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HomeMy WebLinkAboutA008WALL SECTION - BRICK SCALE:3/4" = 1'-0" 14" O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING T/ SLAB T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE912"MIN.3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING GROUT FIRST TWO COURSES SOLID NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) 5/4 NAILERS @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 22" O.C. VERT. (7 BRICK COURSES) 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 2x3 BLOCKS @ 24" O.C. 1x2 NAILERS - 2" WIDE RIPPERS 8'-1" OR 9'-1"- SEE FLOOR PLANSPRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS INSULATION BAFFLE 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 (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 ® 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ® 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. VENTED SOFFIT 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. - w/ WEEP CARDS R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 312" 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS)1"MIN. 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 312" FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 1 4" O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING T/ SLAB T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 31 2" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE912"MIN.3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING GROUT FIRST TWO COURSES SOLID NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) SCALE: WALL SECTION - HIGH BRICK / FCB SIDING 3/4" = 1'-0"1"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 INSULATION BAFFLEMIN. 2nd FLR. SUBFLR. 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - 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 ® VENTED SOFFIT 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR. - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. 2" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 21 4" x 4" CAST STONE SILL, TYP. - PULL BTM. 1"± - w/ WEEP CARDS - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 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 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING 8'-1"22" O.C. VERT. (7 BRICK COURSES) APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED - REFER TO SHEET A1.0 FOR SIZE T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED8'-614" OR 9'-614" (2x10's)8'-814" OR 9'-814" (2x12's)T/ WINDOW 1 4 " O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING T/ SLAB T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE912"MIN.3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING GROUT FIRST TWO COURSES SOLID NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) SCALE: WALL SECTION - LOW BRICK / FCB SIDING 3/4" = 1'-0"258"±1"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 INSULATION BAFFLEMIN. 2nd FLR. SUBFLR. 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - 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 ® VENTED SOFFIT @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR. - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. 2" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 214" x 4" CAST STONE SILL, TYP. - PULL BTM. 1"± - w/ WEEP CARDS R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 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 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 22" O.C. VERT. (7 BRICK COURSES) APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED - REFER TO SHEET A1.0 FOR SIZE T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED GROUT FIRST COURSE SOLID CULTURED STONE VENEER SCRATCH COAT ON 3x8x16 SOLID BLOCK 35 8"h. x 65 8"w. CAST STONE SILL, TYP. - PROJECT BTM. 1" ±HEIGHT VARIESREFER TO ELEVATION, SHT A1.05/4 NAILERS @ 24" O.C. HORIZONTAL CMU WEEPHOLES 22" O.C. VERT. (7 BRICK COURSES) 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 2x3 BLOCKS @ 24" O.C. 1x2 NAILERS - 2" WIDE RIPPERS WALL SECTION - BRICK / CULTURED STONE SCALE:3/4" = 1'-0" 18" O.H.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 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. 9 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 (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 ® 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ® 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. VENTED SOFFIT 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 912"MIN.APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. - w/ WEEP CARDS R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN GRAVEL FILL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 312" 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS)1"MIN. 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 312" 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 8'-1"- REFER TO SHEET A1.0 FOR SIZE FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED358"4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION 912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE)INDIANAPOLIS DIVISION01020304 WALL SECTION - BRICK SCALE:3/4" = 1'-0" 14" O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING T/ SLAB T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE912"MIN.3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING GROUT FIRST TWO COURSES SOLID NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) 5/4 NAILERS @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 22" O.C. VERT. (7 BRICK COURSES) 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 2x3 BLOCKS @ 24" O.C. 1x2 NAILERS - 2" WIDE RIPPERS 8'-1" OR 9'-1"- SEE FLOOR PLANSPRE-ENGINEERED WOOD @ 24" O.C. ROOF TRUSSES 7/16" O.S.B. ROOF SHEATHING FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT - w/ PLY-CLIPS INSULATION BAFFLE 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 (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 ® 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ® 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. VENTED SOFFIT 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. - w/ WEEP CARDS R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 312" 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS)1"MIN. 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 312" FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 8'-1"- REFER TO SHEET A1.0 FOR SIZE FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 1 4" O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING T/ SLAB T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 31 2" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE912"MIN.3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING GROUT FIRST TWO COURSES SOLID NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) SCALE: WALL SECTION - HIGH BRICK / FCB SIDING 3/4" = 1'-0"1"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 INSULATION BAFFLEMIN. 2nd FLR. SUBFLR. 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - 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 ® VENTED SOFFIT 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR. - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. 2" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 21 4" x 4" CAST STONE SILL, TYP. - PULL BTM. 1"± - w/ WEEP CARDS - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 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 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING 8'-1"22" O.C. VERT. (7 BRICK COURSES) APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED - REFER TO SHEET A1.0 FOR SIZE T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED8'-614" OR 9'-614" (2x10's)8'-814" OR 9'-814" (2x12's)T/ WINDOW 1 4 " O.H.312"7'-812" OR 8'-812"UNBRACED WALL HEIGHT112"8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)T/ FOOTING T/ SLAB T/ FDN. WALL 6 MIL POLY VAPOR BARRIER FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. GRAVEL FILL 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT 312" THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE912"MIN.3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION NOTE: BASEMENT INSULATION NOT SHOWN - TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO 8"10"REFER TO FLAGGED NOTE FOR NUMBER & SPACING OF HORIZONTAL REBARS912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING GROUT FIRST TWO COURSES SOLID NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE) SCALE: WALL SECTION - LOW BRICK / FCB SIDING 3/4" = 1'-0"258"±1"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 INSULATION BAFFLEMIN. 2nd FLR. SUBFLR. 2x2 NAILER DBL. 2x4 TOP PLATE 1x GUTTER BOARD - w/ ALUMINUM GUTTER (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - 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 ® VENTED SOFFIT @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 8'-1" OR 9'-1"- SEE FLOOR PLANS1st FLR. SUBFLR. - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING DBL. 2x4 TOP PLATE - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. 2" x 3" METAL DRIP FLASHING, TYP. - w/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD 214" x 4" CAST STONE SILL, TYP. - PULL BTM. 1"± - w/ WEEP CARDS R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 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 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING 8'-1"15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 22" O.C. VERT. (7 BRICK COURSES) APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED - REFER TO SHEET A1.0 FOR SIZE T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED GROUT FIRST COURSE SOLID CULTURED STONE VENEER SCRATCH COAT ON 3x8x16 SOLID BLOCK 35 8"h. x 65 8"w. CAST STONE SILL, TYP. - PROJECT BTM. 1" ±HEIGHT VARIESREFER TO ELEVATION, SHT A1.05/4 NAILERS @ 24" O.C. HORIZONTAL CMU WEEPHOLES 22" O.C. VERT. (7 BRICK COURSES) 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 2x3 BLOCKS @ 24" O.C. 1x2 NAILERS - 2" WIDE RIPPERS WALL SECTION - BRICK / CULTURED STONE SCALE:3/4" = 1'-0" 18" O.H.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 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. 9 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 (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 ® 12" DRYWALL 12" DRYWALL T/ 1st FLR. DBL. TOP ® 12" DRYWALL 12" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ®, TYP. VENTED SOFFIT 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 912"MIN.APPROXIMATE 7 8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. - w/ WEEP CARDS R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN GRAVEL FILL 8" THICK CAST-IN-PLACE 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 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. 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 312" 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS)1"MIN. 12" x 912" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 312" 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 8'-1"- REFER TO SHEET A1.0 FOR SIZE FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED358"4" Ø DRAIN TILE - EA. SIDE OF FOOTING - w/ GRAVEL FILL - PIPE TO DAYLIGHT NOTE: 8'-0"h. FOUNDATION WALLS - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" 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 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION 912" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. (ACTIVE)INDIANAPOLIS DIVISION01020304 OVERBROOK FARMSREASON FOR PLOT:PLOT DATE:Job No. Sheet No.INHOMESITE NO.MASTER BY:DATE:CDATE:3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHTALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO:DATE:HOME TYPE:PLAN:5/10/2019 1:02 PM#LKHANNAA MAAMUUJAV3960 BEAR CREEK WAYMARSHALL47-480-MARSHALL FRENCH MANOR WITH BRICK & STONECARMEL, IN9105/2017--------------------fieldspecchange@fischerhomes.comREVISED BY:-------- ---- SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLC----05/31/19 William Hohlt