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4" ONC. <br />SLAB <br />_ <br />TE-1 <br />Tp'OP <br />TOP OF <br />°4 <br />4 <br />SLAB <br />4"CONC. <br />+ <br />SLAB I <br />' 1 g' 0^ — — — <br />1 <br />FM-18x18 m Iw <br />Iw a <br />rn <br />i <br />I FILLED CELLS <br />18" O.C. MAX LINO <br />1� <br />4 U <br />o C] <br />U <br />pp 11 ,., <br />I x i�`-4"PVC <br />L _ <br />WCi <br />m i i CHASE <br />FM-18x18 EXTEND <br />Iy <br />6 <br />p, <br />I g <br />LL 11 Y <br />Q <br />SLAB 1 1/2" <br />, 1A <br />It i <br />33'-11" I <br />9,9 <br />11 <br />j1 <br />� <br />FL TO (FIELD <br />11; FLOOR (FIELD <br />0'-0" F� _ _ IN. ELEV, <br />- FIN. COED. SLAB <br />m <br />�I <br />LL <br />VERIFY EXACT <br />�1 LOCATION) <br />aI <br />1 <br />8 <br />T-0" LONG <br />1•i CWG12xl2 <br />WI,O"HOOK <br />m <br />_ _ _ _ _ _ <br />_ <br />® 18" O.C. <br />EXTEND I <br />I <br />§ <br />`� <br />H <br />SLAB5112" <br />� <br />I 0 <br />\ <br />5 <br />I3' <br />I <br />I <br />2" 7 w <br />I <br />E ^I <br />y <br />I I 8FOR <br />CHA <br />R <br />1 <br />ISLAND <br />SIM. <br />1A 2 <br />,• <br />1I <br />a ii CL I <br />4 <br />4 <br />N <br />I <br />_ <br />I I <br />11 <br />x <br />m <br />I IN <br />—R" I <br />m <br />II <br />FM-2Dx, e <br />y <br />LL <br />I <br />U <br />27'-4" <br />10•-8" <br />N <br />x� <br />I II � —�I• <br />14 a I I <br />rc @t <br />1.1 1. ,.1 FM- <br />F <br />L FM-l6x18 F1-24X24 L6x,8 SLAB7EXTDR" <br />of <br />_ _ _ — — <br />C"3I )4 CONC. !° L) <br />" <br />1 lA <br />2,_8• 1-24X24 18'-0" ;,, YA' "' 3'-5" ( SLAB aO wl <br />0 <br />I I.3 1l2"* <br />L�!x I <br />FM-12x18 <br />o <br />T <br />b <br />I , 1AI <br />w b <br />p U <br />4 I <br />Luo <br />� <br />' <br />L_ _ _ _FM_18x18 J <br />J <br />LL <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-0" <br />�111111Lt1i]Z-1Ld:I:La14t*� <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'-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 />S. 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.OINDICATES M5 BAR, OINDICATES #6 BAR,MNDICATES t7 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 (#15 = <br />30", 06.361. 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 402/602-16, USING: Fm = 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-0" O/C MAX. SEE PLAN FOR W VVM 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 />618 W1.4xW1.4 OVER <br />GENERAL <br />3 1/Z' <br />8 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-1208 <br />17, <br />CONTINUOUS <br />161 <br />- <br />(2) #Ss <br />(+)(Y.0' <br />FMC-12118 <br />17' <br />CONTINUOUS <br />le" <br />- <br />(2)Oft <br />85 IN CURB <br />VARIES <br />FM-16x18 <br />16' <br />CONTINUOUS <br />loll <br />(2)#Fs <br />(+)y-Y' <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18' <br />(2) Ins <br />#S IN CURB <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8' <br />(1)#5i <br />#S IN CURB <br />CW-12x12 <br />12" <br />CONTINUOUS <br />12, <br />(2)We <br />(2)Aft <br />CM 12x12 <br />12" <br />CONTINWUS <br />12" <br />(2) 06s <br />(2) Oft#S <br />IN CURB <br />(+p•-0, <br />F-24x24 <br />24" <br />24" <br />16' <br />(2) Mft <br />(2) #S's <br />(+) 075' <br />FMC-20x18 <br />20' <br />1 CONTINUOUS <br />I I$" <br />(2)065 <br />VARIES <br />FM-20x18 <br />20' <br />CONTINUOUS <br />IS, <br />(2)N5i <br />(+p"-0' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngrou p.00m <br />L AA M: 0003325 <br />sunioxv. as m-m <br />ABBOTT PARK <br />LOT #21 <br />BLK #7 <br />PROJ=T# <br />04181.000-21071 <br />MODMI.9 <br />E401 <br />"2828—ENSLEY' <br />OARAOE egIN0: <br />LEFT <br />PAO)c: <br />FOUNDATION <br />PLAN <br />160 MPH E . C <br />