Loading...
HomeMy WebLinkAbout3. 108 North Main Street_COA 2023-0703HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: July 12, 2023 Application Number: 2023-0703 Property Location: 108 North Main Street Architectural Style/Date/Architect or Builder: Neo-Classical / 1910 / Solon Beman and H.G. Christman, Builder Property Owner: JMS Development, LLC Landmark or District Designation: Local Historic Landmark, or- dinance #8915-1998 Rating: Outstanding DESCRIPTION OF STRUCTURE/ SITE: 2 story square plan on molded concrete block with aluminum siding of wood clapboard. 1/1 double hung windows with aluminum storm windows. 12 light picture window in partially enclosed front porch. Single story addition on rear. Asphalt shingle hip gable roof with hip gable dormer. John Mohler Studebaker built this eight story Neo-Classical style office structure in 1910. The façade is comprised of six bays to the west and three to the south and is covered with white terra cotta classical detailing. It is also clearly divided into three registers that are separated by strong projecting and intervening cornices. The bottom of each cornice is punctuated by volutes and honeysuckle designs placed between each bay. The middle of the structure is articulated with a three bay system, which continues to the second intervening cor- nice, once again embellished with classical detailing. The top floor is further distinguished by the use of arched bays, which are topped by elaborate egg and dart molding. The overall decorative detail of the structure tends to reflect the impact of the Colombian Exposition of which the architect, Solon S. Beman, was a major participant. However, the frank expression of the steel frame links the building to the Chicago School of skyscraper construc- tion. The building has a flat roof with robust projecting cornices that have egg and dart molding and decorated voluted brackets. The upper floor windows are 1/1 double hung with simple decorated spandrels, except for the eighth floor. ALTERATIONS: RME 2018-1130 allowed for the construction of fencing enclosing the parking area on north side of structure. COA 2018-0628 allowed for the installation of signage on the north elevation. COA 2016-0705A approved replacement of the non-original storefronts at ground floor with new aluminum windows and sill flashing and 7 door openings with standard hardware. Vinyl/aluminum windows have been replaced with an historically appropriate Quaker style aluminum that restored all full original window openings, including arched heads. Further approvals with COA 2016-0705A include: awnings, in-kind; close up windows behind elevator core; masonry res- toration, in-kind; remove skylights; install stair tower and trash chute near center of north façade, all finished in EIFS. COA 2016-0801A approved removal of “JMS Building” sign on the north facade (although sign will remain installed to reflect the historic name and nature of building), and installation of Centier blade sign, Centier sign on north elevation, and Studebaker Lofts sign on west elevation. APPLICATION ITEMS: “Removing an existing aluminum storefront 3070 door and replacing with storefront windows to match adjacent storefront windows. Removing (1) section of storefront glass and replacing with insu- lated metal panels where the new ATM would go.” DESCRIPTION OF PROPOSED PROJECT: The applicant has requested approval to: Modify an existing ‘bay’ of the west façade ground floor to include the removal of existing windows and pedestrian door and their replacement with panels and an automated teller machine (ATM). HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Existing door/window configuration installed in 2016 with COA 2016-0705A. STANDARDS AND GUIDELINES: “GROUP B” Standards Preservation Standards for local historic landmarks are used by the Historic Preservation Commission whenever exterior changes are proposed for officially designated structures. Review is required when proposed plans for building and development indicate the architectural character of the landmark will be changed, i.e., review is required for any project that affects the exterior of the build- ing, site, outbuildings, grounds and landscaping. These standards are an extension of the present Ordinance #5567-73 and #54A-973 already adopted to implement a comprehensive program of historic preservation. The present historic preservation ordinances empower the Commission to issue or deny a Certificate of Appropriateness prior to the construction, reconstruction, alteration, demolition, or moving of any landmark. The ordinance also gives the Commission the pow- er to establish reasonable and just standards for the preservation of historic landmarks, including architectural treatment, site devel- opment and maintenance provisions, providing that the standards are in keeping with the intent of the ordinance and that the stand- ards apply only to the exterior features of the historic landmark. These standards guide the commission in their review of Certifi- cates of Appropriateness. The two major conditions under which change will occur are maintenance or improvement and the demolition of an existing land- mark. The Historic Preservation Commission has established two levels of preservation standards—Group A and Group B. Group A stand- ards are the more comprehensive of the two and require that the original character of the building be maintained or restored. Group B (your Standards) require that the building be maintained as is and, if possible, returned to the original. One of these levels will be selected at the time of designation. Both require a Certificate of Appropriateness before the construction, reconstruction, alteration, demolition, or moving of any landmark structure or site. The property owner is responsible for furnishing the Commission with a complete description of the proposed changes. This infor- mation may be plans, elevations, specifications, photographs, or other means to accurately describe the project. When an application is being reviewed, it will be the responsibility of the applicant to demonstrate that the new work is compatible. Dൾൿංඇංඍංඈඇඌ Shall—Defined as an expression of something that is mandatory or must be done. Should—Defined as an expression of obligation, something that ought to be done but that is open to compromise. Required—Defined as work which shall be done in a restoration or rehabilitation project in order to restore or maintain the original or existing character of the structure or site. Recommended—Defined as work which should be done to help restore or maintain the original or existing character of the structure or site. Prohibited—Defined as work which shall not be permitted in a restoration or rehabilitation project because it may have a negative impact on the original or existing character of the structure or site. Gඋඈඎඉ B Sඍൺඇൽൺඋൽඌ The Commission has the authority to determine the architectural merits and the extent of any proposed treatment, renovation, or ad- dition to a historic landmark. The commission will require drawings, plans, specifications, and/or samples where appropriate. Maintenance The maintenance of any historical structure or site shall in no way involve any direct physical change except for the general cleaning and upkeep of the landmark. The Commission shall encourage the proper maintenance of all structure or sites (appendix A: Mini- mum Maintenance Standards). Treatment HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Treatment shall be defined as any change of surface materials that will not alter the style or original form. Such improve- ments include re-roofing, glazing, or landscaping lawns and may involve a change that can potentially enhance or detract from the character of the landmark. A treatment change of any surface whether on the landmark or in its environment may require a Certificate of Appropriateness if it significantly alters the appearance of the landmark. Although these kinds of changes may not require a Building Permit, a Certificate of Appropriateness may be necessary. The commission should re- view the proposed treatment for character and style consistency with the original surfaces. C. Renovation and Additions Renovation is the modification of a structure, which does not alter the general massing while an addition, is a change in mass. A modification, which involves the removal of a part of the landmark, should be considered under demolition (see demoli- tion). Additions to landmarks should not detract from the original form and unity of the landmark and should not cover singular examples of architectural detail. Additions to landmarks should be added in a manner that does not disrupt the visible unity of overall appearance of the site. The proportions, materials and ratios of the existing structures should be carried through in the additions. Care should be taken not to change or alter the following: 1. Structure—–Necessary structural improvements, where safety demands should be accomplished in such a way as to cause minimal visual change to the original style and construction. 2. Material—Additions and improvements involving any new material in the landmark should be of the same mate- rial as the original. It should be the same size and texture. An alternative material may be allowed if it duplicates the origi- nal. a. wood—all wood trim should conform with existing trim in shape and size. b. siding materials—the Commission discourages the covering or alteration of original materials with additional siding. Structures already sided with incompatible materials should be returned to a siding similar to the original when renovation is considered. D. Demolition Historic landmarks shall not be demolished. When a landmark poses a threat to the public safety, and demolition is the only alterna- tive, documentation by way of photographs, measured drawings, or other descriptive methods should be made of both the exterior and interior of the landmark. The person or agency responsible for demolition of the landmark shall be responsible for this docu- mentation. E. Moving The moving of landmarks is discouraged, however, moving is preferred to demolition. When moving is necessary, the owner of the landmark must apply to the Commission for a Certificate of Appropriateness. F. Signs No neon or flashing signs will be permitted unless they are original to the structure. Billboards and super-graphics will also be disal- lowed. Only one appropriate identifying sign will be permitted per business. G. Building Site and Landscaping (These standards apply to both A and B) 1. Required Major landscaping items, trees, fencing, walkways, private yard lights, signs (house numbers) and benches which reflect the proper- ty’s history and development shall be retained. Dominant land contours shall be retained. Structures such as: gazebos, patio decks, fixed barbecue pits, swimming pools, tennis courts, green houses, new walls, fountains, fixed garden furniture, trellises, and other similar structures shall be compatible to the historic character of the site and neighborhood and inconspicuous when viewed from a public way. 2. Recommended New site work should be based upon actual knowledge of the past appearance of the property found in photographs, drawings, and newspapers. Plant materials and trees in close proximity to the building that are causing deterioration to the buildings historic fabric should be removed. However, trees and plant materials that must be removed should be immediately replaced by suitable flora. Front yard areas should not be fenced except in cases where historic documentation would indicate such fencing appropriate. HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Fencing should be in character with the buildings style, materials, and scale. 3. Prohibited No changes may be made to the appearance of the site by removing major landscaping items, trees, fencing, walkways, outbuildings, and other elements before evaluating their importance to the property’s history and development. Front yard areas shall not be trans- formed into parking lots nor paved nor blacktopped. The installation of unsightly devices such as TV reception dishes and solar col- lectors shall not be permitted in areas where they can be viewed from public thoroughfares. SITE VISIT REPORT: N/A STAFF RECOMMENDATION: Staff recommends approval. Prepared by Adam Toering, Historic Preservation Administrator HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov MAP OF THE AREA — Google Maps view of the subject area. SATELLITE/SANBORN IMAGERY — Sanorn Maps:1917, 1945, 1960, imagery from 2021. HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov IMAGERY — West Facade HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov IMAGERY — West Facade HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov IMAGERY — West Façade, project area. From: To:Adam Toering Cc:Isaiah Evans; Ross Van Overberghe Subject:RE: 108 N. Main St., South Bend - JMS Building Date:Tuesday, July 11, 2023 5:01:36 PM Attachments:Exhibit A.pdf Exhibit B.pdf Exhibit C.pdf Exhibit D.pdf Hi Adam and Ross, 1. Sounds great thank you! 2. I believe I should be available to meet next Monday night. I have never presented before. Do I need to bring anything? Or just come ready to explain the project? Other Items: 1. Written description of the project: a. We will be removing the exterior man door and smaller adjacent exterior windows, and replacing with new framing to match the rest of the Aluminum framing. b. We will replace (5) glass panels with Mapes Architectural Panels in a color TBD. See Exhibit “C” for product information, and Exhibit “D” or locations of Mapes Panels. 2. Photographs of the facades: a. Existing: Exhibit “A” b. New Look: Exhibit “B” 3. Specification of materials: a. Exhibit “C” 4. Renderings of the proposed completed appearance: a. I don’t have this at this time. It will just look the same as a normal window, but blacked out so you can’t see through, so that the ATM can be on the other side of this wall. Thanks! Jon From: Adam Toering <atoering@southbendin.gov> Sent: Tuesday, July 11, 2023 2:21 PM To: Jon Brown < Cc: Isaiah Evans < ; Ross Van Overberghe <rvoverber@southbendin.gov> Subject: RE: 108 N. Main St., South Bend - JMS Building Caution: External Email Jon, MAPES-R+™ MAXIMIZE THERMAL PERFORMANCE Mapes-R+ Rabbet Edge Panels are designed to easily fit into any standard glazing pocket. This panel can increase R-Value by up to 500% without modifying your existing frame. Available in any architectural finish, Mapes-R+ is the smart panel solution for your next project. For more details, please visit mapes.com MAPES-R+™ TECHNICAL DATA FEATURES • Fits into any standard glazing pocket (including ¼” retrofits) • Can increase R-value by up to 500% • Available up to 6” thick • Eliminate backpans and additional insulation – Reduces field labor costs • Suitable for “zero-energy” buildings APPLICATIONS • Curtain Walls • Windows • Storefronts • Spandrel Areas • Passive Solar Control MAPES ARCHITECTURAL PANELS 2929 Cornhusker Hwy, Lincoln, NE 68504 Phone: 800-228-2391 Fax: 800-737-6756 mapes.com 8-PLY MAPES-R+ TYPICAL CROSS SECTION Insulating Core Exterior Skin Intermediate Skin Substrate Intermediate Substrate Additional Core Interior Skin Substrate STANDARD KYNAR ON ALUMINUM (AAMA 2605) STANDARD METALLIC KYNAR Premium upcharge applies. COLORLUME (E) (AAMA 2603) Polyester Baked Enamel on Embossed Aluminum 48” & 60” WIDTH ANODIZED ALUMINUM • 48” or 60” Width • Smooth or Embossed • Also Available in: Champagne, Light Bronze, Medium Bronze, Extra Dark Bronze, or Black Patina Green A11 Dover White A30 Quaker Bronze A13 Extra Dark Bronze Clear Dark Bronze Subdued Gray Solar Gray Subdued Bronze Evergreen Black Blue Warm Gray Dark Bronze Hunter Green Award Blue Terra Cotta Zinc Sandstone Aged Copper Bone White Teal Arcadia Green Matte Black Cardinal Red Silver Almond Champagne Colonial White Hemlock Green Military Blue Dark Bronze Colonial Red Copper Penny Slate Gray Weathered Zinc Forest Green Charcoal Medium Bronze Midnight Bronze Dark Bronze Metallic Cityscape Hartford Green Interstate Blue Mansard Brown Musket Gray Granite Evergreen Slate Blue Burgundy Sierra Tan Stone White • Standard Width 48” (Also Available in 60”) • Custom Colors Available • Also Available on Steel • Smooth or Embossed SPANDREL GLASS EXTERIOR • Custom Colors Upon Request • 1/4” tempered glass with ceramic frit on the #2 surface 48” WIDTH ONLY Colors shown are as accurate as possible, but may vary from actual color. Contact Mapes for physical samples. Colors shown are as accurate as possible, but may vary from actual color. Contact Mapes for physical samples. A5-001 15 A2-001 A3-001 A3-001 A A5-001 _23 A4-001 1 3 4 2 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER A 25 DRAWING INDEX DRAWING SYMBOLS GENERAL PROJECT NOTES PROJECT LOCATION APPLICABLE PROJECT CODES SECTION NUMBER ELEVATION SYMBOLS DETAIL NUMBER EXTERIOR INTERIOR ELEVATION NUMBER SHEET REFERENCE (TYPICAL) SECTION SYMBOL ELEVATION NUMBER CROSS - SECTION SYMBOL CROSS -SECTION LETTER DETAIL SYMBOL SHEET REFERENCE PROJECT TEAMCODE SUMMARY ALL DRAWINGS, DETAILS, CONTRACT, GENERAL AND RELATED DOCUMENTS ISSUED AS THE CONTRACT DOCUMENTS ARE INTENDED, TAKEN AND INTERPRETED AS A SINGULAR WHOLE BODY OF WORK. ALL CONTRACTORS, REGARDLESS OF THEIR SKILL SET OR DISCIPLINE, SHALL BE RESPONSIBLE FOR THE FULL SET OF THE CONTRACT DOCUMENTS. ALL CONTRACTORS SHALL BE LICENSED, BONDED, AND INSURED BY THE STATE OF INDIANA, TO PERFORM THE SCOPE OF WORK FOR WHICH THEY ARE CONTRACTED. THE CONTRACTOR'S LICENSE SHALL BE CONSISTENT WITH THE TYPE OF WORK THEY ARE PERFORMING, WHERE REQUIRED BY LOCAL GOVERNING BODY. ALL CONTRACTORS ARE REQUIRED TO FULLY COMPLY WITH STATE & LOCAL CODES AND REGULATIONS. DO NOT SCALE DRAWINGS, IF CLARIFICATION IS REQUIRED, CONSULT ARCHITECT OR ENGINEER. ALL CONTRACTORS AGREE TO PERFORM THE WORK IN A SAFE AND PROPER MANNER AS TO COMPLY WITH ALL LAWS AND ORDINANCES REFERRING TO SUCH WORK, AND WILL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT, AND ENGINEER AGAINST ALL CLAIMS, PENALTIES, DAMAGES OR LEGAL ACTIONS FOR BREACH OF THIS PROVISION. PRIOR TO THE START OF CONSTRUCTION AND THROUGHOUT THE DURATION OF THIS PROJECT FROM BEGINNING TO COMPLETION, ALL CONTRACTORS ARE RESPONSIBLE FOR MAINTAINING A SAFE WORKING ENVIRONMENT AND FOR PROTECTING THE OWNER'S PROPERTY BOTH ON SITE AND IN THE BUILDING, INCLUDING BUT NOT LIMITED TO FURNISHINGS, FURNITURE AND EQUIPMENT. ALL CONTRACTORS AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND/OR RUBBISH CAUSED BY ITS EMPLOYEES OR WORK. AT THE COMPLETION OF EACH DAY OF WORK, THE CONTRACTOR SHALL REMOVE THEIR RUBBISH AND DEBRIS FROM THE JOB SITE AND DISPOSE OF IN A PROPER MANNER. VERIFY DUMPSTER LOCATION WITH OWNER PRIOR TO STARTING ANY DEMOLITION WORK. THE EXISTING BUILDING WILL BE OCCUPIED DURING RENOVATION AND CONSTRUCTION ACTIVITIES. ALL CONTRACTORS ARE RESPONSIBLE FOR PROVIDING AND MAINTAINING A WORKSITE THAT IS SAFE AND THAT PROTECTS THE PUBLIC, THE STAFF, AND ANY OTHER NON- CONTRACTORS FROM HARM DURING ANY CONSTRUCTION ACTIVITIES. VISUALLY FIELD VERIFY ALL SITE CONDITIONS PRIOR TO COMMENCING WITH WORK. NOTIFY THE ARCHITECT IF THERE ARE ANY MAJOR DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING FIELD CONDITIONS. IF DISCREPANCIES ARE IDENTIFIED AS PART OF THE CONSTRUCTION WHICH WILL IMPACT THE NATURE OR THE INTENT OF THE DRAWINGS, NOTIFY THE ARCHITECT. HOLD ALL DIMENSIONS INDICATED AS CRITICAL OR CLEAR. DIMENSIONS WHICH ARE INDICATED WITH A (+/-) MAY VARY AS MUCH AS 3" IN EITHER DIRECTION. NOTIFY ARCHITECT IF VARIATION IS GREATER THAN 3". COORDINATION OF VARIOUS TRADES IS MANDATORY. ALL CONTRACTORS SHALL CROSS REFERENCE THE ENTIRE SET OF DRAWINGS AND CONFIRM THAT ALL REQUIRED WORKMANSHIP, MATERIALS, EQUIPMENT ETC, IS ACCOUNTED FOR. IT IS THE EVERY CONTRACTORS RESPONSIBILITY TO PROVIDE A FULLY FUNCTIONING SYSTEM AND COMPLETE PRODUCT. THE GENERAL CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS, APPROVALS AND INSPECTIONS. PROJECT DESCRIPTION 6/7/2023 10:31:20 AMTITLE SHEET T0-01CENTIER BANK - SOUTH BENDPERMIT SET FORSRF SRF CAG XX-00 6-6-23 SOUTH BEND, INDIANAPERMIT SET FOR CENTIER BANK -SOUTH BEND SOUTH BEND, INDIANA 6-6-23 CREATIVE DESIGN SOLUTIONS, Inc. 224. W. JEFFERSON BLVD. SUITE 100 SOUTH BEND, IN 46601 ATTN: SEAN FREDERICK CELL: 574-643-7567 EMAIL: SRF@CREATIVEDESIGNINC.COM SHEET NUMBER SHEET NAME T0-01 TITLE SHEET LS-01 LIFE SAFETY PLAN A0-01 DEMOLITION PLAN A1-01 FLOOR PLAN A1-02 REFLECTED CEILING PLAN A2-01 EXTERIOR ELEVATIONS A4-01 FINISH PLAN A4-02 ENLARGED RESTROOM PLANS A4-03 INTERIOR ELEVATIONS P1-01 PLUMBING PLAN M1-01 MECHANICAL FLOOR PLAN E1-01 ELECTRICAL POWER PLAN E1-02 ELECRICAL LIGHTING PLAN A. OCCUPANCY CLASSIFICATION: C. BUILDING AREA: D. BUILDING HEIGHT: B. CONSTRUCTION TYPE: STORIES ALLOWABLE ACTUAL E. BUILDING SPRINKLERED 2 B F. REQUIRED RATINGS: STRUCTURE 0 0 0 0 0 CORRIDORS 1 BEARING WALLS NON BEARING WALLS ROOF FLOOR SHAFTS FURNACE/BOILER NA STORAGE < 100 SF 1 2060 SFEXISTING BUILDING 1 TYPE 5-B NA SEPARATION OF OCCUPANCIES NA YES CONTRACTOR: OWNER: ARCHITECT: THIS PROJECT CONSISTS OF INTERIOR REMODEL OF VACANT TENANT SPACE AND JOINING TO EXISTING TENANT SPACE. CENTIER BANK 108 N. MAIN ST SOUTH BEND, IN 46601 ATTN: PHONE: EMAIL THIS PROJECT IS DESIGNED TO BE CONSTRUCTED IN CONFORMANCE WITH THE FOLLOWING CODES. CHAPTER 11 - ACCESSIBILITY MECHANICAL CODE ELECTRICAL CODE ADMINISTRATIVE RULES GENERAL ADMINISTRATIVE RULES (GAR) PLUMBING CODE HANDICAP ACCESSIBILITY CODE ENERGY CODE - 675 IAC 19-3 FUEL GAS CODE CONSERVATION CODE (IECC) - 2012 INTERNATIONAL FIRE CODE 2014 INDIANA BUILDING CODE - 675 IAC 13-2.5-12 CHAPTER 11 2009 INDIANA ELECTRICAL CODE (IEC) - 2008 NFPA 70 2010 INDIANA ENERGY - ASHRAE 90.1 2007 BUILDING CODE - 675 IAC 12 FIRE CODE 2012 INDIANA PLUMBING CODE (IPC) - 2006 INTERNATIONAL PLUMBING CODE - 675 IAC 16-1.4 BUILDING REHABILITATION STANDARD INDIANA BUILDING REHABILITATION STANDARD - 675 IAC 12-8 2014 INDIANA BUILDING CODE (IBC) - 2012 INTERNATIONAL BUILDING CODE ANSI A117.1-2009 - 675 IAC 13-2.6 2014 INDIANA MECHANICAL CODE (IMC) - 2012 INTERNATIONAL MECHANICAL CODE - 675 IAC 18-1.6 - 675 IAC 17-1.8 2014 INDIANA FIRE CODE (IFC) - 675 IAC 22-2.5 INDIANA FUEL GAS CODE, 2014 EDITION - 2012 INTERNATIONAL FUEL GAS CODE - 675 IAC 25-3 CRESSY COMMERCIAL REAL ESTATE 4100 EDISON LAKES PARKWAY, SUITE 350 MISHAWAKA, IN 46515 ATTN: PHONE: EMAIL: PROJECT LOCATION 700 SFTENANT AREA EXIT 18' 18' 52' 1 1 2 TENANT SPACE NO WORK IN THIS AREA 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:20 AMLIFE SAFETY PLAN LS-01CENTIER BANK - SOUTH BENDPERMIT SET FORGAH SRF ASR XX-00 6-6-23 SOUTH BEND, INDIANA1/4" = 1'-0" 1 LIFE SAFETY PLAN GENERAL NOTES • SPACE IS SPRINKLED. • OCCUPANCY IS LESS THAN 12 PEOOPLE. • ONE EXIT REQUIRED. KEYNOTES 1. EMERGENCY EGRESS LIGHT WITH BATTERY BACK UP. 2. EXIT/ EMERGENCY LIGHT WITH BATTERY BACK UP. 2 22 2 2 2 17 2 2 5 5 4 6 7 8 3 3 3 1 1 3 3 2 14 14 12 9 2 11 10 13 13 15 14 15 13 15 14 16 3 2 1 1 4 4 18 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:20 AMDEMOLITION PLAN A0-01CENTIER BANK - SOUTH BENDPERMIT SET FORChecker SRF Author XX-00 6-6-23 SOUTH BEND, INDIANA1/4" = 1'-0" 1 DEMOLITION PLAN GENERAL NOTES KEYNOTES 1. REMOVE DOOR, FRAME, GLASS SLIDELITE AND HARDWARE. 2. REMOVE WALL IN ITS ENTIRELY. 3. REMOVE COUNTERTOP AND CASEWORK. 4. REMOVE PLUMBING FIXTURE AND CAP OFF PLUMBING LINES. 5. REMOVE ATM AND CASH MACHINE AND SALVAGE FOR REUSE. 6. REMOVE VAULT AND SALVAGE FOR RELOCATION. 7. REMOVE GLASS DOOR FROM CURTAIN WALL SYSTEM. 8. REMOVE PORTION OF CURTAIN WALL SYSTEM FOR NEW OPENING OF ATM MACHINE. 9. REMOVE DUCT WORK/ CHASE. 10. REMOVE VANITY/ SINK AND PREPARE FOR NEW FIXTURE. 11. REMOVE WOOD SHLVES AND WALL AND PREPARE SPACE FOR NEW TOILET. 12. REMOVE PLUMBING DRAIN AND SUPPLY TO BELOW FLOOR LINE. 13. REMOVE SHELVING BRACKETS AND STANDARDS AND SALVAGE FOR NEW INSTALL PER OWNER. 14. REMOVE CARPET AND BASE IN THIS AREA AND PREP FLOOR FOR NEW FINISHES. 15. REMOVE CEILING IN THIS ROOM. 16. UPPER WALL/ BULKHEAD TO REMAIN. 17. LEAVE UPPER PORTION OF WALL TO SERVICE AS BULKHEAD. 18. REMOVE PORTION OF DOOR FOR NEW INSTALLATION OF DOOR. 1 HOUR FIRE RATED WALL EXISTING CONSTRUCTION NEW CONSTRUCTION LEGEND 2 HOUR FIRE RATED WALL EXISTING DOOR NEW DOOR TENANT SPACE NO WORK IN THIS AREA VESTIBULE VAULT ROOM OFFICE OFFICE OFFICE OFFICE OFFICE BREAK ROOM ATM ROOM ADA RESTROOM 10' - 7 7/8"13' - 11"11' - 0"10' - 8 1/8"8' - 3 1/4"9' - 8 1/8"13' - 8"13' - 6 1/4" 7' - 11 3/4" +/- 15' - 7 1/2"4' - 2 1/2" 5' - 9 3/4" A4-03 2 100 101 102 103 104105106 A4-03 4 3 A2-01 1 A4-02 4 3 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 4 6 9 9 6 6 6 5 3 3 3 7 8 9 8 8 8 A4-03 1 1 10 10 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:21 AMFLOOR PLAN A1-01CENTIER BANK - SOUTH BENDPERMIT SET FORSRF SRF CAG XX-00 6-6-23 SOUTH BEND, INDIANAKEYNOTES A. DO NOT SCALE DRAWINGS. ASK ARCHITECT FOR MISSING DIMENSIONS OR TO COORDINATE DISCREPANCIES. B. GYPSUM BOARD FINISH LEVEL 4 U.N.O. PROVIDE CONTROL JOINTS IN GYPSUM BOARD AS REQUIRED PER MANUFACTURER AND INDUSTRY STANDARDS. C. PROVIDE ALL BLOCKING AS NECESSARY FOR WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING FIRE EXTINGUISHER, TOILET ACCESSORIES, BLINDS, FURNITURE SYSTEMS, ETC. D. DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS NOTED OTHERWISE. NOTIFY ARCHITECT OF ANY DISCREPANCIES. E. ALL WALLS TO EXTEND TO UNDERSIDE OF TRUSSES ABOVE. UTILIZE DEFLECTION TRACK CONNECTION UNLESS NOTED OTHERWISE. F. SEAL ALL WALLS TOP AND BOTTOM WITH ACOUSTICAL SEALANT. SEAL ALL OTHER PENETRATIONS SUCH AS CONDUITS, DUCTS, PIPES, ETC. WITH SEALANT. AT FIRE RATED CONSTRUCTION SEAL WITH APPROPRIATE FIRE SEALANT. G. DO NOT INSTALL RECEPTACLE BOXES BACK TO BACK IN WALLS. CONTINUE AT LEAST ONE (1) LAYER OF SOUND BATT BEHIND EACH RECEPTACLE AND OTHER RECESSED ITEMS. H. ALL PAINTED FINISH SHALL BE ONE (1) COAT PRIME AND TWO (2) COATS FINISH UNLESS NOTED OTHERWISE. I. COORDINATE FULL SCOPE OF NEW WORK WITH FULL SET OF CONSTRUCTION DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. J. WHERE THE DOOR FRAMES IS NOT DIMENSIONALLY LOCATED IN A WALL, LOCATE FRAME 4" FROM ADJACENT FINISHED WALL. APPLY PROPER DOOR CLEARANCE FOR MOST STRINGENT ACCESSIBILITY CODE. K. ALL GLASS WITHIN 18" ABOVE FINISHED FLOOR/GRADE, ADJACENT TO, OR IN DOORS SHALL BE TEMPERED SAFETY GLASS AS REQUIRED BY CODE. L. PROVIDE "J" TRIM AND CAULK AT ALL GYPSUM BOARD EDGES ADJACENT TO DISSIMILAR MATERIALS, PAINT TO MATCH WALL. M. PROVIDE AND PAINT "J" TRIM AT ALL EXPOSED GYPSUM BOARD EDGES. GENERAL NOTES 1. 3 5/8" METAL STUD WALL WITH DRYWALL BOTH SIDES AND SOUND ATTENUATION. 2. NEW 3'-0" WOOD DOOR WITH HOLLOW METAL FRAME. 3. NEW PLASTIC LAMINATE CASEWORK. 4. RELOCATED ATM MACHINE. REFER TO EXTERIOR ELEVATION FOR STOREFRONT MODIFICATIONS. 5. RELOCATED VAULT. 6. WHERE WALL BUTTS UP TO GLASS OR FRAME, INSTALL NEOPREME GASKET AND BREAK METAL TRIM. 7. NEW FULL HEIGHT TENANT DEMISING WALL. 8. INSTALL NEW DRYWALL OVER EXISTING SUBSTRATE. 9. PATCH WALL WHER WALL WAS REMOVED OR HOLE/ DAMAGE HAS OCCURED. 10. REINSTALL DOOR. 1/4" = 1'-0" 1 FLOOR PLAN 2x2 LIGHT FIXTURE, REFER TO ELECTRICAL 2x4 LIGHT FIXTURE, REFER TO ELECTRICAL LIGHT FIXTURE, REFER TO ELECTRICAL RECESSED CAN LIGHT FIXTURE, REFER TO ELECTRICAL SURFACE MOUNTED LIGHT FIXTURE, REFER TO ELECTRICAL SUPPLY DIFFUSER, REFER TO MECHANICAL RETURN DIFFUSER, REFER TO MECHANICAL SUSPENDED ACOUSTICAL CEILING SYSTEM GYPSUM BOARD CEILING OR BULKHEAD LEGEND 8'-0"CEILING HEIGHT8'-6" 1 1 1 1 1 1 1 1 1 1 1 1 5 2 2 6 1 1 3 3 3 3 3 3 3 3 1 3 1 1 1 1 1 1 1 3 3 3 4 10 9 7 8 TENANT SPACE NO WORK IN THIS AREA 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:22 AMREFLECTED CEILING PLAN A1-02CENTIER BANK - SOUTH BENDPERMIT SET FORGAH SRF ASR XX-00 6-6-23 SOUTH BEND, INDIANAA. ALL MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON THE REFLECTED CEILING PLANS MUST BE COORDINATED WITH THE ENGINEERING DRAWINGS. THIS SHEET SHALL TAKE PRECEDENCE OVER THE ENGINEERING DRAWINGS FOR CEILING LAYOUTS. CONTACT THE ARCHITECT TO CONFIRM ANY DISCREPANCIES. B. ALL SPRINKLER HEADS, OCCUPANCY SENSORS, SECURITY DEVICES, SMOKE DETECTORS, SPEAKERS, ELECTRONIC DEVICES, ETC. SHALL BE LOCATED IN CENTER OF TILE U.N.O. C. COORDINATE SPECIAL GYP BRD REQUIREMENTS WITH ARCHITECTURAL FLOOR PLANS. D. COORDINATE CEILING INSTALL WITH OWNER'S IT WORK. E. ALL NEW SUSPENDED ACOUSTICAL CEILING TILE AND GRID TO BE AS FOLLOWS: DUNE SECOND LOOK 2712 W/ PRELUDE XL 15/16" EXPOSED TEE OR EQ.. F. REFER TO FINISH SCHEDULE/COLOR KEY AND INTERIOR ELEVATIONS FOR ADDITIONAL CEILING INFORMATION G. REFER TO ELECTRICAL PLANS FOR DEVICE LOCATIONS, UNDER CABINET LIGHTS, EMERGENCY LIGHTS, VANITY FIXTURES, ETC. H. COORDINATE REINSTALLATION OF EXISTING DEVICES INTO NEW CEILING (SMOKE DETECTION, SPEAKERS, SPRINKLER HEADS, ETC) AS NECESSARY AS PART OF NEW WORK. I. ALL GYPSUM BOARD CEILINGS SHALL BE 5/8" TYPE X GYPSUM BOARD. LEVEL FIVE FINISH. SUSPEND AS REQUIRED UTILIZING METAL STUDS/FURRING/SUSPENSION SYSTEM. CEILING PLAN GENERAL NOTES KEYNOTES 1/4" = 1'-0" 1 REFLECTED CEILING PLAN 1. NEW LED 2x4 LIGHT FIXTURE. 2. EXISTING CEILING TO REMAIN. 3. NEW 2x2 GRID CEILING IN THIS ROOM. 4. BULKHEAD TO REMAIN FROM EXISTING WALL. 5. MODIFY EXISTING CEILING TO FIT NEW SPACE. 6. OPEN CEILING TO REMAIN. 7. EXISTING HIGH WALL (BULKHEAD) TO REMAIN. 8. LEAVE TOP PORTION OF WALL TO SERVE AS BULKHEAD. 9. NEW CURVED BULKHEAD OVER NEW RECEPTION DESK. 10. NEW GYP. BD BULKHEAD. PORTION OF GLAZING SYSTEM TO BE REMOVED FOR RELOCATED ATM AND CASH MACHINE. REFER TO ENLARGED DETAIL 2/A2-01 A2-01 2 NEW GLASS PANEL REMOVE DOOR AND FRAME ADD HORIZONTAL MULLION REMOVE GLASS AND REPLACE WITH ARCHITECTURAL INSULATED METAL PANEL 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER As indicated 6/7/2023 10:31:22 AMEXTERIOR ELEVATIONS A2-01CENTIER BANK - SOUTH BENDPERMIT SET FORChecker SRF Author XX-00 6-6-23 SOUTH BEND, INDIANA1/4" = 1'-0" 1 WEST ELEVATION 1/2" = 1'-0" 2 ENLARGED ELEVATION - ATM LOCATION CPT CPT CPT CPT CPT CPT CPT CPT LVT LVT LVT CPT CPT TENANT SPACE NO WORK IN THIS AREA CPT 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:22 AMFINISH PLAN A4-01CENTIER BANK - SOUTH BENDPERMIT SET FORChecker SRF Author XX-00 6-6-23 SOUTH BEND, INDIANA1/4" = 1'-0" 1 INTERIOR FINISH PLAN CL CL CL CL CL CL CLCL CL CL74" MAXVARIES 35" MAX W.O. LAVVARIES48" MAX48" MAX36" MIN48" MAX48" MAXMIRROR DIMENSIONED TO REFLECTIVE SURFACE ROBE HOOK TOWEL BAR WALL HUNG DISPENSERS, DIMENSIONED TO OPERATOR CHANGING STATION DIMENSIONED TO OPERATOR 15" MIN36" MINMIN 30"MIN 15"MIN 48"MIN-MAX 17"-25"MIN 27"CL MIN 9"MIN 11" MIN 15"MAX 34"MAX 40"MAX 48"MIN 74"MIN FIXTURE DEPTH MIN 8"MAX 9" MIN-MAX 17"-25" CL 18" MINMIN-MAX33"-36"MIN-MAX39"-41"18" MINMIN-MAX 39"-41" 42" MIN 12" MAX60" MIN56" MIN 5' - 0"56" MIN24" MIN 42" MAX MIN-MAX 16"-18"MIN-MAX14"-19"MIN-MAX33"-36"12" MIN 24" MIN 3' - 0"MIN-MAX16"-18"MIN-MAX 16"-18" 54" MIN 2 4 3 1 8' - 3 1/8"7' - 11 3/4" 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER As indicated 6/7/2023 10:31:23 AMENLARGED RESTROOM PLANS A4-02CENTIER BANK - SOUTH BENDPERMIT SET FORGAH SRF ASR XX-00 6-6-23 SOUTH BEND, INDIANANOTE: THE FOLLOWING ACCESSIBILITY GRAPHICS & DIMENSIONS BELOW ARE ARCHITECTURAL GUIDELINES COMPRISED OF THE ICC/ANSI A117.1-2003 & AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES JULY 23, 2004; THUS AMENDED BY INDIANA BUILDING CODE. DIMENSIONS GOVERN UNLESS NOTED OTHERWISE. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL 2x WOOD BLOCKING FOR ALL GRAB BARS AND TOILET ACCESSORIES. IF THERE IS A DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND ACCESSIBILITY CODES AND GUIDELINES THE CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) IN WRITING TO THE ARCHITECT. 1/2" = 1'-0" 1 STANDARD ACCESORIES MOUNTING HEIGHTS 1/2" = 1'-0" 2 STANDARD ACCESSIBLE WALL HUNG LAVATORY 1/2" = 1'-0" 3 STANDARD ACCESSIBLE WATER CLOSET A. PROVIDE ALL BLOCKING NECESSARY FOR WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING FIRE EXTINGUISHER, TOILET ACCESSORIES, AND OWNER PROVIDED EQUIPMENT. B. REFER TO INTERIOR FINISH PLANS AND COLOR KEY FOR FINISH CLARIFICATIONS GENERAL ACCESSORY NOTES TOILET ACCESSORY SCHEDULE MARKDESCRIPTION MFGR MODEL NO. MOUNTING HEIGHT REMARKS 1 36" GRAB BAR 2 42" GRAB BAR 3 18" VERTICAL GRAB BAR 4 TISSUE PAPER DISPENSER 3/4" = 1'-0" 4 ENLARGED RESTROOM PLAN 3' - 0"4' - 0" ROLLING COIN BINS BY OWNER. PLASTIC LAMINATE COUNTERTOP 1"1" NO TOE KICK. DRAWERS TO STOP 1/2" ABOVE FINISHED FLOOR.2' - 6"1' - 6"4"2' - 0"1' - 3" PLASTIC LAMINATE CABINETS PLASTIC LAMINATE COUNTERTOP CONFIRM HEIGHT OF COUNTERTOP WITH WINDOW MULLION. IF ABOVE, FINISH BACK SIDE OF CASEWORK. PLASTIC LAMINATE CABINETS PLASTIC LAMINATE CABINETS PLASTIC LAMINATE COUNTERTOP 3' - 0"1' - 6"2' - 6"2' - 9"2' - 0" 2' - 0" SINK BASE 2' - 9" UNDER COUNTER FRIDGE PLASTIC LAMINATE COUNTERTOP 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/2" = 1'-0"6/7/2023 10:31:23 AMINTERIOR ELEVATIONS A4-03CENTIER BANK - SOUTH BENDPERMIT SET FORChecker SRF Author XX-00 6-6-23 SOUTH BEND, INDIANAA. REFER TO TYPICAL CASEWORK NOTES THIS SHEET. B. REFER TO ELECTRICAL SHEETS FOR LIGHTING LOCATIONS, CLARIFICATIONS & DETAILS. C. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL FINISH INFORMATION. D. COORDINATE ALL ELECTRICAL ITEMS WITH ELECTRICAL CONTRACTOR PRIOR TO FABRICATION. E. REFER TO PLUMBING SHEETS & SPECIFICATIONS FOR PLUMBING FIXTURES. F. PROVIDE WIRE MANAGEMENT AT ALL OPEN COUNTERTOP AREAS DOUG MOCKETT #VM PANEL SYSTEM, BLACK OR EQ. 1. FIELD VERIFY ACTUAL CLEARANCES BEFORE FABRICATION 2. UNLESS OTHERWISE NOTED REFER TO INTERIOR ELEVATIONS. 3. PROVIDE REQUIRED BLOCKING. 4. PROVIDE SHOP DRAWINGS FOR ARCHITECT’S REVIEW. 5. PROVIDE FILLER STRIPS AS REQUIRED TO MEET THE INTENT OF THE DRAWING. UNLESS OTHERWISE NOTED REFER TO INTERIOR ELEVATIONS. 6. ALL OUTSIDE COUNTERTOP CORNERS TO HAVE 2" RADIUS UNLESS NOTED OTHERWISE GENERAL NOTES TYPICAL CASEWORK NOTES TYPICAL CASEWORK CONDITIONS 1/2" = 1'-0" 2 ELEVATION - COIN SORTER 1/2" = 1'-0" 3 ELEVATION - BREAK ROOM W 1/2" = 1'-0" 4 ELEVATION - SOUTH (VIEW IS SKEWED) 1/2" = 1'-0" 1 ELEVATION - NEW TELLER COUNTER 1 TENANT SPACE NO WORK IN THIS AREA 12 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:23 AMPLUMBING PLAN P1-01CENTIER BANK - SOUTH BENDPERMIT SET FORGAH SRF ASR XX-00 6-6-23 SOUTH BEND, INDIANA1/4" = 1'-0" 1 PLUMBING PLAN PLUMBING KEYNOTES 1. NEW FIXURE. CONNECT TO EXISTING SUPPLY, VENT, AND SANITARY. INSTALL NEW SHUT OFF VALVE. 2. NEW SINK. EXTEND HW AND COLD SUPPLY. CONNECT TO EXISTING SANITARY AND VENT. 1 TENANT SPACE NO WORK IN THIS AREA 2 TYP 2 TYP 4 4 5 5 5 3 4 4 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:24 AMMECHANICAL FLOOR PLAN M1-01CENTIER BANK - SOUTH BENDPERMIT SET FORGAH SRF ASR XX-00 6-6-23 SOUTH BEND, INDIANAMECHANICAL KEYNOTES 1/4" = 1'-0" 1 MECHANICAL PLAN 1. NEW EXHAUST VENT. VENT TO ROOF/ OUTSIDE. 2. NEW HVAC DIFFUSER/ GRILLE. 3. EXISTING SIDEWALL DIFFUSERS TO REMAIN. 4. RELOCATED DIFFUSER/ GRILLE. CONNECT TO EXISTING DUCT WORK. 5. EXISTING ROOM TO REMAIN AS IS. 37 2 2 2 1 1 1 1 TENANT SPACE NO WORK IN THIS AREA 23 5 1 4 6 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:24 AMELECTRICAL POWER PLAN E1-01CENTIER BANK - SOUTH BENDPERMIT SET FORChecker SRF Author XX-00 6-6-23 SOUTH BEND, INDIANA1/4" = 1'-0" 1 ELECTRICAL FLOOR PLAN SHEET KEYNOTES 1. PROVIDE NEW POWER AND DATA. 2. NEW CONVEINENCE POWER. 3. PROVIDE NEW POWER FOR MICROWAVE. 4. EXISTING (3) LIGHT SWITCHES LOCATION. CONFIRM OPERATION AND ADJUST AS NECESSARY FOR NEW LAYOUT. 5. COORDINATE POWER AND DATA REQUIREMENTS FOR RELOCATED ATM. 6. MODIFY POWER AND DATA FOR NEW TELLER COUNTER. 7. NEW POWER FOR UNDERCOUNTER REFRIGERATOR. TENANT SPACE NO WORK IN THIS AREA 4 4 4 3 3 3 3 3 3 3 3 3 33 3 3 3 3 3 3 3 3 5 5 3 2 1 2 2 224 WEST JEFFERSON BLVD SUITE 100 SOUTH BEND INDIANA 46601 574-643-7567 www.CreativeDesignInc.com DRAWN BY: CHECKED BY: DATE:SCALE: JOB NO. ARCHITECT: SHEET NAME NO.DATE PROFESSIONAL'S SEAL SUBMISSION Copyright © 2023 SHEET NUMBER 1/4" = 1'-0"6/7/2023 10:31:25 AMELECRICAL LIGHTING PLAN E1-02CENTIER BANK - SOUTH BENDPERMIT SET FORChecker SRF Author XX-00 6-6-23 SOUTH BEND, INDIANA1/4" = 1'-0" 1 LIGHTING PLAN LIGHTING KEYNOTES 1. EXISTING OPEN CEILING AND LIGHTING TO REMAIN AS IS. 2. EXISTING CEILING AND LIGHTING TO REMAIN. 3. NEW LED PANEL. 4. OCCUPANCY LIGHT. SWITCH IN THIS ROOM. 5. NEW LED FIXTURE. CONNECT TO EXISTING POWER.