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dB'.Ir <br />4,-W <br />9'4" <br />1'-a" <br />5'-0" <br />T-10" <br />4,4, <br />T-8" <br />0� <br />4 <br />TOP OF <br />" <br />SLAB <br />, <br />------�Om—' <br />—3t,—_1.1 <br />— <br />---- <br />. .Rlllllllllll.l <br />3 <br />1FM-ISX18 <br />IIIIll�II1 <br />IIIIIIII <br />III1I1III <br />4"CONC. <br />• <br />`� <br />mmLL <br />oa:—SLAB <br />1 <br />� <br />41 "PFVMC <br />„ <br />9,4, <br />3,_1„ <br />CHASE <br />•3 1/2 <br />j <br />I <br />. <br />I <br />I <br />FM-16X18 <br />1 <br />I <br />L SE:2 <br />� <br />.1 <br />EXTEND <br />SLAB 1 <br />111111 C. ownIN <br />I <br />IF <br />c Ij <br />I <br />13la <br />� ii <br />I <br />I <br />I <br />j1 <br />1 <br />, <br />2'-5" <br />"of 11,1. <br />I <br />r TE 2 <br />�� <br />ijl <br />ml <br />xl <br />I 12 <br />it <br />I <br />' <br />jj <br />j b <br />I <br />to <br />0 0'•0" FIN. ELEV. <br />jj j <br />j <br />1 <br />FIN. C�ONC' SLAB <br />II <br />I <br />1"PVC CHASE n j <br />1 <br />FOR ELEC. 0 <br />I <br />ISLAND <br />1 <br />II 11 <br />I <br />I <br />I 1 <br />jj <br />I <br />1.1 <br />IIr <br />I <br />34,_10„ <br />j <br />13'-2" <br />I m <br />ij m <br />I <br />� LL <br />I <br />I <br />Il <br />I <br />----TE 1 --- <br />• i <br />1/2" <br />11,-3 <br />Y EXTEND <br />I <br />SUB 1 1/2" x <br />I <br />I <br />1 <br />I <br />G I ' <br />I <br />I <br />I <br />I <br />I <br />F4 <br />F4 <br />20'-4" <br />24'-4" <br />3'-4" 1 <br />I <br />I <br />I <br />2 I . <br />EXTEND <br />I <br />ip <br />fv <br />SLAB 1 1/2" <br />I <br />�`+ <br />a <br />m l <br />I <br />r - - - - <br />FM-18X18 <br />I <br />o 4 <br />1 <br />I 2 <br />N <br />Lj <br />I <br />I 31/2" <br />LL I <br />Zag <br />U <br />I� <br />I <br />o <br />i oa <br />� <br />ILL <br />m <br />I <br />I 1 <br />1 <br />1 <br />+5 1/2" 4 <br />41 <br />1 t.t <br />I <br />FM-1-2 <br />--J <br />L----- FM•i8X18 <br />— FM-18X18 <br />�• <br />T -1 <br />� <br />4 <br />4 <br />3'-r' <br />T-10" <br />6.-4„ <br />6'-4" <br />,-4" 1. <br />18,E <br />1.1 <br />1,_8„ <br />8,_9" <br />,4" <br />13'-" <br />28'4" <br />48'-0" <br />/�4" CONC. <br />SLAB <br />z <br />O <br />m <br />45 <br />T' <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 + 9-0", 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 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 />WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />l l.GNDICATES #5 BAR, ONDICATES #6 BAR, EDICATES 97 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 =361, 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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'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 TMS 402/802-18, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE' <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />Bxe W7.4xW1.4 OVER <br />GENERAL <br />3 1- <br />B 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-18xl8 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-18x18 <br />16" <br />CONTINUOUS <br />is" <br />- <br />(2)#5's <br />IN CURB <br />VARIES <br />F-24x24 <br />24' <br />24" <br />12, <br />(2)#5's <br />(2)#51s <br />_#6 <br />TEA <br />8" <br />SEE PLAN <br />1. <br />- <br />(1)#5's <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) 95'a <br />1 #6 IN CURB <br />107 <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />we <br />441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 327W <br />PH: 407-774-6076 <br />FAX: 407-7744078 <br />w .abl"gnSmW.omi <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: 813.88'2628 <br />FAX: 813-886-2802 <br />awTWE" 08/02/21 <br />BERET <br />si <br />