Historic District / Board of Architectural Review

Board of Architectural Review October 29th, 2024 Special Meeting at 6:00pm For additional information regarding this meeting please contact the Planning Department at 843.851.4214. All related documents for this meeting are available for review online and the meeting will be livestreamed via www.summervillesc.gov Old Business 1. 118 W Richardson Ave – Request for approval for exterior modification and painted signage TMS # 137-07-06-012 Miscellaneous: 1. N/A Adjourn: Agenda Posted: 10/23/2024  STAFF REPORT BAR Special Meeting October 29th,, 2024 To: Town of Summerville BAR From: Remy Clark, Planner II Date: 10/23/2024 GENERAL INFORMATION Applicant: GILBERT + LEE CONSTRUCTION LLC Owner: 118 W RICHARDSON LLC Requested Action: Final Approval Existing Zoning/Land Use: D-MX, Downtown Mixed-Use Location: 118 W Richardson Rating: 3 - Contributory Proposed Alterations: Request for approval for painting and signage Guideline Citation: 5.10 UNIVERSAL GUIDELINES FOR EXTERIOR WALLS - PAINTING 5.15 GUIDELINES FOR COMMERCIAL PROPERTIES Guideline 78 – Sign Placement Guideline 79 - Awnings UDO CHAPTER 10 – SIGNAGE UDO 10.4.3B – Wall Signs Initial Evaluation: Applicant is requesting approval to paint existing brick on property. While other brick buildings in the area are painted, these buildings were painted prior to the implementation of the Historic District Guidelines. The building is not a standalone building and is connected to buildings with unpainted masonry. Proposed signage meets requirements per UDO, but  requires BAR approval since it will be painted on the building. Evaluation for Special Meeting 10/29/24: Applicant has engaged Nawkaw regarding masonry restoration per the Board’s request. Per applicant, Nawkaw has confirmed that restoration work can be completed. Applicant has provided updated exhibits showing new proposed signage and awning against the unpainted masonry. Applicant has stated preference for painted letters for signage. Proposed signage meets requirements of UDO. Applicant will need to confirm that proposed awning will be mounted through mortar joints prior to issuance of a permit. V-1 SITE CONDITIONS  1 2 3 4 5 6 7 8 9 10 GENERAL EXTERIOR NOTES 1. CONTROL JOINTS SHOULD BE SPACED AT A MAXIMUM OF 25' APART AND 12'-0" FROM CORNERS. PLACE CONTROL JOINTS AT ALL CORBEL BRICK CHANGES AND AS SHOWN ON THE ELEVATIONS. MASON TO REVIEW AND ADVISE IF ADDITIONAL LOCATIONS ARE REQUIRED. H 2. BRICK SIZE IS UTILITY U.N.O. 3. BUILDING NUMBER TO BE METAL NUMBERS INSTALLED FLUSH TO BUILDING FACE. LOCATION TBD IN COORDINATION WITH OWNER. LEGEND NEW WALL EXIST. WALL CJ NEW PREFINISHED 6" ALUM. BOX GUTTER AND DOWNSPOUTS NEW STUCCO COAT ON EXISTING CMU WALL CONTROL JOINT NEW PREFINISHED 6" ALUM. BOX GUTTER AND DOWNSPOUTS NEW STUCCO COATED EXTERIOR WALL PRE-ENGINEERED METAL CANOPY- SEE F4/A.102 T.O. PARAPET 17' - 0" CEILING 4591 Durant Avenue G 8' - 0" 15' - 4" North Charleston, SC 29405 843.834.2677 www.red-ironarchitects.com 8' - 0" F.F.E. 0' - 0" F F1 NORTH ELEVATION AT ALLEY A2.00 3/16" = 1'-0" E REPAIR / REPOINT EXISTING BRICK NEW PREFINISHED ALUM COPING NEW PREFINISHED ALUM COPING T.O. PARAPET 17' - 0" CEILING 15' - 4" 118 WEST RICHARDSON AVE 118 W Richardson Ave D SUMMERVILLE, SC 29483 F.F.E. 0' - 0" REUSE VENEER BRICK AT DEMO'D ENTRY RETURN TO INFILL FACE OF ELEVATION BELOW NEW STOREFRONT GLASS BLOCK WALL TO REMAIN 23' - 9 1/2" C # DESCRIPTION DATE C1 WEST RICHARDSON AVENUE ELEVATION A2.00 3/16" = 1'-0" REPAIR / REPOINT EXISTING BRICK NEW PREFINISHED ALUM COPING ALL DESIGNS, DRAWINGS, AND SPECIFICATIONS DEPICTED ON THIS INFILL EXISTING OPENINGS SHEET ARE PROPERTY OF RED IRON ARCHITECTS, LLC. ANY T.O. PARAPET UNAUTHORIZED USE IS SUBJECT TO LEGAL PROSECUTION. POSSESSION IN ANY FORM CONSTITUTES ACCEPTANCE OF THESE 17' - 0" CONDITIONS. B RED IRON ARCHITECTS, LLC. COPYRIGHT © 2022 CEILING APPROVED FOR CONSTRUCTION 15' - 4" RENOVATIONS TO EXISTING SHELL BUILDING 7' - 10 1/2" EXTERIOR ELEVATIONS Project Number: 23088 2' - 2" Date: 02/13/2024 A F.F.E. 0' - 0" Drawn By: Author 3/4/2024 2:21:41 PM A1 A2.00 CENTRAL AVENUE ELEVATION 3/16" = 1'-0" A2.00 1 2 3 4 5 6 7 8 9 10  SOUTH C A OF R O TE LI S TA BENJAMIN NA NOVOSEL FORT THOMAS, KY SIGNAGE CALCULATIONS AR.11476 RE T 1) W RICHARDSON FACADE G EC S I IT WALL AREA: 532 SQ. FT. TE R E D ARC H PROPOSED WALL SIGN AREA: 47 SQ. FT. / 532 = 8.8% PROPOSED BLADE SIGN FACE* AREA: 5 SQ. FT. / 532 = 1% TOTAL FACADE PROPOSED SIGN AREA = 9.8% SOUTH C A 2) CENTRAL AVENUE FACADE OF R O TE LI WALL AREA: 1349 SQ. FT. PROPOSED WALL SIGN AREA: 47 SQ. FT. / 1349 = 3.5% S TA INSOMNIA NA DESIGN, LLC PROPOSED BLADE SIGN FACE* AREA: 5 SQ. FT. / 1349 = 0.4% FORT THOMAS, KY TOTAL FACADE PROPOSED SIGN AREA = 3.9% NO. 102031 S RE CT * NOTE: BLADE SIGN AREA CALCULATED BASED ON 30" DIAMETER FACE G ST I E ER IT ED A R C H FIELD OF SIGN AREA PAINTED BLUE 118 W Richardson Ave. LETTERING PAINTED WHITE Summerville, SC 29483 B e l l y NATURAL WOOD-LOOK COMPOSITE FRAME FASTENED TO BUILDING MASONRY NEW GOOSENECK LIGHTS EXISTING BRICK BUILDING TO BE PAINTED WHITE, TYP. 45 DEG. BLADE SIGN WITH LOGO SPOT LIGHT TO SHINE UP ON BLADE SIGN 312" 2'-0" 312" BISCUITS, BRUNCH & BOOZE 3 West Richardson Mock-up B i s c u i t A1.0 312" 17'-6"± ALIGN OUTSIDE OF FRAME WITH MASONRY OPENING BELOW 312" 17'-0" BUILDING HEIGHT 31'-312" BISCUIT BELLY FRONTAGE ALONG W RICHARDSON PORTION OF BUILDING VIEWED ON ANGLE CL DEMISING WALL 1 West Richardson Elevation A1.0 scale: 1/4" = 1'-0" FIELD OF SIGN AREA PAINTED BLUE LETTERING PAINTED WHITE NATURAL WOOD-LOOK COMPOSITE FRAME FASTENED TO BUILDING MASONRY DESIGN Central Avenue Mock-up 45 DEG. BLADE SIGN WITH LOGO NEW GOOSENECK LIGHTS 4 SPOT LIGHT TO SHINE UP ON BLADE SIGN EXISTING BRICK BUILDING TO BE PAINTED WHITE, TYP. A1.0 312" 2'-0" BISCUITS, BRUNCH & BOOZE 312" 312" 17'-6"± ALIGN OUTSIDE OF FRAME WITH MASONRY OPENING BELOW 312" © insomnia design 2024 04 September 2024 PORTION OF BUILDING VIEWED ON ANGLE 79'-41 4" BISCUIT BELLY FRONTAGE ALONG CENTRAL AVENUE elevations with signage exterior elevations 2 Central Avenue Elevation A1.0 A1.0 scale: 1/4" = 1'-0" 0' 2' 4' 8' 16'