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73'-&' <br />4" <br />53'4" <br />20'4" <br />10'-10" <br />20'-1" TA" <br />6'-11" <br />28'-B„ <br />25'4" <br />5'-0" <br />23'-0" <br />TOP OF <br />1.1 <br />SLAB <br />Ell <br />II—III <br />III—IIIIE <br />Y <br />— — — <br />— — — — — — — <br />— — — — — <br />— " <br />— —c� — <br />4" CONC. <br />FM-t6X18 <br />c -7 1 <br />FM-18— <br />FMC-16X18 <br />1 <br />SLAB <br />4 <br />1 <br />J 1/2 , <br />1.1 <br />+2 w iu7� <br />I 2 <br />TE-+ <br />5 <br />2'-8" <br />I <br />�I 4 <br />m <br />,., <br />�I ao <br />I <br />v <br />ILL <br />I <br />I <br />I <br />I <br />4 <br />I <br />q <br />1 <br />V-0 <br />L — — — <br />FM-16X18 CHASE— — <br />` <br />-5 1/2" <br />I <br />SLOB pE 2" <br />X <br />lllllv <br />•31/2"+I <br />�+ <br />I <br />m <br />I A <br />I <br />�I <br />3 1/2" <br />28'-7" <br />6' 7" <br />SLOP <br />�' — — — — -1 <br />m <br />Si Lam;, <br />I PER FT. I <br />X <br />PER FT <br />I <br />I EXTEND <br />1 4" CONC.. 1 <br />J <br />I <br />q <br />o <br />I <br />Ix 0'-0" <br />m <br />SLAB 11/2" <br />I <br />I SLAB 31/2'1 <br />�---J <br />I 4 <br />4 <br />S' <br />N <br />TY OpOF <br />SLAB <br />9-0 <br />— <br />t3'-0" <br />w 4" CONIC. <br />I _ <br />3 <br />2 <br />H' SLAB <br />�JFM016X18Illij 1.t <br />— <br />4 <br />III— <br />=i N <br />CWC­12Xi2 — <br />n <br />EXTEND <br />SLAB 1 1/2" <br />EXTEND <br />I-- <br />to <br />3'-4" TA" <br />SLAB 1 1/2" <br />N <br />yx <br />21 <br />r FM-16X18 <br />x <br />N <br />— — <br />FM-i6X18 t <br />— <br />�1 <br />iq <br />I <br />1.1 <br />73,_8„ <br />o, <br />4 <br />II i" PVC CHASE <br />I <br />FOR ELEC. 0 <br />o II� ISLAND <br />18'•2" <br />I3 <br />1.1 <br />K + <br />1.1 <br />,.1 <br />— — — — — <br />ur <br />— F M_7 8 X 16 — — — — <br />— — — — — <br />— — — — — — — — <br />f M_16 X 18 <br />— — <br />6'-0" O/C MAX., <br />TYP.,UNO <br />3,4„ <br />30,_9„ <br />32,_9" <br />8'-2" <br />1 <br />66'-10" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 12" <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 />SHORT <br />LONG <br />AVARIES <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />(2)#5's <br />- <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18.1'#51N <br />CURB <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12' <br />(2) 's <br />(2) 's <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />#51N CURB <br />F-24x24 <br />24" <br />24" <br />12' <br />() 's <br />1 (2) 'S <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 +4-0". <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 />8. 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 MATH THE MANUFACTURES SPECIFICATIONS, <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />i 1.OINDICATES #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 (05 = <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 />MAR, <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 402/602-15, 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 />Y-0" O/C MAX. SEE PLAN FOR WWIM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />A R C N I T R C T I <br />GrIN 11n <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />E <br />a <br />ounDIv. AC LOT: <br />SILVERADO <br />LOT #3 <br />BLK #15 <br />PROJECT <br />03719.001-03151 <br />MODEL: <br />"2558-HAWTHORNE" <br />GARAGE BWD40: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />2 n.� <br />0% <br />Dw� 3/01/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />S1 <br />