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48'-0" <br />15'8" <br />15'4" <br />I T-2" <br />4'-6" <br />9'-8" <br />1'4" <br />5'-0" <br />T-10" <br />4'_4" <br />3'-6" <br />0'-0" <br />W <br />TOP OF <br />" <br />SLAB <br />- - - - - - <br />- - - - - - - - - <br />TE-1 <br />- - - - <br />----- <br />-4--, <br />3 <br />i FM-i6Xi8 <br />I <br />1 FM-i6X18 <br />i( <br />I <br />1 1.1 <br />� <br />1 <br />I <br />1.7 <br />I <br />i <br />i <br />4"CON.. <br />SLAB <br />I <br />W I <br />I <br />I <br />M <br />x <br />oW <br />I <br />�I <br />I <br />�I <br />I <br />li <br />i <br />I <br />I <br />1 <br />1.1 <br />I <br />m <br />I I <br />I <br />I <br />14" <br />PVC it it <br />3'-1" <br />9' 2„ <br />3'-1" <br />I <br />CHASE I i <br />liL) <br />1 <br />-3 1/2' <br />I <br />1 <br />I <br />I <br />.. <br />I <br />I T-8" <br />-- <br />------------ <br />-------� <br />1 <br />FM-16X18 <br />L IE-2 <br />1.1 <br />EXTEND <br />rl <br />I <br />SLAB 1 1/2" <br />I <br />C' <br />ii <br />I <br />i <br />Iw <br />I <br />(-3 <br />112 <br />J <br />2'-5" <br />10'-9" <br />I <br />r TE-2 <br />I , <br />12 <br />�1 <br />X <br />g <br />I <br />A <br />li <br />I <br />1 <br />I <br />I <br />ii <br />n <br />ii <br />i <br />II <br />i <br />1 <br />I <br />1 <br />ii i <br />i <br />I <br />0'-0" FIN. ELEV. <br />FIN. CONC. SLAB <br />V PVC CHASE <br />I <br />FOR ELEC. 0 <br />I <br />ISLAND <br />�li i <br />o <br />I <br />I <br />i ii <br />I <br />I 1 <br />ii <br />I <br />t1 <br />I <br />I <br />34,_10,. <br />� I <br />13,_2., <br />I X <br />11 <br />ii <br />Y <br />I <br />I <br />5'-6" <br />----� <br />I <br />TE-1 <br />-31/2" <br />EXTEND m <br />1 <br />I <br />SLAB 1 1/2" it <br />1 <br />• I <br />I <br />I <br />� <br />o I ' <br />I <br />I <br />w <br />I <br />20'4" <br />I <br />24,4„ <br />3,4„ 1 <br />I <br />I <br />I <br />EXTEND <br />ao <br />N <br />1.1 <br />Il1IiII <br />8 <br />Om <br />I1III <br />Eoo <br />2 <br />11 <br />,X`LL°p <br />6" <br />e112� <br />I <br />5 1/2" <br />414 <br />1 <br />LT- <br />--FM-16X18 <br />FM-16X18 <br />------ <br />11 FM-16X18-L----- <br />-- - -- - - -- <br />4 <br />4 <br />3,_2„ <br />T-10„ <br />614„ <br />,_4„ <br />6'-4" <br />1.1 <br />16,_0„ <br />1.1 <br />13'4" <br />28,4„ <br />48'-0" <br />F�6 <br />4" CONC. <br />SLAB <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 +44". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-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 />11.01NDICATES #5 BAR, EIINDICATES 06 BAR,SNDICATES #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: Pm = 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 i OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR VVWIM 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 1/2" <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 />SHOR*LONG <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />-FMC-16x18 <br />16, <br />CONTINUOUS <br />18" <br />-#5 <br />IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />() <br />(+)0"-0' <br />TE-1 <br />8"SEE <br />PLAN <br />8" <br />-TE-2 <br />8" <br />SEE PLAN <br />8" <br />-(1) <br />#5 IN CURB <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />A R C N I T E C T S <br />GrouOLe <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.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: 813886-2628 <br />FAX: 813886-2802 <br />SUHDIV. & LOT: <br />SILVERADO <br />LOT #1 <br />BLK #10 <br />PROJECT <br />03719.00-01101 <br />MODEL• <br />2368-DESTIN <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH E B <br />D2W. 08/17/21 <br />SCALE: 1/4"=1'—O" <br />sHEET <br />s1 <br />