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29'-8" <br />14'-8" <br />10'-5" <br />4'-3" <br />10'-8.1 <br />74, <br />10'4" <br />2'<" <br />TE-1 <br />7 <br />I 4" CONC. <br />q <br />_ SLAB $ <br />IW J <br />WI <br />�I <br />o <br />W <br />I~ IQ <br />Cf <br />ir <br />— — FM-18x18 <br />EXTEND I <br />I SLAB 1 1/2" <br />c <br />�z <br />w <br />L--- ---_, <br />FM-16x18 Ii <br />WU <br />Q <br />LL 5? <br />ILL 0'-0" FIN. ELEV. 4' PVC I <br />1 to <br />FIN. CONC. SLA CHASE <br />• i���^� Z i�:�IiI i i <br />,KX 1 UP TO 2ND FLOOR <br />(FIELDVERIFY IILLI <br />2T-2" EXACT LOCATION) 21" <br />I <br />I <br />i <br />I i <br />1.1 <br />' OPT. ' 1.1 <br />, F2EF. , <br />L i CWG12xt2 <br />_ <br />w <br />5 1/2" <br />°7 <br />5Ci <br />tu <br />o <br />I I <br />FMGi8x18 <br />I� w � <br />/� <br />I <br />LL f~A <br />I <br />#3 BARS <br />�— T-0" LONG <br />K <br />Ft-24X24 <br />1A 2 <br />0 18" O.C. a <br />I 8 <br />rt <br />SIM. <br />I <br />�— <br />I <br />11 I (EXTEND �I <br />a <br />SLAB FM <br />II <br />16x18 <br />4 4 <br />( ) <br />,., ,., <br />j <br />— — — — FM_18xt8 — <br />J 3,.5.,.n T-O„ <br />io <br />,•-4" 4"- <br />FM. " i <br />�•312 SLAB I <br />12x18 <br />v <br />iv <br />N FM-12x,8 J <br />2x <br />116 <br />2'-8" <br />1, <br />16'-01, <br />2'-0" <br />'A' <br />6'-4" <br />'-4 <br />20'-8" <br />9'-0" <br />29'-8" <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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.E3INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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", 08 =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 05'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 "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. MARE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR W Md 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 12" <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 <br />TOPREINF. <br />T.O.F. <br />SHORT <br />FM-12X18 <br />12" <br />CONTINUOUS <br />18" <br />7M-16X18 <br />16' <br />CONTINUOUS <br />16' <br />FMC-1608 <br />16, <br />CONTINUOUS <br />18" <br />U#5.s <br />VARIES <br />TEA <br />8"SEE <br />PLAN <br />8" <br />W0"-4" <br />CWC-12X12 <br />,2' <br />CONTINUOUS <br />1T' <br />O#5's <br />(+)0"-0" <br />F1-2024 <br />24" <br />26' <br />12' <br />(2)#5's <br />r11 <br />IA42. N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />�u <br />7 <br />Q <br />ms <br />a� <br />BVHDIV. As LOT: <br />ABBOTT PARK <br />LOT #21 <br />BLK. #11 <br />PIDJECT# <br />04181.00 -21111 <br />MODEL <br />2554-E301 <br />"DARWIN" <br />GARAGE lir/INO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />PRINT <br />DATE: 05 24 21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />si <br />