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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, EIINDICATES #6 BAR,RBNDICATES #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 } 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 />616 W1.4-1.4 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
<br />I WIDTH
<br />LENGTH
<br />THICKNESS
<br />BOTTOM REINF.
<br />TOP REINF.
<br />T.O.F.
<br />SHORT
<br />LONG
<br />FM-12x18
<br />12,
<br />CONTINUOUS
<br />IS.
<br />-
<br />(2)#5's
<br />-
<br />(+)0'-0"
<br />FM-16x18
<br />16,
<br />CONTINUOUS
<br />19,
<br />-
<br />(2) #5's
<br />FMC-1208
<br />12,
<br />CONTINUOUS
<br />19,
<br />-
<br />(2)W.
<br />#51N CURB
<br />VARIES
<br />7MC-16x18
<br />16'
<br />CONTINUOUS
<br />18"
<br />-
<br />(2)#5's
<br />#51N CURB
<br />VARIES
<br />CW-12x12
<br />17,
<br />CONTINUOUS
<br />17,
<br />-
<br />(2)#5's
<br />CWC-12x12
<br />12,
<br />CONTINUOUS
<br />17
<br />-
<br />(2)#5's
<br />#51N CURB
<br />VARIES
<br />TE-2
<br />12,
<br />SEE PLAN
<br />1.
<br />-
<br />(2)#5's
<br />F7-24x24
<br />24"
<br />24"
<br />17,
<br />(2)#5's
<br />(2)#5's
<br />F2-24x24
<br />24'
<br />24'
<br />12,
<br />(2)#5's
<br />(2)#5's
<br />BELOW GRAM
<br />73724x24
<br />24'
<br />24'
<br />17,
<br />s
<br />s
<br />(-p'{'BELOWGRADE
<br />Ft-36x36
<br />36'
<br />36'
<br />17,
<br />() 's
<br />() 's
<br />(-)V-f BELOWGRADE
<br />F1-30X30
<br />30'
<br />3T
<br />12,
<br />(3)#51s
<br />(3)#51s
<br />_
<br />-r BFIAWGBADE
<br />F-30X30
<br />30'
<br />30'
<br />12,
<br />(3)#5's
<br />(3)W.
<br />_
<br />4-BELOWGRAm
<br />CMC-12X12
<br />17'
<br />CONTINUOUS
<br />17'
<br />-
<br />(2)#5's
<br />#51N CURB
<br />4V-0"
<br />19,-8"
<br />I, 5' 5" ., 4'-6" 5'-5" I, 12' 8" 1'-41. T-2" .. T-6" 5". 3'1" .. 9'-0" I.
<br />F2-24X24—\
<br />i
<br />I
<br />R
<br />r-----------------
<br />FM 12x18
<br />— o
<br />------FM-12X18 �
<br />I
<br />I I
<br />I m m l
<br />4" CONC. I
<br />EXTEND END OF PVC
<br />I n I
<br />SLAB au I
<br />ri I
<br />0'-0"
<br />CHASE UP 12" ABOVE
<br />TOP OF
<br />c
<br />I I
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<br />w N
<br />COND. CONC. PAD
<br />m
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<br />ya EXTEND
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<br />SLAB 1 1/2" I
<br />M
<br />I
<br />I. I
<br />12'-4"
<br />12 -2"
<br />D
<br />3. 2"
<br />I F1-36x36 F1-36x361
<br />I I I
<br />•
<br />I I I
<br />�J �1_FM-16X18
<br />1 4 I
<br />I I
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<br />16'-0" 15_'-0_" #4 X 7'--_0"
<br />.C�.
<br />W/ 10" HOOK @ 30" O.C.
<br />%IIIIII
<br />8. -9" 25'-0„
<br />14'-9"
<br />4a
<br />%�Y
<br />PROTECTION TREATMENT MAY
<br />I 2X4 WOOD 0
<br />WALL W/SYP.BORACARETERMITE # 2 STUDS @
<br />12" O.C.
<br />II)II
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<br />PVC CHASE
<br />BE USED IN LIEU OF SOIL
<br />9
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<br />TOP of
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<br />LJ
<br />1.1
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<br />4, 9„
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<br />A'Q.0
<br />.mro Bo —STDSUNER 2'-B" 1.1 .1 1.1 �P OF EA.TRUSS ILL
<br />X30o
<br />EXTEND
<br />F- I
<br />8
<br />SLAB 1 1/2"2
<br />• � I I �
<br />N,.,
<br />I X I
<br />(1) #5 BAR I
<br />GROUTED I 5'-0' 3'-0" i t'4"
<br />CELL
<br />I BENEATH I I U 10'4" 19'4"
<br />I WINDOW EXTEN I
<br />L _ _ SILL _ FM_16X18 _ SLAB 1 1/2—
<br />a I
<br />4" (.'ONC.
<br />°p ro SLAB uI
<br />013'
<br />N
<br />4'-8"
<br />4" 8-43
<br />F-30X30 w
<br />c
<br />,w
<br />2
<br />U----FM-12Xt8 1
<br />---- J I------ ILL I
<br />1.1
<br />4
<br />2 I FMG16X18 3 I
<br />1., (�FM-i6X18
<br />F3-24X24 —
<br />N,
<br />10 I
<br />1A I
<br />F1-30X30
<br />4
<br />.-
<br />1 1 N FMC-12X18 * (-)7 FMC-12X18 I
<br />LL M_12x18
<br />FOUNDATION PLAN
<br />A R C Hi T E C T S
<br />6
<br />GIFoupOLw.
<br />t41 N. RONALD REAGAN BLV
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abdesipgmup.mm
<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: 8134886-2628
<br />FAX: 813.888-2802
<br />111111111
<br />01111111111
<br />BLMDIV. dt L+OT:
<br />SILVERADO
<br />LOT #15
<br />BLK 16
<br />PROJECT#
<br />03719, 001-15161
<br />1[ODEL•
<br />3278-JORDYN II
<br />GARAGE SWING:
<br />RIGHT
<br />PAGE:
<br />FOUNDATION
<br />PLAN
<br />1 H E C
<br />Dw 07/12/21
<br />SCALE: AS NOTED
<br />aHEET
<br />s1
<br />
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