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SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />I REMARKS <br />GENERAL <br />3 12" <br />1616WI.41-.4-ER <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEGEACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />TE4 <br />8" <br />SEE PLAN <br />8" <br />-a.4^ <br />TE-2 <br />12' <br />SEE PLAN <br />1TP <br />- <br />FM-12c18 <br />17 <br />CONTINUOUS <br />18" <br />=*.6-s2 <br />FMC-l2k18 <br />12, <br />CONTINUOUS <br />18" <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12, <br />•9-4" <br />4" CONIC. I T-4" O.C. MAX <br />SLAB TYP. U.N.O. <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 +•0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-0", SEE SURVEY PLOT FOR NGVD. <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 NTH 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 />WINDOWIDOOR 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. WNDICATED #5 BAR, GLDICATES #e BAR, WDICATES #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 =361, 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 #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWSE 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 WTH A.C.I. 530�131ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530.13/ASCE 5.13, USING: Fm= <br />1,500 PSI, TYPE ^M" OR"S" MORTAR, ASTM C476 GROUT MW PSO, UNITS LAID IN <br />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 WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, eth EDITION <br />__—_—_.___ ____.________ ______ <br />FM-12X18 <br />—___ <br />FMC-12X18 _ <br />I <br />2O,.ASOOF��T <br />I <br />4I <br />N <br />I <br />I <br />I <br />A7102 <br />49'4" <br />I <br />20'-8" I <br />4 <br />Y <br />m <br />W <br />I tv <br />W <br />�I <br />mi <br />io <br />N <br />1.1 <br />SLOPE7 UI <br />5 LL <br />�'` <br />F.pd-]22JM _ 4"PVC CHASE) ``�'�:`.� <br />I. <br />, <br />2'-8" 14'-2" <br />N <br />3 <br />Y <br />°z <br />1*51/21 <br />4 <br />1A <br />SLOPE P. I <br />PE-. w to TA6� <br />I <br />�QC.]y(18 <br />_ _ _ <br />TE-2 <br />I iy I SLAB <br />4" CONC. io <br />`- <br />`q <br />SLAB- <br />I 44,-10" <br />12'-10„ <br />4 <br />FM-12X18 .IOF <br />FSLAB <br />L <br />`v <br />4" CONC. SLAB1 <br />y t <br />EXTEND aSLABttl2' <br />I SLOP IM" <br />` PER FT. <br />FM-12XI8 <br />� •312 I <br />J <br />—__----______— <br />. <br />FM-12X18 <br />Y <br />�1 <br />6.4. <br />FOUNDATION PLAN <br />SCALE: 1/4 - l -(r <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdesigngtoup.eom <br />AA #: 0003325 <br />0q3 <br />Yl <br />o <br />q <br />� <br />Or <br />iLL3 <br />avaaiv & Loa: <br />ABBOTT PARK <br />LOT #24 <br />BLK. #8 <br />04 0WJM0t 40 1 <br />asoaa><e <br />3EAB <br />"1504— ALLEX°' <br />GAlt"M NIMNO: <br />RIGHT <br />PALM <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />