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,;7•i�1:I#1 �t C•1ZI:1*111 *3 <br />CONC. <br />AB <br />U <br />FM-12X18 <br />I— FM•72X12 <br />1 <br />4" CONC. <br />O0 <br />1 <br />i� <br />SLAB <br />�~ <br />p <br />m <br />I <br />*31/7 <br />M <br />F-24X24 <br />I <br />ILL• <br />X-7 <br />6'-4" <br />2'-1' <br />" <br />i <br />r <br />— <br />—M-,ZX-18 --- <br />F <br />to <br />4" PVC CHASE <br />'' <br />i� <br />I <br />$° <br />IS <br />TOP OfF <br />SLAB <br />/ <br />FD <br />I <br />1' PVC CHASE <br />%FOR ELEC. (9 <br />II ISLAND <br />i <br />if <br />i <br />ILL <br />. <br />j <br />I <br />i <br />lio <br />� <br />� <br />S <br />m <br />gz <br />io <br />U 0 <br />a <br />Oa <br />I <br />a <br />END <br />I <br />SLAB 1 1/2" <br />1 <br />J <br />—---TE1___ <br />5 11Z' <br />:Q <br />lV <br />I <br />I <br />5 <br />I <br />6o <br />• I <br />1 1 A <br />m <br />I <br />I <br />I' <br />1O <br />,A <br />�II <br />EXTEND O <br />SI <br />I <br />r <br />I <br />FM-12X18 <br />SLAB 1 112.. <br />y <br />to <br />2 111 <br />H; <br />CC.110, <br />�4" ONlz <br />m <br />w <br />1 •3 1/2" N a�I <br />I SI <br />1 A <br />I <br />1A 1 <br />ILL <br />2 <br />m <br />I r <br />7112" <br />FMC-12X18 <br />L_FM-12Xi8 <br />1A 1 <br />J <br />MC- 4 <br />12X18 _ — _ FM-12X18 <br />— — <br />4 <br />_ <br />F#F1a(MY <br />FOUNDATION PLAN <br />SCALE: 1I4" - V-0" <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +44' <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +44', 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 />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 />11.0INDICATES #5 BAR, DINDICATES #6 BARANDICATES #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 2,000 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 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 3 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 />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />616 W 1.4xW 1.4 OVER <br />GENERAL <br />3 1/7' <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 />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Fs <br />FMC-12x18 <br />17' <br />CONTINUOUS <br />18" <br />- <br />(2) #Ss <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />11, <br />121, <br />() 's <br />(2) #6s <br />_ <br />- 0^ 4" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #5'. <br />- <br />(-)0'-4" <br />TEA <br />8" <br />SEE PLAN <br />W <br />- <br />(1) W. <br />_ •{p <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407.774.4078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />13 <br />lb <br />O <br />mm <br />SVHDIV. Aa LOT <br />ABBOTT PARK <br />LOT #27 <br />BLK #7 <br />PROJECT <br />04181.00 27071 <br />MODEL& <br />4EAB <br />"1672-ARIA" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />NO <br />DATim 06/14/21 <br />SCALE: 1/4"=V-0" <br />811EET <br />sl <br />