23A-005 36meadowst_florence-FOUNDATION PLANS_A24'-11" BRICK KNEE WALL AND 6'-1"EXTERIOR STONE FOUNDATIONSAND BRICK FOUNDATIONS MIXEDFLOOR JOIST 7"LANDINGOIL TANKWATERMETERBASEMENTKNEE WALLKNEE WALLKNEE WALLKNEE WALLBUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOST36 MEADOW ST.
FLORENCE, MA 01062 FOUNDATION PLAN1A-2SCALE: 1/4" = 1' - 0"A-2APRIL 9, 2018ALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361 FOUNDATION DETAIL2A-2SCALE: 1" = 1' - 0"4'-0"
10"(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION2" X 4" CONTINUOUS KEY. TYP6 MIL. POLY VAPOR BARRIER OVEREXISTING FILL COMPACTEDFOUNDATIONDAMPROOFING, (TYP.)12" X 12" ANCHOR BOLTS @6' - 0" O.C., (TYP.)2 X 8 WOOD JOISTS, (TYP.) W/ R30FLOOR INSULATION, MATCH EXISTINGSUBFLOOR HEIGHT2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,CEDAR SIDINGGENERAL NOTES:FIELD VERIFY TOP OF WALLELEVATIONS WITH ALL EXISTINGAND PROPOSED GRADES1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUS1'-8"VINYL FOUNDATIONWINDOWSAW CUT ACCESS HOLE INEXISTING BRICK FOUNDATION8" FOUNDATION WALL(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION, TYP.1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUS3'-0"12'-0"10'-10"VINYL FOUNDATIONWINDOWSAW CUT ACCESS HOLE INEXISTING BRICK FOUNDATION8" FOUNDATION WALL(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION, TYP.1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUSFOUNDATION NOTES:GENERAL CONTRACTOR TO ENSURE THAT ALL MATERIALS AND METHODS USED IN THE DEVELOPMENTOF THIS PROJECT ARE WITHIN STRICT COMPLIANCE OF ALL GOVERNING MUNICIPAL CODES (LOCALCITY, STATE, AND FEDERAL).1. ALL CONCRETE TO ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 28 DAYS OF PLACEMENT.2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL OR PROPERLY COMPACTED STRUCTURAL FILL WITHA MINIMUM PRESUMPTIVE SOIL BEARING CAPACITY OF 3000 PSF.3. ALL STRUCTURAL FILL UNDER FOOTINGS AND SLABS SHALL BE CLEAN, WITH NO ORGANICMATERIAL, CLAY, OR SILT, OR CONSTRUCTION DEBRIS. ALL STRUCTURAL FILL SHALL BE COMPACTED.4. ALL STRUCTURAL FILL TO BE COMPACTED IN LIFTS OF NOT MORE THAN 12".5. ALL FOOTINGS TO EXTEND BELOW FROST LINE / FINISH GRADE A MINIMUM OF 4'6. ALL UNDER SLAB VAPOR BARRIERS TO BE 6 MIL. POLYETHYLENE FILM MINIMUM.7. ALL FOUNDATION DAMP PROOFING TO BE BRUSH APPLIED (ASPHALTIC) FROM TOP OF FOOTING TOFINISH GRADE.8. ALL ANCHOR BOLTS TO BE 12 " X 12" @ 6' - 0" O.C. MAXIMUM AND TO PROJECT 4" ABOVE TOP OFWALL. MINIMUM OF TWO BOLTS PER SILL PLATE.5'-3"20'-11"14'-8"MEADOW ST.ADDITION ANDALTERATIONS4'-91116"1'-4" (TYP.)