Staff Review Date: July 12, 2017 HDC PID#

Similar documents
Staff Review Date: May 11, 2016 HDC # PID# , ,

Staff Review Date: April 12, 2017 HDC # PID#

Staff Review Date: June 8, 2016 HDC PID#

Staff Review Date: April 11, 2018 HDC PID#

GARAGE MAIN FLOOR PLAN

MAIN FLOOR PLAN. #G x 14 x 8 Shed - Chicken Coop By SDS-CAD Specialized Design Systems 10'-0" 3'-0" 1'-0" 14'-0" 14'-0" 1'-0" 6'-0" 3'-0"

Staff Review June 12, 2013

Staff Review Date: February 14, 2018 HDC PID#

Staff Review Date: June 8, 2016 HDC PID#

CRM Homes BUILDER Mangan Drafting Jim Mangan

GARAGE MAIN FLOOR PLAN

NEW CONSTRUCTION ADDENDUM TO COA APPLICATION

Custom 22' x 40' - 16' Tall Garage Plan #g227 By SDS-CAD Specialized Design Systems

Custom 30 x 48-14' Tall Garage Plan #g226 By SDS-CAD Specialized Design Systems

GARAGE MAIN FLOOR PLAN

Staff Review Date: August 9, 2017 HDC PID#

Country Club Historic District Architecture Review Committee

T T LEGAL DESCRIPTION: LEGEND X FOUND MONUMENT AS NOTED A.M. ~ AS MEASURED IN FIELD REC. ~ DEED OR PLAT DISTANCE PL ~ PROPERTY LINE FF ~ FINISHE

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.

Custom 24 x 26 Garage Plan Roy Hartmann Plan #g218 By SDS-CAD Specialized Design Systems CLIENT

Staff Review Date: September 9, 2015 HDC

Attachment to Application for HAWP 7306 Maple Avenue Section 1- Written Description of the Project

GARAGE MAIN FLOOR PLAN

PORCH PLAN. Existing House. New Porch. Page A.1. Boxed Beams. 5/4x6 Cedar Decking. Roof Overhang. Wood Columns. Hip Roof. Step

r e s i d e n t i a l o u t s i d e v i l l a g e c e n t e r

Residential Uses in the Historic Village Core


Exterior Elevations and Materials

100 SUNSET AVENUE. DHR RESOURCE NUMBER: Primary: Double/Duplex (non-contributing) DATE/PERIOD: Architectural Description

30 YR. ASPHALT ROOF SHINGLES HARDIE PLANK LAP SIDING SEE FIRST FLOOR PLAN FOR PORCH ROOF FRAMING DETAILS 3'-0" 2-2 X 8 HEADER COVERED PORCH 9'-4"

2. House Designs. SAL Review

2003 International Residential Building Code

Sample Plan Not for Construction for pricing

RE: California

Cheshire, CT. By: A.M. Napolitano, LLC. Project Manager: Carolyne Sakonchick Ext. 323

BARN MAIN FLOOR PLAN. #G457a 12 x 20 x 8 Gentleman Bunkhouse Shed By SDS-CAD Specialized Design Systems 12'-0" 3'-0" 4'-0" 1'-6" 3'-0" 1'-6" 20'-0"

Staff Review Date: March 9, 2016 HDC PID#

KNOXVILLE HISTORIC ZONING COMMISSION STAFF REPORT CERTIFICATE OF APPROPRIATENESS APPLICATION

THE SPENCER RESIDENCE J&S ARCHITECT

#G445 Plans, 48'x28' x 10' detached garage with bonus room By SDS-CAD Specialized Design Systems

FINAL DRAFT. Buildings Fort Monroe. resource inventory FORT MONROE HISTORIC PRESERVATION DESIGN STANDARDS RESOURCE INVENTORY 4C.

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings

Architectural Styles: Richmond Minimal Traditional

GARAGE MAIN FLOOR PLAN 1

Staff Review Date: January 10, 2018 HDC PID#

306 6th Street SW

Left Elevation. Front Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,842. Scale : 1/4" = 1'

TULSA PRESERVATION COMMISSION

GARAGE MAIN FLOOR PLAN 1

SECTION 6.3 DOWNTOWN HISTORIC DISTRICT (DTH)

THE FLORIDA BUILDING CODE

GARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems

Dr. Edward Livingston Trudeau Building. 118 Main Street, Saranac Lake, NY. Building Systems Report. June 24, 2018

Copyrighted Home Plan 2011 Natural Element Homes, LLC

STANDARD CONSTRUCTION PACKAGE Addendum A REV SITE & EXCAVATION Layout of the foundation and septic system as approved by local and state author

Design Guidelines - Residential

Reginald Armistice Hawkins House 1703 Madison Avenue, Charlotte, NC

DATE: 4/1/2014 SCALE: 3/16"=1'- 0" SHEET:

CITY OF CEDAR FALLS DEPARTMENT OF DEVELOPMENTAL SERVICES INSPECTION SERVICES DIVISION PHONE Residential Accessory Structures

One and Two Family Additions

$1,649, E. Idaho Ave Haven Beach LBI Nathan Colmer The Van Dyk Group C: O:

CHANCELLORS RESIDENCE ANNUAL INSPECTION REPORT BY BOT GOVERNANCE COMMITTEE MEMBERS A. ITEMS FROM PREVIOUS SITE INSPECTIONS-INCOMPLETE OR ON HOLD

Garris Evans Estimating Department. Project Name: Project Address: Customer Phone Number: Project Type: Residential Commercial Homeowner

Applying for Permits to build a new house in Linn County

ADDENDUM A CONSTRUCTION SPECIFICATIONS

Proposed Amendments to Residential Zoning Draft Revised 06/27/2018

104 TODD AVENUE. Primary: Single Dwelling (contributing) Secondary: Garage (contributing) Architectural Description

Project Name: the candlelight. Project No. Scale: sewer line. water line 1 8"=1'-0"

Staff Review Date: February 14, 2018 HDC PID#

Mountainview Estates.

ADDITIONS BUILDING AND ZONING REQUIREMENTS (REVISED 4/22/2008)

TABLE OF CONTENTS A-1 TITLE PAGE A-2 EXISTING FOUNDATION AND 1ST FLOOR PLAN

SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements

STAFF BRIEF. Kristin Park

GARAGE MAIN FLOOR PLAN

Colorado Chapter of the International Conference of Building Officials. Building Guide. The Colorado Chapter of the International

GENERAL BUILDING CODE AND ZONING REQUIREMENTS: Post and spread footings shall be designed and constructed below the minimum frost depth of 42 inches

EXW3 EXISTING DOWEL NEW FOOTING TO EXISTING WALL WITH 3-15M DOWELS, DOWEL THE NEW

800 Payson Drive. Oleg Derkach. Single Family Residence A00 STREETSCAPE ELEVATION. 3D View 2 PCDC SUBMISSION

Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage

6" TRIM AT GARAGE DOORS (TYP) 6" TRIM (TYP) OPTIONAL PATIO DOOR

Building Guide. olorado Chapter of the International Conference of Building Officials. Lancaster County Building Department

Residential Project Example

Guidelines for New Construction in Albany s Residential Historic Districts & Neighborhoods

Lonsdale Building Inspections Department 415 Central Street W. PO Box 357 Lonsdale, MN (507) fax (507)

Copyright 2002-present, Natural Element Homes naturalelementhomes.com CABIN (2224)

41.26 FIRST SETTLEMENT HISTORIC DISTRICT.

RESIDENTIAL GARAGE AND DRIVEWAY

Standards for Single Family Detached Lots

STAFF BRIEF. Project Scope and Staff Summary Under Review:

Design Guidelines. The Lakefront

Residential Design Standards Draft 9 August 2013

Overlay Design Guidelines. Prairie Village Overlay Design Guidelines

Copyrighted Home Plan 2011 Natural Element Homes, LLC

RESPONSIBILITY OF THE BUILDER/OWNER

Pulaski County, Virginia

GYPSUM BOARD. 2x WALL FRAMING EXTERIOR SHEATHING 3/4" PT WOOD FURRING WEATHER RESISTIVE BARRIER FIBERCEMENT SIDING COR-A-VENT OR SIM PT STARTER STRIP

Copyright 2002-present, Natural Element Homes CABIN (2224)

6'-0" G-4 ADJUSTABLE SHELVING 2'-0" 4'-5" MOP SINK STORAGE '-0" 2'-0" 26'-6" G-4 6' X 4' OPENING WITH SHUTTER BASE CABINETS 34" FOR ADA 20'-0"

Transcription:

Charlotte Historic District Commission Application for a Certificate of Appropriateness Staff Review Date: July, 2017 HDC 2017-55 PID# 07102409 LOCAL HISTORIC DISTRICT: PROPERTY ADDRESS: SUMMY OF REQUEST: OWNER: Wesley Heights 420 South Summit Avenue New Construction Alicia Ross The application was continued from June for the following, 1) Include boxing detail for Cottage style, 2) Paired windows in front gable, ) Revise knee wall width on front porch stair, ) Fireplace should read as a bay or brick chimney, ) Revise window sizes in side dormers, 4) Show HVAC on plan. The applicant has submitted all revisions. Details of Proposed Request Existing Context The site is a vacant parcel. Plans for a new two story house were approved February 2015 (COA# 2015-286). The current applicant is submitting new plans for a single family house. Adjacent single family structures are 1-2 stories in height. Proposal The proposal is a two story single family house. The proposed front setback is 0 feet from the building as noted in the deed. Total height from finished floor is approximately 27-10. Materials include wood lap siding and trim and brick foundation. Windows wood Simulated True Divided Light (STDL) with trim noted on sheet A9. Other features include wood hand rails and columns. Policy & Design Guidelines for New Construction, page 6.1 (New Guidelines) Charlotte s historic districts distinctive character is derived not only from architectural style but also from the nature of the street created by building setback, spacing, mass and height as well as the landscape quality. This street character and the surrounding properties are considered to be the context for any new building. As such, the block in which the new site is located should be carefully studied when designing a new infill dwelling. This context should include both sides of the subject street. The Charlotte Historic District Commission will not specify a particular architectural style or design for new construction projects. The scale, mass and size of a building are often far more important than the decorative details applied. However, well designed stylistic and decorative elements, as well as building materials and landscaping, can give new construction projects the attributes necessary to blend in with the district, while creating a distinctive character for the building. The criteria in this section are all important when considering whether a proposed new building design is appropriate and compatible. All criteria should be taken into consideration in the design process with the goal to ensure that the new design respects its historic neighboring buildings. Will be Compatibility by the 1

Following Criteria Page Staff Analysis - The Commission will determine if the proposal meets the guidelines for new construction. 2

This application was continued from June for the following information: 1. Place emphasis on Cottage style and details 2. Roof detail should include open eaves and confirm eave width. Windows in front dormer should be ganged 4. Revise design of stoop and column detail (dimension) 5. Gas fireplace should read as a bay or brick chimney 6. Revise window sizes to reflect historic precedents 7. Show HVAC and driveway on site plan

Charlotte Historic District Commission Case 2017-55 HISTORIC DISTRICT: WESLEY HEIGHTS NEW CONSTRUCTION W 4th St Walnut Av W 2nd St W 4th St Ext Lela Av Grandin Rd Wesley Heights Greenway Litaker Av S Summit Av S I-77 Exit 10b Ra Calvert St S I-77 Hy N I-77 Hy 420 S. Summit Av Wesley Heights Historic District Property Lines 0 70 140 280 420 Feet June 5, 2017 Building Footprints

15' ALLEY 15' ALLEY HACKBERRY OAK HACKBERRY OAK 0'-0" RE SETBACK (ZONING) 0'-0" RE SETBACK (ZONING) OAK 5'-0" SIDE SETBACK (ZONING) OAK 5'-0" SIDE SETBACK (ZONING) June PECAN TREE PECAN TREE 1400 LITAKER AVE 5'-0" SIDE SETBACK (ZONING) OAK 20'-0" FRONT SETBACK (ZONING) CONCRETE DRIVEWAY CONCRETE SIDEWALK 416 SOUTH SUMMIT AVE. 1400 LITAKER AVE 5'-0" SIDE SETBACK (ZONING) NEW '-0" SIDE CONCRETE SIDEWALK OAK 20'-0" FRONT SETBACK (ZONING) 420 SOUTH SUMMIT AVE 0 10 20 40 60 80 100 NEW CONCRETE DRIVEWAY 416 SOUTH SUMMIT AVE. NEW '-0" SIDE CONCRETE SIDEWALK NEW '-0" SIDE CONCRETE SIDEWALK CITY SIDEWALK CITY SIDEWALK BRICK STAIRS OAK B SITE PLAN SCALE: /2" = 1'-0" SOUTH SUMMIT AVENUE A PROPOSED SITE PLAN SCALE: /2" = 1'-0" SOUTH SUMMIT AVENUE A SITE PLANS

15' ALLEY 15' ALLEY HACKBERRY OAK HACKBERRY OAK 0'-0" RE SETBACK (ZONING) 0'-0" RE SETBACK (ZONING) OAK CHAIN LINK FENCE CHAIN LINK FENCE 5'-0" SIDE SETBACK (ZONING) OAK CHAIN LINK FENCE TO REMAIN CHAIN LINK FENCE TO REMAIN 5'-0" SIDE SETBACK (ZONING) July PECAN TREE PECAN TREE 10'-1" 1400 LITAKER AVE 5'-0" SIDE SETBACK (ZONING) OAK 20'-0" FRONT SETBACK (ZONING) CONCRETE DRIVEWAY CONCRETE SIDEWALK 416 SOUTH SUMMIT AVE. 1400 LITAKER AVE 5'-0" SIDE SETBACK (ZONING) NEW '-0" SIDE CONCRETE SIDEWALK NEW A/C UNIT WITH 42" TALL WOOD PICKET FENCE FOR SCREENING OAK 20'-0" FRONT SETBACK (ZONING) 420 SOUTH SUMMIT AVE 0 10 20 40 60 80 100 NEW CONCRETE DRIVEWAY 416 SOUTH SUMMIT AVE. NEW '-0" SIDE CONCRETE SIDEWALK NEW '-0" SIDE CONCRETE SIDEWALK CITY SIDEWALK BRICK STAIRS CITY SIDEWALK BRICK STAIRS REV: 7..17 OAK B SITE PLAN SCALE: /2" = 1'-0" SOUTH SUMMIT AVENUE A PROPOSED SITE PLAN SCALE: /2" = 1'-0" SOUTH SUMMIT AVENUE A SITE PLANS

JUNE 10 WOOD FRAMED ATTIC VENT 8" WOOD FASCIA BOD (TYP) 10 GRADE TO RIDGE WOOD FRAMED ATTIC VENT 27'-10" 8" WOOD FASCIA BOD (TYP) WOOD FRAMED WINDOW; SEE DETAIL ON A9 SECOND FLOOR CEILING 19'-0" WINDOW HEAD HEIGHT 17'-8" WOOD FRAMED WINDOW; SEE DETAIL ON A9 4" WOOD TRIM 4" WOOD TRIM WOOD SIDING (PAINT) WOOD SIDING (PAINT) 5 MASTER BATH. LAUNDRY CHITECTURAL ASPHALT SHINGLES 6" WOOD TRIM WOOD FRAMED DOOR CONCRETE STAIRS BRICK KNEE WALL W/ CONC. CAP 8" WOOD TRIM BOD BRICK AND PIER FOUNDATION WOOD FRAMED DOOR; SEE DETAIL C/A9 CHITECTURAL ASPHALT SHINGLES SECOND FLOOR 10'-0" FIRST FLOOR CEILING 9'-0" WINDOW HEAD 8'-0" WOOD FRAMED WINDOW 10X10 WOOD BOX COLUMN WOOD RAILING; SEE DETAIL ON A8 ROWLOCK BRICK CAP 8" WOOD TRIM BOD FIRST FLOOR 0'-0" 4" BRICK AND PIER FOUNDATION BRICK KNEE WALL W/ CONC. CAP GROUND LEVEL -'-4" BRICK STAIRS B BACK ELEVATION NO SCALE A FRONT ELEVATION NO SCALE 0 1 2 4 5 6 8 10 A4 ELEVATIONS

July 10 NOTE: FOR LOW SLOPE PITCHED ROOFS (:), INSTALL 2 LAYERS OF 15 POUND ASPHALT SATURATED ROOFING FELT WITH THE LAP SEAMS OFFSET FROM ONE ANOTHER. ALL LAP SEAMS TO BE EMBEDDED IN AN ASPHALT CEMENT. WOOD FRAMED ATTIC VENT 8" WOOD FASCIA BOD (TYP) NOTE: FOR LOW SLOPE PITCHED ROOFS (:), INSTALL 2 LAYERS OF 15 POUND ASPHALT SATURATED ROOFING FELT WITH THE LAP SEAMS OFFSET FROM ONE ANOTHER. ALL LAP SEAMS TO BE EMBEDDED IN AN ASPHALT CEMENT. 10 GRADE TO RIDGE 27'-10" WOOD FRAMED ATTIC VENT 8" WOOD FASCIA BOD (TYP) WOOD FRAMED WINDOW; SEE DETAIL ON A9 SECOND FLOOR CEILING 19'-0" WINDOW HEAD HEIGHT 17'-8" WOOD FRAMED WINDOW; SEE DETAIL ON A9 4" WOOD TRIM 4" WOOD TRIM WOOD SIDING (PAINT) WOOD SIDING (PAINT) 5 MASTER BATH. LAUNDRY CHITECTURAL ASPHALT SHINGLES 6" WOOD TRIM WOOD FRAMED DOOR CONCRETE STAIRS BRICK KNEE WALL W/ CONC. CAP 8" WOOD TRIM BOD BRICK AND PIER FOUNDATION WOOD FRAMED DOOR; SEE DETAIL C/A9 CHITECTURAL ASPHALT SHINGLES SECOND FLOOR 10'-0" FIRST FLOOR CEILING 9'-0" WINDOW HEAD 8'-0" WOOD FRAMED WINDOW 10X10 WOOD BOX COLUMN WOOD RAILING; SEE DETAIL ON A8 ROWLOCK BRICK CAP 8" WOOD TRIM BOD FIRST FLOOR 0'-0" 4" BRICK AND PIER FOUNDATION BRICK KNEE WALL W/ CONC. CAP GROUND LEVEL -'-4" BRICK STAIRS B BACK ELEVATION NO SCALE A FRONT ELEVATION NO SCALE REV: 7..17 0 1 2 4 5 6 8 10 A4 ELEVATIONS

JUNE CHITECTURAL ASPHALT SHINGLES 8"WOOD FASCIA BOD WOOD FRAMED WINDOW WOOD SIDING (PAINT) EXPOSED RAFTERS 6" WOOD TRIM (PAINT) GRADE TO RIDGE 27'-10" SECOND FLOOR CEILING 19'-0" WINDOW HEAD HEIGHT 17'-8" MASTER BATH. MASTER BED. LAUNDRY KITCHEN DINING ROOM WOOD FRAMED WINDOW; SEE DETAIL A9 8" TRIM BOD WOOD RAILING; SEE DETAIL A8 SECOND FLOOR 10'-0" FIRST FLOOR CEILING 9'-0" WINDOW HEAD 8'-0" 8" WOOD FASCIA BOD 10X10 WOOD BOX COLUMN ROWLOCK BRICK CAP 4" BRICK 4" CONCRETE WALL CAP FIRST FLOOR 0'-0" GROUND LEVEL -'-4" D LEFT SIDE ELEVATION SCALE: 1/2" = 1'-0" 0 1 2 4 5 6 8 10 A5 LEFT ELEVATION

July NOTE: FOR LOW SLOPE PITCHED ROOFS (:), INSTALL 2 LAYERS OF 15 POUND ASPHALT SATURATED ROOFING FELT WITH THE LAP SEAMS OFFSET FROM ONE ANOTHER. ALL LAP SEAMS TO BE EMBEDDED IN AN ASPHALT CEMENT. CHITECTURAL ASPHALT SHINGLES 8"WOOD FASCIA BOD GRADE TO RIDGE 27'-10" SECOND FLOOR CEILING 19'-0" WINDOW HEAD HEIGHT 17'-8" WOOD FRAMED WINDOW WOOD SIDING (PAINT) BOX RAFTERS 6" WOOD TRIM (PAINT) MASTER BATH. MASTER BED. LAUNDRY KITCHEN DINING ROOM WOOD FRAMED WINDOW; SEE DETAIL A9 8" TRIM BOD WOOD RAILING; SEE DETAIL A8 SECOND FLOOR 10'-0" FIRST FLOOR CEILING 9'-0" WINDOW HEAD 8'-0" 8" WOOD FASCIA BOD 10X10 WOOD BOX COLUMN ROWLOCK BRICK CAP 4" BRICK 4" CONCRETE WALL CAP FIRST FLOOR 0'-0" GROUND LEVEL -'-4" D LEFT SIDE ELEVATION SCALE: 1/2" = 1'-0" REV: 7..17 0 1 2 4 5 6 8 10 A5 LEFT ELEVATION

JUNE GRADE TO RIDGE 27'-10" SECOND FLOOR CEILING 19'-0" WINDOW HEAD HEIGHT 17'-8" CHITECTURAL ASPHALT SHINGLES WOOD FRAMED WINDOW WOOD SIDING (PAINT) 8" WOOD FASCIA BOD WOOD FRAMED WINDOW 6" WOOD TRIM (PAINT) EXPOSED RAFTERS CHITECTURAL ASPHALT SHINGLES 6" WOOD TRIM (PAINT) SECOND FLOOR 10'-0" FIRST FLOOR CEILING 9'-0" WINDOW HEAD 8'-0" 8" WOOD FASCIA BOD FIRST FLOOR 0'-0" GROUND LEVEL -'-4" 10X10 WOOD BOX COLUMN ROWLOCK BRICK CAP 4" BRICK 4" CONCRETE WALL CAP WOOD FRAMED WINDOW; SEE DETAIL ON A9 8" TRIM BOD WOOD RAILING; SEE DETAIL ON A8 LIVING ROOM STAIRS MASTER BED. MASTER BATH. C RIGHT SIDE ELEVATION SCALE: 1/2" = 1'-0" 0 1 2 4 5 6 8 10 A6 RIGHT ELEVATION

JULY GRADE TO RIDGE 27'-10" SECOND FLOOR CEILING 19'-0" WINDOW HEAD HEIGHT 17'-8" CHITECTURAL ASPHALT SHINGLES WOOD FRAMED WINDOW WOOD SIDING (PAINT) NOTE: FOR LOW SLOPE PITCHED ROOFS (:), INSTALL 2 LAYERS OF 15 POUND ASPHALT SATURATED ROOFING FELT WITH THE LAP SEAMS OFFSET FROM ONE ANOTHER. ALL LAP SEAMS TO BE EMBEDDED IN AN ASPHALT CEMENT. 8" WOOD FASCIA BOD WOOD FRAMED WINDOW 6" WOOD TRIM (PAINT) BOX RAFTERS CHITECTURAL ASPHALT SHINGLES 6" WOOD TRIM (PAINT) SECOND FLOOR 10'-0" FIRST FLOOR CEILING 9'-0" WINDOW HEAD 8'-0" 8" WOOD FASCIA BOD FIRST FLOOR 0'-0" GROUND LEVEL -'-4" 10X10 WOOD BOX COLUMN ROWLOCK BRICK CAP 4" BRICK 4" CONCRETE WALL CAP WOOD FRAMED WINDOW; SEE DETAIL ON A9 8" TRIM BOD WOOD RAILING; SEE DETAIL ON A8 LIVING ROOM STAIRS MASTER BED. MASTER BATH. C RIGHT SIDE ELEVATION SCALE: 1/2" = 1'-0" REV: 7..17 0 1 2 4 5 6 8 10 A6 RIGHT ELEVATION

A PROPOSED STREETSCAPE NO SCALE B STREETSCAPE NO SCALE A7 STREETSCAPE ELEVATION

JULY CHITECTURAL ASPHALT SHINGLES HIPPED ROOF @ : PITCH 1X2 PAINTED WOOD TRIM 8" PAINTED WOOD FASCIA BOD 5/4" X 4 PAINTED WOOD CAP 1" PAINTED WOOD CROWN MOLDING 10X10 PRESSURE TREATED WOOD BOX COLUMN; PAINT 4" WIDE TOP RAIL W/ CHAMFERED EDGES OVER X NOTFOR CONSTRUCTION B RAILING DETAIL SCALE: 1 " = 1'-0" 2X WOOD NAILER FASTENED TO 4" WIDE TOP RAIL W/ 2-8D SPIRAL SHANK NAILS /4" COVE MOULD 2X2 WOOD PICKET (TYP) 10X10 WOOD BOX COLUMN BEYOND /4" COVE MOULD 2X WOOD NAILER FASTENED TO 4" WIDE BOTTOM RAIL W/ W/ 2-8D SPIRAL SHANK NAILS ROWLOCK BRICK DETAIL 4" POURED IN PLACE CONCRETE ON COMPACTED FILL 1 1 2 " 21 2 " 2'-" 1 1 2 " 11 2 " 2" /4" COVE MOULD 2X2 WOOD PICKETS; OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" Ø SPHERE /4" COVE MOULD 2X OVER HORIZONTAL 4" WIDE BOTTOM RAIL 5/4" X BASE 4" FACE BRICK ON 8" CMU CONCRETE WALL CAP STEPS TO GRADE BEYOND A PATIO DETAIL SCALE: 1" = 1'-0" REV: 7..17 0 1 2 4 5 A8 PORCH DETAILS

CHITECTURAL SHINGLES OVER DOUBLE 15# ROOFING FELT 7/16" PLYWOOD SHEATHNG MIN. R-0 INSULATION W/ 1" AIR SPACE 2X6 ROOF RAFTERS PER PLAN /4" X 7 1/4" FASCIA 10 1/2" PLYWOOD SHEATHING 2X4 CONTINUOUS TOP PLATE JULY CONTINUOUS GUTTER 2X BLOCKING /4" PLYWOOD SOFFIT 2X CONTINUOUS SOFFIT VENT 2X CONTINUOUS TOP PLATE 1'-0" 1/2" SHEETROCK FINISH HORIZONTAL LAPPED WOOD SIDING 2X2 DECORATIVE WOOD HEAD TRIM 5/4" X 6" WOOD HEAD FRAME -LITE GLASS TRANSOM WINDOW AIR AND WATER BRIER 1/2" SHEATHING MIN. R-1 BATT INSULATION 2X4 STUDS PER PLAN 1/2" SHEETROCK FINISH DOUBLE TOP PLATE AND BLOCKING 2X2 DECORATIVE WOOD HEAD TRIM 2X2 DECORATIVE WOOD HEAD TRIM WOOD TOP RAIL 5/4" X 6" WOOD HEAD FRAME NOTFOR CONSTRUCTION 1'-4" 2" 2" 4" 1'-0" WINDOW FRAME 4" WIDE WOOD TOP RAIL -LITE GLASS PANEL 5/4" X 6" WOOD HEAD TRIM BLIND STOP WOOD SASH TOP RAIL OUTER SASH W/ APPLIED MUNTINS 1x4 INTERIOR WOOD WINDOW TRIM STOP PTING BEAD 5/4" X 4" WOOD FRAME OUTER SASH W/ APPLIED WOOD MUNTINS; NUMBER OF MUNTINS DEPENDENT ON WINDOW WIDTH - SEE ELEVATIONS WOOD WINDOW STILES (EACH SIDE) 6'-8" 10" '-8" 6" 1'-4" 4" 1'-0" 4" 1'-0" 4" '-0" 4" WIDE WOOD STILE (EACH SIDE) 6" WIDE WOOD RAIL WEATHERSTRIPPING DECORATIVE RECESSED PANEL 4" WIDE WOOD STILE 5/4" X 4" WOOD FRAME (EACH SIDE) 10" WIDE WOOD BOTTOM RAIL (KICK PLATE OPTIONAL) WOOD SILL / THRESHOLD MEETING RAIL INNER SASH WOOD BOTTOM RAIL WOOD STOOL (SLOPE) DOUBLE SILL PLATE HORIZONTAL LAPPED WOOD SIDING AIR AND WATER BRIER 7/16" SHEATHING 2X4 FRAMING @ 16" O.C. MIN. R-1 BATT INSULATION 2X4 BOTTOM PLATE /4" T&G PLYWOOD W.F. OVER 2X10 FLOOR JOISTS PER PLAN W/ MIN. R-19 INSULATION DOUBLE 2X10 GIRDER 1x4 INTERIOR WOOD SILL 1x4 INTERIOR WOOD WINDOW TRIM 1/2" SHEETROCK FINISH BASE MOLDING FINISH FLOOR. A TYPICAL WINDOW DETAIL SCALE: 1" = 1'-0" WOOD MEETING RAIL WEATHERSTRIPPING INNER SASH WOOD BOTTOM RAIL WOOD SILL WOOD STOOL C FRONT DOOR DETAIL SCALE: 1 " = 1'-0" 2"X2" BOND TIMBER W/ () 16d NAIL (MIN) CLUSTER @ EACH JOIST RELOCATION 2X8 PRESSURE TREATED SILL PLATE W/ 1/2" ANCHOR BOLTS @ 72" O.C. " FROM CORNERS W/ 7" EMBEDMENT 9 GA. DUROWALL REINFORCEMENT @ 8" O.C. VERTICALLY (LAP 6") 4" FACE BRICK ON 8" CMU PIER (GROUTED SOLID PER CODE) 18" MIN. CLEANCE TERMITE TREATED SOIL 4" PERFORATED FOUNDATION DRAIN PIPE SET IN GRAVEL (TYP) 8" " MINIMUM CONTINUOUS CONCRETE FOOTING 000 PSI 1'-4" MINIMUM A9 NOTE: BOND PIER/CURTAIN WALL (STRUCTURAL TIES) MAX DISTANCE 16" VERTICAL W/ 8" BRICK MAX DISTANCE 24" HORIZONTAL W/ STRUCTURAL TIES B DETAILED WALL SECTION SCALE: 1" = 1'-0" 0 1 2 4 5 DETAILS

JULY MASTER BATHROOM SLVS WALK-IN CLOSET AC UNIT AC UNIT LAUNDRY D W STOOP MASTER BEDROOM NOTFOR CONSTRUCTION UP 16 RISERS PANTRY WALK-IN CLOSET DW KITCHEN LINEN HALLWAY POWDER BATHROOM WALK-IN CLOSET ATTIC ACCESS BEDROOM #2 BEDROOM # HALLWAY DOWN REFG DINING ROOM COAT PORCH DESK 6" PRE-FAB GAS FIREPLACE SHELVES SHELVES REV: 7..17 B SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" A FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 610 SF (HEATED) 40 SF (HEATED) 190 SF (PORCH) 0 2 4 6 8 10 16 20 A10 FLOOR PLANS