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SLAB <br />19'4' <br />4" CONI <br />m SLAB <br />-3 <br />w <br />LL <br />I <br />3'- <br />L <br />— — — ---�----TE-,-,-----L <br />•1 <br />FM 18X18 <br />2^ S-2" 10'-3" 8,4• F2.30X301 <br />1 � <br />4" CONC. <br />SLAB w <br />'PVC a <br />CHASE _ F1-30X30 q <br />x, <br />," PVC CHASEFOR ELEC. 11 EXTEND FM-18X18 <br />ISLAND SLAB 1 1/2" <br />22'-2" <br />TOPOF"r <br />SLAB 1 <br />i <br />I <br />ml <br />ml <br />/—FM-16X18 <br />EXTEND <br />b. SLAB 1 1/2" <br />be <br />} — — T E-2 — — — — <br />w <br />I� <br />I� <br />LL <br />-7 1/2+ <br />— — — — FM-16M <br />TE-2 <br />N e <br />10'-10" <br />EXTEND <br />SLAB 1 1/2" <br />iv <br />11 <br />1.1 <br />L <br />FM-16X18 <br />N <br />F1'24X24 <br />rl <br />FMC-16X18 <br />1 <br />w-0" <br />m <br />I� <br />2 <br />4 <br />-`� <br />o w <br />O uj <br />a <br />1.1 <br />1.1 <br />— <br />FM-1 18 <br />Ig <br />TE-1 1 <br />FM-16X18 <br />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 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 />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 />, 1.13INDICATED #6 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 />3(r, #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 #6'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: Fm = <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 3 OF SLAB SUPPORTED <br />3'-W O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6. W 1..1.4 OVER <br />GENERAL <br />3112" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' 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 />18" <br />- <br />(2)#69 <br />FMC-18x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />F1-24x24 <br />24" <br />24' <br />12" <br />s <br />s <br />"BELOW GIRD <br />TEA <br />8" <br />SEE PLAN <br />8" <br />-7ff <br />A s <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />- 0'-0" <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />O a <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30" <br />30"1 <br />12' <br />(3) #Ss <br />(3) #59 <br />- 8" BELOW GRD <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #Vs <br />(3) #Vs <br />- 12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4' =,'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003328 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888.2628 <br />FAX: 813-OW2802 <br />momommow <br />BUDDIV a# LOT <br />SILVERADO <br />LOT #2 <br />BIK #13 <br />?ROJSCTM <br />03719.000-02131 <br />MODEL: <br />2795-F <br />GARAGE AWING: <br />FT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />D � 8/11/20 <br />8CALE: 1/4"=1'-0" <br />9HEET <br />si <br />