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EXTEND <br />SLAB 1 12" <br />a <br />y <br />FM-12X12 ^ <br />' <br />FM-12X18 <br />4" CONC. <br />I� SLAB IN <br />m <br />LL <br />ILL LFF-24X24 <br />m <br />+312 a b <br />9,$" <br />FM-12X18 <br />1 <br />I <br />I <br />I <br />i <br />.I <br />I� <br />I <br />o, o' + <br />TOP OF <br />I <br />4 <br />I SLAB <br />1"PVC CHASE tXY <br />FOR ELEC. <br />I <br />II ISLAND al <br />I <br />1.1 <br />� <br />It2 <br />I� <br />I <br />ILL <br />I <br />I <br />" 19 -0" <br />Sp <br />aQ <br />2 <br />'. <br />3 <br />0O <br />a <br />a <br />I <br />EXTEND 4'PVC <br />SLA811/2" �\CHASE <br />— — — — LE-1— <br />5 12 <br />'ONC. <br />LSLAB <br />I <br />M <br />v <br />,1 <br />TOP OF <br />I <br />V I <br />SLAB <br />a <br />XTEND O <br />SLAB 1 1/2 <br />4" CONC'SLAB,_4. <br />8I6�-31_ <br />JFM-.12 <br />2.1y-712YMC-12X18 <br />—FM_12X18 <br />FMC-12X18 <br />FM-12X18 <br />— — <br />12 <br />U <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0' <br />U <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 NGVD. <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 12" 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 />WINDOWYDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.07NDICATED #5 BAR, E4DICATES #6 BAR, INDICATES #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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. 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 A.C.I.530-13/ASCE 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: Pm= <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 j OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR VWWM1 SIZE. <br />INSPECTOR NOTE: <br />i. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W1.4xW1.40VER <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-1208 <br />17 <br />CONTINUOUS <br />18" <br />- <br />(2)#S. <br />(+)0-0" <br />FMC-1Z08 <br />17, <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12, <br />(2)#5's <br />(2)#5's <br />_ <br />(-)0'.4" <br />FM-12x12 <br />17' <br />CONTINUOUS <br />IT <br />- <br />(2)#5's <br />(-)a4' <br />TE-1 <br />8" <br />SEE PLAN <br />1. <br />- <br />(1) #Fs <br />_ U-T <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />WwW.abdesigngroupxom <br />AA #: 0003325 <br />h <br />d <br />0 <br />W <br />C <br />a <br />t <br />o <br />SVHDIV. ec LOT" <br />SILVERADO <br />LOT #11 <br />BLK. #7 <br />P1 onwT:1: <br />04128.002-11071 <br />KODSL: <br />4EAB <br />1672- ARIA" <br />CAPACE swwo: <br />RIGHT <br />PACE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />D TM 1/17/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />