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FOUNDATION NOTES <br />17'-7" <br />TE-1 <br />F----7 <br />T-T 26'-2" <br />@ <br />•-0^ <br />4" CONC. w LL <br />TOP OF <br />SLAB N n <br />I?iu <br />SLAB <br />wl IOU <br />io <br />p <br />I <br />FM-16X,8 — — — <br />— — <br />I <br />EXTEND I <br />6'-4" <br />•`` IT-2" <br />SLAB 1 ,/2" 10' 2" <br />a <br />v <br />iV <br />I <br />( <br />I <br />I <br />I <br />4" PVC CHASEA�;�` <br />X <br />m <br />AO'-d' LL <br />v <br />ILL <br />TOP OF I <br />H <br />SLAB <br />o <br />CL <br />z <br />u <br />u <br />UP TO 2ND FLOOR <br />N <br />u (FIELD VERIFY <br />ii EXACT LOCATION) <br />11 <br />9 I <br />I <br /><p <br />I <br />LI 1- — — — — — — — -1 CWC-,BX,2 <br />F-24 4 .-' <br />X <br />7 8" <br />ao <br />23 �" o tO I <br />I� <br />U ml CWC-,6X12 <br />EXTEND <br />- <br />I <br />SLAB 1 ,/r 18 t? <br />( <br />EXTEND <br />I FM-18X18 <br />5 1/2, r <br />SLAB 1 1/2" <br />OF�T-5' <br />T-7" <br />I 14'-8" <br />614" <br />4" CONC. <br />m <br />I m SLAB WI <br />LL <br />I <br />I <br />R <br />4 <br />ILL ya <br />I <br />LLI <br />—FMM=16X,8 <br />o <br />I <br />sM. <br />2 1A <br />v <br />rn q <br />I <br />ILL <br />I <br />r <br />I4 <br />I <br />4 <br />I <br />L — a — — FM-16X18— <br />J <br />'-4" <br />5'4" <br />'-4" <br />2'-10" <br />16'-0" <br />2'-10" <br />21'-W <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE 4-04'. <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 12" 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 />WINDOWDOOR 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.ONDICATES 95 BAR, ONDICATES #6 BAR, EDICATES #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 (95= <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 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE, <br />14. VERTICAL REINFORCING IN CMU SHALL BE #TS 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 84 ACCORDANCE WITH TMS 400502-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/802-18, USING: Fm = 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 />T-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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF, <br />REMARKS <br />11,11 WL4-1 4 OVER <br />2 3 1' <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 />FMA6x18 <br />16' <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />FMCAQx18 <br />16' <br />CONTINUOUS <br />16' <br />- <br />(2)#5's <br />VARIES <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5% <br />TE-2 <br />12, <br />SEE PLAN <br />1(r <br />- <br />(2) #Fs <br />F-24x24 <br />24" <br />24" <br />12' <br />(2) #Ss <br />(2) #5% <br />F2-24>24 <br />24' <br />24" <br />1 16' <br />(2) *Ss <br />(2) *Vs <br />(-)1".0• <br />CW-16X12 <br />16• <br />CWC-16Xj 21 <br />16' <br />CONTINUOUS <br />1r <br />- <br />(2)#5's <br />#S IN CURB <br />VARIES <br />F1-3OX30 <br />3(" <br />311 <br />tr <br />(3)!/5's <br />(3)#5's <br />(-)0S' <br />F1-24X24 <br />24" <br />24" <br />1r <br />(2)115's <br />(2)#5's <br />(-)04" <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77445078 <br />FAX: 407-7744078 <br />w Abdesoigroup.00m <br />AA #: 0003325 , <br />O <br />o <br />pp <br />L` <br />C <br />Ll <br />I <br />aysn;ty a# IAT: <br />ABBOTT PARK <br />LOT #1 BLK #14 <br />PHASE:4C <br />PllOJSCT# <br />04181.04C-01141 <br />MODIC11" <br />3EEB <br />"2260—EISTON" <br />GARA M 8WING: <br />RIGHT <br />PACES: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />D-F � 10/26/21 <br />scAim- 1/4'=1'-0" <br />aHSST <br />s1 <br />