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4" CONC. <br />SLAB <br />48'-0" <br />17'-2" 15'4" <br />4'-4„ <br />7'-10" <br />5'-0" <br />1'-4" <br />9'-8" <br />4'.6" <br />0, 0, <br />TOP OF� '4 <br />SLAB " <br />----- ------- <br />TE-1 <br />—�— <br />�1I,;iii <br />FM-16X18 <br />F6Xw <br />IIIIII <br />11.1 <br />13 <br />lii <br />li; <br />11 <br />4" CONC. <br />SLAB <br />1113 <br />x S <br />1i <br />1I1II <br />qi <br />4" PVC <br />ii <br />CHASE <br />1 <br />I <br />-3 1/2' <br />11 <br />IL _ --------- <br />—EXTEND <br />I <br />i1i1 <br />F---6-8 <br />3-8" I <br />1 <br />I <br />II <br />1.1 <br />T� 2 J <br />I <br />i i <br />SLAB 1 1/2" <br />F <br />I <br />I <br />ii <br />j 1 <br />I <br />o. <br />I <br />w <br />I <br />" <br />wl I <br />i1111 `v <br />~i-31/2I' <br />I <br />10,_9., ilil <br />11 <br />2,-5 <br />L <br />TE-2 l <br />I <br />IX <br />12 <br />� <br />1111 <br />LL <br />I <br />A; <br />I <br />I <br />G <br />��1 <br />111 <br />i o <br />I <br />I <br />I <br />M <br />7 <br />� <br />i 1 11 M <br />I <br />I <br />0'-0" FIN. 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SLAB <br />I <br />c <br />j 1 1" PVC CHASE <br />111 '11 <br />I <br />FOR ELEC. @ <br />1111 <br />I <br />a ISLAND <br />I <br />1111 <br />I <br />i <br />I <br />11 <br />i i ii <br />I <br />I <br />i i ii <br />1 <br />I <br />I <br />I <br />N <br />;'1 <br />1 I <br />1.1 <br />13'1" <br />1 i 34'-10" <br />I <br />Y <br />i1 <br />X I <br />I <br />TE-1 <br />I <br />EXTEND 3 1/2 <br />SLAB 1 1/2" <br />I <br />I o <br />I <br />I <br />I <br />I <br />I <br />I <br />5 <br />I <br />Iw T <br />I <br />13,4„ <br />24.4„ <br />I 20,47 <br />I <br />I 2 <br />I <br />I <br />I <br />I <br />,., <br />I <br />� <br />I EXTEND <br />I <br />I X <br />a N <br />I SLAB 1 1/2" <br />� <br />o <br />I <br />bo <br />w <br />II` <br />11 ml -31/2' I <br />I <br />� 1 <br />I <br />�I o m w ri I tt <br />I <br />LLI ;t P n n W I <br />°a <br />I <br />i <br />I v I m <br />I <br />14 <br />4-51/2" <br />� <br />I II <br />1 I <br />311 <br />M-16X188 — <br />FM-16X18- <br />TE-1 <br />4 <br />4 <br />16'-0„ <br />1.1 ,4„ 6'-4" <br />8'4" <br />T-10" <br />3,_2„ <br />2F4" <br />IT-4" <br />48'-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'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'-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, MINDICATES #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 8)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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4.W1.4 OVER <br />GENERAL <br />39/2" <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 />FWl&18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-16a18 <br />16" <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />F-2424 <br />24" <br />24" <br />17, <br />(2)#5's <br />(2)#5's <br />7E-1 <br />S. <br />SEE PLAN <br />8" <br />- <br />1) #5's <br />(- 0•_p•• <br />TE-2 <br />S. <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />#51N CURB <br />-)0•-0^ <br />FOUNDATION PLAN <br />SCALE: 1 /4" = V-0" <br />A N C N IT E C T 8 <br />Ggn <br />roup-4, <br />341 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROJBLVVD. <br />DRAFTING INC. <br />5439 BEAUMONT CENTERSUITE 3004TAMPA, FLORIDA 336 <br />PH: 813-886.2628 <br />FAX: 813 886-2802 <br />@IYINIII! <br />8UBMV. as LOOT <br />SILVERADO <br />LOT #17 <br />BLK #16 <br />PROJECT# <br />03719.001-17161 <br />MODEL• <br />2368- D <br />GARAGE BMWO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />r^a DATE 07 09 21 <br />SCALE: 1/4'•=1'-0•' <br />8HEET <br />s1 <br />