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HomeMy WebLinkAboutA02301 02 0304 INDIANAPOLIS DIVISION312" 7'-8 12" 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 BASE 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 REBARS 912" 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) @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 912"MIN.1 4" O.H. - w/ WEEP CARDS WALL SECTION - BRICK SCALE: 5/4 NAILERS 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 2x3 BLOCKS @ 24" O.C. 1x2 NAILERS - 2" WIDE RIPPERS 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 BAFFLE - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING 2x2 NAILER DBL. 2x4 TOP PLATE (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE T/ 1st FLR. DBL. TOP ⅊ 1 2" DRYWALL 1 2" DRYWALL 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. 01 WS-B2 3/4" = 1'-0"8'-1", 9'-1" or 10'-1"- SEE FLOOR PLANS1st FLR. SUBFLR. 03 WS-B2 VENTED SOFFIT 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. R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 1x GUTTER BOARD - w/ ALUMINUM GUTTER 312" 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS)1"MIN. 1 2" x 9 12" 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 DRIP EDGE - GUTTER - STYLE 'G' - 23 4" x 112" - INSTALL DIRECTLY TO OSB, BENEATH UNDERLAYMENT 22" O.C. VERT. (7 BRICK COURSES) 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 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 BASE 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 REBARS 912" 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) WALL SECTION - LOW BRICK / FCB SIDING SCALE: 3/4" = 1'-0" 04 WS-B2 @ 24" O.C. HORIZONTAL BRICK WEEPHOLES 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 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 BAFFLE - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - IN EA. TRUSS SPACE T/ 1st FLR. DBL. TOP ⅊ 2x4 PRESSURE-TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP.912"MIN.1 4" O.H.8'-1", 9'-1" or 10'-1"- SEE FLOOR PLANS1st FLR. SUBFLR. VENTED SOFFIT 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 1x GUTTER BOARD - w/ ALUMINUM GUTTER 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS)1"MIN. 1 2" x 9 12" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING 03 WS-B2 FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 22" O.C. VERT. (7 BRICK COURSES) 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 08 WS-B2 2x2 NAILER DBL. 2x4 TOP PLATE - w/ R-15HD KRAFT FACED 2x4 FRAME WALL: BATT INSULATION 12" DRYWALL 12" DRYWALL - UNLESS NOTED OTHERWISE ON PLAN FIBER CEMENT BOARD SIDING - PROVIDE 7" EXPOSURE w/ 1 1 4" LAP - TYPICAL 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"±258"±HEIGHT VARIES - REFER TO ELEVATION, SHEET A1.0 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 WALL SECTION - FCB SIDING SCALE: 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 BAFFLE 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 T/ 1st FLR. DBL. TOP ⅊ 12" DRYWALL 12" DRYWALL T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED VENTED SOFFIT 04 WS-B2 312" 8'-1", 9'-1" or 10'-1"- SEE FLOOR PLANS112"T/ FOOTING T/ SLAB T/ FDN. WALL 1st 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 2x4 PRESSURE-TREATED SILL PLATE: - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL ⅊, TYP. 07 WS-B2 812"MIN.3/4" = 1'-0" R-38 BLOWN-IN INSULATION - UNLESS NOTED OTHERWISE ON PLAN - UNLESS NOTED OTHERWISE ON PLAN 7'-81 2 "OR 8'-812"UNBRACED WALL HEIGHT8'-0" OR 9'-0"(REFER TO FOUNDATION PLANS)1"MIN. GRAVEL FILL 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. 3" Ø DRAIN TILE - THRU FOOTING @ 6'-0" O.C. - PLACE @ BOTTOM OF FT'G. 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS) FIBER CEMENT BOARD SIDING - PROVIDE 7" EXPOSURE w/ 1 1 4" LAP - TYPICAL 07 WS-C2 OR 04 WS-C2 OR 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 REBARS 2x4 KEY-WAY IN FOOTING - OTHERWISE PROVIDE CONTINUOUS POUR BASEMENT SLAB BEFORE NOTE: BACKFILLING 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 1 2" x 9 12" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - w/ BLOCKING 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE NOTE: FOUNDATION WALLS DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. 11 WS-B2 GROUT FIRST COURSE SOLID 1 8" 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 FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL 912"MIN.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. 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 REBARS 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) WALL SECTION - BRICK / CULTURED STONE SCALE: 3/4" = 1'-0" 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 16" O.C. HORIZONTAL - w/ METAL WALL TIES @ BRICK VENEER 2x3 BLOCKS @ 24" O.C. 1x2 NAILERS - 2" WIDE RIPPERS 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 BAFFLE - CONTINUOUS ALONG R-15HD BATT INSULATION BAND BOARDS FLASHING 2x2 NAILER DBL. 2x4 TOP PLATE (STRUCTURAL & WATER REPELLENT) STRUCTURAL SHEATHING - w/ R-15HD KRAFT FACED 2x4 FRAME WALL BATT INSULATION - IN EA. TRUSS SPACE 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. 01 WS-B2 8'-1", 9'-1" or 10'-1"- SEE FLOOR PLANS1st FLR. SUBFLR. VENTED SOFFIT 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 1x GUTTER BOARD - w/ ALUMINUM GUTTER 312" 1'-0" O.H. (UNLESS OTHERWISE NOTED ON PLANS)1"MIN. 1 2" x 9 12" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 31 2" FOR SIZE OF JOISTS - SEE FRAMING PLANS @ 16" OR 19.2" o.c. 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS 22" O.C. VERT. (7 BRICK COURSES) 15 8" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 - REFER TO SHEET A1.0 FOR SIZE T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED358"WILLIAM L.KAUF H OL Z ARCHITECTTALLYNS RIDGEREASON FOR PLOT: PLOT DATE: Job No. Sheet No.INHOMESITE NO. OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVED FISCHER HOMES, Inc.JOB INFO: DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:5/8/2019 9:53 AM# TLR010160000 JOE ARRUDA 14368 TRAHAN DRIVEROOKWOOD 77-450-ROOKWOOD COASTAL ACADIAN WITH BRICK & STONE CARMEL, IN16 03/2017 BA---- ----------------------------------------Grand Estates fieldspecchange@fischerhomes.comREVISED BY:---- ---- ----ARCH. SPECIALIST:SAPPHIRE TRADE SUPPORT sapphiretradepartners@fischerhomes.com Fischer Homes Indianapolis II, LLC ----WS-B1 05/16/19 Adam Schriner