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HomeMy WebLinkAboutA011NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) METAL FLASHING w/ DRIP EDGE 316" Ø ROPE BEHIND PAPER & OUT WEEP SCREED HOLES - EXTEND 24" UP FRAME WALL NOTE: HOLD FLASHING DOWN 1" FROM T/ FOUNDATION - TYPICAL 2x2 NAILERS - w/ 7/16" OSB BACK-UP CULTURED STONE VENEER SCRATCH COAT METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD)312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"PRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS R-38 BLOWN-IN INSULATION 8'-0" OR 9-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTING T/ SLAB T/ FDN. WALL 1st FLR. SUBFLR. 2nd FLR. SUBFLR. FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER WALL SECTION - CULTURED STONE SCALE:3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS T/ 2nd FLR. DBL. TOP ⅊ 1 2" DRYWALL 1 2" DRYWALL T/ 1st FLR. DBL. TOP ⅊ 1 2" DRYWALL T&G O.S.B. SUBFLOOR: - GLUED, NAILED, AND SCREWED VENTED SOFFIT 01 WS-C2 02 WS-C2 03 WS-C2812"MIN.- UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 1 2" DRYWALL CULTURED STONE VENEER SCRATCH COAT 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL: FOUNDATION PLAN - UNLESS NOTED OTHERWISE ON BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS. - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. - REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED.1"MIN. 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS) 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 2" FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 6 MIL POLY VAPOR BARRIER PER PLAN PLAN FOR SPECIFIC INFO BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES - SEE NOTES ON FOUNDATION NOTE: 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARST&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED SCREED w/ WEEP HOLES 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 4" Ø DRAIN TILE w/ FILTER MEMBRANE - w/ GRAVEL FILL TOOLED JOINT KEY-WAY IN FOOTING 2x4 PRESSURE-TREATED SILL PLATE - REFER TO GENERAL NOTES FOR ATTACHMENT TO FOUNDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. DRIP EDGE - GUTTER - STYLE 'G' - 234" x 112" - INSTALL DIRECTLY TO OSB, BENEATH UNDERLAYMENT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 21" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER ACI 332-14, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION METAL FLASHING w/ DRIP EDGE 316" Ø ROPE BEHIND PAPER & OUT WEEP SCREED HOLES - EXTEND 24" UP FRAME WALL NOTE: HOLD FLASHING DOWN 1" FROM T/ FOUNDATION - TYPICAL SCREED w/ WEEP HOLES 312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"PRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS R-38 BLOWN-IN INSULATION 8'-0" OR 9-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTING T/ SLAB T/ FDN. WALL 1st FLR. SUBFLR. 2nd FLR. SUBFLR. FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER WALL SECT - HIGH CULTURED STONE/FCB SIDING SCALE:3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS T/ 2nd FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED VENTED SOFFIT 04 WS-C2 05 WS-C2 03 WS-C2812"MIN.- UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 1"MIN. 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL FOUNDATION PLAN - UNLESS NOTED OTHERWISE ON BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS. - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. - REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. 1 1/2" x 3" METAL DRIP FLASHING w/ 1" HEM, TYP. - SET IN BED OF SEALANT - NAIL & CAULK TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 2 1/4"h. x 2 3/4"w. CAST STONE SILL, TYP. - PROJECT BTM. 3/4"± - SLOPE 3/8" MIN. CULTURED STONE VENEER SCRATCH COAT METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD) 07 WS-C2 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS) FIBER CEMENT BOARD SIDING - PROVIDE 7" EXPOSURE w/ 1 1 4" LAP - TYPICAL FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 6 MIL POLY VAPOR BARRIER PER PLAN PLAN FOR SPECIFIC INFO BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES - SEE NOTES ON FOUNDATION NOTE: 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0T/ WINDOW NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 4" Ø DRAIN TILE w/ FILTER MEMBRANE - w/ GRAVEL FILL TOOLED JOINT KEY-WAY IN FOOTING 2x4 PRESSURE-TREATED SILL PLATE - REFER TO GENERAL NOTES FOR ATTACHMENT TO FOUNDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. DRIP EDGE - GUTTER - STYLE 'G' - 234" x 112" - INSTALL DIRECTLY TO OSB, BENEATH UNDERLAYMENT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 21" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER ACI 332-14, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE)312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"PRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS R-38 BLOWN-IN INSULATION 8'-0" OR 9-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTING T/ SLAB T/ FDN. WALL 1st FLR. SUBFLR. 2nd FLR. SUBFLR. - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER WALL SECT - LOW CULTURED STONE/FCB SIDING SCALE:3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS T/ 2nd FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED VENTED SOFFIT 04 WS-C2 05 WS-C2 03 WS-C2812"MIN.- UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 1"MIN. 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL: FOUNDATION PLAN - UNLESS NOTED OTHERWISE ON BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS. - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. - REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. 1 1/2" x 3" METAL DRIP FLASHING w/ 1" HEM, TYP. - SET IN BED OF SEALANT - NAIL & CAULK TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 2 1/4"h. x 2 3/4"w. CAST STONE SILL, TYP. - PROJECT BTM. 3/4"± - SLOPE 3/8" MIN. CULTURED STONE VENEER SCRATCH COAT METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD) 08 WS-C2 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS) FIBER CEMENT BOARD SIDING - PROVIDE 7" EXPOSURE w/ 1 1 4" LAP - TYPICAL HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 6 MIL POLY VAPOR BARRIER PER PLAN PLAN FOR SPECIFIC INFO BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES - SEE NOTES ON FOUNDATION NOTE: 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE METAL FLASHING w/ DRIP EDGE 316" Ø ROPE BEHIND PAPER & OUT WEEP SCREED HOLES - EXTEND 24" UP FRAME WALL NOTE: HOLD FLASHING DOWN 1" FROM T/ FOUNDATION - TYPICAL SCREED w/ WEEP HOLES FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 4" Ø DRAIN TILE w/ FILTER MEMBRANE - w/ GRAVEL FILL TOOLED JOINT KEY-WAY IN FOOTING 2x4 PRESSURE-TREATED SILL PLATE - REFER TO GENERAL NOTES FOR ATTACHMENT TO FOUNDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. DRIP EDGE - GUTTER - STYLE 'G' - 234" x 112" - INSTALL DIRECTLY TO OSB, BENEATH UNDERLAYMENT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 21" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER ACI 332-14, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION 010203 NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) METAL FLASHING w/ DRIP EDGE 316" Ø ROPE BEHIND PAPER & OUT WEEP SCREED HOLES - EXTEND 24" UP FRAME WALL NOTE: HOLD FLASHING DOWN 1" FROM T/ FOUNDATION - TYPICAL 2x2 NAILERS - w/ 7/16" OSB BACK-UP CULTURED STONE VENEER SCRATCH COAT METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD)312" 7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"PRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS R-38 BLOWN-IN INSULATION 8'-0" OR 9-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTING T/ SLAB T/ FDN. WALL 1st FLR. SUBFLR. 2nd FLR. SUBFLR. FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER WALL SECTION - CULTURED STONE SCALE: 3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS T/ 2nd FLR. DBL. TOP ⅊ 1 2" DRYWALL 1 2" DRYWALL T/ 1st FLR. DBL. TOP ⅊ 1 2" DRYWALL T&G O.S.B. SUBFLOOR: - GLUED, NAILED, AND SCREWED VENTED SOFFIT 01 WS-C2 02 WS-C2 03 WS-C2812"MIN.- UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 1 2" DRYWALL CULTURED STONE VENEER SCRATCH COAT 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL: FOUNDATION PLAN - UNLESS NOTED OTHERWISE ON BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS. - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. - REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED.1"MIN. 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS) 1 2" x 9 12" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 2" FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 6 MIL POLY VAPOR BARRIER PER PLAN PLAN FOR SPECIFIC INFO BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES - SEE NOTES ON FOUNDATION NOTE: 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE 8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARST&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED SCREED w/ WEEP HOLES 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 4" Ø DRAIN TILE w/ FILTER MEMBRANE - w/ GRAVEL FILL TOOLED JOINT KEY-WAY IN FOOTING 2x4 PRESSURE-TREATED SILL PLATE - REFER TO GENERAL NOTES FOR ATTACHMENT TO FOUNDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. DRIP EDGE - GUTTER - STYLE 'G' - 234" x 112" - INSTALL DIRECTLY TO OSB, BENEATH UNDERLAYMENT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 21" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER ACI 332-14, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION METAL FLASHING w/ DRIP EDGE 316" Ø ROPE BEHIND PAPER & OUT WEEP SCREED HOLES - EXTEND 24" UP FRAME WALL NOTE: HOLD FLASHING DOWN 1" FROM T/ FOUNDATION - TYPICAL SCREED w/ WEEP HOLES 3 12" 7'-812" OR 8'-8 12"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"PRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS R-38 BLOWN-IN INSULATION 8'-0" OR 9-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTING T/ SLAB T/ FDN. WALL 1st FLR. SUBFLR. 2nd FLR. SUBFLR. FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER WALL SECT - HIGH CULTURED STONE/FCB SIDING SCALE: 3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS T/ 2nd FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED VENTED SOFFIT 04 WS-C2 05 WS-C2 03 WS-C2812"MIN.- UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 1"MIN. 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL FOUNDATION PLAN - UNLESS NOTED OTHERWISE ON BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS. - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. - REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. 1 1/2" x 3" METAL DRIP FLASHING w/ 1" HEM, TYP. - SET IN BED OF SEALANT - NAIL & CAULK TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 2 1/4"h. x 2 3/4"w. CAST STONE SILL, TYP. - PROJECT BTM. 3/4"± - SLOPE 3/8" MIN. CULTURED STONE VENEER SCRATCH COAT METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD) 07 WS-C2 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS) FIBER CEMENT BOARD SIDING - PROVIDE 7" EXPOSURE w/ 1 1 4" LAP - TYPICAL FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 6 MIL POLY VAPOR BARRIER PER PLAN PLAN FOR SPECIFIC INFO BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES - SEE NOTES ON FOUNDATION NOTE: 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE 8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS1 2" x 9 12" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0T/ WINDOW NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 4" Ø DRAIN TILE w/ FILTER MEMBRANE - w/ GRAVEL FILL TOOLED JOINT KEY-WAY IN FOOTING 2x4 PRESSURE-TREATED SILL PLATE - REFER TO GENERAL NOTES FOR ATTACHMENT TO FOUNDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. DRIP EDGE - GUTTER - STYLE 'G' - 234" x 112" - INSTALL DIRECTLY TO OSB, BENEATH UNDERLAYMENT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 21" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER ACI 332-14, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE)312" 7'-812" OR 8'-812"UNBRACED WALL HEIGHT8'-1" OR 9'-1"- SEE FLOOR PLANS112"PRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS R-38 BLOWN-IN INSULATION 8'-0" OR 9-0"(REFER TO FOUNDATION PLANS)INSULATION BAFFLE T/ FOOTING T/ SLAB T/ FDN. WALL 1st FLR. SUBFLR. 2nd FLR. SUBFLR. - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER WALL SECT - LOW CULTURED STONE/FCB SIDING SCALE:3/4" = 1'-0" (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS T/ 2nd FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED VENTED SOFFIT 04 WS-C2 05 WS-C2 03 WS-C2812"MIN.- UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 1"MIN. 8" THICK CAST-IN-PLACE CONCRETE FOUNDATION WALL: FOUNDATION PLAN - UNLESS NOTED OTHERWISE ON BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOINTS. - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. - REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. 1 1/2" x 3" METAL DRIP FLASHING w/ 1" HEM, TYP. - SET IN BED OF SEALANT - NAIL & CAULK TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 2 1/4"h. x 2 3/4"w. CAST STONE SILL, TYP. - PROJECT BTM. 3/4"± - SLOPE 3/8" MIN. CULTURED STONE VENEER SCRATCH COAT METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD) 08 WS-C2 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS) FIBER CEMENT BOARD SIDING - PROVIDE 7" EXPOSURE w/ 1 1 4" LAP - TYPICAL HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 6 MIL POLY VAPOR BARRIER PER PLAN PLAN FOR SPECIFIC INFO BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES - SEE NOTES ON FOUNDATION NOTE: 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE 8" 10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE METAL FLASHING w/ DRIP EDGE 316" Ø ROPE BEHIND PAPER & OUT WEEP SCREED HOLES - EXTEND 24" UP FRAME WALL NOTE: HOLD FLASHING DOWN 1" FROM T/ FOUNDATION - TYPICAL SCREED w/ WEEP HOLES FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2" FROM TOP OF WALL GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 4" Ø DRAIN TILE w/ FILTER MEMBRANE - w/ GRAVEL FILL TOOLED JOINT KEY-WAY IN FOOTING 2x4 PRESSURE-TREATED SILL PLATE - REFER TO GENERAL NOTES FOR ATTACHMENT TO FOUNDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. DRIP EDGE - GUTTER - STYLE 'G' - 234" x 112" - INSTALL DIRECTLY TO OSB, BENEATH UNDERLAYMENT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 21" o.c. & (3) #4 REBARS HORIZONTALLY 9'-0"h. FOUNDATION WALLS - 10"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 19" o.c. & (4) #4 REBARS HORIZONTALLY FOR 8' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE REMAINING BARS EQUALLY SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER ACI 332-14, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION 010203 WILLIAML.KAUF H OL Z ARCHITECTOVERBROOK FARMSREASON FOR PLOT: PLOT DATE:Job No. Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO: DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:3/9/2020 12:27 PM# OBF011040000MITCHELL WISE4009 BEAR CREEK WAYLELAND57-442-LELAND COASTAL CLASSIC WITH BRICK & STONECARMEL, IN10405/2017-------- ------------ --------------------------------fieldspecchange@fischerhomes.comREVISED BY:---- THERESA WISEARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLC----WS-C1 04/17/20 William Hohlt