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39'-8" <br />TE-1 <br />a, 0 4" CONC. <br />w SLAB <br />m <br />L ^ <br />ILh D0. F) <br />0'-0" <br />TOP OF <br />R <br />rn. <br />28' 2" SLAB 3'E" 8'-0" <br />3 <br />M <br />�— <br />--- <br />--- <br />FM-,6x16 <br />,A—,--- <br />'I"�-----4—� <br />3,_9„ <br />8,_2„ <br />5'-9" <br />i8,4- <br />II <br />5,-8„ <br />i <br />i i -4" PVC <br />iY' CHASE <br />R <br />h <br />- <br />ii ml <br />so W <br />I^ <br />�0'-0—" — io <br />T O <br />m <br />SLAB <br />11 LL <br />Op <br />O <br />w 9 <br />9 <br />II <br />CW-12x12 <br />i <br />ti <br />a <br />n <br />I. I —>— <br />11 <br />O <br />a <br />o <br />F-2 4mil <br />i i 1.1 <br />I <br />n <br />/- <br />w1l <br />CWC-12x1r1' <br />J <br />N V/ll <br />le <br />SSOIIU <br />`gyp <br />U) <br />I <br />I n UP TO 2ND FLOOR <br />a <br />O <br />�T--- a ll i w <br />w <br />I (FIELD VERIFY <br />8 <br />p <br />'may <br />^ <br />O <br />f I <br />EXACT LOCATION) <br />O <br />0 <br />I<V <br />#3 TRANSFER STEEL <br />I <br />I <br />I I C 24" O.C. MAX <br />^ <br />OI <br />O <br />N <br />I " <br />1A 2 <br />0F'I�-0FIN. ELEV. <br />SIM. <br />CONC. SLAB <br />I <br />0 <br />m <br />I <br />21 <br />L _ FM-16x18 _ <br />- <br />-— <br />FMC- <br />16xl8 <br />I <br />2'-1 ' <br />� � <br />w � 4" CONC. `? <br />T <br />M <br />FM-i8x18 <br />a SLAB a <br />LL <br />_ _ <br />4 4 <br />. L _ — — — FM-12x18 _ <br />4 <br />N <br />Y <br />,., <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 +4-0 <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 />B. 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.OINDICATES #5 BAR, E1INDICATES #6 BAR,ENDICATES #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 =361, 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 C478 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR W WM 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 AXWIA OVER <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-IN18 <br />17 <br />CONTINUOUS <br />18" <br />(2) Ws <br />(+)0'-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />(+)0"-a' <br />FM-20x18 <br />20" <br />CONTINUOUS <br />le, <br />- <br />(2) Ws <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#61 <br />- <br />17' <br />SEE PLAN <br />12' <br />- <br />(2) #5's <br />- <br />17' <br />SEE PLAN <br />17, <br />- <br />(2) #5's <br />- <br />=VARIES <br />24" <br />24"f(2) <br />#5's <br />(2) #Vs <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />Il N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774407E <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />0 <br />� <br />� <br />rr <br />6 <br />d <br />a <br />o <br />v ul <br />W <br />f <br />O <br />S <br />BVHDIV. & LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-13121 <br />MODELz <br />4EHB <br />"2605-HAYDEN" <br />GARAGE aNIliG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DARMRTPE. 02/08/22 <br />BCAL C: 1/4"=1'—O" <br />skKEET <br />s1 <br />