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S�LAB� <br />TOP OFT <br />re <br />i 1 i <br />30'-B" <br />19'-4" <br />27'-2" <br />18'-0" <br />31, <br />ra- <br />- — — <br />TE-1 <br />— <br />— — <br />I <br />L <br />` <br />�`�� <br />— <br />— <br />FM-16X18 — <br />— <br />— — — <br />4'-5"`" <br />3,_2" <br />3'-2" <br />10'4" <br />8'-4" <br />4"CONC.� <br />F2-30X301 <br />m <br />SLAB <br />w <br />CHASE <br />F'1.30X30 <br />.a <br />I <br />1 <br />-31/2* <br />`\` \�\` <br />%``�`� <br />1.1 <br />II <br />U <br />1" PVC CHASE <br />L.� <br />— <br />o ti <br />0\ <br />FOR ELEC. @ <br />EXTEND <br />FM-16X18 <br />ISLAND <br />;I` <br />SLAB 1 112" <br />1 <br />I <br />18'-0' <br />B'-10" <br />2r-2" <br />I <br />� <br />TOP�OF <br />` <br />`% SLAB <br />3'-2" <br />L TE-1 <br />ml <br />�TE1 <br />12 <br />1% <br />4 <br />1.1 <br />W <br />LL <br />20'-8" <br />. I <br />I <br />I <br />I <br />I <br />� <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />N-- <br />TE2 <br />I' <br />I <br />-- <br />L T E-2 <br />— — <br />— — <br />8 <br />1 <br />7 <br />-5 1/2* <br />5 2• 3" <br />@ <br />,., <br />I <br />2 <br />2'-8" <br />2'_8" <br />5'-6„ <br />I b <br />w <br />10'-10" <br />EXTEND <br />1.1 18'-10" <br />O <br />I <br />`I <br />f I - <br />SLAB 1 112" <br />aw <br />11 <br />11 <br />1 <br />L <br />FM-16X18 <br />�7 <br />I <br />o <br />F1-24X24 <br />I <br />` <br />I- <br />1 <br />I <br />FMC-16X18 <br />1I 2' <br />ILL <br />4" CONC. <br />2 G" <br />19-V <br />7-v 10 <br />r-w <br />SLAB I� <br />I� <br />2 <br />a <br />1.1 1.1 <br />z <br />0 a <br />T.6" <br />3-2" 3- " <br />7 1 /2 <br />4 <br />v <br />FM-16X18 <br />Ft-24X24 <br />— <br />— <br />— — <br />— — FM-l6X18 <br />L <br />T E -1 <br />— — <br />'-4" <br />5'-0" '-4" <br />20'-0" <br />9'4" <br />7'-8" <br />13'-0" <br />50'-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 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 />8. 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 #6 BAR, EINDICATES #6 BAR,■NDICATES #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 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 #R5'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 5-13, USING: Pm = <br />2,000 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 i 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />ITHICKNESS <br />REINF. <br />REMARKS <br />6x6 W I AXW I A OVER <br />GENERAL <br />31/2" <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-16x18 <br />16" <br />CONTINUOUS <br />Is" <br />(2)#5'8 <br />- <br />(+)0'-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />181, <br />-7Z <br />ffs <br />#51N CURB <br />VARIES <br />Ft-24x24 <br />24" <br />24" <br />12" <br />s <br />s <br />(-)8" BELOW GRD <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />8 <br />- 14' <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 />5s <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />30" <br />30" <br />12" <br />(3)#5's <br />(3)#5'e <br />(-8"BELOW GRD <br />F2-30X30 <br />30" <br />0" <br />12" <br />(3) i#5's <br />(3) #5's <br />- 12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 327W <br />PH: 407-774.8078 <br />FAX: 407.774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <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: 813.886.2628 <br />FAR: 813�88-2802 <br />aUDDIV. Se LJOICI <br />SILVERADO <br />LOT #15 <br />BLK #13 <br />PROJECT/, <br />03719,000-15131 <br />"N5-D <br />GARAGIC 8111IxG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH E B <br />DIRINT 10/30/20 <br />8CAIX: 1/4"=1'—O" <br />B*MZT <br />s1 <br />