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y <br />RFIEAI <br />28'-&' <br />1 •_4" <br />3'-6" <br />36,_2" <br />_ <br />0'-0" <br />TOP O <br />SLAB <br />— 1 <br />— — — — FM-12X12 <br />\;— — — — — — FM-12X18 — <br />m <br />`x''I 4"GONG. <br />w� <br />SLAB <br />I \\ <br />a <br />NI <br />�\ <br />31/2" <br />�I <br />\ <br />1.1 <br />EXTEND FM-12X18 <br />PVC <br />SLAB 1 1/2" <br />CHASE <br />i to <br />\� <br />\ <br />I <br />\\ <br />I <br />I% \ <br />\ \\ <br />• I <br />\ �\ <br />� <br />TOP OF <br />SLAB <br />Ix <br />1\; <br />\ <br />% <br />I <br />`\ <br />\ <br />15'-8" <br />5' 0" <br />L---- <br />TE1m-m — <br />_ <br />I <br />1.1 <br />1.1 <br />I. <br />I � <br />• 4-5 1/2" <br />4" <br />1T-8" <br />z'-s' I <br />I <br />• 3'-0" 5 <br />I <br />e <br />Iw <br />I. <br />I <br />ILL <br />o <br />I <br />N <br />EXTEN2 <br />1A <br />SLAB 1 1/2" <br />4"CONC.NW <br />e2 <br />4FM!-12X18 <br />SLAB51a31/2"1A <br />A 71/2"Yio <br />1t.i <br />to <br />t <br />FMC-12X18 <br />FM-12XIB <br />FMC-12X18 <br />— <br />F 1.1 I FM-12X18 <br />o <br />1.1 J <br />4 <br />.2'-8" <br />gjrT-W <br />16'-0" <br />X-10" 10'-2" <br />4'-4" 14'-0" <br />21'-4" <br />39'-8" <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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. <br />S. 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 112" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES VATH ARCHITECTURAL <br />DRAWINGS. <br />8. SEE ARCHITECTURAL DRAVNNGS 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 />11.0INDICATES #5 BAR, GINDICATES 06 BAR,■NDICATES #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: Pm = 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 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 WI AIWIA OVER <br />GENERAL <br />31/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS, SAME SIZE QUANTITY AS BARS IN FOUNDATION, WITH 3a" 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 />TE-1 <br />8" <br />SEE PLAN <br />1a' <br />- <br />( s <br />- <br />(+)a" -a' <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12' <br />- <br />(2)#5's <br />FM-12118 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />VARIES <br />F-24x24 <br />24" <br />24" <br />(2)#5's <br />(2)#5's <br />(-)0"-4" <br />FOUNDATION PLAN <br />SCALE: 114" = V-0" <br />7- <br />1441 , jz, 9� <br />N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />j <br />$t <br />SSSi <br />d <br />GJ <br />�¢�y <br />o <br />��j <br />H! <br />F-summm as IJOT: <br />ABBOTT PARK <br />LOT 3BLK14 <br />PHASE 4C <br />I-monmT* <br />04181.04C-03142 <br />I[ODSic <br />4EBB <br />"1828-CALM" <br />GAVLADS Dlrnak <br />LEFT <br />FAGS: <br />FOUNDATION <br />PLAN <br />160MPH E • C <br />AR <br />D � 08/22/22 <br />SCALS: 1/4"=1•-0" <br />SIB <br />s, <br />