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23'-0" <br />6'-4" 8'-8" <br />4'-6" <br />5'-0" <br />10'-0" <br />0 <br />TOP OF <br />SLAB <br />4" CONC. <br />SLAB <br />wI <br />w tz wI <br />FM-16x18 <br />~ <br />O Lu <br />K <br />111 8'-0" ; i <br />w <br />I r <br />FILLED CELl <br />16" O.C. MA4 PNO <br />r FM-i6x18 EXTEND <br />� i <br />SLAB 1 1/2" <br />4" <br />§ <br />CHASE 1,! <br />i <br />33'-11" <br />II� <br />; ( 4'-1" <br />#3 BARS 19 <br />0'-0"FA_.___.__IN.ELEV,__._. <br />FIN. CONONC. SLAB <br />UP TO ii soI <br />FLOOR (FIELD <br />VERIFY EXACT I i <br />LOCATION) <br />T-0" LONG <br />8 <br />' <br />W/ 10" HOOK <br />CWC-12x12 1.1 w <br />@18"O.C. <br />— <br />rFEXTEND <br />------ <br />5O5 <br />11, PVC <br />CASE <br />3' 2"FOR <br />ELEC. <br />SLAND <br />I <br />I. <br />CL" <br />---FM-20x1 B <br />3 <br />U <br />LL <br />101-8" <br />27'-4" <br />EXTEND <br />SLAB 1 1/2" FM- <br />i8x18 I F1-24X24 FM-16x18 J <br />_ <br />1� 4" CONC.1 I t! <br />m Fi-24X24 2'-8" <br />1y °' *-3 1/2" 1 I <br />x <br />I� <br />FM-12x78 v <br />I� 1A 11A 1 I1 <br />1.1 1.1 I 4,1„ <br />a <br />FM-16x18 <br />3,4„ 9,_8„ <br />I T-O" 5'-8" <br />19'-4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />4" CONC. <br />SLAB <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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'4% SEE SURVEY PLOT FOR AVD, <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.OINDICATES #5 BAR, OINDICATES #6 BAR,ONDICATES #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", #6.36'1, 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: Pm = 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 />T-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 />REINF. <br />REMARKS <br />6k6 WIAXWIA OVER <br />GENERAL <br />3 112" <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 />IS, <br />- <br />(2)#5's <br />(+)0'-0" <br />FMC-1208 <br />12" <br />CONTINUOUS <br />16' <br />(2)#68 <br />#51N CURB <br />VARIES <br />FM-16x18 <br />18" <br />CONTINUOUS <br />19, <br />(2)#5's <br />(+)0'-d' <br />FMC-16x18 <br />19' <br />CONTINUOUS <br />IV, <br />(2)#68 <br />#51N CURB <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />(1) #Fs <br />#51N CURB <br />(-)01-4" <br />CW-12x12 <br />17, <br />CONTINUOUS <br />12' <br />(2)#5's <br />(2)#5's <br />(+)0'-0" <br />CWC-12x12 <br />17, <br />CONTINUOUS <br />17, <br />(2)#5's <br />(2)#5% <br />#51N CURB <br />(+)0'-0" <br />F-24x24 <br />24" <br />24" <br />12 <br />(2) #6'5 <br />(2) #5'6 <br />l*) 0'-d' <br />FMC-20x18 <br />20' <br />CONTINUOUS <br />18" <br />(2) #5's <br />VARIES <br />FM-20x18 <br />2d' <br />CONTINUOUS <br />16' <br />(2)#5% <br />F1-24x24 <br />24" <br />1 24" <br />17' <br />(2) #5's 1 <br />(2) #5's <br />1 <br />(-)0' 8" <br />1441 N. RONALD REAGAN BE <br />LONGWOOD, FL 32750 <br />PH:407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 000332E <br />aN <br />W <br />� <br />U <br />pp <br />� <br />pp <br />1�t1 <br />a <br />ICI <br />SUHDIV. & IAT: <br />ABBOTT PARK <br />LOT #37 <br />BLK #7 <br />PROJECT, <br />04181,000-37071 <br />MODET- <br />- <br />E401 <br />"2828— ENSLEY' <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />WE <br />SCALE: 1/4"=1'—O" <br />SHEET <br />s1 <br />