br />I <br />1 <br />FM-18X18 <br />�� <br />I <br />1.1 <br />EXTEND-- <br />f � <br />I <br />I <br />SLAB 1 M' <br />ii <br />I <br />I <br />I <br />ii <br />I <br />N <br />I <br />r rrr <br />I <br />rr <br />r! <br />I <br />I <br />n <br />1 <br />gl <br />1 <br />fo <br />ii <br />i r <br />I <br />b <br />ii <br />b <br />I <br />0'-0" FIN. ELEV. <br />I <br />FIN. CONC. SLAB <br />n r r <br />i•1 <br />1" PVC <br />CHASE <br />(f f r4 <br />1 <br />FOR ELEC. <br />I <br />ISLAND <br />1 <br />ii i i <br />I <br />1 <br />rr <br />I 1 <br />br <br />ii <br />I <br />I <br />1.1 <br />i i <br />I <br />I <br />34'•10' <br />i r <br />13-2' <br />m <br />rr <br />rr <br />I <br />I <br />I <br />ii <br />I <br />1 <br />19'6" <br />b <br />2'-8" <br />5'-W <br />----� <br />--------------TE 1 <br />I-0 <br />1/2' <br />EXTEND <br />I <br />SLAB 1 1/2" N <br />I <br />I <br />I <br />I <br />O I <br />I <br />I <br />I <br />I <br />wl <br />s <br />I <br />I <br />24'4" <br />Y-4^1 <br />2EXTENDSLAB <br />1 1/2' FM-16X18INr----1-3 <br />L20'4" <br />6 s'4' 6' <br />oan <br />-512" <br />4 <br />FM-16Xt8 <br />L---------- <br />1• FM-16X18 <br />J <br />--J <br />--Tiri <br />----------- <br />----- <br />--- <br />ro <br />4 <br />4 <br />6'4" <br />6'4" <br />,-4" <br />1.1 <br />16'-0.Ilid <br />P6. <br />81-W <br />13'4' <br />28'4- <br />48'-0' <br />/-4 CONC. <br />/ SLAB <br />a <br />10 <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 +-0'-O'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-W, SEE SURVEY PLOT FOR NAVD. <br />S. 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 />11 AINDICATES #5 BAR, BIINDICATES #6BAR,NINDICATES #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 2A00 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #6'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 A.C.I.530-131ASCE 6-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: F'm = <br />2,000 PSI, TYPE'M' OR-S' MORTAR, ASTM C476 GROUT.(3000 PSI), UNITS LAID IN <br />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 W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 601 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W 1.4XW 1.4 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- <br />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-16X16 <br />16' <br />CONTINUOUS <br />18, <br />- <br />121 #5's <br />FMC-16X18 <br />16' <br />CONTINUOUS <br />18, <br />- <br />2) #Se <br />#51N CURB <br />VARIES <br />F-24X24 <br />24- <br />24- <br />12" <br />2 s <br />#5s <br />_ <br />(+)0'-0' <br />TEA <br />8' <br />SEE PLAN <br />8' <br />77 <br />F <br />SEE PLAN <br />8' <br />- <br />1 s <br />1) #51N CURB <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0' <br />A N C N I T N C T Ill <br />6 <br />GroiPL LVC- <br />L"i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeWgngroup.com <br />AA#: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MO.2628 <br />FAX: 8134M2802 <br />rp <br />D TM 09/09/20 <br />NICALIC: 1/4"=1'—O" <br />a>I�a�' <br />s1 <br />