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23'-0" <br />36"x36" 0'-0" <br />4" CONC. � TOP OF <br />SLAB SLAB <br />2'-1" ., I 10'-0" <br />TE-t <br />5'-0" <br />3'-0" <br />14'$" <br />c <br />"v <br />4" CONC. <br />"v <br />�I <br />SLAB <br />I� <br />O <br />g <br />FM-i6x18 I w ri I <br />m <br />4 <br />1 <br />O <br />8.0 1.1 <br />a. <br />x O w <br />v <br />j <br />FILLED CELLSrn <br />°' <br />- w <br />@ IT O.C. MAX LINO to <br />1.1 <br />. <br />LL <br />G O <br />Ci <br />I <br />uj <br />O <br />I'll <br />EXTEND FM-16x18 <br />4" PVC - <br />SLAB 1 1/2" <br />1 Iq <br />;CHASE <br />11 <br />L1 1.1 <br />4-1" <br />33'-11" I <br />c <br />11 <br />to f f UP TO 2ND <br />0'-O" FIN. ELEV. <br />LL <br />J( FLOOR (FIELD <br />FIN. CONC. SLAB <br />ILL ( VERIFY EXACT <br />LOCATION) <br />`Q <br />#3 BARS <br />I <br />8 <br />7'•O" ONG <br />1.1 CWC-12x12 <br />W/ 10"HOOK <br />I <br />8� 18" O.C. <br />EXTEND <br />N <br />51/2" <br />N <br />4 <br />I O <br />1S inB <br />II <br />I3,-2„ <br />I <br />1.1 w <br />I <br />CHASE1 <br />11R <br />8 <br />ELEC <br />vOJi <br />I <br />I 1.1 <br />ISLAND <br />i� <br />c <br />1A 2 <br />L 1.1 <br />- <br />N <br />SIM. <br />W N <br />11 <br />LL <br />I� <br />FM-20x18-� <br />q c <br />0 <br />N <br />� <br />27.-4„ <br />t0,$.. <br />0. <br />m <br />I 4 4 <br />@ <br />1A 1.1 FM- EXTESLABND <br />R <br />FM-i6x18 Fi-24X24 116x18 <br />_ <br />`+ I 4" CONC. �� <br />1 to <br />3" SLAB <br />24-F7-24X24 16'-0" " VA" "' I p wl <br />a( <br />*31/2" <br />I <br />O <br />_J <br />Y I - - - <br />c <br />'3iI <br />FM-12x18 <br />? $ <br />O <br />1 to gI <br />J J( O <br />J Q <br />U LL <br />-4" 4-A„ I 1.1 1.1 <br />O U <br />b <br />4 I <br />w O <br />I 1 <br />l___ _ _ _FM_18x18 <br />J <br />a Y <br />9' 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 w0%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.OINDICATES #5 BAR, 13INDICATES #6 BAR,ENDICATES #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 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. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j 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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER <br />GENERAL <br />31/1" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3(Y' 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 />IT <br />CONTINUOUS <br />18" <br />(2)#V8 <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />18" <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />(2) #5's <br />(+)0'-0" <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />18" <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />(1) #5'. <br />#5 IN CURB <br />(-K* 4" <br />CW-12x12 <br />17, <br />CONTINUOUS <br />12" <br />(2)#5's <br />(2)#5's <br />(+)O'-0" <br />CWC-12x12 <br />12, <br />CONTINUOUS <br />1T <br />12)#5's <br />(2)#6s <br />#5 IN CURB <br />(+o.' . <br />F-24x24 <br />24" <br />24" <br />16" <br />(2) #5's <br />(2) # F <br />(+) O'-0" <br />FMC-20x18 <br />2T <br />CONTINUOUS <br />1&, <br />(2)#5's <br />VARIES <br />FM-20x18 <br />I 2T <br />CONTINUOUS <br />18" <br />(2)#5's <br />F1-2424 <br />I 24" <br />24" <br />12" <br />2 #5's <br />2 #Vs <br />1441 N. RONALD REAGAN B1 <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX:407-774-4078 <br />wwwAbdesigngroup.com <br />AA #: 0003325 <br />W <br />� <br />� <br />0 <br />h <br />o <br />� <br />q <br />n <br />w <br />p <br />w <br />p <br />3 <br />A 'O <br />LOT #13 <br />BLK #13 <br />PHASE #4B <br />PROJECT* <br />04181.04B-13131 <br />HODEI2 <br />E401 <br />"2828-ENSLEY" <br />GARAGE 8WING: <br />LEFT <br />PACE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />Cr <br />PRINT DATE: 02 07 22 <br />S C ALE: 1/4i1=1' -0" <br />SHEET <br />s1 <br />