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39'$" <br />28'-8" <br />3'-2" <br />15'-10" <br />9'•8" <br />36'-2" <br />3'-6" <br />TT OP OF <br />STAB <br />• I — <br />—FM-12X12 <br />— — — — 1 <br />— <br />— — — FM-1— — — — <br />— —��i� <br />I <br />I <br />4" CONC. c 1A <br />f <br />I' <br />w <br />a ¢ <br />SLAB a <br />i/ <br />Iu <br />Na <br />372„ <br />�.- LF-24X24 <br />3,_10„ <br />8,_2„ <br />107 <br />�� <br />r <br />Er <br />I <br />r <br />1 <br />FM-12X18 XTEND <br />��i <br />1 <br />SLAB 11/2" <br />4" PVC <br />1A <br />CHASE�� <br />I <br />r <br />i� <br />i� <br />1� <br />r <br />I <br />0" <br />TOP OF <br />�i <br />SLAB <br />N <br />�� <br />I ' <br />x I <br />g <br />I <br />I <br />,r <br />r� <br />r� <br />�� <br />• I <br />I <br />.I <br />i� <br />i� <br />I <br />1 <br />1A <br />6f <br />TE-1— <br />I <br />2'-8" <br />17'8" <br />5 3'-0" . <br />m <br />I <br />61 <br />I <br />o <br />1 <br />XTEND <br />SIM. <br />SLAB 1 1/2" <br />1A 2 <br />�4"CONC, w� m FM-12XIB <br />I <br />SLAB awl <br />6 <br />Oa <br />1/2" ,A I 5 1//2 . <br />_ <br />{ 1/2" <br />1A <br />�y-3 3,_ <br />4" <br />I 2 SIAM. <br />( 1 <br />1A 1 <br />1.1 <br />I <br />1.1 <br />L <br />1.1 1.1 <br />FM-12X18 _ J <br />MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />1d <br />.1 <br />T-10" <br />10'-7 <br />2'-8" <br />16'-0" <br />2'-8" <br />21,1" <br />14'1" 4'-4" <br />i. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE + U-O". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. <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 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.ONDICATES #5 BAR, UNDICATES #6 BAR, ODICATES #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 2,000PSF. 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 B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021802-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16, WARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WNMI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W7.4xWIA—R <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' 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 />B" <br />SEE PLAN <br />10' <br />- <br />(2)#5% <br />FM-12x12 <br />IT <br />CONTINUOUS <br />17, <br />- <br />(2)#5% <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-1208 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)#5% <br />- <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12" <br />(2) #5's <br />(2) #5'. <br />(-)0"1" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />Sol <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.wm <br />N. AA #: 0003325 <br />d <br />it <br />a <br />SUNDIV. & LOT: <br />ABBOTT PARK <br />LOT #43 <br />BLK. #7 <br />PROJECT# <br />04181.000-43071 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGZ BVIWG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH ER. C <br />PRINT 9/21/21 <br />DATE <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />