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30'.9" <br />32'-9" <br />- <br />6'-0" O/C MAX., <br />TYP., LINO <br />—II— — — FM•18X7 B <br />— — — — — — — — — — <br />— — <br />— — — — — — <br />— ——1—FM-18X18 <br />;•� <br />� <br />I <br />1 <br />• I c <br />1" PVC CHASE <br />18'-2" <br />I F R E EC. @ <br />ISLAND <br />t.f <br />:iI <br />X <br />13'-8" <br />c <br />ki <br />LL <br />1 <br />FM-16X18 <br />I 1 <br />N <br />FM-16Xt8 1'1 <br />6'-8" <br />6'-4" <br />Ll <br />EXTEjNm <br />°7 <br />SLAB 1 1EXTEND <br />SLAB 1 1/2"CWC-12Xt2 <br />I- <br />Q <br />N <br />I 4„GONG. <br />I SLAB I <br />iv <br />1.1 9,-0„ 1.1 <br />i.1 13.-0" <br />N <br />4 <br />4 <br />TOP OF <br />SLAB <br />I EXTEND <br />4" CON •3 1� I <br />tO <br />SL�y I <br />28'-7" <br />6'-7" <br />SLAB 1 1/2" <br />1 SLAB <br />PER FT. <br />1 gLOPE 178"` <br />g <br />I +•3 1/2 <br />( <br />L PE�J <br />LL <br />I <br />1 <br />X <br />m <br />LL <br />I <br />I <br />ixC <br />-31YY'* <br />SLOPE <br />I —'-- -------- <br />I <br />LL <br />-51/�2"I <br />�+ <br />(7 <br />I <br />1 <br />FM-16X18 <br />4" PVC <br />CHASE <br />�+ <br />1 <br />1.1 <br />I <br />4 <br />4 <br />~ <br />I <br />v <br />x <br />I <br />°°I <br />2,_8„ 5 <br />4 <br />4" CONC. <br />4 <br />1 <br />I 0 <br />2 <br />LLI <br />SLAB <br />FM-16X18 <br />FM-16X18 <br />y <br />FMC-16X1S <br />0'-0" <br />4 <br />TOP OF <br />1.1 <br />SLAB <br />10'-10, <br />20'-1" <br />7,4" <br />6'-11" <br />28'-6" <br />534" <br />20'4" <br />73'-8" <br />4" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />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 <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN <br />SCHEDULE <br />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-16x18 <br />16" <br />CONTINUOUS <br />19" <br />(2)#5's <br />(+p•-0' <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />1F <br />- <br />s <br />#51N CURB <br />VARIES <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />1T <br />( s <br />) ig s <br />(+)0'-0" <br />TE-1 <br />S' <br />SEE PLAN <br />1. <br />-7TWs <br />#51N CURB <br />001-0" <br />F-24z24 <br />24" <br />24" <br />12" <br />() 's <br />()06S <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'-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 />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 112" 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 />111.0INDICATED #5 BAR, 511NDICATES #6 BARAINDICATES #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", 06 -21W), 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 A.C.I.530-131ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, USING: F'm = <br />1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />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 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />A R C N I T E C T B <br />G ou 11n <br />41 N. RONALD REAGAN BL\ <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdoWgngroup.com <br />AA #: 0003325 <br />enm�, <br />