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39'-8" <br />TE-1 7 <br />28'-2" <br />m <br />0'-0 <br />R <br />Lb <br />TOP OF SLAB <br />ao <br />4" CONC. <br />(L <br />2 <br />SLAB I <br />3 <br />a N <br />—1--- <br />r--------- <br />FM-18x18— <br />11-�------� <br />4 <br />1 <br />10'_U"�Tl,-0„ <br />Ili 15,.4„ <br />1A <br />ii <br />i i� /'4" PVC <br />Ii/ CHASE <br />I' <br />f4 <br />io <br />'T <br />TOP OF m <br />i iI <br />ro <br />SLAB <br />� <br />I <br />�- <br />w <br />p <br />O <br />11 <br />LL <br />9 <br />i <br />ili <br />CW-12x12 <br />q <br />— <br />It 8 <br />F6L-4 <br />i i 1.1 <br />11 <br />N <br />a0 <br />II <br />QIIJN <br />rn <br />I <br />Onti <br />I <br />v> <br />UP T02ND FLOOR <br />H <br />a0 <br />�iiw <br />I <br />(FIELD VERIFY <br />O <br />EXACT LOCATION) <br />1.1 <br />5 <br />u <br />I <br />I <br />1.1 <br />T-D" <br />0 <br />qI <br />1 <br />to <br />I <br />1,1 1.1 <br />#3 TRANSFER STEEL <br />w <br />(� 24" O.C. MAX <br />N SIM. <br />iv <br />I <br />I <br />aq <br />rl AV <br />2 <br />0'-0" FIN. ELEV. <br />FIN. CONC. SLAB <br />"' <br />I <br />$ <br />1. <br />1.1 <br />K <br />Imp <br />I <br />11 <br />I <br />�I <br />gI <br />9 <br />so <br />4 <br />4 <br />I <br />LL <br />b <br />w �q <br />4" <br />CONC. <br />L <br />_ _ _ _ <br />FM-16x18 <br />io <br />OIuIa <br />0_LL <br />SLAB <br />. <br />�M1¢2C7 <br />� <br />fV <br />v <br />fV <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + Y-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.L91NDICATES #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 =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 8) 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: 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'} OF SLAB SUPPORTED <br />3'-0" 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, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />616 W1.0WIA 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 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-1208 <br />12" <br />CONTINUOUS <br />18' <br />- <br />(2)05's <br />(+)O'-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />is" <br />- <br />( s <br />FM-20x18 <br />20" <br />CONTINUOUS <br />18' <br />- <br />We <br />- <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />- <br />VARIES <br />CW-12x12 <br />17, <br />SEE PLAN <br />12, <br />- <br />s <br />- <br />CWC-12x12 <br />12" <br />SEE PLAN <br />17 <br />- <br />s <br />- <br />VARIES <br />F-2424 <br />1.. <br />24" <br />17' <br />(2) <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />d N.RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX- 407-7744078 <br />wwwAbdesigngroupcom <br />AA #: 0003326 <br />M <br />p <br />a <br />SVHDM ee LOT: <br />ABBOTT PARK <br />LOT #22 <br />BLK. #7 <br />PROJECT# <br />4181.000-22071 <br />KODE7t <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH E C <br />' V-M NO 9V23 1 <br />D � 5/04/21 <br />SCALE: 1/4"=1'-0" <br />SFIEI T <br />s1 <br />