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FOUNDATION NOTES <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />OVER <br />GENERAL <br />3 1/7' <br />�616W`I.-1.4 <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 />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />1 s <br />_ <br />(-)0'4•' <br />TE-2 <br />17, <br />SEE PLAN <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />18' <br />- <br />(2)#Ss <br />VARIES <br />F1-24x24 <br />11, <br />1., <br />17' <br />(2)#5's <br />(2)#Ss <br />0014" <br />70'-0" <br />24'-8" <br />20'-U' <br />25'-4" <br />49'-4" <br />20'-8" <br />7'-a" o c MAx <br />—r—.---- -- — — <br />FM•12X18 <br />— — — — — — ---_ -- — — — <br />— <br />T <br />— — — — FMG12X18 ——� <br />I <br />'A <br />4 <br />ISIMILAR <br />49.4" <br />I <br />20'-8" <br />I <br />1 <br />W <br />xI <br />SLOPE <br />I <br />,1.1 <br />F128 <br />�X <br />4" PVC CHASE-l; <br />1.1 <br />14._2" <br />2-l'_— <br />� <br />41.1w <br />51 12" <br />SLOPE <br />PETOP OF <br />SLAB--_—T <br />4" CONIC <br />E72— :) <br />SLAB <br />ILL <br />FM-12X18 J <br />mr <br />o'OF �I <br />aD <br />I" <br />SLAB EXTEND �I .$.31/2" I <br />! <br />SLER_ PE . I <br />PEFT. 1 <br />tg <br />L _ <br />_FM-12X78 <br />SLAB 11/2" <br />" _ J <br />14'4" <br />18,4" <br />18'-4" 514" '4" <br />'4" <br />4'-8" <br />51'-U' <br />8'-8" <br />6'4" <br />70'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4 = 1'-0" <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 />11 AINDICATES #5 BAR, OINDICATES #6 BAR,ENDICATES #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: F'm - 2,000 PSI, TYPE "W 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 WWM 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 />AA #: 0003325 <br />r <br />0 <br />4 <br />fill <br />atnmly. Ae LOT. <br />ABBOTT PARK <br />LOT #30 <br />BLK. #12 <br />PRDJ=T* <br />04181.000-3012 <br />370-pzIa <br />3EAB <br />"1504-ALLEX" <br />OARAOF BVMWO: <br />RIGHT <br />PAOM <br />FOUNDATION <br />PLAN <br />%160 AH EXP. C <br />L 'M NO 93723 <br />DATjM 04/07/21 <br />•CALF: 1/4"=1'-0" <br />a»mr <br />sl <br />