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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />GENERAL <br />3 1/2" <br />1—*I.—I.40VER <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 />I LONG <br />TE-1 <br />8" <br />SEE PLAN <br />6" <br />- <br />(1) 's <br />TE-2 <br />12" <br />SEE PLAN <br />10" <br />- <br />(2) #5's <br />FM-12x18 <br />12" <br />CONTINUOUS <br />19, <br />- <br />O W5. <br />FMC-1208 <br />1T <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />17, <br />(2) *5'. <br />(2) #6s <br />- '-4' <br />'? <br />FM-12X18 <br />r Ell <br />1111111111 Hill III 11111111111111711 111111 11111 IIIIIIIIIIIIIH r1i lill I IIII II 1111171111111111111111111111111111 11111m Ell 11 <br />FM-12X18 <br />y <br />----------- -------------- <br />FM-12X18 <br />— <br />— �ao <br />0 <br />EXTEND '' <br />SLAB 1 1/2" <br />0-0 I � <br />'PE�R T. <br />, <br />GONG. <br />— — — — — <br />-31 <br />OF 2 <br />L <br />a <br />o <br />�F <br />FM-12X18 <br />Y <br />a <br />o <br />44,-10„ <br />b <br />� <br />LL <br />4" CONC. I <br />� <br />-> <br />SLAB to <br />Io <br />-TE-2 <br />- <br />3 <br />SLOPE 1/8" I <br />I PER —FT - SLAB F <br />I 5 1/T FMC-12X18 <br />w� <br />I 11 <br />.� - <br />`` <br />4" PVC CHASE <br />FM-12818 �y- - �-� ' <br />I <br />5 <br />N <br />I <br />1. SLOPE 2") I <br />1 IAI <br />1. bD <br />b NI <br />N <br />II <br />io <br />bi <br />I <br />SI <br />- <br />1 A 4 <br />i <br />2 <br />SLAB <br />FM-12X78 _ _ _ _ _ _ <br />J <br />_ _ _ FMC-12X18 _ _ <br />4" CONC.— I I. 7'-4" O.C. MAX <br />SLAB TYP. U.N.O. <br />FOUNDATION PLAN <br />SCALE: 1/4 = V-0" <br />20'-8" <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 +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 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 />WINDONDOOR 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.E11NDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 (05 = <br />30", #8 =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 4021602-16, 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 } OF SLAB SUPPORTED <br />3'-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 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />S <br />9XMDM & LOT: <br />ABBOTT PARK <br />LOT# 34 <br />BLK. 7 <br />PROJECT <br />04181.00 -34071 <br />MODEL <br />3EAB <br />"1504-ALLE3(' <br />GARAGE 91RNG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 A EXP. C <br />7 202 <br />SCALE: 1/4-=1"-0" 1 <br />141411 <br />