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8'-2" <br />66-10" <br />3'-4" <br />301_9" <br />32,_9" <br />8'-0" O/C MAX., <br />TYP., LINO <br />----- <br />--II-------------------------------- <br />FM-16XIB <br />FM-16X,8 <br />3 1 <br />1 <br />1 <br />I <br />1.1 <br />1.1 <br />I. <br />I <br />. <br />c 1 <br />16'-2" <br />III FOR E EC. 0 <br />m I <br />ISLAND <br />XI 4 <br />1 <br />m <br />a <br />K <br />13 <br />w <br />m <br />I� <br />1 <br />I 1 <br />N <br />FM-i6X18 <br />— <br />FM-16X18 <br />3-4"7,4'EXTENDEXTEND <br />In <br />SLAB 1 1/2"SLAB <br />1 1/2"-12X12 <br />=.01 <br />IlEil_ <br />I I I 1 <br />1.10 1 1 1 1 IFQ <br />I <br />( 7 <br />_I _ <br />FMC-16X18 <br />`� <br />4" CONC. <br />SLAB <br />R <br />a <br />I <br />13-0 <br />$31It� <br />4 <br />IIW- <br />Im T$ pp OF�EXTENID'2,,r <br />SLAB <br />X <br />%'SLAB <br />1 i <br />I SLAB I <br />m <br />SLE. APE <br />PER FT. <br />28,_7" <br />6' 7„ <br />I SLOPE 1/1 <br />cS <br />I +-0 1/2" <br />J <br />I <br />1 <br />I <br />I <br />m <br />X <br />ml q <br />X <br />I <br />24 <br />I <br />I -31 <br />SLOB <br />o <br />51/2"I <br />m <br />FM-16X18 <br />PVC 4" <br />PVC <br />I L7 <br />CHASE <br />18' -8" <br />1 <br />1.1 <br />I <br />4 <br />4 <br />1.1XB <br />v <br />I m <br />W I <br />I <br />v <br />I° <br />I <br />g <br />m <br />I <br />ILL <br />I <br />X <br />m <br />XI R <br />°5 <br />— —I <br />4" CONC. <br />4 <br />12 r <br />1., <br />-3 1/2" IF L <br />O <br />I <br />LL <br />I <br />i <br />SLAB — — — <br />FM-16X18 — — — — <br />- <br />oI <br />— — — I — — <br />T <br />— — — — — FM-i6X18 <br />11 <br />FMC-16X18 — <br />- <br />0'- ' <br />4 <br />TOP OF <br />1.1 <br />SLAB <br />25'-4" <br />5'-0" <br />23'-0" <br />10'-10" <br />20'-l" <br />7'-4" <br />53'-4' <br />20'-4" <br />73'-8" <br />'-4" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />616 WIAXW1.4 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 />T.O.F. <br />SHORT <br />LONG <br />FM-18x18 <br />16, <br />CONTINUOUS <br />IT <br />- <br />(2)Es <br />FMC-16xl8 <br />15' <br />CONTINUOUS <br />181, <br />- <br />( s <br />#51N CURB <br />VARIES <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />(2)#5's <br />(2)#5'6 <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />1) 's <br />#51N CURB <br />F-24x24 <br />I.. <br />I.. <br />1Z. <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'A", 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 />11.13INDICATES #5 BAR, 13INDICATES 06 BAR,UNDICATES #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", 06 =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 />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 WWM 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 C C T $ <br />6 <br />Design <br />Group,! <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774E078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />0 <br />SV$DIV ac LOT: <br />SILVERADO <br />LOT #6 <br />BLK #16 <br />PROJECT# <br />03719.001-06161 <br />MODELt <br />"2558-HAWTHORNE" <br />GARAGE 11111 G: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B. <br />DAA F-REE: 06/09/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />sl <br />