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39'-B" <br />28'-8" <br />36-2" <br />TOP OF <br />`-Q <br />SLAB <br />- I <br />- - <br />- - FM`-12X12 <br />- - - FM-12X18 - <br />1.1I <br />1A <br />4" CONC. <br />SLAB <br />`�;; <br />a K <br />w <br />I <br />F-24X24J in a <br />� <br />1.0. �_3 1/2" <br />I <br />EXTEND FM-12X18 <br />1 <br />4" PVC <br />SLAB 1 1/2". <br />1.1 <br />CHASE <br />1 A <br />1 ,A <br />�V, <br />1.1 1.t <br />0- <br />. <br />�T <br />TOP OF <br />I <br />( <br />SLAB <br />(N <br />x I <br />I <br />�I <br />15'-8" �� � <br />5'-0" <br />19'-0" <br />I <br />I . <br />,A <br />, <br />L------ <br />LE-1 <br />`d- <br />- <br />I <br />I <br />I <br />° *5 1/2" <br />4" <br />17'-8" <br />2'-8" <br />T-O" 5 <br />IN <br />N <br />Lu <br />I� <br />I <br />LLI <br />a <br />I <br />EXTEND - <br />2 1A <br />SLAB 11/2" <br />SLAB <br />7.1----, <br />SIM. <br />1.1 1.1 <br />6 ro <br />FM-12X18 IW ri 4" CONC.I <br />SLAB <br />I <br />c� <br />N low I <br />SIM. 51/2' <br />I <br />3,_5" 1/2„ <br />I Iy a V31/2" I <br />1A <br />4-7 1/2" <br />to 2 <br />o <br />_ J <br />,., <br />�Y <br />1.1 1.1 <br />1 ,A <br />I <br />FMC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />p <br />0 <br />L 1.1 1.1 - FM-12X18 <br />1.1 J <br />4 <br />1.1 <br />1.t <br />2'-8" <br />i6'-0" <br />2'-8" <br />4'-4" <br />T-10" 10'-2" <br />14'-0" <br />21'1" <br />39'-8" <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 + 0'4 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. <br />S. 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 MATH 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.DINDICATES #5 BAR, EIINDICATES #6 BAR,NNDICATES #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 4021602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />I& WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-O" 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 />6x8 W1.4xW1.4 OVER <br />GENERAL <br />3 1/7' <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 />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />s <br />FW12x12 <br />17' <br />CONTINUOUS <br />17, <br />- <br />(2) #5% <br />FM-1Dc18 <br />12, <br />CONTINUOUS <br />16, <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 />2:F <br />24" <br />(2) #5's <br />(2) #5's <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1%0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />` PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />04 <br />tl <br />aILTHDIv. at LIT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #12 <br />PHASE #4G <br />PROJECT# <br />04181.04C-05121 <br />MODEL.• <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />stnTr 10/26/21 <br />8CAL.E: 1/4"=1'-0" <br />aILEET <br />Si <br />