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TE-1 <br />8' <br />4" CONC. <br />r <br />SLAB <br />w <br />~ <br />O w <br />a <br />w l <br />~ <br />TOP OF <br />;b <br />m <br />28' 2" <br />SLABir <br />M <br />— — <br />— _ <br />_ _ <br />FM.18x18 <br />11 <br />3'-10" <br />11'-10" <br />18'd" <br />11 <br />5'•8" <br />1�� CHASE <br />4 <br />Im <br />14 <br />Ap, p" <br />11 <br />ILL <br />`O <br />YTOPOF <br />Jrn <br />9 <br />SLAB <br />i; <br />LLI <br />LuLu I <br />ti <br />N <br />II <br />I <br />10 I <br />jj <br />20'-5" <br />7'-5" <br />w <br />11 <br />9 <br />11 <br />CW-12x12 '� <br />i i <br />U <br />t4 <br />f <br />11 <br />F-24 4 <br />m <br />N <br />CWC-12Xi1 <br />— — <br />¢�IIZ <br />N <br />o <br />N Iw <br />ii� <br />U <br />I <br />n UP TO 2ND FLOOR <br />iv <br />� <br />it <br />ally <br />I (FIELD VERIFY <br />p I <br />, <br />Y <br />81 EXACT LOCATION) <br />O <br />5 <br />3'-0" <br />0 <br />3 <br />N <br />x <br />r#3 TRANSFER STEEL <br />T <br />io <br />I <br />I <br />I <br />6SIM. <br />24" O.C. MAX <br />U <br />N <br />I <br />1A 2 <br />No" FIN. ELEV. N <br />I <br />V <br />FN. CONC. SLAB <br />I <br />K <br />4 <br />11 <br />I CONC. <br />14" <br />SLAB <br />m <br />I1p <br />lgi <br />1 <br />1.1 <br />I 1 4,_3 12" N a'1 <br />L. — <br />FM-16x18 <br />FMC- <br />16x18 <br />3'-8" <br />11 <br />4'-5" <br />-10" <br />18'-0" <br />2--ill, <br />w <br />mo <br />n <br />L <br />FM-i8x18 <br />J <br />Imi <br />LL <br />I <br />-16xt� <br />a <br />4 <br />5 <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 -4-9'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENS40NED <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 />G. 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 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 />l l,GNDICATES #5 BAR, BNDICATES #8 BAR, SDICATES #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 =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,OOCPSF. 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 402R02-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402R02A6, 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 />T-0" O/C MAX. SEE PLAN FOR 1WMA SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7tn EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />W7.4xW1.4 OVER <br />GENERAL <br />3 12' <br />16,11 <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 />FW12x18 <br />12' <br />CONTINUOUS <br />16' <br />(2)#6s <br />FMA6x18 <br />18' <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />FW2M18 <br />2T <br />CONTINUOUS <br />18' <br />- <br />(2) #5's <br />+ 0"-0" <br />FMCA608 <br />18' <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />- <br />VARIES <br />CW-12x12 <br />12, <br />SEE PLAN <br />1T <br />- <br />(2)#5's <br />- <br />+(Y'-0" <br />CWC-12112 <br />1T <br />SEE PLAN <br />1T <br />- <br />(2)#5's <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />1T <br />(2) #5's <br />(2) #5% <br />(+ O•{y <br />7E-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) 5's <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesWngroup.com <br />AA #: 0003325 <br />h <br />O <br />a <br />aXMDlV. & LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #13I.0 PIoJT# <br />04181.000-06131 <br />MOD= <br />4EHB <br />"2605-HAYDEN" <br />OARAGZ 9WING! <br />RIGHT <br />PALM <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />nw� 09/21/21 <br />aCAI.1C: 1/4"=1'-0" <br />aHEZT <br />si <br />