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<br />SLAB
<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 />OTHERWSE.
<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.EIINDICATES #5 BAR, EIINDICATES #6 BAR,RINDICATES #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 TMS 402/602-16, 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"S"
<br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND.
<br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i 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, 7lh EDITION
<br />SLAB SCHEDULE
<br />SLAB
<br />THICKNESS
<br />I REINF.
<br />REMARKS
<br />6x6 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 />MARK
<br />WIDTH
<br />LENGTH
<br />THICKNESS
<br />BOTTOM REINF.
<br />TOP REINF.
<br />T.O.F.
<br />SHORT
<br />LONG
<br />FMA&18
<br />16,
<br />CONTINUOUS
<br />16'
<br />-
<br />(2)#5's
<br />FMC-16xl8
<br />16"
<br />CONTINUOUS
<br />18"
<br />-
<br />(2)#5's
<br />#5 IN CURB
<br />VARIES
<br />F-2424
<br />24"
<br />24'
<br />12,
<br />(2)#5's
<br />(2)W.
<br />TE-1
<br />8"
<br />SEE PLAN
<br />8"
<br />-
<br />(1)#5's
<br />TE72
<br />B"
<br />SEE PLAN
<br />8"
<br />FOUNDATION PLAN
<br />SCALE: 1/4" = V-0"
<br />A R C N IT E C T•
<br />6
<br />�Sgn
<br />Group.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<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: 8134H6-2628
<br />kIII FAX: 813-886-2802
<br />SU13MV. de LOT
<br />SILVERADO
<br />LOT #20
<br />BLK #16
<br />PROJECT
<br />03719,001-20161
<br />MODEL
<br />23 8—
<br />GARAGE STI/ING:
<br />PAGE:
<br />FOUNDATION
<br />PLAN
<br />IL 15Y4VH E
<br />
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