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TET- <br />0 <br />4" CONC. <br />�I SLAB IL6 <br />0 <br />BD <br />I FM-16x18 w <br />I <br />4 <br />2 <br />8'-01'1 <br />- aw <br />O w <br />FILLED CELLS <br />fD I w <br />- w <br />b U <br />G 16" O.C. MAX UNO 1A <br />1.1 <br />wIf <br />oOCj <br />` <br />p <br />I ii <br />— <br />EXTEND —FM -iBx18 <br />a: <br />to <br />i111 CHAE 4" PVC <br />I � <br />SLAB 1 1/2" <br />Q <br />4 <br />1 1A <br />33'-11" I <br />m <br />4 co <br />UP TO 2ND <br />FLOOR <br />0•-0" F� IN. ELEV. <br />(FIELD <br />1 <br />FINFIN. CONC. SLABLAB <br />11 <br />VERIFY EXACT <br />I LOCATION) <br />#3 BARS <br />1.1 <br />i <br />g m <br />T-0" LONG <br />CWC-12xl2 <br />W110" HOOK <br />1 <br />118" O.C. <br />— — — — <br />m <br />— EXTEN I <br />I <br />N <br />m <br />SLAB 5 12"q <br />I 0 <br />iv <br />11/2" <br />I <br />5 <br />I3'-2" <br />I <br />I. <br />11'1 <br />w <br />I <br />V PVC <br />I It 8 11 <br />CHASFOR E <br />N <br />1 <br />ISLAND <br />ii <br />1A 2 <br />I <br />I I <br />ii <br />0 <br />- <br />SIM. <br />v <br />m <br />II <br />w <br />I� <br />FM.20x18-.} <br />765 <br />O N <br />U <br />N 2 <br />27'-4" <br />10'-8" <br />Lo <br />Y <br />I II I <br />m <br />FM- EXTEND/2" <br />L FM-16xl8 F1-24X24 16x18 SLAB <br />N <br />_ _ <br />I <br />I I <br />6NT 4" CONC. <br />1 1A <br />M 3" SLAB w <br />2'-8" F1-24X24 16'-0" 6'-1"" I awl <br />9 <br />°' I I +-3 1/2" N al I <br />—.j m <br />m <br />FM-12xt8I <br />�0 <br />I <br />e <br />1 to <br />W LL <br />1.1 1.1 <br />U <br />0 U <br />0 <br />4 ( <br />w O <br />u <br />1 <br />— — _FM_16x18 <br />uJ— Y <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-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 + 0'4'. <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 NTH 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 />11.13INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED NTH 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 =361, 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 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 />T-0" O/C MAX. SEE PLAN FOR VWVM 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 />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 W' 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 />(2)#5s <br />(+)0'-0" <br />FMC-1208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />FM-16xl8 <br />16" <br />CONTINUOUS <br />18" <br />(2)#5's <br />(+)0'-0" <br />FMC-16x18 <br />16'. <br />CONTINUOUS <br />18" <br />(2) #5's <br />#5 IN CURB <br />VARIES <br />TE-1 <br />W. <br />SEE PLAN <br />W <br />(1)#5's <br />#61N CURB <br />CW-12xl2 <br />12, <br />CONTINUOUS <br />12" <br />(2)#5's <br />(2)#6's <br />CWCA202 <br />12" <br />CONTINUOUS <br />12" <br />(2)05's <br />(2)#5's <br />#5 IN CURB <br />(+)0'-0" <br />F-24x24 <br />24" <br />24' <br />16" <br />(2) #5's <br />(2) #5's <br />(+) 0'-0" <br />FMC-20X18 <br />20" <br />CONTINUOUS <br />18" <br />(2)#5•s <br />VARIES <br />FM-20x1B <br />20" <br />CONTINUOUS <br />18" <br />(2)05's <br />(+)O'-U' <br />Ft-24x24 <br />24" <br />24" <br />17, <br />(2)We <br />(2)#5's <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-774 4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />S <br />ilii <br />U <br />m <br />® <br />Y <br />b <br />b <br />Ix <br />aUHDIV. do LOT: <br />ABBOTT PARK <br />LOT#3 BLK#12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-03121 <br />MODEL.• <br />E401 <br />"2828- ENSLEY' <br />GARAGE 8TfMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. C <br />2� <br />PRINT <br />DATE: 10 2g 21 <br />SCALE: 1/4"=1'-O" <br />SHEET <br />sl <br />