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HomeMy WebLinkAboutPacket for HO 09-27-23 482 Almond Creek Drive (Lot 333 Jackson’s Grant on Williams Creek) DEVELOPMENT STANDARDS VARIANCE REQUEST CITY OF CARMEL, INDIANA Docket #: PZ-2023-00204 V September 27, 2023 Carmel Board of Zoning Appeals Hearing Officer Applicant: Wedgewood Building Company, LLC Attorneys: Nelson & Frankenberger, LLC James E. Shinaver, Attorney Jon C. Dobosiewicz, Land Use Professional TABLE OF CONTENTS 1. Explanation of Request 2. Site Location Maps 3. Site Plan 4. Home Elevation and Floor Plans 5. Findings of Fact and Ballot Sheet for Lot Coverage Variance TAB 1 EXPLANATION The applicant, Wedgewood Building Company, LLC (“Wedgewood”), is the owner of a parcel of real estate that is commonly known as 482 Almond Creek Drive, Carmel, IN (Jackson’s Grant on Williams Creek Subdivision, Section 7, Lot 333) and per the Office of the Auditor of Hamilton County, Indiana, has a Tax Parcel Identification Number of 17-09-34-00-00-010.001 (collectively, the “Real Estate”). Behind Tab 2 are site location exhibits showing the location of the subject Real Estate. The Real Estate is zoned per the Silvera PUD, Ordinance No. Z-553-11, including any applicable amendments thereto, the Estates/Northvale planning area and Wedgewood is seeking to build a custom home on the Real Estate. Enclosed is a site plan for the custom home (see Tab 3), as well as the proposed home elevations and floor plans (see Tab 4). Associated with the construction of the custom home on the Real Estate, Wedgewood is seeking approval of the following development standards variance request from the Board of Zoning Appeals Hearing Officer: Silvera PUD, Section 6.1, Exhibit “L” Maximum Parcel Coverage – Maximum 35% lot coverage allowed; requesting 42% lot coverage. The application of the Silvera PUD Lot Coverage standard results in practical difficulties in the use of the site because the proposed custom residential home has been designed to accommodate a circle drive and driveway, which necessitates additional driveway construction. Additionally, due the desire to construct a pool on the Real Estate, as other pools have been installed for homes in Jackson’s Grant, additional parcel coverage is necessary for the pool and pool deck area. Reducing the parcel coverage would necessitate a substantial re-design of the home footprint, potential removal of the desired circle driveway and potential removal of the desired pool on the Real Estate. Development of the site will comply with all other required standards and requirements related to drainage and the variance only requests the relief necessary to accommodate development on the Real Estate for a custom residential home. Due to the foregoing, absent approval of the requested variance pertaining to the maximum allowable percentage of lot coverage, the Applicant will be substantially impacted on how it is able to accommodate the necessary design for the home, driveway areas and pool. Included behind Tab 5 are the Findings of Fact and Ballot Sheets for the parcel coverage variance request described above. We look forward to presenting this request to you the BZA Hearing Officer at your September 27, 2023, meeting. Respectfully submitted, TAB 2 Hamilton County, Indiana Rivers & Streams Minor Roads Major Roads Subdivisions Parcels August 11, 2023 0 0.06 0.120.03 mi 0 0.1 0.20.05 km 1:3,600 Author: Hamilton County Hamilton County compiled this map. Although strict accuracy standards have been employed, Hamilton County does not warrant or guarantee the accuracy of the information contained herein and disclaims any and all liability resulting from any error or omission. Hamilton County, Indiana Rivers & Streams Minor Roads Major Roads Subdivisions Parcels August 11, 2023 0 0.03 0.060.01 mi 0 0.05 0.10.03 km 1:1,920 Author: Hamilton County Hamilton County compiled this map. Although strict accuracy standards have been employed, Hamilton County does not warrant or guarantee the accuracy of the information contained herein and disclaims any and all liability resulting from any error or omission. TAB 3 TAB 4 CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE:DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:24:44 PM A0The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantCOVER SHEETSHThe Patel Residence Lot# 333 Northvale at Jackson's Grant DRAWING INDEX Sheet No.Sheet Name Current Revision Revision Date Current Revision Description A0 COVER SHEET A1 EXTERIOR ELEVATIONS A2 EXTERIOR ELEVATIONS A3 EXTERIOR ELEVATIONS A4 EXTERIOR ELEVATIONS S1 FOUNDATION PLAN S2 FOUNDATION DETAILS A5 LOWER LEVEL ROUGH FRAMING A6 MAIN LEVEL ROUGH FRAMING A7 UPPER LEVEL ROUGH FRAMING AD1 ARCHITECTURAL DETAILS A8 ROOF PLAN A9 LOWER LEVEL INTERIOR FINISH A10 MAIN LEVEL INTERIOR FINISH A11 UPPER LEVEL INTERIOR FINISH ID1 INTERIOR ELEVATIONS AND DETAILS ID2 INTERIOR ELEVATIONS AND DETAILS E1 LOWER LEVEL ELECTRICAL PLAN E2 MAIN LEVEL ELECTRICAL PLAN E3 UPPER LEVEL ELECTRICAL PLAN SPANISH TRANSLATIONS COMMON ELEVATION NOTES = LAS NOTAS DE LAS ELEVACIONES COMUNES SADDLE ROOF TO EXTEND THE MEASUREMENT = EL TECHO A DOS AGUAS PARA AMPLIAR RAKE BOARD = EN EL TECHO, ES EL BORDE QUE TIENE EL INCLINACIÓN EN LA ÚLTIMA PARED DE LA CASA EXPOSED AREA AT BOTTOM = LA ZONA DESPROTEGIDA EN EL FINAL METAL FLASHING CAP = UNA PIEZA DE METAL QUE CUBRE EL BORDE MÁS ALTO DEL BASE APPLIED TRIM PILASTERS TYPICALLY AT FRONT ELEVATION CORNERS = LA PILASTRA QUE ESTÁ TÍPICAMENTE EN LA ESQUINA DEL FRENTE DE LA ELEVACIÓN PANEL SIDING = PONER PANELES SLOPED BRICK ROWLOCK SILL = UN LADRILLO EXTENDIDO EN EL BORDE TOP BEVELED EDGE AT PILASTER BASES = AL BASE DE LA PILASTRA TIENE UN TECHO BISELADO BRICK VENEER = EL REVESTIMIENTO DEL LADRILLO BOX BEAM = LA VIGA TUBULAR HORIZONTAL SIDING = EL REVESTIMIENTO HORIZONTAL CORNER BOARDS = LOS TABLONES EN LAS ESQUINAS BRICK SILL = LA REPISA DEL LADRILLO TRIANGULAR LOUVER = EL LISTÓN TRIANGULAR FIXED WINDOW = LA VENTANA INAMOVIBLE EXPOSED AREA AT BOTTOM = LA ZONA DESPROTEGIDA EN EL FINAL FRONT ELEVATION = LA ELEVACIÓN EN EL FRENTE PANELED SHUTTERS = LOS POSTIGOS CON PANELES SHINGLED ROOF RETURN = EL TECHO DE VARIAS TEJAS PARA VOLVER PORCH SWING = EL COLUMPIO EN EL PORCHE GARAGE DOOR SIDE TRIM = LA PUERTA AL LADO EN EL GARAJE PARA CORTAR GARAGE DOOR HEAD = EL FRENTE DE LA PUERTA EN EL GARAJE TO TOP OF GUTTER = A LA PARTE MÁS ALTA DE LA CANALETA TO TOP OF HEADER = A LA PARTE MÁS ALTA DE LA VIGA HEADER HEIGHT = LA ALTURA DE LA VIGA TO TOP OF LANDING = A LA PARTE MÁS ALTA DEL DESCANSILLO BEARING HEIGHT = EL APOYO PARA LA VIGA ALIGN MEASUREMENT FOR TRIM BOARDS = NIVELA LOS TABLONES QUE FORTALECEN EL BASE GARAGE CEILING HEIGHT = LA ALTURA DEL TECHO DENTRO DEL GARAJE FINISH MAIN LEVEL = TERMINA LA NIVEL PRINCIPAL TO TOP OF FOUNDATION = A LA PARTE MÁS ALTA DE LOS CIMIENTOS TO TOP OF PLATE (MAIN) = A LA PARTE MÁS ALTA DE LA HOJA PRINCIPAL FINISHED UPPER LEVEL = LA NIVEL MÁS ALTA TERMINADA TO TOP OF PLATE (UPPER) = A LA PARTE MÁS ALTA DE LA HOJA MÁS ALTA FINISHED BASEMENT LEVEL = LA NIVEL TERMINADA DEL SÓTANO RIGHT, LEFT, FRONT, REAR ELEVATION = LA ELEVACIÓN A LA DERECHA, A LA IZQUIERDA, A LA FRENTE, Y DE ATRÁS COMMON FRAMING NOTES = LAS NOTAS COMUNES DE BORDEAR DROP TO TOP OF WALL = BAJA A LA PARTE MÁS ALTA DE LA PARED SLOPE (MEASUREMENT) TO DOOR = NECESITA MEDIR LA INCLINACIÓN A LA PUERTA (MEASUREMENT) CONCRETE SLAB OVER (MEASUREMENT) MINIMUM GRANDULAR FILL = NECESITA MEDIR EL BLOQUE DE CONCRETO POR ENCIMA DE LA MATERIAL DE PIEDRA ROTA FOUNDATION PLAN (#) CAR GARAGE OPTION = EL PLAN DE LOS CIMIENTOS DEL GARAJE PARA LOS COCHES DROPPED WOOD BEAM = LA VIGA BAJADA FLUSH WOOD BEAM = LA VIGA NIVELADA POINT LOAD FROM ABOVE = SEÑALA LA CARGA ARRIBA SOLID BEARING = EL ÁNGULO SÓLIDO SLOPED CEILING = EL TECHO BAJADO SOLID BEARING UNDER POINT LOAD ABOVE = EL ÁNGULO SÓLIDO DEBAJO DE LA CARGA ARRIBA BULKHEAD = EL MAMPARO STUD WALL = LA PARTE VERTICAL DE LA PARED QUE BORDEA WALL WITH WOOD TOP = LA PARED CON LA CIMA DE MADERA RETURN AIR = VUELVA EL AIRE TOP OF BOX BEAM = LA PARTE MÁS ALTA DE LA VIGA TUBULAR BOX BEAM = LA VIGA TUBULAR DUCT CHASE = EL CONDUCTO WOOD BEAM = LA VIGA DE MADERA ACCENT TILE WALL = EL AZULEJO ESPECIAL PARA LA PARED VERIFY HEIGHT FOR DUCT CHASE ABOVE WALL IN ATTIC = VERIFICA LA ALTURA PARA EL CONDUCTO ARRIBA DE LA PARED EN EL ÁTICO COORDINATE WALL WITH CABINET LAYOUT = COORDINA LA PARED CON EL GABINETE EQUAL FRAME = LA ESTRUCTURA IGUAL EQUAL FRAME TO OTHER WALL RETURN = LA ESTRUCTURA IGUAL A OTRA PARED BEAM FOR SWING = LA VIGA PARA APOYAR EL COLUMPIO PORCH SWING = EL COLUMPIO PARA EL PORCHE COMMON ROOF PLAN NOTES = EL PLAN DE REVISAR LAS NOTAS PARA EL TECHO COMÚN SADDLE ROOF TO EXTEND 3”BEYOND BRICK = A TECHO A DOS AGUAS PARA EXTENDER HASTA UN PUNTO DEL LADRILLO COMMON FINISH PLAN NOTES = LAS NOTAS COMUNES PARA TERMINAR EL PLAN RECESSED SLAB = EL BLOQUE RECOVECO COOKTOP = LA VITROCERÁMICA OPEN SHELVES BELOW TO LOOK LIKE FURNITURE PIECE = ABRE LOS ESTANTES DEBAJO DEL ARMARIO PARA PARECERSE COMO LA PIEZA DE LOS MUEBLES VOID = EL ESPACIO TEXTURE WALL = LA PARED DE LA TEXTURA ZERO THRESHOLD = EL UMBRAL COMMON DETAIL NOTES = LAS NOTAS DE LOS DETALLES COMUNES DRYWALL = EL PANEL DE YESO TV MOUNTING HEIGHT = LA ALTURA PARA MONTAR LA TELEVISIÓN TILE JOINT TO BE CENTERED ON FIREPLACE = CENTRA LA JUNTA DEL AZULEJO EN LA CHIMENEA TV REFERENCE = LA REFERENCIA PARA LA TELEVISIÓN TAPER SHOWER BASE TO DRAIN ON CENTER = DISMINUE EL BASE DE LA DUCHA AL DESAGÜE EN EL CENTRO SLIDING DOORS = LAS PUERTAS QUE PUEDEN DESLIZAR GUTTER BOARD = EL TABLÓN PARA EL CANALÓN TRIM BOARD TO COVER BOTTOM OF BOX BEAM = CORTA EL TABLÓN PARA CUBRIR EL FINAL DE LA VIGA TUBULAR HORIZONTAL SLIDING = DE DESLIZAR HORIZONTALMENTE PANELLED SHUTTERS = LOS POSTIGOS CON PANELES ALIGN FACES OF TRIM TO PLASTER = NIVELA LOS EXTERIORS DEL ESPACIO AL REVOQUE CORBEL = LA MÉNSULA OVER = POR ENCIMA DE TOP = LO MÁS ALTO/LA PARTE MÁS ALTA ALIGN = NIVELA WIDTH = EL ANCHO SPACED BETWEEN = PARA CREAR EL ESPACIO ENTRE THICK = ABUNDANTE TO TOP OF PLATE (WALL) = A LA PARTE MÁS ALTA DE LA PARED BEARING HEIGHT = DE SOPORTAR LA ALTURA CEILING = EL TECHO/ EL CIELO RASO Rev.No.Date Description Approved for Construction Scott Huston - 08/14/2023 FIN. MAIN LEVEL FIN. UPPER LEVEL FIN. LOWER LEVEL (9' WALLS) T.O. PLATE (MAIN) T.O. FOUNDATION T.O. PLATE (UPPER) T.O. GARAGE WALL T.O. PLATE (GREAT ROOM)BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER9' - 0"BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER11' - 2"BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER6' - 0"RAISED UPPER LEVEL 4" / 12"TOP OF FASCIA10' - 0"BOTTOM OF HEADER7' - 4"6"6"6"SLOPED BRICK ROWLOCK CAP WITH RUBBER THROUGH FLASHING TYP. 5/4x6 CORNER BOARD TYP. 5/4x6 TRIM BOARD w/METAL DRIP EDGE STUCCO TEXTURED HARDIE BOARD SIDING PER SPECS w/ 5/4x6 BATTENS TYP. 1x6 FASCIA BOARD TYP. 5/4x6 FRIEZE BOARD TYP. SHINGLES PER SPECS BRICK PER SPECS SLOPED BRICK ROWLOCK CAP WITH RUBBER THROUGH FLASHING TYP. 5/4x6 CORNER BOARD APPLIED TO FACE OF HARDIE BOARD TYP. 5/4x6 TRIM BOARD w/METAL DRIP EDGE BRICK SOLDIER HEADER BRICK ROWLOCK SILL BRICK PER SPECS TYP. BRICK SOLDIER COURSE HEADER @ BRICK LOCATIONS, TYP. STONE PER SPECS LIMESTONE HEADER STONE PER SPECS METAL ROOF TOP OF FASCIA9' - 10"TOP OF FASCIA9' - 0"TOP OF FASCIA9' - 10"TOP OF FASCIA8' - 6 5/8"TOP OF FASCIA8' - 8 5/8"BOTTOM OF HEADER7' - 2 1/4"TOP OF FASCIA11' - 0"10' - 1 1/8"9' - 1 1/8"12' - 1 1/8"2' - 0"TOP OF FASCIA11' - 3"5/4X8 FRIEZE BOARD 1X8 FASCIA BOARD TYP. 5/4X6 FRIEZE BOARD TYP. 5/4X6 BAND BOARD w/ METAL DRIP EDGE TYP. LIMESTONE HEADER TYP. 10" 12" 10" 12" 10" 12"10" 12" 10" 12" 10" 12"10" 12"10" 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"10" 12"8' - 8"TOP OF FASCIA9' - 10"TOP OF FASCIA9' - 0"TOP OF FASCIA9' - 0"9' - 0"BOTTOM OF HEADER10' - 8 1/8"6" T.O. PLATE (RAISED UPPER LEVEL)2' - 0"10" 12" 10" 12" 10" 12" 10" 12" 10" 12"8" / 12"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:24:52 PM A1The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantEXTERIOR ELEVATIONS SH 1/4" = 1'-0"1 FRONT ELEVATION ELEVATION NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 2. ALL HORIZONTAL TRIM TO HAVE METAL DRIP EDGE Rev.No.Date Description Approved for Construction Scott Huston - 08/14/2023 FIN. MAIN LEVEL FIN. UPPER LEVEL FIN. LOWER LEVEL (9' WALLS) T.O. PLATE (MAIN) T.O. FOUNDATION T.O. PLATE (UPPER)8' - 8"9' - 1 1/8"10' - 1 1/8"T.O. PLATE (GREAT ROOM)12' - 1 1/8"BOTTOM OF HEADER7' - 4"BOTTOM OF HEADER7' - 4"BOTTOM OF HEADER10' - 6"BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER10' - 6"RAISED UPPER LEVEL BRICK PER SPECS 1x8 FASCIA BOARD TYP. 5/4x8 FRIEZE BOARD SHINGLES PER SPECS BRICK PER SPECS SLOPED BRICK ROWLOCK CAP WITH RUBBER THROUGH FLASHING TYP. 5/4x6 CORNER BOARD APPLIED TO FACE OF HARDIE BOARD TYP. 5/4x6 TRIM BOARD w/METAL DRIP EDGE 1x8 FASCIA BOARD TYP. 5/4x6 FRIEZE BOARD TYP. BRICK SOLDIER HEADER BRICK ROWLOCK SILL STUCCO TEXTURED HARDIE BOARD SIDING PER SPECS w/ 5/4x6 BATTENS INSECT SCREENS 12" SQ. COLUMN PER SPECs TYP.BOTTOM OF BOX BEAM10' - 6"BRICK SOLDIER COURSE HEADER 1x8 FASCIA BOARD TYP. 5/4x6 FRIEZE BOARD TYP. 10" 12" 10" 12" 10" 12" 10" 12" 10" 12" 10" 12" 10" 12" 10" 12"8" / 12"8" / 12"3" / 12"8" / 12"8" / 12"8" / 12"8" / 12"8" / 12"BOTTOM OF HEADER8' - 0"TOP OF FASCIA11' - 0" ABV. U.L.TOP OF FASCIA9' - 0" ABV. RASIED U.L.TOP OF FASCIA9' - 0"TOP OF FASCIA9' - 0"TOP OF FASCIA11' - 7 1/8"TOP OF FASCIA11' - 3"DECK HEIGHT TO MATCH RAISED FLOOR HEIGHT 10" SQ. COLUMN PER SPECSBOTTOM OF HEADER10' - 0"LINE OF 10/12 SADDLE BEYOND TO PROJECT PAST 3" 5/4x10 BAND BOARD w/ METAL DRIP EDGE 5/4x8 HEADER w/ METAL DRIP EDGE STONE PER SPECS RAILING PER SPECS 42" H. WALL WITH CAP 5/4x8 HEADER 10" 12" STUCCO TEXTURED HARDIE BOARD SIDING PER SPECS w/ 5/4x6 BATTENS 5/4x6 TRIM BOARD w/METAL DRIP EDGE LIMESTONE CAP 19' - 1 3/4"T.O. PLATE (RAISED UPPER LEVEL)2' - 0"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:24:58 PM A2The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantEXTERIOR ELEVATIONS SH 1/4" = 1'-0"1 REAR ELEVATION ELEVATION NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 2. ALL HORIZONTAL TRIM TO HAVE METAL DRIP EDGE Rev.No.Date Description Approved for Construction Scott Huston - 08/14/2023 FIN. MAIN LEVEL FIN. UPPER LEVEL T.O. PLATE (MAIN) T.O. FOUNDATION T.O. PLATE (UPPER) T.O. GARAGE WALL 9' - 1 1/8"10' - 1 1/8"T.O. PLATE (GREAT ROOM)9' - 0"12' - 1 1/8"BOTTOM OF HEADER10' - 6"RAISED UPPER LEVEL 1x8 FASCIA BOARD, TYP. 12" SQUARE COLUMN INSECT SCREENS SHINGLES PER SPECS 5/4x8 FRIEZE BOARD TYP. 1x8 FASCIA BOARD TYP. BRICK PER SPECS SLOPED BRICK ROWLOCK CAP WITH RUBBER THROUGH FLASHING TYP. 5/4x6 CORNER BOARD APPLIED TO FACE OF HARDIE BOARD TYP. 5/4x6 TRIM BOARD w/METAL DRIP EDGE STUCCO TEXTURED HARDIE BOARD SIDING PER SPECS w/ 5/4x6 BATTENS, TYP. 1x8 FASCIA BOARD, TYP. 5/4x6 FRIEZE BOARD, TYP. SHINGLES PER SPECS BRICK SOLDIER COURSE HEADER TOP OF FASCIA9' - 0"TOP OF FASCIA11' - 7 1/8"TOP OF FASCIA9' - 0"TOP OF FASCIA9' - 10"TOP OF FASCIA8' - 8 5/8"TOP OF FASCIA9' - 0" ABV. RAISED U.L.STONE PER SPECS STONE PER SPECS 5/4x8 HEADER w/ METAL DRIP EDGE 5/4x6 BAND BOARD w/ METAL DRIP EDGE 8" 12" 8" 12"8" 12" 8" 12" 8" 12" 8" 12"8" 12" 8" 12" 8" 12" 8" 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"LIMESTONE CAP BOTTOM OF BOX BEAM10' - 6"T.O. PLATE (RAISED UPPER LEVEL)2' - 0"BOTTOM OF HEADER6' - 0"8" 12"8" 12"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:25:06 PM A3The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantEXTERIOR ELEVATIONS SH 1/4" = 1'-0"1 LEFT ELEVATION ELEVATION NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 2. ALL HORIZONTAL TRIM TO HAVE METAL DRIP EDGE Rev.No.Date Description Approved for Construction Scott Huston - 08/14/2023 FIN. MAIN LEVEL FIN. UPPER LEVEL FIN. LOWER LEVEL (9' WALLS) T.O. PLATE (MAIN) T.O. FOUNDATION T.O. PLATE (UPPER) T.O. GARAGE WALL 9' - 1 1/8"10' - 1 1/8"8' - 8"T.O. PLATE (GREAT ROOM)12' - 1 1/8"9' - 0"RAISED UPPER LEVEL BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER8' - 0"BOTTOM OF HEADER7' - 4"BOTTOM OF HEADER10' - 6"BRICK PER SPECS SLOPED BRICK ROWLOCK CAP WITH RUBBER THROUGH FLASHING TYP. 5/4x6 CORNER BOARD TYP. 5/4x6 TRIM BOARD w/METAL DRIP EDGE STUCCO TEXTURED HARDIE BOARD SIDING PER SPECS w/ 5/4x6 BATTENS 1x6 FASCIA BOARD, TYP. 12" SQUARE COLUMN PER SPECS INSECT SCREENS SHINGLES PER SPECS 5/4x6 FRIEZE BOARD TYP. 1x8 FASCIA BOARD TYP. BRICK PER SPECS SLOPED BRICK ROWLOCK CAP WITH RUBBER THROUGH FLASHING TYP. 5/4x6 CORNER BOARD APPLIED TO FACE OF HARDIE BOARD TYP. 5/4x6 TRIM BOARD w/METAL DRIP EDGE STUCCO TEXTURED HARDIE BOARD SIDING PER SPECS w/ 1x6 BATTENS 1x8 FASCIA BOARD TYP. 5/4x8 FRIEZE BOARD SHINGLES PER SPECS BRICK ROWLOCK SILL BRICK SOLDIER HEADER TOP OF FASCIA11' - 7 1/8"TOP OF FASCIA11' - 3"TOP OF FASCIA9' - 0" ABV. RASIED U.L.BOTTOM OF HEADER8' - 0"TOP OF FASCIA11' - 0" ABV. U.L.TOP OF FASCIA9' - 10"BOTTOM OF HEADER8' - 0"TOP OF FASCIA9' - 0"TOP OF FASCIA8' - 6 5/8"TOP OF FASCIA10' - 9 7/8"10" SQUARE COLUMN PER SPECS RAILING PER SPECS 5/4X10 BAND BOARD w/ METAL DRIP EDGE 5/4X6 BAND BOARD w/ METAL DRIP EDGE STONE PER SPECS LIMESTONE CAP 8" 12" 8" 12" 8" 12" 8" 12" 8" 12" 8" 12" 8" 12" 8" 12" 8" 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"10" / 12"5/4x8 FRIEZE BOARD 5/4x6 FRIEZE BOARD TYP.BOTTOM OF BOX BEAM10' - 6"T.O. PLATE (RAISED UPPER LEVEL)2' - 0"8" 12"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:25:12 PM A4The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantEXTERIOR ELEVATIONS SH 1/4" = 1'-0"1 RIGHT ELEVATION ELEVATION NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 2. ALL HORIZONTAL TRIM TO HAVE METAL DRIP EDGE Rev.No.Date Description Approved for Construction Scott Huston - 08/14/2023 GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL BASEMENT 4" CONC. SLAB OVER 6 MIL. VAPOR BARRIER OVER 4" MIN. GRANULAR FILL PORCH 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL 9' BASEMENT WALLS U.N.O 16"WX8"D UNDERSLAB FTG. FLOOR DRAIN FOR CONDENSATE SLAB RECESSED 4" AREA DRAIN AREA DRAIN AREA DRAIN LANAI 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL GARAGE 4" CONC. SLAB OVER 4" MIN. GRANULAR FILL PILASTERS FOR STEPS ABOVE 2" SLOPE TO DOOR2" SLOPE TO DOOR15' - 8"2' - 0"6' - 0"23' - 8"13' - 4"30' - 0"9' - 0" 99' - 8" 21' - 8"22' - 8"5' - 4"9' - 8"11' - 4"16' - 0"13' - 0" 99' - 8" 6' - 0"10' - 8"6' - 0" 1' - 4"10' - 0"3' - 0"10' - 0"3' - 0"1' - 0"29' - 0"24' - 8"26' - 4"6' - 8"87' - 8"1' - 0"11' - 4"2' - 0"13' - 4"22' - 0"15' - 6"12' - 10"9' - 8"87' - 8"8"20' - 8"8"DROP T.O.W.8' - 8"1' - 0"5' - 10"8"2' - 0"13' - 4"20' - 8"15' - 6"8"8"13' - 8"8"13' - 4"16' - 8" DROP T.O.W. 12' - 4"1' - 0"7' - 0"5' - 10"8"42' - 4"7' - 2"2' - 0"2' - 8"1' - 0"3' - 4"10"18' - 4 1/4"3' - 0"9' - 0 1/2"5' - 6 1/2"4' - 6 3/4"1' - 10"25' - 8"20' - 0"15' - 0" 8' - 8"6' - 4"8' - 8" 8"6' - 0"9' - 4"6' - 0"8" 8"8" 8"0"3' - 8"4" DROP T.O.W. 4"17' - 0"8"8"25' - 0"4' - 0"8"1' - 0"1' - 0"8"23' - 4"8"7' - 4"16' - 0"8"8"4' - 8"25' - 8"11' - 4"7' - 0"8"20' - 2"10"18' - 7 3/8"1' - 0 5/8"8"9' - 0"10' - 8"10"5' - 2"10' - 8"4' - 4"8"18' - 4"8"25' - 0"8"10' - 10"34' - 1"8"5' - 1"4"8"1' - 8"32' - 1"12' - 10"8"5' - 5"1' - 0"4' - 10"8"13' - 0"4' - 8"2' - 0"8"8"4 5/8"8"6' - 0"8' - 0"8"5' - 0"8"8' - 0"8"1' - 8" 1' - 0" 4"13' - 4" 8"9' - 4"10"6' - 1 1/4"3' - 0"8' - 4 3/4"2' - 0"8" 8"21' - 0"10"4' - 0"17' - 6"8"2' - 0" 21' - 0"8"4' - 4" 21' - 8"3' - 8"8"22' - 4"11' - 0"11' - 4"14' - 8"13' - 0"8" 3' - 0 1/2"16' - 3" DROP T.O.W.2' - 4 1/2" 21' - 4"3' - 2 1/2"DROP T.O.W.18' - 3"7' - 6 1/2"5 1/2"DROP T.O.W.3' - 5"3' - 8"1' - 0"8" 9' - 0" 43' - 4"8" 1' - 0"9' - 0" DROP T.O.W.1' - 0"8"DROP T.O.W.4' - 4"2' - 0"2' - 4"2' - 0"7' - 0"2' - 2 7/8"8"2' - 10"8"2' - 10"8"2' - 0"4' - 8"8"3' - 0"8' - 8"3' - 0"8" 8"8"8"8"10"9' - 10"14' - 8"5' - 1"1' - 4 3/4" 2" 2' - 0"10"1' - 11 1/4"7' - 9"2' - 11 1/2" 2' - 0"3' - 1"2' - 0" 5 5/8" 1' - 11 5/8"2' - 0"7' - 6 1/4" 14' - 3 1/4"12' - 10 1/2" 2' - 4"7' - 0" 1' - 2 1/4" 1' - 4"14' - 1 3/4" 10' - 10"1 1/2" 10' - 6 1/4"1' - 4"3' - 3 3/4" 12' - 5 3/4"6' - 3"10' - 6"19' - 2"2' - 0"18' - 0"3' - 0"8 1/2"5' - 10"10' - 4 1/4"19' - 5 1/2"1' - 4"11' - 3 1/2"6' - 4 3/4"1' - 4"2' - 6 1/4"14' - 2 1/4"3' - 0"1' - 2"3' - 0"6' - 11 1/2"1' - 4"5' - 8"1' - 4"5' - 8 1/4"10"1' - 4"10"1' - 6"1' - 9 1/2"2' - 0"3' - 4 3/4"13' - 9 3/4"1' - 4"5' - 6 1/4"12' - 4" DROP T.O.W.17' - 8" 16"WX8"D UNDERSLAB FTG. 16"WX8"D UNDERSLAB FTG. 16"WX8"D UNDERSLAB FTG. 16"WX8"D UNDERSLAB FTG. 16"WX8"D UNDERSLAB FTG. 36" X 36" X 12"D CONCRETE FTG. 36" X 36" X 12"D CONCRETE FTG.DROP T.O.W.4' - 10"DROP SLAB 2' 36" X 36" X 12"D CONCRETE FOOTING 1' - 1" DROP T.O.W. 5' - 7"3' - 3 1/8"5' - 4 7/8"7' - 8"1' - 4" 4' - 10 1/4"3' - 0"2' - 3"3' - 0"8' - 4 3/4"2' - 0"8"2' - 4 3/4" WALL UP TO UNDER LL SLAB WALL UP TO UNDER LL SLAB1' - 8"8"5' - 0"8"1' - 8"PILASTERS FOR STEPS ABOVE PILASTERS FOR STEPS ABOVE 8' - 5"11' - 10 1/4"3' - 0"8 3/4"4" DROPPED BRICK LEDGE BELOW SLAB1' - 8"1' - 8"8" 8"5' - 4"4' - 0"8"4' - 8"4' - 8"4 3/8"SUMP ℄OF WALL ABOVE 14' - 1 5/8"9' - 3 1/4"7' - 6"3' - 0 1/2"1/2"11' BASEMENT WALLS 11' - 6 1/2" DROP T.O.W. 3' - 5"8 1/2" 13' - 8"11' - 3 1/2"1' - 4"17' - 5 1/4"1' - 4"13' - 6 1/4"36" X 36" X 12"D CONCRETE FOOTING FOR BOX COLUMN SUPPORTING BALCONY4' - 4 1/2"5' - 3 1/2"12' - 6 1/2"9 1/2" 16"WX8"D UNDERSLAB FTG. 2' - 8"8"1' - 4"4' - 7 1/4"2' - 0"5' - 2 1/4"1 3/4"8' - 10 1/4" 2' - 3 1/4"3' - 0"7' - 4 1/4"1' - 1 3/4"1' - 4"13' - 0 1/4"24" X 24" X 12"D CONCRETE FTG. 36" X 36" X 12"D CONCRETE FTG. 36" X 36" X 12"D CONCRETE FTG. 16"WX8"D UNDERSLAB FTG. 3' - 0 1/4"3' - 0"16' - 4"3' - 0"1' - 4 1/2"4' - 11 1/4"3' - 0"10' - 4 3/4"1' - 10 1/4"8"5 3/4"1' - 4 1/2"3' - 0"9' - 11 1/2"3' - 0"9' - 3 1/2"3' - 0"4' - 6 1/4"3' - 0"2' - 0 1/2"3' - 0"12' - 1 1/2" 1' - 0 1/4"1' - 11 3/4"7' - 8 1/2"3' - 0"8' - 2 3/4"3' - 0"10 1/4"5 3/4"1' - 4"3' - 2"2' - 6 1/4"3' - 0"2' - 4 1/2"3' - 0"5' - 3 3/4"36" X 36" X 12"D CONCRETE FTG.2' - 6 5/8"2' - 1 3/4" GAS STUB FOR POOL GAS STUB FOR FIRE PIT GAS GRILL STUB OUT20"WX10"D UNDERSLAB FTG. 20"WX10"D UNDERSLAB FTG. 24"WX12"D UNDERSLAB FTG. 24"WX12"D UNDERSLAB FTG. 20"WX10"D UNDERSLAB FTG. 24"WX12"D UNDERSLAB FTG. 24"WX12"D UNDERSLAB FTG. 24" X 24" X 12"D CONCRETE FTG. 36" X 36" X 12"D CONCRETE FTG.1' - 8 1/4"10"5 3/4"24"WX12"D UNDERSLAB FTG. DROP T.O.W. 6' - 8"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:25:13 PM S1The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantFOUNDATION PLAN SH 1/4" = 1'-0"1 FOUNDATION PLAN GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No.Date DescriptionApproved for ConstructionScott Huston - 08/14/2023 DN DROPPED WOOD BEAM w/ SOLID BEARING EACH END DROPPED MECH. BULKHEAD WARDROBE BEDROOM #5 BATH #6 CW14 (2/5-4/0)CW14 (2/5-4/0)BEDROOM #6 4040 FX-100S4040 FX-100S 4040 FX-100S EXERCISE MEDIA RMWET BAR STORAGE 14' - 0" 4"17' - 2 1/2"2' - 0"3 1/2"6' - 10"6' - 6"3 1/2"15' - 5"3 1/2"14' - 0"4" 5' - 3"1' - 2"4' - 7 1/2" 3 1/2" 3' - 2" 3 1/2" 4' - 10 1/2"3 1/2"10' - 4 1/2"3 1/2"8' - 0 1/2" 3 1/2"2' - 0"13' - 4"3 1/2"13' - 10 1/2"3 1/2"1' - 3" 2' - 1" 3 1/2" 4"3' - 8"7' - 0"3' - 0"4" 23' - 6"27' - 0"3 1/2"2' - 1"3 1/2"3' - 8"5 1/2"6' - 3"3 1/2"7' - 10"4' - 2" 6"4' - 2"19' - 0 1/2"3 1/2"27' - 0"6' - 4"3 1/2"6' - 5"3 1/2"12' - 0" 3' - 0"8' - 0"3' - 0" 13' - 4"4" 6' - 8 1/2"8' - 8 1/2"4"11' - 8 1/2"7' - 0"5 1/2"6' - 8"12' - 8"4"7' - 10 1/2"3' - 3 1/2"1' - 8 1/2"5' - 6 1/2"3' - 0"4"4' - 10 1/2"10' - 7"3' - 10 1/2"5 1/2"13' - 11"4' - 9 1/2"11' - 2"11"2' - 0"3' - 10 1/2"3 1/2"10' - 0"2' - 0"3 1/2"13' - 8 1/2"4"34 1/2"H. WALLCENTERLINE OF TOILET4"13' - 2 1/2"3 1/2"6' - 3"5 1/2"2"3 1/2"4' - 0"5 1/2"6' - 1"5 1/2"3' - 10"3 1/2"13' - 0 1/2"6' - 0 1/2"7' - 0"13' - 0 1/2"19' - 4"11"8' - 3"10' - 2"3' - 0"2' - 2 1/2"6' - 11 1/2"1' - 8 1/2"3 1/2"8' - 6 1/2"6' - 8"3 1/2"6' - 8"3 1/2"4"14' - 0"3 1/2"5' - 8 1/2"4"3' - 8"8' - 4"4" 3.5" DIA. ADJ. STEEL COLUMN 3 AD1 1 AD2 8'-9 1/2"H. CLG. 8'-9 1/2"H. CLG.8'-9 1/2"H. CLG.8'-9 1/2"H. CLG. 10'-9 1/2"H. CLG. FLOOR 2' BELOW LOWER LEVEL 8'-9 1/2"H. CLG. 8'-9 1/2"H. CLG. CXW16 (3/0-6/0) CXW16 (3/0-6/0)6' - 2"12' - 0"3 1/2"3' - 8 1/2"10' - 0"CX14 (2/8-4/0)FLUSH STEEL BEAMCW14 (2/5-4/0)CW14 (2/5-4/0) DROPPED MECH. BULKHEAD 14' - 3 1/2"10' - 5"3' - 9" 2/8-6/82-2/0-6/82/8-6/8 2/6-6/82/6-6/82/6-6/8 PKT2/8-6/82-2/0-6/812/0-7/0 D.W.O.2/8-6/82-3/0-6/8 TDL 2/4-6/8 PKT 12/0-7/0 D.W.O.2/4-6/8 PKT 2/4-6/8 PKT 2' - 3 1/2"2' - 0"1' - 5 1/4"4' - 7 3/4"4' - 8 1/2"1' - 6 1/2"CENTERLINE OF TOILET 4" 3 1/2" 2' - 4 1/4"4' - 4 1/4"2' - 0"1' - 4"7' - 9"1' - 4"7 1/2"6' - 0"8' - 0"4"4' - 1 1/2"3' - 11 3/4"7' - 3"3' - 11 3/4"1' - 2 1/2"2' - 8 1/2"1' - 4 1/2" AREA DRAIN AS REQ'D AREA DRAIN AS REQ'D AREA DRAIN AS REQ'D 3.5" DIA. ADJ. STEEL COLUMN 4"4' - 0"7' - 3 1/4"9' - 11 1/4"3 1/2"2' - 0" 6" 2' - 1 1/4"3' - 6 1/2"2' - 1 1/4" MECHANICAL 8'-9 1/2"H. CLG. DW. WALLS AND CLG. UNLESS NOTED OTHERWISE FLOOR UNFINISHED 8' BULKHEADDW. WALLS AND CLG. FLOOR UNFINISHED WATER ROUGH-IN 10" WALLS 8' BULKHD ZERO THRESHOLD SHOWER ABOVE 4' - 4 1/2"6' - 7"1' - 11 1/2"4' - 0"8' - 0 1/2"UP 18R; 17T OPEN TREAD @ 12" R.C. 3 5/8" PT LOAD FROM ABOVE FLUSH WOOD BEAM PT LOAD FROM ABOVE PT LOAD FROM ABOVE PT LOAD FROM ABOVE PT LOAD FROM ABOVE FLUSH WOOD BEAM PT LOAD FROM ABOVE PT LOAD FROM ABOVE DROPPED WOOD BEAM 8' BULKHEAD PT LOAD FROM ABOVE FLUSH WOOD BEAM 11' - 6 3/4"7' - 1 3/4"14' - 1 3/4"10' - 8 1/2"2' - 1 3/4" 1' - 0 1/2" 3' - 5 3/4"8' - 6 1/4" OPEN BELOW OPEN CONCEPT BELOW STAIRS/LANDINGS COORDINATE FRAMED THRU OPENING FOR I.T. CABINET w/ TRI-PHASE DBL 11 7/8" JST 9 1/2" JOIST TAPER SHOWER BASE TO DRAIN ON CENTER. HANGER PER PLAN CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:25:16 PM A5The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantLOWER LEVEL ROUGH FRAMING SH 1/4" = 1'-0"1 LOWER LEVEL ROUGH FRAME PLAN ROUGH FRAMING NOTES: 1. DOORS ARE TO BE 4.5" OFF OF WALL INTERSECTIONS OR CENTERED IN THE WALL U.N.O. 2. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No.Date Description 1" = 1'-0"2 DROPPED SHOWER FLOOR INDICATES BEARING WALLS Approved for Construction Scott Huston - 08/14/2023 UP 21' - 8"6' - 0"9' - 11"6' - 0"5' - 4"10' - 5"1' - 4"10' - 0"3' - 0"9' - 3"3' - 0"13' - 0" 98' - 11" 25' - 8"20' - 0"14' - 3"30' - 0"9' - 0" 98' - 11"1' - 0"11' - 4"2' - 0"13' - 4"21' - 3"15' - 6"12' - 10"9' - 8"10' - 8"12' - 8"23' - 11"29' - 0"1' - 0"86' - 11"77' - 3"9' - 8"P4060 CXW16 (3/0-6/0)CXW16 (3/0-6/0) PRIMARY BEDROOM #1 PRIMARY BATH #1 CW15 (2/5-5/0)CXW15 (3/0-5/0)2050 FX-100S PRIMARY W.I.C. #1 CXW16 (3/0-6/0)CW15 (2/5-5/0) CW15 (2/5-5/0) 2520 FX-100S 2520 FX-100S STUDY FOYER PORCH CW145 (2/5-4/6) MUD/ LAUNDRY POOL BATH 2660 FX-100S 2660 FX-100S 2660 FX-100S 3050 FX-100SCXW16 (3/0-6/0)FL 2 BAY GARAGE SL 2-BAY GARAGE PANTRY KITCHEN 4074 FX-100S4074 FX-100S 4074 FX-100S 4026 FX-100S 4026 FX-100S 4026 FX-100S 4074 FX-100S 4074 FX-100S4074 FX-100S 4074 FX-100S DINING ROOM GREAT ROOM WET BAR4026 FX-100S 4026 FX-100S4026 FX-100S4074 FX-100S4026 FX-100S4026 FX-100S 4026 FX-100S 4026 FX-100S WINDOR 84x55 FOLDING WINDOW 5 1/2"13' - 4"5 1/2" 3 1/2"21' - 0"3 1/2"3' - 11"5 1/2"7' - 5 1/2"5 1/2" 26' - 5" 6' - 8"11"10' - 5"11"15' - 4 1/2"7"6' - 0 1/2" 3 1/2" 8' - 1"6' - 8"1' - 4"3 1/2" 3 1/2" 4' - 11 1/2"4' - 11 1/2"4' - 7 1/2"4' - 7 1/2"4' - 9 1/2"5' - 2 1/2" 6" 6' - 6 1/2"6' - 5 1/2"2' - 2"3' - 2"5' - 2 1/2"5' - 2 1/2"10' - 9 1/2"10' - 10 1/2" 3 1/2"6' - 2 1/2"5 1/2"8' - 5"3 1/2"7' - 0"7"10' - 5"11"4' - 7 1/2"1' - 2"4' - 7 1/2"4' - 11 1/2"3 1/2"6' - 4" 3 1/2" 3 1/2" 3' - 0"8' - 8"3' - 0" 3 1/2" 3 1/2"6' - 7 1/2"10' - 5 1/2"3 1/2"5' - 4" 1' - 8 1/2"5' - 3"7' - 4 1/2" 3 1/2" 3' - 0"3 1/2"5' - 5" 3 1/2" 3 1/2"14' - 4" 2' - 6"9' - 4"2' - 6" 11' - 9 1/2"5 1/2"13' - 4"13' - 5 1/2"2' - 1" 12' - 10 1/2"2' - 9 1/2"3 1/2"9' - 8 1/2"3 1/2"11' - 11 1/2"11' - 11 1/2"2' - 6 1/2"14' - 6"11' - 11 1/2"2' - 2 1/2"6' - 0" OPENING 2' - 2 1/2" 3 1/2" 4" 3 1/2" 1' - 4"7' - 9"1' - 4" 3 1/2" 4' - 4 1/2"7"6' - 4"3 1/2"3' - 1"3 1/2" 10' - 5" 21' - 0"4' - 4 1/2" 21' - 8"3' - 8 1/2"2' - 3 3/4"11' - 0 1/4"14' - 11"6' - 4"8' - 8"5' - 7"8' - 8" 15' - 4"1' - 0"7' - 4"22' - 11"13' - 4" 1' - 0"6' - 9"6"5"5' - 7"5"6"6' - 9"1' - 0"4 3/4"23' - 4"3 1/2"15' - 8 1/2"7' - 7 1/2"10' - 5 1/2"4' - 1"1' - 2"3 1/2"10' - 11 1/2"25' - 4 1/2"3 1/2"3 1/2"2' - 5 1/2"15' - 7 1/2"2' - 3 1/2"3 1/2"2' - 2"3 1/2"6' - 6"5 1/2"9' - 3"3 1/2"12' - 1 1/2"2' - 0"2' - 4"5 1/2"5' - 5 1/2"5 1/2"5' - 4"3' - 7"1' - 0"3 1/2"1' - 11"3 1/2"9' - 11"5 1/2"11' - 8"3 1/2"3 1/2"2' - 3"32' - 3 1/2"5 1/2"3 1/2"5' - 5 1/2"8' - 0"5' - 5 1/2"3 1/2"11"6' - 6"6' - 4 1/2"5' - 6 1/2"3' - 0"3 1/2"1/2"5 1/2"7' - 0"2' - 0"19' - 6"19' - 6"12' - 10"3 1/2"2' - 0"11' - 0"2' - 8 1/2"3 1/2"7' - 2"5 1/2"7' - 3 1/2"3 1/2"1' - 6 1/2"18' - 9"3 1/2"5 1/2"8' - 8"3' - 3"5 1/2"4' - 8"4' - 0"5 1/2"7' - 10"3 1/2"1' - 7 1/2"1' - 7 1/2"3 1/2"2' - 1"3 1/2"1' - 0 1/2"3 1/2"CENTERLINE OF TOILET 3 1/2" 1' - 9"3 1/2"7' - 5"3 1/2"2' - 6"13' - 9"2' - 6"3 1/2"5' - 5 1/2"7' - 4 1/2"5' - 1 1/2"5' - 6 1/2"2' - 8 1/2"3 1/2"4' - 8 1/2"7' - 5 1/2"10' - 8"15' - 0"25' - 8"4' - 0 3/4" 4' - 0 3/4" LANAI 3 AD1 3 1/2"6' - 0"9' - 4"6' - 0"3 1/2" 1 AD2 10'-6" H. BOX BEAM 10'-6" H. BOX BEAM 10'-6" H. BOX BEAM 10'-6" H. BOX BEAM34 1/2"H. WALL40 1/2"H. WALL 3026 FX-100S 3026 FX-100S SLOPE CLG.CXW16 (3/0-6/0) CXW155 (3/0-5/6) CXW145 (3/0-4/6) CXW16 (3/0-6/0) CXW16 (3/0-6/0) CXW16 (3/0-6/0) CXW155 (3/0-5/6) CXW145 (3/0-4/6) TRAY CLG.10'-1 1/8"H. CLG11'-1 1/8"H. CLG11'-1 1/8"H. CLG 10'-1 1/8"H. CLG 20"H. WALL OPEN TO ABOVE 10'-1 1/8"H. CLG 12'-1 1/8"H. CLG. 10'-1 1/8"H. CLG. 12'-1 1/8"H. CLG. 10'-1 1/8"H. CLG. 10'-1 1/8"H. CLG. 10'-1 1/8"H. CLG.8'-0"H. BULKHEAD10'-6" H. BOX BEAM10'-0"H. B.H. 10'-0"H. OPENING 1 ID2 2' - 1" ID2 2 9' - 10"1' - 0"1' - 10"2' - 6"1' - 0"9' - 2"1' - 0"5' - 8"1' - 0"1' - 0"4' - 0"3' - 2"9' - 6"7' - 6"2' - 2 1/2"12' - 8"12' - 1 3/4"7' - 10 1/4" 7' - 1 1/2"7' - 1 1/2"6' - 4 1/2"16' - 4"7' - 3 1/2"4' - 10 1/4"4' - 1 3/4" 6"6"10'-6" H. BOX BEAMLINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW LINE OF WINDOW WELL BELOW 2-3080 SEE INSTALLATION DETAIL ON SHEET AD1 12'-1 1/8"H. CLG. 4 1/2"4 1/2" 2520 FX-100S CW15 (2/5-5/0)18/0-8/0 O.H.D.16/0-8/0 O.H.D. OUTDOOR LIFESTYLES 48" SEE THROUGH FIREPLACE 6' - 8 1/4"5' - 11 3/4"2-2/0-8/0 2/0-8/0 2/6-8/0 PKT2/8-8/0 PKT 2/8-8/0 PKT 2/8-8/0 12/0-8/0 D.W.O.3/6-8/0 D.W.O.2-2/0-8/0 3/0-8/0 3/0-8/03/0-8/0 3/0-8/0-FULL LITE 2/6-8/0 PKT TDL15/7-8/0 D.W.O.3/6-8/0 D.W.O.2/8-8/0 PKT TDL2/8-8/0 PKT TDL 3/0-8/0 C.O. 2/8-8/0 PKT 2/8-8/0 2/6-8/0 PKT LINE OF BALCONY ABOVE BALCONY TO REST ON TOP OF LANAI BOX BEAM 8X8 WOOD BEAMS AT CLG.ADD BLOCKING AS NEEDED FOR BEAMS ZERO THRESHOLD SHOWER 3' - 6 1/2"4' - 3 1/2"8"LINE OF FLOOR ABOVE 10'-1 1/8"H BULKHD60" MEZZO FIREPLACE10'-1 1/8" H BULKHD6' - 0"5' - 9 1/2"5 1/2"4' - 0"3 1/2"4' - 10"5' - 0"12' - 8 1/2" 11'-1 1/8" H BULKHEAD 9'-1 1/8"H. CLG 14' - 8"1' - 0"5' - 2 1/2"1' - 8 1/2"9"4' - 0"3' - 0 1/2"3' - 2" ℄OF TOILET 4' - 2 1/2"4' - 2 1/2"3 1/2"1' - 3"3' - 9"1' - 2 1/4"3 1/2"5' - 6" 5 1/2" 2' - 2"6' - 8"3 1/2"19' - 10"3 1/2"3' - 0"20' - 4 1/2"2' - 3 1/2"4' - 0 1/2"18' - 7 1/2"SHEET ID2 WITH GRILL STATION RELEASED AFTER FINAL SELECTIONS 9'-0" H. CLG ABOVE MAIN LEVEL F.F.E. 9'-0" H. CLG ABOVE MAIN LEVEL F.F.E. FLUSH WOOD BEAM8"UP 20R; 19T OPEN TREAD @ 12" R.C. FLUSH WOOD BEAM FLUSH WOOD BEAMFLUSH WOOD BEAMFLUSH WOOD BEAM DROPPED WOOD BEAM DROPPED WOOD BEAM DROPPED WOOD BEAM FLUSH WOOD BEAM FLUSH WOOD BEAM FLUSH WOOD BEAM FLUSH WOOD BEAMFCAX34462-4/0-8/0-SLIDING22 1/2"x30" ACCESS COORDINATE LOCATION w. TRUSS 22 1/2"x30" ACCESS COORDINATE LOCATION w. TRUSS TRAY DETAIL SHEET AD1 9'-0"H. BULKHEAD 86' - 11"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:25:19 PM A6The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantMAIN LEVEL ROUGH FRAMING SH 1/4" = 1'-0"1 MAIN LEVEL ROUGH FRAME PLAN ROUGH FRAMING NOTES: 1. DOORS ARE TO BE 4.5" OFF OF WALL INTERSECTIONS OR CENTERED IN THE WALL U.N.O. 2. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No.Date Description INDICATES BEARING WALLS Approved for ConstructionScott Huston - 08/14/2023 DN 4' - 4 1/2"7' - 6 1/2"15' - 5"10' - 8 1/2"1' - 4"10' - 0"15' - 3"4' - 0" 7' - 8 1/2"7' - 8 1/2"5' - 4 1/4"5' - 4 1/4"4' - 9 1/2"5' - 2 1/2"7' - 7 1/2"7' - 7 1/2" 6"12' - 10"26' - 3"23' - 10"13' - 0"10' - 4"16' - 3"6' - 1"4' - 11"3' - 4"2' - 0"7' - 0"3 1/2"7' - 1"5 1/2"14' - 10"2' - 2 3/4"1' - 4"7' - 9"1' - 4"3 1/2"14' - 8"3 1/2"2' - 6"2' - 5"5 1/2"9' - 9"5 1/2"2' - 3 1/4"7' - 9 3/4"3 1/2"2' - 4"4' - 3"4' - 0"3' - 9 1/2"3 1/2"6' - 11 1/2" 3 1/2" 5' - 11 1/2"3 1/2"4' - 0"6' - 8"2' - 4 1/2" 3 1/2" 4' - 3 1/2"13' - 2 1/2"3 1/2"16' - 4 1/2"3 1/2" 2' - 6"8' - 2 1/2"2' - 6" ℄OF TOILET 7"10' - 5"11"4' - 7 1/2"1' - 2"4' - 7 1/2"4' - 4"3 1/2"10' - 4"3 1/2"5' - 4"4' - 5"2' - 4 1/2"8' - 2"3 1/2"1' - 0"5' - 3 1/2"3 1/2"4' - 3 1/2"3' - 6"3 1/2"9' - 6"5 1/2"3 1/2"15' - 3"2' - 2"9' - 8 3/4"3 1/2"6' - 4 1/4"5 1/2"15' - 3"3 1/2"9 1/2"3' - 0"11' - 10 1/2"5' - 2 1/2"6' - 8"4' - 9 1/2"3 1/2"2' - 1"3 1/2"2' - 6"14' - 6"2' - 6"2' - 8 1/2"3 1/2"4' - 8"7' - 2 1/2"3 1/2"4"3 1/2"10' - 5" 3 AD1 1 AD2 DN 20R; 19T OPEN TREAD @ 12" R.C. AARIN'S BEDROOM OPEN TO BELOW NAVIA'S BEDROOM PRIMARY BEDROOM #2 PRIMARY W.I.C. #2 PRIMARY BEDROOM #2 LOFT BATH 4 WIC W.I.C. 3/0-FULL LITE 3/0-6/8 PKT 2/4-6/82/4-6/8 2/8-6/8 PKT 2/8-6/8 PKT2/8-6/8 PKT2-2/4-6/82-2/6-6/8 2-2/6-6/8 2/4-6/8 PKT 2/6-6/8 PKT 2/8-6/8 2/6-6/8 PKT 2/6-6/8 PKT2/8-6/82/8-6/8CXW16 (3/0-6/0) CXW16 (3/0-6/0)CXW16 (3/0-6/0)CXW16 (3/0-6/0) CXW16 (3/0-6/0)CXW16 (3/0-6/0) CXW16 (3/0-6/0) CXW16 (3/0-6/0) CXW16 (3/0-6/0) CX16 (2/8-6/0) CX16 (2/8-6/0)CXW16 (3/0-6/0)CXW155 (3/0-5/6) CXW155 (3/0-5/6) CW145 (2/5-4/6) CW145 (2/5-4/6) CXW16 (3/0-6/0) CXW16 (3/0-6/0)CW145 (2/5-4/6)62' - 11"7' - 0 1/2"17' - 4"14' - 3"30' - 0" 7' - 1 1/2"7' - 1 1/2"9' - 4 1/2"3' - 5 1/2"6' - 4 1/2"16' - 4"7' - 3 1/2"21' - 6 1/4"2' - 3 3/4"68' - 7 1/2"62' - 11"6' - 1"68' - 7 1/2" 6"6"6"6" 3 1/2"13' - 11 1/2" 6"6" PRIMARY BATH #2 13' - 4" 9' - 4"4' - 0" FURNACE MECH.1' - 8"3' - 7"3 1/2"3' - 11"5 1/2"5' - 5 1/2"5' - 1 1/2"3 1/2"16' - 2 1/2"3 1/2"BATH #5 UPPER LEVEL LAUNDRY 1' - 6"4' - 10 1/4"2' ABOVE UPPER LEVEL NICHE 8' H BKHD 9'-1 1/8"H. CLG 10'-1 1/8"H. CLGLINE OF TRAY CLG.(4) BEAMS LINE OF CLG. CLIP 11'-1 1/8" H. CLG. LINE OF CLG. BREAK 9'-1 1/8" H. CLG. 11'-1 1/8" H. CLG.3/0-6/8 D.W.O.BLOCKING AS NEEDED FOR BEAMS 3 1/2"1' - 5 1/2"3 1/2"5' - 0"3 1/2"2"3 1/2"8' - 2"3 1/2"3 1/2"4' - 0"5 1/2"5' - 10 1/2"5' - 0 1/2"3' - 1 1/2"3 1/2"5' - 5 1/2"5 1/2"7' - 4 1/2"3 1/2"3' - 3"1' - 7 1/2"6' - 7" 5 1/2" 3' - 0 1/2"11' - 5 1/2"4" ℄OF TOILET 7' - 4"3 1/2"7' - 4"3 1/2"7' - 1 1/2"5 1/2"3' - 10 1/2"6' - 8 1/2" 5 1/2" 4' - 0"3 1/2"9 1/4"3 1/2"1' - 4 1/2"14' - 10"3 1/2"2' - 1"3 1/2"5' - 8 1/2" 5 1/2" 8' - 4 1/2"2" 3 1/2" 1' - 11"4' - 3 1/2"3 1/2" 5 1/2" (3)-2X4 CURB6" H. WALL BUILT DOWN FROM CLG 20" H. SEAT WALL 2' - 3 1/2" 14' - 2 1/2"2' - 2"4' - 9 3/4"4' - 11"5 1/2"6' - 4 1/2"3 1/2"6' - 4 1/2"3 1/2"6' - 1"3 1/2"10' - 0"3 1/2" LINE OF CLG. CLIPOPEN TO BELOW 6'-10" H. FRAMED WALL ABOVE RAISED LEVEL 6'-8 1/2" H. FRAMED WALL ABOVE RAISED LEVEL 6' - 0"4' - 0" 2' - 5 1/4"3' - 6 3/4" 6' - 6 1/4"3' - 9 3/4" BALCONY 42" H. WALL w/ CAP 6' - 1"9'-1 1/8" H. CLG. 9'-1 1/8" H. CLG. 9'-1 1/8"H. CLG 9'-1 1/8"H. CLG RAILING PER SPECS 22 1/2"x30" ACCESS COORDINATE LOCATION w/ TRUSS TRAY DETAIL SHEET AD1 4 1/2" 4 1/2" 4 1/2"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE: DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2022 Wedgewood Building Co. LLC. All rights reserved. This material may not be reproduced and/or modified without the express prior written permission of the copyright holder. For permission contact gcradick@wedgewoodbc.com8/14/2023 12:25:22 PM A7The Patel ResidenceThe Patel ResidenceLot# 333 Northvale at Jackson's GrantUPPER LEVEL ROUGH FRAMING SH 1/4" = 1'-0"1 UPPER LEVEL ROUGH FRAME PLAN ROUGH FRAMING NOTES: 1. DOORS ARE TO BE 4.5" OFF OF WALL INTERSECTIONS OR CENTERED IN THE WALL U.N.O. 2. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL.Rev.No.Date Description Approved for Construction Scott Huston - 08/14/2023 TAB 5 Page 1 of 3 FINDINGS OF FACT CARMEL ADVISORY BOARD OF ZONING APPEALS HEARING OFFICER CARMEL, INDIANA Docket No.: PZ-2023-00204 Petitioner: Wedgewood Building Company, LLC (482 Almond Creek Drive, Carmel, IN, Jackson’s Grant on Williams Creek Subdivision, Section 7, Lot 333. Request: Silvera PUD, Section 6.1, Exhibit “L” Maximum Parcel Coverage – Maximum 35% lot coverage allowed; requesting 42% lot coverage FINDINGS OF FACT - DEVELOPMENT STANDARDS VARIANCE 1. The approval of the requested variances will not be injurious to the public health, safety, morals and general welfare of the community because: The approval of the requested variance will not be injurious to the public health, safety, morals and general welfare of the community because the proposed custom residential home has been designed to be consistent and compatible to the other custom homes that are built and will be built in this section of the Jackson’s Grant community and development of the site will comply with all other required standards and requirements related to drainage and the variance only requests the relief necessary to accommodate development on the Real Estate for the construction of a custom residential home. The proposed custom home is well-designed, aesthetically and architecturally appealing and should not result in any negative impacts to the public health, safety, morals and general welfare of the community. 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: The use and value of the area adjacent to the real estate that is the subject of the requested variance will not be affected in a substantially adverse manner because the proposed use is a permitted use on the Real Estate and the site will comply with all other required standards and requirements related to drainage and the variance only requests the relief necessary to accommodate the construction of a custom home on the Real Estate. The proposed custom home is well-designed, aesthetically and architecturally appealing; and, as a result, the requested variance should not have a substantially adverse impact on the use and value of the area adjacent to the subject Real Estate. Page 2 of 3 3. The strict application of the terms of the Zoning Ordinance to the property will result in practical difficulties in the use of the property because: Strict application of the Zoning Ordinance results in practical difficulties in the use of the Applicant’s site because the proposed custom residential home has been designed to accommodate a circle drive, which necessitates additional driveway construction. Further, due the desire to construct a pool on the Real Estate, as other pools have been installed for homes in Jackson’s Grant, additional parcel coverage is necessary for the pool and pool deck area. Reducing the parcel coverage would necessitate a substantial re-design of the home footprint, potential removal of the desired circle drive and potential removal of the desired pool on the Real Estate. Development of the site will comply with all other required standards and requirements related to drainage and the variance only requests the relief necessary to accommodate development on the Real Estate for a custom residential home. Due to the foregoing, absent approval of the requested variance pertaining to the maximum allowable percentage of lot coverage, the Applicant will be substantially impacted on how it is able to accommodate the necessary design for the home, driveway areas and pool. DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals Hearing Officer that Development Standards Variance Docket No. PZ-2023-00204 is granted, subject to any conditions stated in the minutes of this meeting, which are incorporated herein by reference and made a part hereof. Adopted this 27th day of September, 2023. _________________________________________ BOARD OF ZONING APPEALS HEARING OFFICER _________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of the Board are listed on the back. (Petitioner or his representative to sign). CARMEL/CLAY BOARD OF ZONING APPEALS Page 3 of 3 HEARING OFFICER BALLOT SHEET for FINDINGS OF FACT – VARIANCE Docket No.: PZ-2023-00204 Petitioner: Wedgewood Building Company, LLC (482 Almond Creek Drive, Carmel, IN, Jackson’s Grant on Williams Creek Subdivision, Section 7, Lot 333. Request: Silvera PUD, Section 6.1, Exhibit “L” Maximum Parcel Coverage – Maximum 35% lot coverage allowed; requesting 42% lot coverage. 1. _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DATED THIS 27th DAY OF September, 2023. __________________________________________________ BZA Hearing Officer, Board Member