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30'$" <br />R C N I T E C T 8 <br />— TE1---- r <br />I <br />ao <br />`O 4" CONC. <br />w SLAB ILL <br />N (L F, <br />Y <br />(V <br />3 1/2 <br />J <br />fM-,6X18 EXTEND <br />SLAB 1 1/2' Y <br />FM-16X18 <br />1" PVC CHASE <br />FOR ELEC. <br />ISLAND <br />$0-0_ <br />TOP OF <br />SLAB <br />4" PVC <br />CHASE <br />3'-T 1 <br />TE-1 J <br />I <br />w'I *3112 <br />I <br />EXTEND <br />SLAB 1 1/Y <br />A <br />1 <br />TE2 <br />— <br />V <br />Q <br />1 <br />— <br />— — <br />— T E-2_ _ <br />3 <br />4 <br />7 <br />2'-3" 5 <br />�;51/2 <br />1 <br />10'-10" <br />18'-10" <br />FM-16X18 <br />1 <br />EXTEND <br />I <br />SLAB, 1/2" <br />11 iv <br />iv <br />2 <br />JU 1018 <br />1 <br />—. <br />F1-24X24 <br />3 1/2 <br />4 <br />m <br />xI <br />1• <br />1 3-0 <br />iY <br />FMC-16X18 <br />01 <br />4" CONC. <br />LL <br />SLAB <br />1 <br />ml w 4 <br />4 <br />#A'L <br />X18 '1 <br />m <br />" 3 2" <br />" 7" <br />$_ <br />� <br />FM-16X16 <br />471/2 <br />1 <br />— <br />F1-24X24 <br />q <br />R== <br />'1 <br />N— <br />—— <br />FM-i6X18 <br />— — <br />T <br />—EE <br />%t <br />f2 <br />'CONC. <br />SLAB <br />0'-0" <br />CONC. <br />SLAB <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE 10'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION --V-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 />11.[]INDICATED #5 BAR, OINDICATES #6 BAR ONDICATES #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 FLANS. <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 ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (FOP 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 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. 530-13/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 543, 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 4 OF SLAB SUPPORTED <br />3'-0" 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, 61N EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 WIAXW1.4 OVER <br />GENERAL <br />3 1l2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' 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-l6x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />(+)0'-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />Fl-24x24 <br />24" <br />24" <br />12" <br />(2) 's <br />2)#5's <br />(-)8" BELOW GRD <br />TE-1 <br />8" <br />SEE PLAN <br />B" <br />- <br />7ff IT. <br />_ <br />- '{" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />) s <br />(_ 9-01 <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />) s <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />30" <br />30' <br />12" <br />(3) #5's <br />(3) #5'8 <br />(-)8" BELOW GRO <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #Fs <br />(3) #5s <br />-)12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-0" <br />PH: 407-774-Li <br />FAX: 407-774 <br />www.abdesigi& <br />AA #: 0003 <br />DRAFTING I ' <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.886-2628 <br />FAX: B13896-2802 <br />stmDrv. & LOT <br />SILVERADO <br />LOT #13 <br />BLR" #10 <br />PROJECT# <br />03719.000-13101 <br />MODEL1 <br />2795-D <br />GARAGE S1RNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />ORZNT 8/03/20 <br />DATE: <br />SCALE: 1/4"=1'-O" <br />SFIEET <br />s1 <br />