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F TE-, <br />8'-0" T-6" 28'-2" <br />c <br />0'-0 <br />o <br />- <br />TOP OF SLAB <br />4" CONC. <br />3 <br />( SLAB 0 <br />.1 <br />w. <br />---------� <br />11 <br />FM-16x18 <br />11 <br />1A <br />1A <br />2'-8"10'-0" <br />II <br />II <br />it <br />4" PVC i i - <br />ml 4 <br />CHASE i N <br />0'-0" <br />`Q m <br />° <br />i <br />Ig �� <br />T <br />SLAB o <br />al <br />11 <br />O <br />J <br />J <br />ii <br />N <br />I U U <br />II <br />p O <br />11 <br />J v <br />T5" <br />20'-5" LL F <br />9 <br />1.1 C W-12x12 —J— <br />— -— <br />—6I <br />" 1 1 <br />m <br />1.1 11 o <br />F-2 x24 <br />ii <br />c <br />i <br />cWC-,zx,z <br />Oi <br />iz <br />m <br />c <br />O <br />— — �1— — <br />— — <br />wrigO <br />_ N <br />m 511� t�i p8O <br />w <br />iv <br />N <br />` <br />UP TO 2ND FLOOR m I <br />UUU I =N <br />iv <br />O <br />(FIELD VERIFY <br />EXACT LOCATION) <br />5 <br />1.1 <br />�cwn <br /># <br />2'-8" <br />9'-0" <br />9'-3" 9'-5" x 0 <br />N <br />Lx ,A , <br />N <br />O <br />I� #3 TRANSFER STEEL <br />rn <br />cPj@ 24" O.C. MAX <br />2 1A ao <br />. <br />- <br />lV <br />g <br />I <br />k 0'-0" FIN. ELEV. <br />I <br />SIM. <br />I FIN. CONC. SLAB <br />Ig <br />I 11 mI <br />1.1 LLI ZD <br />2 10" 16'-0" <br />2'-1 <br />� FM_16x18 — J <br />49.11, <br />FM-16x18 <br />L <br />J o 4" CONC. w LL v <br />o <br />— — — — <br />"v SLAB a �I <br />O LL <br />to <br />b <br />— — FM-12x18 <br />20'l" I1'-4"I, 5'-4" W-41, 10'-0.. <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+-V-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 />11.0INDICATES #5 BAR, 19INDICATES #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 =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 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (30D0 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR VWVM 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 />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 Wl,.1.4 OVER <br />GENERAL <br />3 1!L" <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-12x18 <br />12' <br />CONTINUOUS <br />16, <br />- <br />(2) #5'. <br />FM-16x18 <br />16' <br />CONTINUOUS <br />19, <br />- <br />s <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />FMC-16k18 <br />16' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />VARIES <br />CW-12x12 <br />17, <br />SEE PLAN <br />12" <br />- <br />(2)#5'8 <br />- <br />(+)0•'4' <br />CWC-IZK12 <br />17, <br />SEE PLAN <br />12" <br />- <br />(2) #'s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />( s <br />s <br />(+)0'-0" <br />TE-1 <br />8.. <br />SEE PLAN <br />6' <br />- <br />1 s-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwabdesigngroup.com <br />AA #: 0003325 <br />o <br />p <br />3 <br />Q <br />0 <br />O64 <br />SUBDIV. do LOT: <br />ABBOTT PARK <br />LOT #18 <br />BLK. #7 <br />PROJECT#1 <br />04181.000-18071 <br />MODEL• <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SVWG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 Ift EXP. C <br />DwR1 05/06/21 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />S1 <br />