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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1..1.4 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 3U' 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 />8" <br />- <br />(1 s <br />(-)0'-4" <br />TE-2 <br />12' <br />SEE PLAN <br />10" <br />- <br />( s <br />(+Ky.0'• <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2) 's <br />(+Hp.O• <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />VARIES <br />Ft-24x24 <br />24" <br />24" <br />12' <br />(2) #5's <br />v <br />FM- 12X18 <br />IIIIIIIII FM.12X18 <br />y <br />_l <br />— — — — F M -12 X 18 — — — — — — — <br />— — <br />— — <br />(! SLOPE 1/8":b <br />e <br />c <br />EXTEND 3 1/2" <br />SLAB 11/Y' t§`•' I <br />o <br />i51 <br />PER FT. <br />3 i/2" <br />.. <br />m <br />TOP OF �L <br />SLAB <br />a <br />o <br />`-----_ <br />ml <br />X <br />ILL <br />FM-12X18 <br />b <br />p <br />v <br />q <br />N <br />44'-10" <br />12'-10" <br />'r <br />4" CONC. <br />SLAB tv <br />TE-2 — <br />3 <br />SLOPE 1/8" o '4� <br />P <br />SLAB F - <br />FMC-12X18 <br />I 11/T' <br />i g <br />Y,-5 <br />4 <br />- <br />I <br />' <br />I <br />4" PVC <br />-'JCHASE-,,,,: <br />FM-12X18,� <br />N <br />1 -SLOPE <br />1 1A <br />�I <br />1. OG <br />6 <br />I <br />am-0,� <br />I <br />N <br />to <br />, 4 <br />9 <br />20'-8„ <br />* 7 112zo <br />I <br />I <br />s I <br />1A q <br />I <br />A0'FT <br />FM•12X18 <br />J <br />FMC-12X19 <br />m <br />4" CONC.—/ I T-4" O.C. MAX <br />SLAB TYP. U.N.O. <br />FOUNDATION PLAN <br />SCALE: 1/4 = V-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE+-V-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 112" 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.OINDICATES #5 BAR, BINDICATES #6 BARANDICATES 97 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", #6.36'1, 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 40ZW2-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, 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 j 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 />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH:407.774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />r <br />S <br />stmnm & LOT: <br />ABBOTT PARK <br />LOT# 38 <br />BLK 7 <br />PROJECT <br />04181.00 -38071 <br />MODEL <br />3EAB <br />"1504-AL=' <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 JMPH EXP. <br />BCAL C: 1/4"=1'-0" <br />