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FOUNDATION PLAN <br />SCALE: 5/16" = I'-O" <br />151'-4" <br />5 DOWEL V STANDARD <br />CMU COLUMN OR WALL ABOVE AS NOOK - MIN 25" LAP <br />PER FLOOR PLAN SPLICE AT EACH <br />REINFORCED CELL OF <br />5 VERTICAL REINFORCEMENT IN COLUMN <br />WALL DOWELS ALL FILLED GROUT CELLS SEE <br />FLOOR PLAN FOR LOCATION <br />FINISH FLOOR ELEVATION <br />(1) 45 a 48" O.C. <br />MAXIMUM U.ON., MIN <br />25" LAP SPLICE <br />TOP Of <br />GRADE <br />INDICATES 05 DOWELS WITH MININUM 25" LAP <br />� � � a a a � ` <br />SPLICE <br />■ <br />Z <br />3 > i ' D <br />° o ' <br />{i- <br />. D 9 D p <br />.e e ` e ,e_ , <br />FOUNDATION NOTES <br />o <br />CV <br />D <br />_D k _',D <br />� <br />CONCRETE SLAB - <br />a• <br />e ° � <br />SEE NOTES <br />FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO AT LEAST W% OF <br />THE MAXIMUM DRY DENSITY. <br />WIDTH <br />COMPACTED AND TREATED SOIL <br />ALL INTERIOR SLAB -ON -GRADE SHALL BE A MIN. OF 4' AND REINFORCED WITH ULF 6x6 <br />AS PER STRUCTURAL NOTES <br />WL4 x 1.4 OVER A 6 mil (10 m11. recommended) POLY VAPOR BARRIER W/ 6" LAP AND MIN. <br />SEE TABLE FOR REQUIRED <br />PERM RATING OF 05 <br />FOOTINGS <br />SCHEDULE <br />REINFORCEMENT <br />ALL EXTERIOR SLAB -ON -GRADE SHALL BE A MIN. OF 4" AND REINFORCED WITH W.LF &x6 <br />WL4 x 1.4 <br />MARK <br />WIDTH <br />LENGTH <br />DEPTH <br />B0TT0h1 i';II+ORCIWj <br />REMAWS <br />SECTION <br />AT EXTERIOR WALLS <br />THE DESIGN SOIL PRESSURE USED FOR ALL CALCULATIONS WAS 2000 PSF N ACCORDANCE <br />FM-32 <br />32" <br />CONT <br />20" <br />(4) 05 CONT. <br />SLAB <br />NOT TO SCALE <br />WITH STRUCTURAL NOTES WITH <br />FM-20 <br />20" <br />CONT <br />20" <br />(3) 05 CONT. <br />MONOLITHIC SLAB <br />TOP OF FNISHED SLAB SHALL BE 0-0", SEE SURVEY PLOT FOR NGVD. <br />TE <br />12" <br />CONT <br />12" <br />(045 <br />THIICKENEC> SLAB <br />COORDINATE SLAB AND FOOTING PENETRATIONS WITH PLUMBING, ELECTRICAL AND <br />MECHANICAL DRAWINGS. <br />F-48X36 <br />48" <br />36" <br />Irbil05 <br />a 6"WO.C.O:C. . <br />MONOLITHIC SLAB <br />COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. <br />F-36X3(p <br />36" <br />36" <br />16" <br />05 A 6" O.G. E.W. <br />MONOLITHIC SLAB <br />F-40x40 <br />40" <br />40" <br />16" <br />45 A 6" Oz. E.W. <br />MONOLITHIC SLA5 <br />PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SZTERRANEAN TERMITES. <br />TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY <br />F-24X24 <br />24" <br />24" <br />16" <br />05 a 6" O.C. E.W. <br />MONOLITHIC SLAB <br />THE FLORIDA DEPARITIENT OF AGRICULTURE AND C09W IER SERVICES. <br />COORDINATE DIMENSIONS, SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE 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 DETERMINE THE STEEL REINFORCING FOR THE <br />FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 29M <br />PSF. <br />Lr AND <br />INDICATES PAVERS - TOP OF FOOTERS TO 5E <br />8 INCHES 5ELOW GRADE AT THESE LOCATIONS <br />CMU COLUMN OR CMU OR FRAME <br />WALL ABOVE AS PER FLOOR PLAN <br />5 VERTICAL REINFORCEMENT IN <br />ALL FILLED GROUT CELLS SEE <br />FLOOR PLAN FOR LOCATION <br />Id <br />Q <br />5 DOWEL W/ STANDARD <br />HOOK - MIN 25" LAP <br />SPLICE AT EACH <br />REINFORCED CELL OF <br />COLUMN <br />D o-KSEE <br />- -CONCRETE SLAB - <br />SEENOTES <br />WCOMPACTED AND TREATED SOIL <br />AS PER STRUCTURAL NOTES <br />SEE TABLE FOR REQUIRED <br />REINFORCEMENT <br />SECTION AT INTERIOR BEARINGWALLS <br />NOT TO SCALE <br />TOP OF GRADE <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 />4 : e <br />TYP. WALL CONSTRUC. <br />MAIN FLOOR LINE <br />REF. ELEV. 0'-0" <br />FIN. GRADE <br />COMPACTED AND <br />TREATED SOIL AS PER <br />STRUCTURAL NOTES <br />3" MIN. <br />COVER <br />20° <br />NOTE: USE STEMWALL FOOTING FOR MOM THAN 16" DIFFERENCE <br />BETWEEN FINISH FLOOR AND EXISTING GRADE <br />ALTERNATE STEMWALL FOOTING <br />NOT TO SCALE <br />M ae <br />M w <br />m <br />p <br />o <br />zd. <br />S2 <br />F <br />Z w <br />Z v <br />Z <br />O <br />- b <br />0 Z <br />L <br />V J o <br />-oy <br />Z. p <br />Z. <br />c� <br />Mo <br />RE <br />S2 _ <br />� <br />Z <br />w <br />a,LL <br />RI .0 ®n <br />W� <br />' <br />LJJ -- <br />zf0 <br />Am <br />wZ� <br />Z C% is <br />C <br />w <br />N <br />LLI <br />c <br />W P - <br />p <br />LL <br />O <br />LL <br />r <br />S <br />ms <br />�6 <br />Z <br />S' <br />LU <br />Ino <br />0 <br />LL <br />a= <br />�® ° Z —c <br />-j <br />%z �s �0 �� <br />cr <br />w <br />�p v <br />O <br />Z <br />7 S <br />Z <br />Orn <br />`m�F <br />W <br />I- <br />> <br />a� <br />2 <br />�U <br />agisil <br />�3i <br />N <br />ZF1L'O <br />a <br />O <br />a <br />> <br />U <br />LZ <br />O <br />`V <br />_O <br />LL <br />0 <br />cz <br />> <br />CL <br />■� <br />■^ <br />Al <br />(J) cn IV <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: AM PROJ MGR: LCC <br />DRAWN: LCC CHECKED: <br />FOUNDATION PLAN <br />