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4' CONC. <br />0'- <br />SLAB <br />TOP OF <br />SLAB <br />§ °4 <br />Y <br />3 -0' <br />z <br />B'-d' <br />h/ <br />0 <br />FILLED CELLS <br />4 <br />® 18' O.C. MAX LINO <br />U <br />0 <br />I �1II 4"PVC <br />CHASE <br />b <br />N <br />Im i� UP TO 2ND <br />iI� FLOOR (FIELD <br />u i VERIFY EXACT <br />�1 LOCATION) <br />II 0 V <br />I 5 <br />3'-r W <br />0 <br />O <br />I <br />I <br />I <br />Im <br />I� <br />I <br />I <br />1 <br />LFM-i8x1�— <br />EM A <br />TE1 <br />4 CONC. <br />I SLAB <br />5'-0' <br />FM-18x18 IF <br />Iw <br />Ow <br />of <br />ya <br />aL <br />-- <br />EXTEND FM-47-8 -- <br />SLAB 1 1/Y <br />a � <br />1 <br />.v <br />33'-11" <br />I <br />0'-0" FIN. ELEV. <br />FIN. CONE. SIAB <br />N3 BARS <br />6 co <br />T-0" LONG <br />W/ 10HOOK <br />18' O.C. <br />EXTEND I <br />I <br />SLAB 5 IT <br />V <br />1 1/2" <br />1' PVC <br />CHASE <br />8 <br />FOR ELEC. <br />1 <br />Z ISLAND <br />I v <br />I <br />ii <br />ii rL I <br />N <br />I <br />I I� <br />x— <br />� I <br />ILj <br />FM-20x18 —4 <br />27'4" <br />II W I. <br />1. FM- XTEND <br />F,-24X24 118-is SLAB 1 12" I <br />%+ I 4" CONC. �� <br />L <br />w <br />3" � STAB awl <br />l3 1/2-14 N al <br />I <br />I _1 <br />--- <br />_ mI <br />T FM-12x18 <br />® Z <br />I 1 1A Ili I <br />� <br />I 1. 1.1 <br />U <br />O U, <br />L — —� FMM=18x18 J <br />LL <br />9'•8' <br />19'4' 5'-8' - 1 <br />FOUNDATION PLAN <br />SCALE: 1/4" - 1'-0" <br />3'4" <br />b <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 -44'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONE0 <br />OTHER W SE. <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 />B. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 12" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL <br />DRAWNGS. <br />B. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED VVRH THE <br />WINDOWDOCR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWNGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWNGS FOR VVALKVVAY SLAB LAYOUT. <br />11.[]NDICATES,tS BAR, BNDICATES OB BAR, EDICATES 67 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 (M5 = <br />30', 05 =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 2,00CPSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWSE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERW SE 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 WTH TMS 402A502-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WTH TINS 402402-16, USING: Fm - 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 } OF SLAB SUPPORTED <br />3'-0" O)C MAX. SEE PLAN FOR WVW SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />REINF. <br />REMARKS <br />Bx8 WI 4xWIA OVER <br />GENERAL <br />3 12' <br />B MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W LEG EACH WAY. <br />MARK <br />W DTH <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 />19' <br />- <br />2 #5's <br />• d1P <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />1S" <br />- <br />2 45's <br />MS IN CURB <br />VARIES <br />FM-I6x18 <br />18' <br />CONTINUOUS <br />19" <br />- <br />2 •5's <br />(•)d-d' <br />FMC-18x18 <br />16' <br />CONTINUOUS <br />18" <br />(2)45b <br />#51N CURB <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8' <br />(1)45's <br />RS IN CURB <br />CW-12112 <br />12, <br />CONTINUOUS <br />IT <br />(2)05's <br />(2 #5's <br />CWC-IZ02 <br />12' <br />CONTINUOUS <br />17 <br />(2)AS's <br />2)#Ss <br />151N CURB <br />F-24x24 <br />24' <br />24' <br />19' <br />(2)4l5'c <br />(2)fSs <br />M <br />FMC-20x18 <br />2d' <br />CONTINUOUS <br />18" <br />(2)45b <br />FM.20x18 <br />2d' <br />CONTINUOUS <br />18' <br />2 #5's <br />F1-24x24 <br />24" <br />24" <br />12' <br />2 N5b <br />2 85's <br />- <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-0078 <br />FAX: 407-774-4078 <br />wsvw.ebdm4o roup.wm <br />AA 0: 0003328 <br />4 <br />q <br />Q <br />Ww <br />U <br />a <br />sumly aLoIn <br />ABBOTT PARK <br />LOT #44 <br />BLK" 7 <br />PRDJMCT# <br />04181.000-44071 <br />HODala <br />E401 <br />"2828- ENSLEY" <br />0AILA03 •WINO: <br />LEFT <br />PAON: <br />FOUNDATION <br />PLAN <br />V.160 MPH EXP. C <br />4 <br />PRINT 09/242/21 <br />DATE: <br />SCALE: 1/4"=1'-0" <br />SHEET <br />sl <br />