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17-0" <br />26'4" <br />'-4" <br />101-W <br />9'-8" <br />13`4" <br />3'-10" <br />V-8" <br />EXTEND <br />'4 <br />T <br />SLAB 1 1/2" <br />" <br />LAB <br />Ir <br />FM-12X18 <br />— — — — — — <br />— — Ji <br />3 <br />r FM-12X12 <br />1 4" <br />CONC. <br />'!2 <br />1 1A <br />ix <br />1.1 <br />N <br />SLAB <br />Ix <br />W <br />� <br />*31/7' <br />LL <br />ya m <br />I <br />I <br />F-24X24 <br />I <br />I T-2" <br />6,-4" <br />2,-6' <br />10 <br />,i <br />i� <br />, <br />I <br />I <br />I. <br />r- ----- <br />FM-12X18 m <br />1A <br />4" PVC CHASE <br />. I <br />i <br />To OF <br />I <br />SLAB <br />I 1"PVC CHASE <br />FOR ELEC. x <br />mI <br />II ISLAND ,fix <br />1A <br />1 LL <br />b� <br />I <br />I <br />I <br />EXTEND <br />sLAB 1 vr' <br />II. <br />-----LE1------ <br />*5 1/2" <br />� <br />N <br />I <br />5 • <br />I <br />I <br />24 <br />1 T-8" <br />1A <br />I <br />ml1 <br />,A <br />1.1 ,1 <br />EXTEND <br />O <br />FM-12X18 <br />SLAB 1 1/2" m SIMILAR <br />1A <br />2 <br />(4" CONC. LL <br />I <br />SLAB <br />( <br />N <br />I 61 T-5" <br />5" <br />Ig <br />( <br />I �1 <br />r2V11 <br />---iA 1 <br />I <br />SIMILAR71/2' <br />FMC-12X16 <br />1A <br />L1.1 <br />1 1.1 A, <br />1.1 FM-12X18— <br />MC- <br />12X18 <br />4 <br />FM-12X18— <br />4 <br />— <br />FAA 12X12 <br />— _ — — <br />8'-8" <br />2'-8" 2'-0" <br />4'•4" <br />2'-0- <br />•, <br />18'-0" <br />2'-8•, <br />19'-4" <br />38'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />4" CONC. <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 w0'0. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w90, 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.EINDICATES #5 BAR, BNDICATES #6 BAR, ODICATES #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", #6.38'), 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 2,000PSF. 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 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WTH TMS 4021602-18, USING: Pm = 2,D00 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 y OF SLAB SUPPORTED <br />3'-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 W1.4xW1.4 OVER <br />GENERAL <br />3 VT <br />6 MIL VAPOR <br />COMPACTEDFILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 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 />FW12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17 <br />(2) #5's <br />(2) #51s <br />_ <br />_ 0"4" <br />FMAZd2 <br />124 <br />CONTINUOUS <br />17' <br />(2)#V <br />(-)0'4" <br />TEA <br />S" <br />SEE PLAN <br />all <br />- <br />(1)#5's <br />4 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7744078 <br />FAX: 407-77440078 <br />www.abdmkgngroup.oDm <br />AA #: 0003325 <br />E <br />Z <br />O <br />m <br />ai sDiv ee LoT: <br />ABBOTT PARK <br />LOT# 4 <br />BLK. 13 <br />P1loimcT#: <br />0418 .00 -04 3 <br />11 ODZI : <br />4EAB <br />1672- ARIA" <br />GARAda 8WIN s: <br />RIGHT <br />PALM <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />pnorr <br />DA7M 09/21/21 <br />8CALM 1/4"=1'-0" <br />DHIMT <br />si <br />