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TE-1 <br />4" CONC. <br />SLAB <br />TOP OF <br />rn <br />28'-2" SLAB <br />ro <br />3 <br />— — — — — — — <br />— _i-1A <br />_ — <br />r <br />FM-16x78 <br />11..- <br />—4— <br />I <br />I1.1 <br />1.1 <br />i i <br />I <br />3'4011 <br />ii 4"PVC <br />11CHASE <br />U <br />6 <br />LL <br />TOP OF <br />i I <br />4 <br />SLAB <br />II LL <br />W Lj <br />N <br />II I <br />10 <br />Irv- <br />I <br />I <br />i 1 <br />20'-5" <br />7'-5" <br />l l'-10" <br />LL <br />C W12x12 1'1 <br />F- _ <br />II <br />111 <br />N <br />;; <br />L_ Lr <br />F-24 <br />LL II Z <br />CWC-12xl1 <br />N N11N <br />� <br />Q11— <br />v�i <br />n UPT02NDFLOOR <br />,Yy <br />;p <br />m <br />1 <br />auW <br />I (FIELD VERIFY <br />p I <br />, <br />- <br />Y <br />I I II <br />^ II <br />8 EXACT LOCATION) <br />.�- <br />°o <br />1 IV, I <br />.1 <br />I I <br />5 <br />1.1 3•-0" <br />o <br />i to <br />Ix <br />#3 TRANSFER STEEL <br />o <br />I I 0 24" O.C. MAX <br />O <br />1A 2 <br />SIM. <br />i, 0'-I' FIN. ELEV. r <br />I <br />'1 '1 -I <br />V FIN. CQNC. SLAB <br />I <br />I <br />r <br />4" CQNC. <br />`O <br />11 <br />I SLAB <br />�I <br />.1 <br />ILL ; <br />�A.NaI <br />L — FM-18x18— _ _ _ <br />Y.31/2" <br />_---J <br />FMC- <br />I <br />16x18 <br />3'-8" 9'-it" <br />4'-5" <br />-10" <br />18'-0" 2'.1 " <br />" <br />m <br />mi7 <br />n <br />L <br />FM-18x18 <br />Ii'a <br />— _ — _ — — <br />o <br />4 F 4 <br />0 <br />Y <br />1.1 1. <br />iv <br />5'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <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 +-O'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. <br />S. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAM AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 10 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 SPECIFICATIONS. <br />10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />l l.GNDICATES #5 BAR, 9NDICATES #6 BAR, NDICATES #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 =381, 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,OOIPSF. 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 402502-16. USING: Pm = 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 s OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR VW(M1 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 />REINF. <br />REMARKS <br />fix6-1.4XW1.40VER <br />GENERAL <br />3 117' <br />S MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATIgN WITH W 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-12x18 <br />12, <br />CONTINUOUS <br />18" <br />(2)#5's <br />FM-1&18 <br />18" <br />CONTINUOUS <br />18' <br />- <br />(2)06s <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />+ 0•-ry <br />FMC-16xl8 <br />18" <br />CONTINUOUS <br />10" <br />- <br />(2)#5h <br />- <br />VARIES <br />CW-12x12 <br />1T <br />SEE PLAN <br />12, <br />- <br />(2)#5% <br />- <br />+O"-U' <br />CWC-12xl2 <br />12, <br />SEE PLAN <br />12' <br />- <br />12)#5's <br />- <br />VARIES <br />F-24x24 <br />24" <br />24'• <br />17' <br />(2)#5's <br />(2) 's <br />_ <br />+0•{7" <br />TE_1 <br />8.. <br />SEE PLAN <br />8" <br />- <br />(1) # 's <br />_ 0•.1^ <br />•1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.wm <br />AA #: 0003325 <br />Z <br />O <br />sumly ae Lose <br />ABBOTT PARK <br />LOT #2 <br />BLK #14 <br />PHASE 4C <br />PROJSOT/1 <br />4181.04C-0214 <br />1[OD�Ii <br />4EHB <br />2605— HAYDEN" <br />OAVAGM 8lFM TCie <br />RIGHT <br />]PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />