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39'-8" <br />27'-10" <br />TE- <br />4" CONC. <br />SLAB <br />0'-0" <br />TOP OF <br />I <br />a <br />F <br />3,.6„ <br />SLAB <br />28,_2„ <br />O w <br />M <br />N <br />(--4 <br />---'N <br />11 <br />----'— <br />—FM-16x,8 <br />---------, <br />I <br />1 <br />I I <br />1.1 <br />I <br />i i <br />1.7 <br />4" PVC <br />CHASE <br />ti <br />II <br />tD <br />0-0" <br />E <br />x <br />m <br />TOP OF <br />ILL <br />II <br />n <br />SLAB <br />4 <br />c <br />LLI <br />I <br />i <br />II <br />T-5" <br />20' S" <br />9 <br />i1.1 <br />CW-12x12 <br />n <br />1.1 <br />I o <br />F-2 x24 <br />Ma <br />— <br />I I— _ <br />CWC-12x12 — <br />_ <br />211z <br />Q iiN <br />I <br />N <br />UP TO 2ND FLOOR <br />0 <br />(FIELD VERIFY <br />I <br />-ii� <br />, <br />EXACT LOCATION) 8 <br />iiw <br />5 <br />1.1 <br />�" <br />3'-0" <br />u <br />N <br />x <br />1A <br />1 <br />W <br />;� <br />I <br />p <br />I <br />m <br />#3 TRANSFER STEEL <br />y <br />za" O.C. MAx <br />2 <br />YiA � <br />SIM <br />I <br />I <br />I� <br />17 <br />11 <br />c <br />�' <br />0'-0" FIN. ELEV. <br />FIN. CONC, SLAB <br />� <br />1 <br />FMG <br />16x18 <br />L <br />— — <br />FM-18x18 <br />— — _ — <br />J <br />n <br />3 1/2" q <br />4" CONC. <br />@ <br />uj <br />m <br />`K <br />o <br />SLAB <br />_ — FM-12x,8 <br />O aI <br />J <br />— — — <br />LL <br />— J <br />4 'L7 4 <br />— <br />21'-8" <br />18'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 />OTHERW SE. <br />4. REFERENCE ELEVATION+44", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES, TREATMENT SHOULD BE IN ACCORDANCE WTH 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 DRAW NGS <br />AND WTH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />1113INDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #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 WTH 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 OTHERWSE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWSE 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 WTH TMS 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WTH 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 i OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR WNM 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 />I REINF. <br />REMARKS <br />W1.41W1.4 OVER <br />GENERAL <br />3 117 <br />16,11 <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 />FMA208 <br />17' <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />FM-16x20 <br />16, <br />CONTINUOUS <br />20' <br />- <br />FM-20x20 <br />20" <br />CONTINUOUS <br />20' <br />FMC-16x20 <br />16' <br />CONTINUOUS <br />20' <br />- <br />( 's <br />- <br />VARIES <br />CW-12x12 <br />17 <br />SEE PLAN <br />1T <br />CWC-12x12 <br />17' <br />SEE PLAN <br />7z <br />- <br />( 's <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17' <br />s <br />s <br />(+)(t"-0' <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />() 's <br />d N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />N <br />h <br />s� <br />C <br />>lvBDIV. Be LAT <br />ABBOTT PARK <br />LOT #4 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-04121 <br />MODRU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />a �'. 10/28/21 <br />8CAI.E: 1/4"=1'—O" <br />811EET <br />sl <br />