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FOUNDATION PLAN <br />SCALE: 5/16" = 1'-0" <br />FOUNDATION NOTES <br />FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO AT LEAST W% OF <br />THE MAXIMUM DRY DENSITY. <br />ALL INTERIOR SLAB -ON -GRADE SHALL BE A MIN, OF 4' AND REINFORCED WITH ULF 64 <br />WL4 x L4 OVER A 6 mll (10 mil. recon■bnded) POLY VAPOR BARRIER W/ 6' LAP AND MIN. <br />PERM RATING OF 05 <br />ALL EXTERIOR SLA5-ON-GRADE SHALL BE A MIN. OF 4' AND REINFORCED WITH ULF 6x6 <br />WL4 x 14 <br />THE DES64 SOIL PRESSURE USED FOR ALL CALCULATIONS WAS 20M PSF IN ACCORDANCE <br />WITH STRUCTURAL NOTES <br />TOP OF FINISHED SLAB SHALL BE 01-01, SEE SURVEY PLOT FOR NGVD. <br />COORDINATE SLAB AND FOOTING PENETRATIONS WITH PLUMBNG, ELECTRICAL AND <br />MECHANICAL DRAWINGS. <br />COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. <br />PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF 60TERIW EAN TERMITES. <br />TREATMENT SHOULD BE N ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED 5Y <br />THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. <br />COORDINATE DIMENSION$ SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />WINDOWS, DOORS AND ROUGH OPENINGS ARE TO 5E COORDINATED WITH THE WINDOW/DOOR <br />TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE <br />MANUFACTURERS SPECIFICATIONS. <br />RATIONAL ANALYSIS WAS PERFORMED TO DETERMNE THE STEEL REINFORCING FOR TI$ <br />FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 20M <br />PSF. <br />WALL DOWELS <br />(1) *5 0 48" O.G. MAXIMUM U.ON., MIN 25" LAP SPLICE <br />INDICATES S DOWELS WITH MININUM 25" LAP <br />SPLICE <br />■ <br />FOOTING- SCHEDULE <br />MARK <br />WIDTH <br />LENGTH <br />DEPTH <br />BOTTOM REW-=1NG <br />REMARKS <br />FM-32 <br />3211 <br />CONT <br />2011 <br />(4) *5 CONT. <br />MONOLITHIC SLAB <br />FM-20 <br />2011 <br />CONT <br />2011 <br />(3) 5 CONT. <br />MONOLITHIC SLA5 <br />TE: <br />1211 <br />CONT <br />1211 <br />(1) 5 <br />THICKENED SLA5 <br />F-48X36 <br />481' <br />36" <br />1 <br />161 <br />5 , 611 O.C. E.W. <br />MONOLITHIC SLAB <br />F-36X36 <br />3611 <br />361' <br />1611 <br />5 e 6" O.G. E.W. <br />MONOLITHIC SLAB <br />F-40x40 <br />4011 <br />4011 <br />161' <br />65 0 6" O.C. E.W. <br />MONOLITHIC SLAB <br />F-24X24 <br />2411 <br />2411 <br />161' <br />05 • 6'1 O.C. E.W. <br />MONOLITHIC SLAB <br />LEGEND <br />INDICATES PAVERS - TOP OF FOOTERS TO BE <br />6 INCHES BELOW GRADE AT THESE LOCATIONS <br />M5 DOWEL W/ STANDARD <br />CMU COLUMN OR WALL ABOVE AS HOOK - MIN 25" LAP <br />PER FLOOR PLAN SPLICE AT EACH <br />REINFORCED CELL OF <br />15 VERTICAL REINFORCEMENT IN COLUMN <br />ALL FILLED GROUT CELLS SEE <br />FLOOR PLAN FOR LOCATION <br />FINISH FLOOR ELEVATION <br />TOP OF GRADE <br />Z <br />lil f.... <br />CONCRETE SLAB - <br />-0" SEE NOTES <br />WIDTH COMPACTED AND TREATED SOIL <br />AS PER STRUCTURAL NOTES <br />SEE TABLE FOR REQUIRED <br />REINFORCEMENT <br />SECTION AT EXTERIOR WALLS <br />NOT TO SCALE <br />CMU COLUMN OR CMU OR FRAME <br />WALL ABOVE AS PER FLOOR PLAN <br />+S VERTICAL REINFORCEMENT IN <br />ALL FILLED GROUT CELLS SEE <br />FLOOR PLAN FOR LOCATION <br />15 DOWEL V STANDARD <br />HOOK - MIN 25" LAP <br />SPLICE AT EACH <br />REINFORCED CELL OF <br />COLUMN <br />21 <br />CSEE <br />ONCRETE SLAB - <br />EENOTES <br />WIDTHD AND TREATED SOIL <br />RUCTURAL NOTES <br />FOR REQUIRED <br />REINFORCEMENT <br />SECTION AT INTERIOR BEARING WALLS <br />NOT TO SCALE <br />TOP OF GRADE <br />21 m / <br />CONCRETE SLAB - <br />SEE NOTES <br />THICKENED EDGE AS PER TABLE <br />SECTION AT THICKENED EDGE <br />NOT TO SCALE <br />CONCRETE SLAB - <br />SEE NOTES <br />T`r'P. WALL CONSTRUC. <br />MAIN FLOOR LINE: <br />REF. ELEV. 01-01, <br />FIN. GRADE <br />COMPACTED AND <br />TREATED SOIL AS PER <br />STRUCTURAL NOTES <br />3" MIN. <br />COVER <br />no <br />NOTE: USE STEMWALL FOOTING FOR MORE THAN 16" DIFFERENCE <br />BETWEEN FINISH FLOOR AND EXISTING GRADE <br />ALTERNATE STEMWALL FOOTING <br />NOT TO SCALE <br />z <br />m <br />o <br />� <br />z <br />o� <br />z <br />52 <br />g aa. <br />g <br />LILT 0 <br />W <br />pLU <br />W <br />2 <br />Q7 <br />� <br />C <br />P <br />LLJ <br />�€ <br />'(� <br />0 <br />cr: <br />O V <br />(y <br />O <br />w <br />_ <br />00 <br />rn <br />i=c" <br />�� <br />z <br />do <br />iu <br />r- <br />0 <br />1►�I <br />������e ill/rid <br />+f <br />� <br />Ilk <br />LLJ <br />0 <br />1�'—A <br />/I'% /1 0 <br />< <br />LU <br />D <br />z�Z <br />0 <br />N rc <br />W <br />LD <br />w <br />ash <br />oLLJ <br />�yyRR� <br />r <br />O <br />■ <br />nnnnnna <br />nnnnnna <br />LLI <br />rn <br />N <br />■� <br />N <br />cc <br />CZ <br />C <br />O <br />c/) <br />L. <br />`N <br />' <br />cz <br />_O <br />LL <br />/ ^ <br />vi <br />CL <br />L <br />i <br />N <br />a) <br />NN <br />QD <br />BSB <br />DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM180320.00 PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />FOUNDATION PLAN <br />