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4" CONC.� <br />x �r� <br />L <br />"4 <br />N <br />o ----TE1-----� <br />FM-16X18 <br />-2" T-2" 10'A" 8'-4" a F2-30X301 <br />m <br />1.1 I 4" CONC. SLAB wa w <br />4' PVC m a I m <br />CHASE F1-30X30 y <br />1" PVC CHASE <br />FOR ELEC. C EXTEND FM-16X18 <br />ISLAND Y SLAB 1 1/2" 1 <br />0'-0" <br />TOP OF ? <br />SLAB <br />----71/2$ —� -- <br />fM-16X18 1.1 <br />29'-4" <br />TE-2 <br />N� <br />EXTEND <br />i <br />0 <br />•��► <br />o';lo ► oIIIL <br />p ©IN - <br />�Lo <br />Ulm <br />4 <br />n <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 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 />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 />11.171NDICATES #5 BAR, EIINDICATES #6 BAR,ENDICATES 07 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 #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 TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"3" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />T-O" 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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6xfi W1.—I.4 OVER <br />GENERAL <br />3 1/2' <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 I <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)#5's <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />16, <br />- <br />O s <br />#5 IN CURB <br />VARIES <br />F1-24X24 <br />24" <br />24" <br />12, <br />() 's <br />O 's <br />- 8" BELOW GIRD <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />--Tfm,. <br />(-)0'A" <br />TE-2 <br />8" <br />SEE PLAN <br />6' <br />- <br />(1)#5's <br />_ <br />(-g-o" <br />CW-C-12X-12 <br />12, <br />CONTINUOUS <br />17, <br />- <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />FI-30X30 <br />3U' <br />30" <br />1T <br />(3)#5's <br />(3)#5's <br />(-)8"BELOW GRID <br />F2-30X30 <br />30' <br />30" <br />12 <br />(3) #5's <br />13) #5's <br />-)12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407.7746078 <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: 81."86-2628 <br />FAX: 813.886-2802 <br />SVSDM & L.OT <br />SILVERADO <br />LOT #5 <br />BLK #16 <br />PROJECT* <br />03719.001-05161 <br />3#ODELa <br />2795-CAMDEN" <br />GARAGE EWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />15 H <br />DATTE: 08/10/21 <br />SCALM: 1/4"=1'— O" <br />SHEET <br />si <br />