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SLAB <br />19'-4" <br />III \\\ <br />----------L <br />� <br />o <br />3 <br />1.1 <br />4'-4"��` <br />3'-2" <br />3'-2" <br />10'-4" <br />8'-4" <br />F2-3OX30' <br />gl <br />4" CONIC. <br />\ <br />W <br />SLAB w <br />` \ /'4" PVC <br />%`\ <br />F11-30X30 <br />{ <br />q <br />/ CHASE <br />ll <br />CL <br />O <br />.3112* <br />c <br />N <br />I U <br />l" PVC CHASE <br />w U \\\`\ FOR ELEC. @ <br />EXTEND FM-16X18 <br />`"' <br />d ISLAND <br />`- <br />Y <br />SLAB 1 1/2" i <br />a: <br />tV <br />n <br />22,_2" <br />I <br />I <br />Tom- l <br />v <br />SLAB v <br />L TE-1 <br />0, <br />\` <br />I <br />_ <br />-31/2"� Iw <br />o <br />FTE1 <br />N <br />12 <br />4 <br />1. <br />1 <br />N <br />I `\ <br />I <br />iv <br />'e <br />a <br />1 <br />0+ <br />iv <br />1.1 <br />I <br />0 <br />I <br />20'-0" <br />29'1" <br />4 <br />N <br />fV <br />I <br />^ <br />I <br />I <br />I <br />I <br />i <br />I <br />N <br />4 <br />v <br />lV <br />b <br />N <br />�y <br />I <br />I <br />iV <br />TE2 -- <br />I• <br />I <br />I <br />j- <br />1 <br />8 <br />1.1 <br />0 <br />7 <br />I <br />N <br />1.1 I <br />-51 <br />5 2'-3" <br />II N <br />,., <br />_ <br />I <br />2' 8" 2-8" <br />5'a" <br />� <br />m <br />10'-10" <br />I 18'-10" <br />m <br />EXTEND <br />I <br />LL <br />' I <br />SLAB 1 1/2" <br />m <br />I <br />1,1 w o <br />1.1 <br />L <br />FM-16X18 <br />N <br />i <br />F1-24X24 <br />.� <br />b <br />o <br />w <br />I> <br />4 <br />-3 1/2" I I <br />11 <br />0 <br />FMC-16X18 <br />3'-5"1 <br />I I <br />LL <br />ON . <br />SLAB <br />I <br />2'-W <br />I <br />1.1 1.1 <br />O a <br />I <br />m <br />— <br />FM-1 18 <br />rn Ig <br />roF <br />911. 51„ <br />-7 1/2*, 4 <br />ti <br />• <br />FM-18X18 <br />1.1 <br />4 <br />F1-24X24 — — — <br />FM-1 <br />— — — — 6X18 <br />� <br />N <br />q <br />TE-1 <br />20'-0" I. 9'-4" <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 />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 OINDICATES #5 BAR, MINDICATES #6 BAR,ENDICATES 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 =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 4021602-16, USING: F'm = 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 } OF SLAB SUPPORTED <br />T-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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 Wl AxWlA OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTBARS �DT30" LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)N6's <br />- <br />(+)0'-T <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />#51N CURB <br />VARIES <br />DFMC-l6xl8 <br />24" <br />24" <br />17' <br />(2) 's <br />(2)#5's <br />- ' BELOW GRD <br />8" <br />SEE PLAN <br />91 <br />8" <br />SEE PLAN <br />8" <br />1T <br />CONTINUOUS <br />1T <br />- <br />12)#5's <br />#S IN CURB <br />VARIES <br />F1-30X30 <br />30' <br />30' <br />17, <br />(3) #5's <br />(3) #5's <br />(-)8" BELOW GRD <br />F2-30X30 <br />30" <br />30" <br />17' <br />(3) #5's <br />(3) #5's <br />-)17' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-O" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B- DESIGN GROUP <br />DRAFTING INC. <br />6439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813S86-2628 <br />Ilk FAX: 81343W2802 <br />[r03719,001-02, <br />UBDIV" de X OT" <br />SILVERADO <br />LOT #2 <br />BLK 15 <br />ROJECT/t <br />151 <br />HODE19 <br />2795-CAMDEN <br />GARAGE BNIPTO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />159ekH EA B <br />r <br />SCALE: 1/4••=1'-O- <br />8*=ET <br />s1 <br />