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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />31/T' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANBAAROO0"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 />TEA <br />8" <br />SEE PLAN <br />SI <br />- <br />(1)#5's <br />_ <br />(-)0'4" <br />TE-2 <br />12" <br />SEE PLAN <br />10" <br />- <br />(2)#5's <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />_ <br />(+)O"-U' <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />VARIES <br />F7-24x24 <br />24" <br />24" <br />12" <br />(7)#5% <br />12)#5s <br />-0'-4" <br />70'-0" <br />6'-0" 51'-0" 6'-8" 6'-4" <br />4'-8" - 14'-4" ., 18'-4" „ 18'-4" 5'-4" 1'-4" <br />FM-12X18 <br />FM-12X18 <br />EXTEND mI 31l2" <br />SLAB 1 1/2" I .- <br />SLOPE 1/.. <br />_ <br />? <br />io <br />4 <br />xI LL <br />PER <br />31/2" <br />IN <br />TY Op OF LL <br />L <br />SLAB <br />Y <br />------ <br />X <br />ILL <br />SLAB <br />FM-12X18 <br />v_ <br />- <br />44'-10" <br />LL I <br />4" CONC. <br />SLAB <br />TE2 --J <br />3 <br />i SLEE 1. 8r" IZF 0�OP OF TT <br />FMC-12X78 <br />112 <br />SLAB��5 <br />W <br />4 <br />I <br />•� <br />— 4" PVC CHASE —,,,,,I <br />FM-12X18 <br />1 SLOPE 2" <br />1 1A ,' <br />�I <br />NI <br />- w <br />0I <br />I <br />SIN. <br />1A 4 <br />T-6" <br />I -,- <br />I <br />1.1 .1 <br />2 <br />SLAB F <br />FM-12X18 <br />FMC=12X18 <br />- <br />4" CONC.J <br />SLAB <br />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+-0'-0% <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <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 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 />11.01NDICATES #5 BAR, MINDICATES #6 BAR,MINDICATES #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 B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D)ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, 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 13 OF SLAB SUPPORTED0 T-" O/C MAX. SEE PLAN FOR WVVM SIZE. <br />INSPECTOR NOTE: <br />I. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />w .abdesigngroupxom <br />AA #: 0003325 <br />W <br />S <br />r <br />W <br />Susmv. & T.OT: <br />ABBOTT PARK <br />LOT# 32 <br />BLK. 7 <br />PROJECT* <br />04181.000-32071 <br />MODEL- <br />3EAB <br />"1504-ALLEX" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 PH C <br />