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3B'•0" <br />10'-0" <br />27'-3" <br />2T-3" <br />3'-6" <br />/ 1'-3" <br />F <br />TE-1 <br />4 31/2" <br />W <br />W <br />~ <br />m LLI a <br />CONC. <br />~ <br />�L— <br />4" CONC. <br />SLAB <br />cq <br />O <br />END <br />1 <br />2, 8" <br />SLAB <br />1 1/2" 11'-10" <br />•1 <br />i <br />14'-7" <br />i <br />1A 1 <br />I <br />4" PVC � i <br />CHASE -N/I <br />I� <br />I' <br />4 <br />I <br />i <br />I� <br />I <br />1{li <br />I . <br />21'-2" <br />It <br />�1 <br />16'-10" <br />0'-0„ <br />$-- <br />1A <br />- <br />11 <br />SLAB F <br />I. <br />.I <br />EXTEND <br />I <br />SLAB 1 11Z' <br />TE 2 <br />. <br />r <br />_ _ <br />I <br />4 5 1/T' <br />N <br />5 <br />4"2,-8„ <br />18,-6„ .1 <br />19'4i" <br />18' 6" <br />N <br />�I <br />W I <br />=v •- <br />LLI <br />1A I <br />4" CONC <br />N <br />EXTENDI� <br />I <br />w SLAB I <br />1A 2 <br />SLAB 1 117 <br />1' J <br />IJ a +-3 1/2" 1 <br />SIM. <br />I <br />I <br />1A <br />1 ,� <br />5„ <br />4 "Z' <br />-71/2„ <br />I <br />1 <br />1A 1 <br />FM-12X18 <br />•�Y_j <br />a <br />2 <br />MC-12X18 <br />— — — — <br />FM-12X18 <br />FMC-12X18 <br />— — — <br />4 a <br />'-4" <br />SIM <br />,-4„ <br />.1 <br />1.1 <br />5,-8„ <br />y,-0„ <br />4'-2" <br />1.- , <br />16,-0„ <br />14'-8" <br />38'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-0" <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 <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 />S. 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.CllNDICATES #5 BAR, ®INDICATES #6 BAR,ENDICATES 97 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 />3W, #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 4021802-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 4021602-16, USING: F'm = 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 i OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WVVM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1AxW1.4 OVER <br />GENERAL <br />3 1/7, <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING PROVIDE CORNER BARS SAME SIZE QUANTITY BARS FOU SCHEDULE <br />CG 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 />s <br />- <br />(+)0.-0" <br />FM-1208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />- <br />(+)0'-0" <br />FMC-1208 <br />12' <br />CONTINUOUS <br />18" <br />- <br />O 's <br />#5 IN CURB <br />VARIES <br />TE-2 <br />12' <br />SEE PLAN <br />8" <br />- <br />s <br />FMA202 <br />17 <br />CONTINUOUS <br />17, <br />2 #5's <br />JUN <br />1 N. RONALD REAGAN Bl <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />H <br />so <br />04 <br />r�r <br />ip <br />BtmDIV as LOT: <br />ABBOTT PARK <br />LOT# 31 <br />BLK. 7 <br />PROJECT <br />04181.006-31071 <br />MODEL <br />4EWB <br />"1499-FREEPORT" <br />GARAGE a7►IITCL: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />