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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+-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 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 />l 1. EINDICATES #5 BAR, UNDICATES #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 (#5 = <br />30", #5 =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 ALLALLOWABLE <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 #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 402)502-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/802-16, 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 WWMI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. I <br />REMARKS <br />ex6 W1.4-14OVER <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTEDFILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME S1ZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />S ORT <br />LONG <br />18" <br />CONTINUOUS <br />18' <br />- <br />(2)#6% <br />(+)0'-0" <br />16, <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />VARIES <br />MF2-24)04 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />(-)0 <br />12, <br />SEE PLAN <br />id' <br />- <br />(2) #5's <br />24' <br />24" <br />17, <br />(2)#V. <br />(2)#55 <br />+)d'-0" <br />24" <br />24" <br />IV' <br />(2) Ws <br />(2)#5's <br />CW-i6Xi2 <br />i6" <br />CONTINUWS <br />CWC-i6Xi2 <br />15' <br />CONTINUOUS <br />12 <br />- <br />(2)#5's <br />#S IN CURB <br />VARIES <br />F1-30X30 <br />30" <br />3d' <br />12' <br />(3)#5's <br />(3)#5's <br />Fi-24X24 <br />1 24" <br />1 24' <br />12' <br />2)#F <br />(2)#S. <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abd##igngro up.00rrl <br />L AA #: 0003325 , <br />14 <br />b <br />d <br />4 <br />ABBOTT PARK <br />LOT #42 <br />BLK #7 <br />Flnoi=T* <br />04181.0 0-4 071 <br />HODzu <br />3EEB <br />"2260-ELSTON" <br />GA1RAGZ BTIEW s <br />LEFT <br />PAGZ: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />