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TE-1 <br />28'_2" <br />9 4 <br />io <br />TOP OF SLAB <br />4" CONC. •- <br />wa <br />3 <br />;Q <br />I SLAB <br />owsssssm <br />F— <br />— — "— — i- <br />— — —1— <br />— F M-18 x 18 <br />— — — <br />— — — — '— ---I <br />4 <br />I <br />i i i <br />1.1 <br />I <br />2'-8" <br />15'-4" '' <br />1 V.8" <br />10'-0" <br />ii <br />1.1 <br />4" PVC <br />CHASE y <br />II <br />I� !' <br />�I <br />`° i i io <br />I I <br />0$ -0 <br />TOP OF <br />LL i i <br />SLAB <br />vl <br />II <br />J <br />I <br />O <br />I <br />II <br />7'-5" <br />20'-5" <br />LL� <br />ii <br />9 <br />I " <br />i i <br />1.1 CW-12xl2 <br />1 <br />,I <br />" <br />1,1 i i c <br />F-2 x24 <br />If <br />� <br />b <br />CWC-12x12_ <br />" <br />°Q <br />_ _ <br />W2:12 <br />oiiNL <br />le U <br />N <br />N <br />v <br />Lug <br />UP To FLOOR <br />1 <br />O <br />O <br />(FIELD VERIFY I <br />q <br />a <br />EXACT LOCATION) 8 <br />i�w <br />' <br />3 id <br />5 <br />1.1 <br />ti <br />y <br />IL <br />m #3 TRANSFER STEEL <br />y <br />24" O.C. MAX <br />2 1 SIMILAR q <br />. <br />I I <br />Ia0 1.1 1.1 N <br />v 0'-0" FIN. ELEV. <br />I FIN. CONC. SLAB <br />go <br />IIF w <br />Ig <br />I �I <br />LL <br />4 <br />1.1 $I <br />R <br />IO <br />• 2 10" 16'-0" <br />2'-1 " <br />_FM_18x18 _ J <br />4 <br />4 Ipomlell <br />1.1 <br />1.1 7'4" g 8" <br />L <br />_ _ FM-18x18 <br />LL � <br />_ _ _ _ J c 4" CONC. wa <br />Q <br />SLAB <br />LL <br />FM-12x18 <br />10'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 01-0", 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 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 />I i.GINDICATES #5 BAR, OINDICATES #6 BAR,NNDICATES #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 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 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND, <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-W O/C MAX. SEE PLAN FOR VWVM 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 />6x6 W1.4xW1.4 OVER <br />GENERAL <br />3 1/2" <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 />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />17 <br />CONTINUOUS <br />18" <br />(2) #5's <br />FM-16x18 <br />16" <br />CONTINUOUS <br />1S' <br />- <br />i s <br />(+Ky'-p'• <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18' <br />-72TEs <br />(+p"-0'• <br />FMCA6x18 <br />16" <br />CONTINUOUS <br />18' <br />- <br />O 'e <br />- <br />VARIES <br />CW-12x12 <br />12" <br />SEE PLAN <br />17 <br />- <br />) s <br />+0"-0" <br />CWC42x12 <br />17, <br />SEE PLAN <br />12" <br />- <br />O s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17' <br />s <br />TE-1 <br />8" <br />SEE PLAN <br />I 8' <br />- <br />Ap <br />Ii N. RONALD REAGAN BI <br />LONGWOOD, FL32760 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />Qw <br />O <br />e AHBOTT T <br />PARK <br />LOT# 1 <br />BLK# 11 <br />PROJECT* <br />04181.000-11112 <br />MODEL• <br />4EHB <br />"2605- HAYDEN" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH E <br />DATE: 04/16/21 <br />DCALE: 1/4"=1'-0" <br />si <br />