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SLAB <br />FOUNDATION NOTES <br />tv <br />in <br />4- CONC. <br />q SLAB <br />`.4 SLOPE 1/I <br />O <br />1C2 <br />0 m <br />IU <br />Iwti <br />J <br />ILL v <br />i� <br />I <br />3'-2" <br />L TE_l <br />I <br />-31/2* IwF <br />I <br />F- <br />T�1 <br />12 <br />1.1 <br />I <br />m <br />Im <br />I� <br />1 <br />7 I FM-16718 r r I— — <br />4" PVC <br />CHASE <br />20'-8" <br />1" PVC CHASE <br />FOR ELEC. @ <br />ISLAND <br />m ---0 A---- <br />TppOF* 1 <br />SLAB <br />EXTEND <br />SLAB 1 1/2" <br />F 0. <br />-3 1/2" ----TE-2 ---- <br />A <br />-5 1/2* <br />TE-2 <br />iV <br />—___TE1_--__ <br />— <br />F2-30X301 <br />F- <br />4" CONC. <br />SLAB <br />a <br />w <br />�a <br />Y <br />lV <br />I <br />4'-4" 9'-2" <br />5'-10" <br />-3 1/2* <br />EXTEND FM-16X18 <br />NSLAB <br />1 1/2' <br />1'1 <br />22 -2" <br />I <br />ml <br />�I <br />�I <br />4 <br />I <br />( <br />I <br />o <br />29'-4" <br />I <br />I <br />) <br />�rM-i15A16 EXTEND <br />SLAB 1 112" <br />iv � 11 <br />yF1-24X24 <br />Ix 4 <br />FMC-16X18 <br />LL -I <br />. -0" 16'-0" „2'-0" 10 8'-0" 1-6 '1 <br />7 1/2* q <br />FM-16X18 <br />W,.0. <br />i <br />5'-0" It'-41. <br />4 <br />0 <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 />1113INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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 #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 6.13, 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 3 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x8 W1.4xWIA 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 />WIDTH <br />LENGTH <br />THICKNESS1#5's <br />REINF. <br />TOP REINF. <br />T.O.F. <br />LONG <br />16" <br />CONTINUOUS <br />18" <br />(2) #Vs <br />16, <br />CONTINUOUS <br />18"#S <br />IN CURB <br />VARIES <br />kFMC-l6xlB <br />24" <br />24" <br />12" <br />) s(-)8" <br />BELOW GRO <br />8" <br />SEE PLAN <br />8" <br />s <br />- '-4" <br />8"SEE <br />PLAN <br />8" <br />s <br />12" <br />CONTINUOUS <br />12" <br />58 <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30" <br />30' <br />12" <br />(3) #Ss <br />- <br />-)8" BELOW GIRD <br />F2-30X30 <br />30" <br />30' <br />12" <br />(3) #5's <br />(3) #5's <br />- 12" BELOW GRID <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-7746076 <br />FAX 407-7744078 <br />www.abdeslgngroup.00m <br />AA #: 0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA. FLORIDA 33634 <br />PH:8134HW2628 <br />FAX: 813.688-2802 <br />stmDrv. ae LOT: <br />SILVERADO <br />LOT #13 <br />BLK #13 <br />PltodECT# <br />03719,000-13 <br />mop1m.: <br />2795-F <br />GARAGE OWUM: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />m <br />I"PARINT 10/30/20 <br />11CALE: 1/4"=1'-O" <br />aFIEET <br />s1 <br />