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<br />(2) #5 REBAR ON CHAIRS
<br />1-STORY FOOTING W/ BLOCK WALL
<br />SCALE: 3/4"=1'-0'
<br />(1) #5 REBAR VERTICALLY W/ CONIC POUR
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<br />FOUNDATION PLAN
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<br />1'-4' I'-10'
<br />ON CHAIRS
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<br />STEM WALL TO MONOLITHIC
<br />CONNECTION
<br />2 STORY FOOTING AT GARAGE
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<br />SCALE : 314"=r-a'
<br />scALE:34"=r-a'
<br />scALE: 3/a^=r-a'
<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 +-01-0".
<br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED
<br />OTHERWISE.
<br />4. REFERENCE ELEVATION +-(Y-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 12" 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 SPECIFICATK)NS.
<br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT.
<br />11.13NDICATES #5 BAR, BNDICATES #6 BAR, INDICATES #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", #8 =381, AND REINFORCING SHALL BE CONTINUOUS.
<br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZEAND STEEL
<br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE
<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 #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 402802-16, BUILDING CODE
<br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION
<br />SHALL BE IN ACCORDANCE WITH TMS 4020502-16, 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 3 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 />DOWEL LEGEND
<br />VERTICAL DOLLS L NOT TO
<br />O EXCEED 3' COVER FROM
<br />roP of BLAEs
<br />NOTE:
<br />HANDRAIL REQUIRED IF GRADE
<br />IS 24" BELOW PORCH FINISHED
<br />FLOOR.
<br />NOTE:
<br />CONC. STEPS VARY PER GRADE.
<br />(IF REQUIRED).
<br />SLAB SCHEDULE
<br />SLAB
<br />I THICKNESS
<br />I REINF.
<br />I REMARKS
<br />ex6 W1.4xW1.40VER
<br />GENERAL
<br />3 12'
<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 />FM-1208
<br />12,
<br />CONTINUOUS
<br />18"
<br />-
<br />(2)#5's
<br />FM-16a18
<br />16'
<br />CONTINUOUS
<br />18"
<br />-
<br />(2)#5's
<br />FM-20x18
<br />2T
<br />CONTINUOUS
<br />18"
<br />-
<br />(2)#5'S
<br />FMC-16x18
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<br />CONTINUOUS
<br />18"
<br />-
<br />(2)#5s
<br />-
<br />VARIES
<br />CW-12x12
<br />12'
<br />SEE PLAN
<br />12,
<br />-
<br />(2)#5's
<br />+0•-0•
<br />CWC-1202
<br />12'
<br />SEE PLAN
<br />12'
<br />-
<br />(2)#Ss
<br />VARIES
<br />F-24x24
<br />24"
<br />24"
<br />12'
<br />(2) #5's
<br />(2) #Vs
<br />+ 0'.0•
<br />TEA8"
<br />SEE PLAN
<br />e"
<br />-
<br />(1)#V
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdosigngroup.com
<br />AA #: 0003325
<br />O
<br />I tngDIi de LAT
<br />ABBOTT PARK
<br />LOT #32
<br />BLK #11
<br />PROJECT#
<br />04181.000-32113
<br />MODEL'
<br />4EHB
<br />"2605— HAYDEN"
<br />GAP40E e11IMG:
<br />RIGHT
<br />PAGM:
<br />FOUNDATION
<br />PLAN
<br />60 MPH EXP.
<br />DA 08/31/21
<br />sCALE: 1/4"=1'-0"
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