Loading...
HomeMy Public PortalAboutZBA Meeting Packet 09/14/21 Town of Brewster Zoning Board of Appeals 2198 Main St., Brewster, MA 02631 brewplan@brewster-ma.gov (508) 896-3701 MEETING AGENDA Remote Participation Only September 14, 2021 at 7:00 PM This meeting will be conducted by remote participation pursuant to Chapter 20 of the Acts of 2021,. No in-person meeting attendance will be permitted. If the Town is unable to live broadcast this meeting, a record of the proceedings will be provided on the Town website as soon as possible. The meeting may be viewed by: Live broadcast (Brewster Government TV Channel 18), Livestream (livestream.brewster- ma.gov), or Video recording (tv.brewster-ma.gov). Meetings may be joined by: 1. Phone: Call (929) 436-2866 or (301) 715-8592. Zoom Meeting ID: 880 7666 8068 and Passcode 047258 To request to speak: Press *9 and wait to be recognized. 2. Zoom Webinar: https://us02web.zoom.us/j/88076668068?pwd=b3lXWnMwM2tybTk4SzlKMk5vT3NTUT09 enter Passcode 047258 To request to speak: Tap Zoom “Raise Hand” button or type “Chat” comment with your name and address, then wait to be recognized. Zoning Board Brian Harrison Chair Arthur Stewart Vice Chair Jeff Carter Patricia Eggers Jeannie Kampas Bruce MacGregor Town Planner Ryan Bennett Senior Department Assistant Ellen Murphy 1. Call to Order 2. Declaration of a Quorum 3. Meeting Participation Statement 4. Approval of Meeting Minutes 5. Continued Applications: #19-37 Applicant: 19 Muskrat Lane LLC. (Represented by Attorney Benjamin Zehnder), 19 Muskrat Lane, MAP103 LOT 9, in the RM zoning district. The applicant seeks an Appeal of the Building Commissioners decision that a boat storage shed, kayak rack and roll out boardwalk are not permissible uses on the property in the RM zoning district under MGL 40A § 8 & 15, and Brewster Zoning Bylaw §179 6-D(4). #21-19 Applicant: Latham Centers, Inc. (Represented by Attorney Andrew L. Singer), 1439 Main Street, Map 48, Lot 61, in the RM zoning district. The applicants seek a Special Permit pursuant to MGL c. 40A §6 and Brewster Zoning Bylaws §179-25B to redevelop the educational campus, and to the extent determined necessary, a dimensional Variance in accordance with §179-52. 6. New Applications: #21-22 Applicant: Benjamin E. Zehnder, 178 Bonnie Doone Cartway, Map 102, Lot, 13, in the RM zoning district. Pursuant to Brewster Zoning Bylaws §179 -25(B), the applicant seeks a Special Permit approval to renovate one, and demolish and remove three, pre-existing, non-conforming dwelling structures (multiple dwellings on a single lot) on a pre-existing, non-conforming lot (residential structures in a Wetlands Conservancy District/Hooksand-Dune Land soil), and construct three new dwelling structures further away from a coastal dune wetland resource. #21-23 Applicant: Sean and Ellen Darcy, (Represented by Attorney David M. Banash) 61 Consodine Road, Map 66, Lot 5 in the RM zoning district. The applicants seek an Appeal of the Building Commissioner’s determination in accordance with MGL Chapter 40A, Section 8 and 14, that a shed on the property transverses the property line. (Request for Continuance) #21-24 Applicant: Andrew P. Domonkos, (Represented by Attorney Duane P. Landreth) 60 Kingfisher Cartway, Map 91, Lot 14 in the RM zoning district. Pursuant to Brewster Zoning Bylaws §179 -25, 51, the applicant seeks a Special Permit to modify the pre-existing non-conforming dwelling by adding a second story by a raze and replace. #21-25 Applicant: Habitat for Humanity of Cape Cod, Inc., (Represented by Attorney Warren H. Brodie) 26 Red Top Road, Map 15, Lot 2 in the RM zoning district. The applicant seeks a Comprehensive Permit (40B) under MGL 40b, Section 20-23 and 760 CMR 30 & 31 to construct two 3-bedroom single family homes on approximately 1.34 acres. In accordance with applicable state regulations and guidelines the Applicant is seeking waivers from local zoning and general bylaw requirements. 7. Matters Not Reasonable Anticipated by the Chair 8. Next Meeting: October 12, 2021 9. Adjournment Date Posted: Date Revised: Received by Town Clerk: 8/24/2021 Page 1 of 3 TOWN OF BREWSTER ZONING BOARD OF APPEALS MEETING MINUTES Tuesday, August 10th, 2021, at 7PM Virtual Meeting Brian Harrison, Chairman, convened the Brewster Zoning Board of Appeals via remote participation with members: Jeff Carter, Jeannie Kampas, Art Stewart and Bruce MacGregor. Patricia Eggers was absent. A quorum was determined. Also present: Applicants: Daniel Howard, Kristin and Paul Styspeck, Joshua M.D, Segal, Attorney David Reid (representing the Bloomfields), Catherine Childs, Ryan Bennet (Town Planner) and Ellen Murphy (Department Assistant). The Chair read the Recording or Taping Notification: This meeting will be conducted by remote participation pursuant to Governor Baker’s March 2020 orders suspending certain Open Meeting Law provisions and imposing limits on public gatherings. No in-person meeting attendance will be permitted. If the Town is unable to live broadcast this meeting, a record of the proceedings will be provided on the Town website as soon as possible. The Town has established specific email addresses for each board and committee so the public can submit comments either before or during the meeting. To submit public comment or questions to the Zoning Board of Appeals, please email: zbameeting@brewster-ma.gov. Review and Approval of July 13th meeting minutes A motion was made by Art to approve the July 13, 2021, meeting minutes, Bruce second the motion, a vote was taken: Brian, Bruce, Art, and Jeannie approved the minutes unanimously. Jeff Carter although present was not sworn in by the July 13th meeting, and therefore did not vote. New Applications: Application Review of #21-18, Applicant: Pioneer Builders LLC. (Represented by Daniel Howard), 93 Sixpenny Lane. Members present and voting: Jean Kampas, Art Stewart, Bruce MacGregor, Jeff Carter, and Brian Harrison Brian asked Daniel Howard if he followed up with the Conservation Commission. Daniel informed Brian he received notification from the Conservation Commission regarding reflagging the wetlands. He stated that according to the engineering plans they are outside the wetlands buffer. Brian read the comments from the Conservation Department regarding the issue. Daniel Howard told the Board if they are denied there is no need to go to Conservation. Brian informed Daniel Howard that generally the ZBA is the last decision maker. The site engineer from Ryan Engineering informed the Board that they worked off existing plans that were on file at the Conservation Commission. He referenced the plans and stated that it was 100 ft away from the wetlands with a street in between. The Board discussed whether to hear the case or continue. Homeowner Kristin Styspeck asked the Board to speak. She provided the Board with background on the process. She indicated that the process started over a year ago and all the necessary steps were followed. She outlined the proposed small addition to the existing dwelling and reasoning behind the request for the special permit. The Board discussed the wetlands location across Lower Road and decided they would hear the case and be prepared to vote. Paul Styspeck, the homeowner also discussed the wetlands across the street and stated that the wetlands are 200 ft on the edge of their proposed addition. Daniel Howard provided an overview of the project and the design with the Historical Commission approval on June 14th. Brian asked if there were any public input. Art made a motion to open to public input, Jeff second the motion, the Board unanimously opened to public input, there being none, Art made a motion to close to public input, Bruce second the motion, public input was closed unanimously. Bruce made a motion to grant the request for special permit, Jeff second the motion. A vote was taken, and the Board voted unanimously to grant ZBA case #21-18 a special permit. Application Review of #21-19, Applicant: Latham Centers, Inc., (Represented by Attorney Andrew L. Singer), 1439 Main Street. Members present and voting: Jean Kampas, Art Stewart, Bruce MacGregor, Jeff Carter, and Brian Harrison Ryan informed the Board that a written request from Attorney Andrew Singer’s office was received to continue ZBA case #21-19 until the September 14th meeting. A vote was taken and the continuance for case #21-19 was granted unanimously. Page 2 of 3 Application Review of #21-20, Applicant: Molly Perdue (Represented by Attorney Joshua M.D. Segal), 2095 Main Street. Members present and voting: Brian Harrison, Jeff Carter, Jean Kampas, Art Stewart, and Bruce MacGregor. Attorney Joshua Segal addressed the Board providing background information of the appeal from the Building Commissioner’s determination. He highlighted two areas of concern which included moving two computers from one area to another in the office and unscheduled site inspections from the Building Commissioner. He stated the purpose of the Brewster Alzheimer’s Support Center and indicated that before Covid the building was used as office space and the program was offsite but due to the pandemic Dr. Perdue had to shift operation of the program on-line and most of her work was done behind a screen. He indicated on May 21st the Building Commissioner identified two computers outside the area designated for home occupation and requested they be removed. Attorney Segal also indicated a written compliant was received by an abutter, which he has yet to receive a copy. He stated that the reason for the hearing was to address the Building Commissioner’s May 27th letter. He argued that the zoning requirements should not prohibit residents of single-family dwellings from using computers wherever they want on the property and unannounced site inspections should be prohibited. He indicated Dr. Perdue lives on the premises with her family and the computers have been moved to the home occupation premises but the use of the computers was by her family for personal or school related work and not part of the Center. The Board discussed the home occupation use vs. personal space. Attorney Segal indicated his client agreed that any computer work done in the personal space would only be done by the residents and not employees of the Center. The Board suggested to the applicant if they expand the home occupation space, they will need to work with the Building Department. They briefly discussed the compliant by the abutter and tabled it for later. The Board is in favor of the use of the Center and feel it is a valuable service. Art made a motion to open to public input and Jeff second the motion. All were in favor, and it was open to public input. Attorney David Reid (representing the abutters the Bloomfields) addressed the Board providing background of the property and the use of the driveway. He highlighted the letter sent by him regarding the abutter’s issue. He indicated they are in favor of the Building Commissioner’s decision. He briefly outlined that the Building Commissioner’s letter requested that the applicant comply with the Certificate of Use and Occupancy for a Home Occupation. He addressed the Board asking to review the submitted complaint and the supporting documents. He stated the submitted documents show a concern for the volume of business being conducted and the negative impact of the neighborhood and the residential character of the neighborhood. He asked the Board to uphold the Building Commissioner’s decision because it is straightforward and simple. Additional public input was heard in support of the Center. After hearing public input the Board discussed the appeal of the certificate of home occupancy. Brian made a motion that the applicant comply with the original certificate of home occupancy that was issued on 11/18/2014 and if changes are desired the applicant must go through the Building Department process, Jeff second the motion. A three to two vote was taken with members Brian Harrison, Jeff Carter and Arthur Steward voting in favor and Bruce MacGregor and Jean Kampus voting in the negative. A separate motion to deny the enforcement order that the Building Commissioner could conduct random unannounced inspections was made by Brian and second by Jeff, the Board voted unanimously to approve. Application Review of #21-21, Applicant: Catherine Childs, 36 Sheffield Road. Members present and voting: Brian Harrison, Jeff Carter, Jean Kampas, Art Stewart, and Bruce MacGregor. Cathy Childs provided the Board with background on the request to amend a special permit that was issued in 2000. She is requesting the removal of the family restriction. The Board discussed the request, and a motion was made to open to public input by Art and second by Jeanne, all were in favor. There being no public input Art made a motion to close to public input and Bruce second the motion, all were in favor. After a brief discussion by the Board, Brian made a motion to grant the request for modification to remove the condition restriction occupancy for use only by immediate family members, Bruce second the motion a vote was taken and granted unanimously. Matters Not Reasonably Anticipated by the Chair: Brian thanked Ryan Bennett the Town Planner for all her support of the ZBA and wished her the best in her new role. Page 3 of 3 The next meeting of the Brewster Zoning Board of Appeals is scheduled for September 14th, 2021. Jeff made a motion to adjourn the meeting, Bruce second the motion, the vote was taken, and the Board unanimously voted to adjourn. Vote: 5-0-0. Meeting adjourned at 8:58 pm. #19-37 Applicant: 19 Muskrat Lane LLC., Represented by Attorney Benjamin Zehnder La Tanzi Spaulding & Landreth S Cardinal Lane 14 Center Street, Suite -I 3010 Main Street, Suite 2E Orleans Prueinceutwn Barnstable May 27, 2021 Benjamin E. Zehnder ext. 128 bzehnder@latanzi.com To Attached Service List Re: 19 Muskrat Lane, Brewster- ZBA #19-37 Dear Madam/Sir: Please find enclosed notification of continuance of the above matter to July 13, 2021 per request of the Brewster Zoning Board of Appeals. Thank you for your attention. I remain, Very trul Enc; Benjamin hnder BEZ/klr '--('.4)ae 6eaacan -atce 7969 MAILING: P.O. Box 2300, Orleans, MA 02033 T: 308.203.2133 F: 308.203.378(1 www.latanzi.com Brewster Zoning Board of Appeals 2198 Main Street Brewster, MA 02631-1898 (508) 896-3701 x1168 brewplan@brewster-ma.gov WAIVER/CONTINUANCE FORM DATE 5/17/2021 APPLICATION. # ZBA #19-37 APPLICANT 19 Muskrat Lane LLC Date & Time Received Town Clerk's Office I hereby request the Zoning Board of Appeals to continue the hearing of the above application until July 13, 2021 by satisfying the conditions outlined by the Board below and agree to an extension of the deadlines for Zoning Board approval and all related deadlines by ninety days. I understand this waives my rights under the statutory time periods and the constructive grant sections of M.G.L. Chapter 40 A §9, §10, and §11 and the Town of Brewster Code Chapter 179. Zoning Board of Appeals outlined the following conditions below: 1; Approval from the Conservation Commission 2. At the applicant's expense, the agpUcant is required to n #19.37 continuance. APPLICANT/AUTHORIZED AGENT APPROVED BY THE ZONING BOARD OF APPEALS: BRIAN HARRISON, CHAIR DATE Revised 12.2016 abutters of the ZBA case Continuance Form Page 1 of 1 102-17-0-E 103-7-0-R MANCALL MATTHEW D & SUSAN K BREWSTER TOWN OF TRUSTEES CONSERVATION COMMISSION 120 RIVERPATH DRIVE 2198 MAIN STREET APT 23 BREWSTER, MA 02631 FRAMINGHAM, MA 01701 19 MUSKRAT LANE LLC 0/0 WALTER HARRIS 1155 PARK AVE #5SW NEW YORK, NY 10128 103-9-0-R 103-12-0-R BRECKENRIDGE R WARREN TRUSTEE THE 18 BEAVER ROAD REALTY TRUST 23 WILDFLOWER LANE YARMOUTHPORT, MA 02675 QUAIL ACRES LINNELL ROAD BREWSTER, MA 02631 103-8-0-E QUAIL ACRES LINNELL ROAD BREWSTER, MA 02631 103-10.0-E 103-11-0-R DOWNEY SEAN F & LANA B 76 BUBIER ROAD MARBLEHEAD, NY 01945 Locallon 3171 MAIN STREET Mailing Street 2190 MAIN STREET _ Key __ParcellD_ 933 102-17.0-E (8.9) 1005 103.7-0-R TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 Abutters List Within 300 feet of Parcel 103/9/0 Owner BREWSTER TOWN OF CONSERVATION COMMISSION MANCALL MATTHEW D 8 SUSAN K (9.47) TRUSTEES 103/910 \ USKRAT, L E 103/9/0 10 n/0 A ERR 84 BEAVER ROAD 947 103-0.0-E QUAIL ACRES (93.1) 948 103-9.0-R (9.3) 19 MUSKRAT LANE LLC 948 103-10.0-E QUAIL ACRES (9.3.2) 1000 103.11.0-R DOWNEY SEAN F & LANA B (9-50) 949 103.12-0-R (9-4) THE 18 BEAVER ROAD REALTY TRUST 0 BEAVER ROAD BOG 19 MUSKRAT LANE 0 MUSKRAT LANE BEACH 10 MUSKRAT LANE BRECKENRIDGE R WARREN TRUSTEE 18 BEAVER ROAD 03/11/0 SKRAT. ANE 03/1210 VER.R 120 RIVERPATH DRIVE APT 23 LINNELL ROAD CIO WALTER HARRIS 1165 PARK AVE II5SW LINNELL ROAD 76 BUSIER ROAD 23 WILDFLOWER LANE Certified by: James M. Gallagher, MAA Deputy Assessor Mailing Cily _ ST ZIpCcUCounlry BREWSTER MA 02631 FRAMINGHAM MA 01701 BREWSTER MA 02631 NEW YORK NY 10128 BREWSTER MA 02631 MARBLEHEAD NY 01945 YARMOUTI-IPORT MA 02675 5424/2021 Page 1 #21-19 Applicant: Latham Centers, Inc. Represented by Attorney Andrew Singer 1439 Main Street Brewster Zoning Board of Appeals 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 x 1168 FAX (508) 896-8089 www.brewster-ma.gov ZBA CASE FILE # (9/—/ % APPLICATION FOR BREWSTER ZONING BOARD OF APPEALS. SPECIAL PERMIT/ VARIANCE/ ZBA APPEAL APPLICATION ($300 Filing Fee) Date + Time Stamped By Town Clerk NAME OF APPLICANT Latham Centers, Inc. REPRESENTATIVE Andrew L. Singer PHONE NUMBER 508-398-2221 MAILING ADDRESS P.O. Box 67, Dennisport, MA 02639 PROPERTY ADDRESS 1439 Main Street, Brewster, MA 02631 CURRENT PROPERTY OWNER(S) Latham Centers, Inc. REGISTRY OF DEEDS TITLE REFERENCE BOOK 27637 PAGE 122 OR CERT. OF TITLE # L AND COURT # PLAN # PB 264 Page 12 TOWN MAP # 48 LOT # 61 ZONING DISTRICT RM YEAR BUILT 1950 STATEMENT OF PROJECT See attached SIGNATURE OF OWNER OR AGENT FOR OWNER Latham Centers. In By: Andrew L. Singer, Attorn DATE 06/18/2021 NOTE: This petition is NOT COMPLETE until all information is provided. Accuracy of this information is the responsibility of the petitioner. ZBASPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 1 of 4 DATA SHEET Complete this form for every structure on the site that is in some way nonconforming. Identify structure: primary house, garage, tool shed, other multiple structures STREET ADDRESS 1439 Main Street, Brewster, YEAR BUILT 1950 MAP # 48 LOT # 61 ZONING DISTRICT RM List only the nonconformities below: Identify all nonconforming setbacks. LOCATION EXISTING REQUIRED PROPOSED See plans See plans See plans See plans FRONTAGE: EXISTING 228.12 feet REQUIRED 150 feet LOT SIZE: 66,123 SF LOT COVERAGE EXISTING % 12.3 % PROPOSED % 16.5 % ALLOWED % 25.0 % SIZE OF PARCEL 66, 123 sq. ft. BUILDABLE UPLAND 66, 123 sq. ft. BUILDING COVERAGE/PRIMARY STRUCTURE See plan sq, ft. BUILDING COVERAGE ALL OTHER STRUCTURES See plan sq, ft. HEIGHT: EXISTING 36' +1- (w/ cupola rear bldg.) PROPOSED 34' 11" (w/ cupola middle bldg.) ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 2 of 4 SPECIAL PERMITS: (X) APPLICATION FOR SPECIAL PERMIT AS SET FORTH IN M.G.L. 40A, § 6, or § 9 and SECTION 179-25, BREWSTER BYLAW UPON WHICH THE BOARD IS EMPOWERED TO ACT. SECTION(S) PARAGRAPH(S) OF BREWSTER BYLAW UNDER WHICH THE SPECIAL PERMIT IS SOUGHT AND A BRIEF DESCRIPTION OF THE PROPOSAL. SEE A TTA CHF.D VARIANCES: ** (X) APPLICATION FOR VARIANCE AS SET FORTH IN M.G.L. 40A, § 10 SECTION(S) PARAGRAPH(S) OF BREWSTER BYLAW UNDER WHICH THE VARIANCE IS SOUGHT AND A BRIEF DESCRIPTION OF THE PROPOSAL. In order to grant a Variance, the ZBA must find all three of the following to be true: ** To the extent determined necessary SEE ATTACHED () APPEAL IN ACCORDANCE WITH M.G.L. 40 A, § 8, 14 CITE ORDER OR DECISION OF ZONING AGENT OR OTHER ADMINISTRATIVE OFFICIAL OR ATTACH LETTER FROM ZONING AGENT/ADMINISTRATIVE OFFICIAL. ZBA SPECIAL PERMIT/ VARIANCE/ APPEAL APP. REVISED 10-02-2017 Page 3 of 4 Town of Brewster Board of Appeals Applicant: Latham Centers, Inc. Property: 1439 Main Street, Brewster, MA Narrative (June, 2021) Statement of Project/Relief Requested The Applicant owns the Property at 1439 Main Street in Brewster (site of the fo,uier New England Fire and History Museum). The Applicant's non-profit educational use of the Property is permitted by right under M.G.L. Chapter 40A, Section 3. The Property as developed is itself pre-existing nonconforming as to various building and landscape setbacks as well as building height (back building). In connection with a redevelopment of its educational campus, the Applicant is requesting a special permit in accordance with Section 179-25(B) of the Brewster Zoning By -Law and M.G.L. Chapter 40A, Section 6, and, to the extent determined necessary, a variance in accordance with Section 179-52 of the Zoning By -Law and M.G.L. Chapter 40A, Section 10, from the provisions of Section 179 Attachment Table (building height) to redevelop the Property to: 1. Construct additions to the front and side of the southerly front building (educational training center and meeting house); 2. Construct a new, two-story, middle building along the west side of the Property between the existing southerly and northerly buildings to contain seven (7) studio apartments and one (1) one- bedroom staff apartment plus a cupola to match the cupolas on the other two remaining buildings; 3. Construct additions to the front and side of the northerly back building (to be used as an educational facility with classrooms, auditorium, meeting space, and gymnasium); 4. Demolish a building with attached garage on the east side of the Property and a detached garage on the northeasterly side of the Property; and 5. Expand, upgrade, and install new internal driveways and parking, walkways, lighting, septic, and drainage. Most of the above work was approved by the Board of Appeals in January 2020 (Appeal No. 19-39),but the relief expired before it was constructed. The overall site design remains the same. The only changes now from what was previously approved relate to the new middle building as follows: A) the use of the building is being changed from office use to the residential use noted in No. 2 above, B) the building will be closer at two points to the angled side property line (16.9 ft. and 18.2 ft. proposed; 18.9 ft. pre-existing nonconforming), and C) a cupola is again proposed for consistency and financial need reasons (resulting height as defined in the Zoning By -Law to be 34 ft. 11 in.). The revised proposal has been reviewed and approved by the Brewster Old King's Highway Regional Historic District Committee. As a result of the conversion of use of the new middle building, traffic is anticipated to go down, even more because the Latham Center's residents will not have their own vehicles. Lot coverage will remain conforming. Lighting, drainage, parking, and driveways remain the same as previously reviewed and approved. �GENERALCONTRACTOR TsSD wLENGNEER / LANDSCAPE A RCM TECTS.N TF.MORAN 43 CONSTITUTION DR BEDFORD,N40310 PHONE (603) 412-4455 1-ARCHTECT: BRJCE RONAYNE HAPILTON AROHTECTS, INC 833 TURNPKE R04D / P.O. 100x104 NEW IPOWCH, NH 03011 PHONE (603) 515.4023 FAX: (603) 518-4934 /TRJCTJRALENGNEER: J TF. MORAN 40 CONOtITJTI ON DR. BEDFORD, N403r2 PHONE (603) 412-4498 /MECHAN'OAL /Pi MONO ENG7uEER: DESGN DA Y MECHAN GALS 1510.150X 441 NEW,PO'WCH; NH 0301 PHONE (603)463-1006 / ELECTRCALENG'NE H200 1042 HJRR CANE HILL RD. MASON, NH 03048 \HONE (603) 818-(126 J 1-14THAM CEME- COMMUNITY CETER BREWSTER, MASSACHUSETTS CODE STUDY DRAUANG SHEET INDEX COVER SHEET C5 -I COVER SHEET EXISTING EX -1.0 EXISTING FIRST FLOOR PLAN EX -2.0 EXISTING SECOND FLOOR EX -3.0 EXISTING EXTERIOR ELEVATIONS DEMO D-1.0 FIRST FLOOR DEMOLITION PLAN 2-2.0 DEMO SECOND FLOOR PLAN ARCHITECTURAL A-1,0 FIRST FLOOR PLAN A -t1 FIRST FLOOR DIMENSIONAL PLAN A-1.2 FIRST FLOOR FINISH PLAN A-1.3 FIRST FLOOR REFLECTED CEILING PLAN A-1.4 FIRST FLOOR LIFE SAFETY A -2A SECOND FLOOR PLAN A-2.1 SECOND FLOOR DIMENISON PLAN A-2.2 SECOND FLOOR FINISH PLAN A-2.3 SECOND FLOOR REFLECTED CEILING PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-4.1 EXTERIOR ELEVATIONS A-42. ENLARGED SE ELEVATION DETAILS A-43 ENLARGED EXTERIOR ELEVATIONS A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-5.2 BUILDING SECTIONS A-6.0 WALL SECTIONS A-6.1 WALL SECTIONS A-6.2 WALL SECTIONS A-63 WALL SECTIONS A-1.0 PARTITION TYPES 4 DETAILS A-8.0 BATHROOM DETAILS A-9.0 INTERIOR ELEVATIONS A-10.0 STAIR 9 RAMP DETAILS A-11.0 POOR AND WINDOW SCHEDULE A-12.0 MILLWORK DETAILS A-15,0 ROOM FINISH SCHEDULE.. Date: March 30th, 2021 Project 51808-A Jurisdletfon- Town of Brewster, Massachusetts Building Location: 1646 Main St, Brewster, MA Applicable Codes (w/ amendmentsper. the State of Massachusetts)• The Massachusetts Building Code, 9th Edition, including but not limited to /00 CMR The International Building Code, 2015 The International Energy Conservation Code, 2018 Commonwealth of MA Gas 4 Plumbing Code 248 CMR MA Architectural Access Board, 521 CMR MA Fire Code 521 CMR Project Description: Renovation of the existing two-story building formerly as a fire museum, The existing buildingwill be renovated for new recreational and fitness areas, auditorium, classrooms, with supporting office areas, restrooms and locker rooms. A new sprinkler system will be provided as required per IBC In accordance with 100.3.1.1 Gross Areas - Existing First Floor: 5200 SF (gross) outside to outside face of foundation New Additions includes: Fire Musuem Atrium: 352 5F (gross) - NEW Elevator / Elevator Machine Room: 118 SF (gross) NEW Total First Floor (Including additions) = 5,410 SF (gross) Second Floor: 5,120 (net) which includes all slab floor area to Inside face of existing concrete wall.. (This area does not include the floor Openings for stair, the open below fire museum atrium and elevator shaft openings), Use. Group Classification(s): -Gymnasium, Fitness/Wellness and Auditorium - Assembly (4.241 SF gross 1st FL - 4650 SF net 2nd FL) -Office Areas (Accessory areas) � - Business (131 5F gross 1st FL - 215 SF gross 2nd FL) -Classroom, Computer classroom, ft- Business Vocational Shop, 4 Sensory (958 SF gross 1st FL - (Accessory area) 120 SF gross 2nd FL) Type of construction: Type 25 - Unprotected, non-combustible construction. Existing concrete exterior walls with interior metal stud inflll. Existing floors are. 12' concrete plank Wf 4" top concrete top slab. Existing roof members are pre-engineered wood trusses w/ existing 4" rigid Insulation. New 4" rigid insulation adhered Inside, between trusses. Atrium (Per Section 404): The new fire museum entrance lobby meets the definition of an atrium per IBC Section 404,1.1, Automatic Sprinkler Protection: The building is equipped throughout with an automatic sprinkler system per 903.3.1.1 as required by IBC Section 404.3 Smoke Control: A smoke control system is not required for atriums which only connect two stories per the exception to IBC. Section 404.5 Height and Area - Building Area: (Per IBC. Table 506.2) Tabular Building Area per floor for Use A-3 (Type 25 Construction) (NS). 1,500 SF Tabular Building Area per floor for Use A-3 (Type 25 Construction) (SM)-= 28,500 5F Allowable Increase for Frontage (Based on 100% open perimeter): 150% Allowable Increase for Sprinkler: 200% Area Calculations (par IBC Section 505.2.4) Formula: Aa = IAt . (N5 x If) Aa = Allowable Building Area At = Tabular Building area factor (N5, SluR or 5M as applicable) NS = Tabular allowable area factor In accordance with Table 5062 for non sprinkleredd bldg. (regardless of whether the building is sprinkled) If =Increase For Frontage (per IBC 506.3) Frontage Increase: (Per Section 5063) Formula: If 51F/11 - .25]W/30 If = Area increase due to frontage (%) F = Building perimeter which fronts on a public way or open space not less than 20' width P = Perimeter of Building W = Width of public way or open space (feet) Project Frontage Calculation - :53322: = F3 If .13321532 - 025]29.8/30 = .145 - (15%) Allowable Increase for Frontage: 15% Allowable Increase for Sprinkler: 200% Area Modifications: (per section 506) For A3 Use (more restrictive than B) of Type 28 Construction, the tabular area value for sprinklered building (SM) = 28,500 SF Aa =2/3,50019,500 x .1515 05,625 SF (per story) Actual floor area First Floor : 5,344 SF (Complies) Actual floor area Second Floor: 5,045 SF (Complies) Building Height (The vertical distance from grade plane to the average height of the highest roof surface IIBC 502.1]): Tabular Building Height per floor for Use A-3 (Type 2B Construction, sprinklered = 3 stories, 15' max. Per tables 504.0 4 504.4 The proposed Building is two stories and approx. 24' from the average grade plane to the average roof surface. (Complies) (Note: Building is 29' to the highest roof surface, and Brewster Zoning max allowable height is 30') Mixed Use and occupancy The building will be considered non -separated mixed occupancies (A-3 4B per IBC 508.3). The more restrictive use (A-3) was used for Area Calculations. -Office Area (Use B) of 128 SF on the first floor is an accessory occupancy to the main occupancy group (A-3). The First Floor area is 5,344 SF. Office Area (Use (3) of 263 SF on the second floor is an accessory occupancy to the main occupancy group (A-3). The Second Floor area Is 5,045 SF. Therefore, the accessory occupancy does not exceed 10% of the area of the. story In which It Is located per IBC 500.2.3 Occupant Loads: (per NFPA Life Safety Chart 13.1.2 or IBC Table 1004.1.1 as noted) First Floor Office Areas: 128 s.f. / 100 s.f. gross per person = 2 occupants Auditorium/backstage/ 1533 s.f. / 1 s.f. net per person = 2(9 occupants dressing room Platform 352 s.f. / 15 net per person =. 24 occupants Meeting room: 429 s.f. / 15 s.f. net per person = 29 occupants Woodshop/Klln room: 322 s.f. / so s.f. net per person = 1 occupants Computer Room: 201 e.0 / 15 s.f. gross per person= 14 occupants SUBTOTAL First Floor= 295 occupants Second Floor Office Areas: 263 s.f. / 100 s.f, gross per person = 3 occupants Gymnasium: 2,233 s.f. / 5 s.f. net per person = 441 occupants Sensory Room: 12o s.f. / 15 s.f. net per person = e occupants Fitness/Wellness Area: 921 s.f. / 50 s.f. net per person = 19 occupants Locker Rooms 840 s.f. / 50 s.f, gross per person = (1 occupants SUBTOTAL Second Floor = 494 occupants TOTAL- 159 occupants Means of Egress: Per IBC 10053 Capacity Factors: Egress width (tncn/occupant) level components and ramps = .2". Egress width for stairs - .3" for stairs over 44" wide Note: Single 36" door provides 04" clear. Double 36" doors provides 10" clear. First Floor (A-3 Use Occupant load = 215) Occupant load for Auditorium floor area were floured as 50% of the total occupant load shall have. means of egress orovided without passing through adjacent fixed seating areas. Per 1225:3 Level Components (Exit Doors) 4 Ramps: 282 people x .2" per person = 56.4" Actual provided = Two sets of double 36" doors (140" total) (Compiles). 12.2.3.6 Main Entrance/Exit: Mein Entrance/Exit shall be of a width that accommodates one-half of the total occupant load, 295 people divided by 2= 148 people x .2" = 29.6" required at main entrance Actual provided at main entrance: 10" (Complies) 12.2.4 Number of Exits: Two Exits minimum required from first floor per ISO Table 1006.3.1 (Less than 500 people) (Complies) Actual Provided: Two (2) exits from First Floor (Complies). 12.2.5 Arrangement of Means of Egress: Dead End corridor = 20' Max. (Complies). Common Path of Travel= 20' Max. (over 50 occupants) (Complies). 12.2.6 Travel Distance to Exits: 250' Max. (Sprinklered) (Complies). 1002.2 Corridor Width: 44" minimum for all egress passageways. (Complies) First Floor (Auditorium 4 accessory spaces only - occupant load 245) 12.2.3 Caoacitu of Means of Egress: Level Components (Exist Doors) 4 Ramps: 224 people x 2" per person = 44.0" Actual provided from auditorium = One sets of double 56" doors (10" total) (Complies) 12.2.3.6 Main Entrance/Exlt: Main Entrance/Exit shall be of a width that accommodates one-half of the total occupant load, 243 people divided by 2 = 122 people x .2" = 24.4" required at main entrance Actual provided at main entrance: 10" (Compiles) 12.2 ,4 Number of Exits: Two Exits minimum required from first floor per IBC. Table 10063.1 (Less than 500 people) (Complies) Second Floor (occupant load = 494) occupant load for Gymanxlum (Area floor) area were figured as NO% of the total occuoant load shall havemeans of egress provided without passing through adjacent fixed seating areas. Per 12.2.5.3 12 23 Capacity. of Means of Earess: Lockers Rooms were excluded as a non -concurrent use. Level Components (Exit Doors) 4 Ramps: 494 people x .2" per person = 98:0" Actual provided -One single Be, door 4 one set of double 06" doors = (104" total) (Complies). 12.2.3.6 Main Entrance/Exit: Main Entrance/Exit shall be of a width that accommodates one-half of the total occupant load. 494 people divided by 2 = 249 people x .2" = 41.4" required at main entrance Actual provided at main entrance/exit: 10" (Complies) /n this case, most peoplewill use the central convenience stair as the "main entrance" to the second floor, which 15 not allowed to be a part of the means of egress due to openess. Note: Main Entrance/Exit shall be at the level of exit discharge or shall connect to a stairway or ramo leading to a street. (Complies) 122.4 Number of Exits: Two Exits minimum required from second floor per NFPA Section 1.4.1.2 (Less than 500 people) Actual Provided: two (2) exits from Second Floor (Complies). 12 2.5 Arrangement of Means of Egress: Dead End corridor = 20' Max. (Complies). Common Path of Travel= 20' Max. (over 50 occupants) (Complies). 12.2.6 Travel Distance to. Exits: 250' Max. (Complies). Second Floor (Gynamslam only - occuoant bad 441) 12 2 3 Capacity of Means of Egress: Level Components (Exist Doors) 4 Ramps: 441 people x 2" per person =.89.4" Actual provided from auditorium = One set of double 36" doors (104" total). (Complies) 12 2.3.5 Main Entrance/Exit: Main Entrance/Exit shall be of a width that accommodates one-half of the total Occupant load. 441 people divided by 2 = 224 people x .2" = 44.8" required at main entrance Actual provided at main entrance/exit: 10" (Complies) 122.4 Number of Exits: Two Exits minimum required from gymnasium per IBC Table 1006.3.1 (Less than 500 people) (Complies) Stairway capacity; New stair min. width of 44" can support up to 2000 occupants per Section 12.22.1.2(B) Actual Provided: (I) - 44" stairways (44" clear total) (Complies) Fire Rated Assemblies- Fire separation assemble shall be constructed S5 a Fire Barrier in Accordance with IBC Section 101. 1 hr rated vertical Fire Barrier separating the Elevator Shaft from each floor. (Per IBC 113.4) I hr rated vertical Fire Barriers separating the Platform and Back Stage (Per IBC 410.5.1). I hr rated vertical Fire Barriers separating the Kiln Room to adjacent spaces (Per IBC table 501). 1 hr rated vertical Fire Barriers seperating the Atrium from each floor. ( Per IBC 404.6) Note: Corridors are not required to be rated per IBC Table 1020.1 for an Assembly Use with sprinkler system. Allowable opening area no more than 45%. Per IBC Table 105.0. (Complies) Multi -Level Buildings 4 Faullitlesl An accessible route (elevator) is provided per 521 CMR 28,1 plater Closets 4 Lavatories (Per Commonwealth of MA Gas4Plumbing Code 240 CMR): First and Second Floor (Assembly): 408 People divided by 2 = 204 males, 204 females. Male Water Closets: 204 Males: I per 100 = 2 fixtures (2 Water Closets and 2 urinal provided). (Complies) Female Water Closets: 204 Females: 1 per 50 = 4 fixtures required (4 Water Closets provided). (Complies) Lavatories: 204 Males, 204 Females: 1 per 200 =2 lavatories (3 Male and 3 Female lavatories provided). (complies) Drinking Fountains: 1/1000 required actual provided: 4 Drinkings fountains (Complies) Service Sink: 1 Service Sink required, 1 provided ea floor for Use -E (Complies) Energy Code Compliance: See ComCneck report under separate cover J lr _i tr BRUCE, RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNINC INTERIOR DESIGI 3D VISUALIZATIO 146 COMMERICAL ST PROVINCETOWN M SSACHUSEIOS 056-37 BM TURNPIKE ROAD R.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 tli d) 0 U J n 0 z 0 SIJEE) NO. CS -1 0 TM ExISTING/RENOvATION MEETNCs HOUSE 4 NEW STUDENT Pi MEM BUILDING (Civil -ENGINEER / LANDSCAPE ARCHITECT STRUCTURAL ENGINEER: T.R. MORAN 48 CONSTITUTION DR. BEDFORD, NH 0300 \ PHONE: (603) 412-4485 (ARCHITECT: BRUCE RONAMNE HAMILTON ARCHITECTS, INC. 833 TURNPIKE ROAD /10.0.130x104 NEU) IPSU),CH, NH 03011 PHONE: (603) 818.4823 (603/$318-4834 /MECHANICAL/PLUMBING ENGINEER: DESIGN DA Y MECHAN,CALS P,O. BOX 447 NEW IPSWICH, NH 0307 \HONE: (603)463-1086 / ELECTRCAL ENGINEER H200 1042 HURRICANE HILL RD. MASON, NH 03048 `HONE: (603) 818-(126 REWSTER, MASSACHUSETTS CODE STUDY DRAWING SHOOT INDEX ARCHITECTURAL A -i.0 FIRST FLOOR PLAN A-1.1 FIRST FLOOR DIMENSION PLAN A-1.2 FIRST FLOOR FINISH PLAN A-1.3 REFLECTED CEILING PLAN A-2.0 SECOND FLOOR PLAN A-2.1 LIFE SAFETY FIRST 4 SECOND FLOOR PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-4.1 EXTERIOR ELEVATIONS A-4.2 ENLARGED EXTERIOR ELEVATIONS A-4.3 ENLARGED EXTERIOR ELEVATIONS A-4.4 COLORED ELEVATIONS A-4.5 COLORED ELEVATIONS A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-5.2 BUILDING SECTIONS A-5.3 BUILDING SECTIONS A-6.0 WALL SECTIONS A-6.1 WALL SECTIONS A -b.2 OVERALL STUDENT HOUSING / MEETING HOUSE A-6.4 WINDOW SCHEDULE A-1.0 BATHROOM DETAIL 4 MILLWORK A-8.0 INTERIOR ELEVATIONS A-9.0 POOR AND WINDOW SCHEDULE A-10.0 FINISH SCHEDULE CS -1 COVER SHEET Pate: March 29th, 2020 Jurisdiction: Town of Brewster, Massachusetts Building Location: 1646 Main St, Brewster, MAssachusetts Applicable Codes (W/ amendments per the state of Massachusetts) The Massachusetts Building Code, 9th Edition, including but not limited to 180 CMR The International Building Code, 2015 The International Energy Conservation Code, 2018 Commonwealth of MA Gas 4 Plumbing Code 248 CMR MA Architectural Access Board, 521 CMR MA Fire Code 521 CMR project Description: Renovation of the existing two-story building formerly as Meeting House Offices, The existing building will be renovated with new interior finishes as well as have new additions, including; A Womens Restroom, and Interior Exit Stair. There will also be a Two -Story addition to the Existing Building which will include 8 Apartments, Common Area, Student Lounge 4 Laundry Room. Use Group ClassiFlcations: IBC 303.1.1 4 304.1 - Office Areas (and Accessory areas) B - Business IBC 310.4 - Residential Apartments R-2 Gross Areas: Existing Basement: 1,136 SF (gross -outside to outside of Foundation) New Addition: -Interior Enclosed Exit Stair: 134 5F SUBTOTAL = 1,510 SF Existing First Floor: 2 010 5F (Gross - including two porch roof overhangs) New Additions: -Interior Enclosed Exit Stair: 134 SF -Womens Restroom: 155 5F -Two-Story Residential Apartment Building: 2,153 SF SUBTOTAL = 5,140 SF (Footprint) New Second Floor: 112 SF (Gross) New Addition: -Residential Apartment Building TOTAL (All Existing and New Additions) = 10.010 Gross Floor Area Tupe of Construction: Type 5B - Unprotected, wood framed construction. Existing 2x4 wood stud exterior walls with butt insulation filled cavity, Existing floors are 8" concrete hollow planks with 4" concrete top slab. Existing roof members are pre-engineered wood trusses with butt insulation in ceiling. New Addition to be Type 58 Construction. Height and Area: Building Area (Per IBC Table 506.2) Tabular Building Area per floor for use R-2 (Type 55 Construction) (5813) = 1,000 5F Tabular Building Area per floor for use B (Type 58 construction) (5M) = 21,000 5F Allowable increase for Frontage (Based on 100% open perimeter) = 61% Allowable increase for Sprinkler = 200% Height and Area: Non -Separated Occupancies per IBC50 3 Area Calculations (Per IBC Table 506.2.4) Formula: Aa = [At + (N5 x If)) Aa = Allowable Building Area At = Tabular Building Area factor (NS, 513R, 5M as applicable) NS = Tabular allowable area factor in accordance with Table 506.2,1 for non-sprinklered building (regardless if building is sprinkled) IF = Increase for Frontage (per IBC 506.3) Frontage Increase: (Per IBC Section 506.5) Formula: If = [F/P - .25] W/30 If = Area increase due to frontage (%) F = Building Perimeter which fronts on a public way open P = Perimeter of Building W = Width of public way or open space Project Frontage Calculation: P= 195 Ft F= 169 ft If = [169/195 - .251 30/30 = .61 Allowable increase for Frontage = 61% Area Modifications: (per Section 506) For - B Use (Type 55 Construction), the tabular area value for sprinklered building (51) = 1,000 5F - R-1 Use (Type 5B Construction), the tabular area value for sprinklered building (5-R13) = 1,000 SF (5M) - 21,000 5F Aa = 1000 + [1000 x .611 = 11,210 Sr (per story) Actual Floor Area First Floor = 5,140 5F (Compiles) Actual Floor Area Second Floor = 5,000 SF (Complies) Building Height: /Vertical distance from grade plane to average height of the highest roof surface [IBC 502.11) Per IBC Tables 5043 4 504.4: Tabular Building Height per floor For Use B (Type 5B construction), sprinkled (51). = 3 stories, 60 ft Max Tabular Building Height per floor for Use R-2 (Type 58 Construction), sprinkled(5-R13). = 3 stories, 60 ft Max The proposed building is two stories + Approx. 25 ft from average grade plane to average roof surface (Compiles) (Note: Proposed new addition is 30 ft to the highest roof surface; and Brewster towing max allowable height is 30 ft). Occupant Loads: (Per IBC 1004.1.1 as noted) Basement: - Storage/Mechanical: 1112 s.f. / 300 s.f. gross per person = 6 occupants First Floor: -offices: -Common Area -Apartments: -5tudent Lounge: 930 s,f. / 100 s.f. gross per person 448 s.f. / 15 s.f. gross per person 1,200 5.f. / 200 s.f. gross per person 238 s.f. / 15 s.f gross per person = 9 occupants = 30 occupants 6 occupants = 16 occupants 5econd Floor: -Apartments: 3,000 s.f. / 200 gross per person = 15 occupants TOTAL = 52 occupants Egress: Per IBC 1005.31 41005.3.2: Egress Width (inch/occupant) level components and ramps = .2'; Egress width (inch/occupant) width for stairs = ;3" First Floor Existi g Building 4 New Apartment Addition: Per IBC 1006 Means of Egress A single means of egress is permitted for the Following per IBC 1006.2.1 (B -Business): 49 Occupants and 100 ft travel distance (Complies) Actual Provided: Existing Office Building- one exit door (36" single door) and one double door exit (12" double door) New Apartment Addition - One exit foor {36" single door) and one double door exit (12' double door) Note: All Single 36" doors are 34" clear, and all 12" double doors are 10' clear Second Floor - New Apartments Addition: Per IBC Table 1006.3.1 - occupant load 1-500 occupants, two exits or exit access, Actual Provided (2) 44" Stairways (Compiles). Accessible Means of Egress: Per MA 521 CMR: Not less than one accessible means of egress shall be provided. IBC Section 1009 - Where more than one means of egress is required by section 1006.2 from any accessible space, shall be served by two accessible means. -Exception Si - Accessible means of egress are not required to be provided for an Existing Building. Actual Provided: one accessible means at Existing Meeting House Office and one at New Administration Office Addition (Complies) Exit Access Travel Distance: Travel distance within the exit access of the means of egress shall not exceed 200 ft (without sprinkler) (Complies) Interior Enclosed Exit Stair: Interior exit stairways shall terminate at an exit discharge or public way per IBC 1023.3 (Compiles). Interior Exit Stair Fire Assemblies: A Fire separation assembly shall be constructed as a Fire Barrier, provided between the existing meeting house office building and new enclosed interior stair addition. There shall be a fire resistance rating not less than 1 hour when connecting less than four stories, per IBC 1023 (Compiles). Interior exit stair openings shall have a fire barrier of 1Hr min, 1 hr fire rated doors and 100 sq inch door vision panel. Per IBC table 116.2 Fire window exterior shall be min 3/4 hr fire assemblies with 1 HR rated exterior Wall assembly. Per IBC 116.6 Ducts 4 Transfer Openings shall be per section 111 Fire Rated Assemblies: Dwelling Unit Floor/Ceiling - 420.3 -111.2.4.3 = 1 Hr, Exception = 1/2 Hr. w/ Sprinkler Dwelling Unit Walls - 420.2 -108.3 = 1Hr, Exception 02 = 1/2 Hr. w/ Sprinkler Occupany B 4 R-2. - 508.4 = 1 Hr, Exception = 1/2 Hr. w/ Sprinkler There shall be a fire resistance rating of 1 Hr at Exterior Wall of Apartment addition. Exterior Wall - 602 = 0 Hr (Type 55, 10 < x < 30 use R 4 B) Stairway Shafts Laundry Room - 509 = 1 Hr or Auto Sprinklers 1055 Fire -resistance ratings: The (required) fire -resistance rating of exterior walls with a fire separation less than 10 ft shall be rated for exposure to from from both sides. (Not required, but will be constructed - type 58 105.6 Structural stability Structural elements that brace the exterior wall but are located outside the exterior wall or within the plane of the exterior wall shall have 1 hr fire -resistance rating (per IBC table 602, with a separation distanceless than 10 ft. Floor draFtstopping: 1/2" GINS at bottom of trusses per 111.3.1 Attic draftstopping: Subdivide attic into less than 3,000 s.f. per 111.4.3 and 111.3.1 Plumbing Fixtures: Minimum Facilities for Building 0ccuoancy: (Per CMR 248 10.10 - Table 1) Use B -Business Office Building Toilets = 1 per 20 female occupants 1 per 25 male occupants Note: CMR 248 10:10 (i-3) : Unisex toilets facilities may be allowed if they meet the requirments of 248 CMR 10.10(15)(m) - Variance is not required if the fixtures in an existing or proposed men's and women's toilet facility and the fixtures in a unisex handicapped toilet facility meet the minimum fixture requirment of 248 GMR Table 1. (Complies) Urinals = 33% (Complies) Lavatories: 1 per 50 occupants of each male and female restrooms (Complies) Drinking fountains: CMR 245 Table 1 - Minimum 1 per floor (complies) Actual Provided: Existing Meeting House Office Building First Floor, Men's Restroom - 1 toilet, 2 urinals, 1 lavatory Drinking Fountain - 1 (Existing to remain) New Women's, Restroom Addition (At Existing Meeting House Office Building) - 3 toilets (including 1 handicapped toilet) and 2 lavatories New Apartment Building First Floor: Laundry Room - 1 Mop Sink Aparment Unit (3) = 1 toilet, 1 lavatory, Kitchen Sink New Apartment Building Second Floor; Aparment Unit (5) = 1 toilet, 1 lavatory, Kitchen Sink BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNING INTERIOR DES1GT D VISUALIZATIO) 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 nrss vast AN, THE PR, Th5s PaoeTT. ARE PREPARED R OF EETHE ARCHITECT. RR:CE ROHAYTE HAHSLT=H, ARCHITECTS Ac. AAn, ixe ROT RE 'EEL, IN 004,EE OR A PART Fait M =NF allies THAR ORTHI FROZCT FOR PAULA cR nRAnA.55 neRE nuT EAPRE=ceo CEROS Ios or EE ARCHITECT, ARCHITECTS, Ac No MWASFERHryT SHALL HIISSED EHI tHIF.s, THIS POCSHIRT REAR,. nISAss _ RRAR.RE or :e ARCHITECT, ewCe ROSA:me HAH LION ARCHITECTS AC 0 i BREWSTER, MA 7 COYER Si-IEST z I SHEET -1, 9 N 0 s�- �ro 2 O a CS -1 0 0 20'-4" -I1 1'-11 l/2' 14'-4 vP,-0,: PROVIDE DRAINAGE AT LANDING OF RAMP —RETAINING WALL 1 RAMP DESIGN/LOCATION BY CIVIL ENGINEER/LANDSCAPE ARCHITECT. COORDINATE ALTO GENERAL CONTRACTOR 4'_4" 1/ NEW ADDITION 4`-2 4/16".� 4'-2 1/2• 1 OKILN � ROOM (120) COMPUTER LAB ( 118 ) V I Ell I If II MCETING ROOM BACKSTAGE STORAGE ( 113 ) (FFP.. T-5') COuNTER MIRROR It DRESSING `11 ROOM i (114) L 1 1 -)O J 0E45 RESTROOM ( 116 ) E145TINS BEAM ABOVE 84 VT 1113 0 14 MAIN CORRIDOR D (Frt. . 0-0') T 3 ASWE VFD SOFFIT --- LT, Rs/ ( 122 ) 1 • MECHANICAL STORAGE ROOM ( 1'0 1 ,IAN, SINK RAMP LANDING (F.FE: a 0-I') LOPED WALL / RAMP PLATFORM (112-8) lFFE, , 1-5' 1 3 (UP 12 SLOPE RAMP UP AUDITORIUM (142) (FFE D0-0') UP RAMP LANDING L -�r 1A SOUND BOOTH `i0'/ND/ 1'NLLB a 3,-6'--•� LIGHTING (FFP lFF /46- IA ;— KITCHENETT X01 ((4,2-C) V J d'Y 74, vy 57 /au, 109 MECHANIC ROOM ('DO ) ( 40E) RECEPTION ( 102 ) -0. <> I R P ELE 5005 L SPRINKLER RISER. 'B -C A{6)% L 4) IS L_:J 6-0.1 .. . .. . :. is RETAINING WALL DESIGNED 1 OCATION BY CIVIL ENGINEER/LANDSCAPE ARCHITECT. COORDINATE WITH GENERAL CONTRACTOR 1 41 4 • • 42'-0" f BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE IAND PCANNINC INTERIOR DESIGY 3D VISUALIZATIO 146 COMMERICALST PROVINCETOWN MASSACHUSETTS 05657 533 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 01071 P FIRST FLOOR PLAN J 03 O Q z GHEE NO. A-1.0 01. BRAVE TO 30 013300INEO BY [—Rj.L CAVIL 001004 E0 I LANOS6APE ARONITEOT I COORDINATED KITH GENERAL CONTRACTOR REMO0E EXI0TIN5 N ➢12001 I DIFILL ry 300006 30150016 0010001 1 INFILL 0 n 'D in m I I I a", REM0JE Da TINS 0@10001 1 20-4" 42-0 4t1° 3'-3" 4'-10" 4'-3" 10'-11' 4'-6 1/4 LAOT 6EILDI6 GEILINS LINE03OVE 0YNNA51VM (206) 00LKIN6 70066 O6- 6YYNA511N COIRT O6 REMO00 30003IN''q 0/012001 1 ADD NEIi ELEVATOR 9003 12 6603IES (] ROWS OF 66X1 NEW ADDITIO REMOVE EXISTING WINDOWS PER 0530 gal 20-0" OFFICE 1 OFFICE 3 (203) 5EN5030 0000 30] 1O;5T0000 -E \ miser, Be 04 b 40 4'-2 1/2" N -r 0 n Z 0 is BRUCE RoNAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNINC INTERIOR DESIGL 1D VISUALIZATIO 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05651 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 0 SECOND FLOOR PLAN 9 O z� o ID 00k1 003. MATERIAL LEGEND TAO MATERIAL FINISH COMMENTS © CEMENT BOARD HORIZONTAL LAP SIDING COLOR LIGHT MIST MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING OB CEMENT BOARD SHINGLE STYLE SIDING COLOR LIGHT MIST MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL O AZEK TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL /pJ AZEK WINDOW TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL ® ASPHALT SHINGLES EXISTING TO REMAIN SEE ROOF PLAN ® ASPHALT SHINGLES MATCH TO EXISTING SEE ROOF PLAN O EXPOSED CONCRETE COLOR -SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL O NEIN VINYL WINDOWS COLOR - WHITE ANDERSEN 400 SERIES (OR EQUAL) W/ GRILLES BETWEEN GLASS (GBG) 4" FLAT TRIM (SEE DETAILS IN WINDOW SCHEDULE) Q N5.411000 EXTERIOR DOORS COLOR - PREPINISHED WHITE ANDERSEN DOORS OR EQUAL (SEE POOR SCHEDULE) fvl LJ EXISTING WINDOW FRAME WINDOWS COLOR - PAINTED WHITE FRAME SEE WINDOW SCHEDULE - EXISTING TO REMAIN - PAINT FRAMES WHITE © INPANELSULATDOOR WED HOL/LOW METALGALVANIZED HOLLOW METAL FRAMES PAINTED WHITE TRIM COLOR MATCH TO AZEK WHITE TRIM ® GALVANIZED METAL RAIL COLOR -PAINTED BLACK COLOR MATCH TO BENJAMIN MOORE BLACK OR EQUAL ® CLOCK CLOCK TO BE DETERMINED O COPPER ROOFING COPPER ROOF AT CUPOLA CONCRETEG WALL RETA4JIN DESIGNED BY CIVIL ENGINEER 0_ELE_VATOR TO. WALL D. CVJEEV 1B — MUST. FIRST FLOOR 1 LAND/NS 1 8f.11190 PLOOR UPPER ‘6r_r 1iEL- �TRA T�I ,T F FLOOR 5 fl "7 I I I C D K D SOUTH/EAT ELEVATION J! D c O K 0 T O. JI ELEV. T O. RADTANT11' ]N9 - .g1012J5 ry 15T FLOOR UPPER —LEVEL 1-� RADIANT •ST FL TO. L ET 00080 FLOG TO. RADIANT ''ST FL Gc� • t 1**,, lir 1 BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNINC INTERIOR DESIGP 3D VISUALIZATIO" 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05657 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 S a S EXTERIOR ELEv.4TIONS 0 0 4 7- 21.3 NORTH/EAST ELEVAIYON kty 1/4• a ,-0' SHEE NO. 1 MATERIAL LEGEND TAG MATERIAL :NISH COMMENTS 0 CEMENT BOARD HORIZONTAL LAP SIDING COLOR LIGHT MIST MANUFACTURER, HARD/EPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING O CEMENT BOARD SHINGLE STYLE SIDING COLOR LIGHT MIST MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL O AZEK TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL Op AZEK WINDOW TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL 0 ASPHALT SHINGLES EXISTING TO REMAIN SEE ROOF PLAN 0 ASPHALT SHINGLES MATCH TO EXISTING see ROOF PLAN O EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL O NEW VINYL WINDOWS COLOR - WHITE ANDERSEN 400 SERIES (OR EQUAL) W/ GRILLES BETWEEN GLASS (GBG) 4" FLAT TRIM (SEE DETAILS IN WINDOW SCHEDULE) O NEW WOOD EXTERIOR DOORS COLOR - PREFIN/SHED WHITE ANDERSEN DOORS OR EQUAL (5EE DOOR SCHEDULE) O EXISTING WINDOW FRAME WINDOWS COLOR - PAINTED WHITE FRAME SEE WINDOW SCHEDULE -EXISTING TO REMAIN - PAINT FRAMES WHITE O INSULAPANELTEDDOOR HOLLOWW/ METALGALVANIZED HOLLOW METAL FRAMES PAINTED WHITE TRIM COLOR MATCH TO AZEK WHITE TRIM O GALVANIZED METAL RAIL COLOR -PAINTED BLACK COLOR MATCH TO BENJAMIN MOORE BLACK OR EQUAL O CLOCK CLOCK TO BE DETERMINED O COPPER ROOFING COPPER ROOF AT CUPOLA QCONCRETE RETAINING WALL DESIGNED BY CIVIL ENGINEER NORHT/WEST ELEVATION 5/4' = 1-0' 0 ,LO rOY+Ea P4/.IJ. I� TO ET 16' - ' ' 5LON0 FLaart /-0 AVG. GRADE PLANE. 614'-T'_._._._._-_ 15T FLOOR WPER LEVEL e FIRST E1.0OR.,I� p•V 'orr C lt BRUCE RONAYNE HAhIILTON ARCHITECTS ARCHITECTURE LAND PLANNINC INTERIOR DESIGI )D VISUALIZATIO' 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05657 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAUPSHIRE 03071 0 EXTERIOR ELEVATIONS O IS SOUTH/WEST ELEVATION ►4-4.1 SEE CIVIL DRAWINGS FOR HARDSCAPE PLANS 7 AMPHITHEATER PLANS BY CIVIL ENGINEER 4 LANDSCAPE ARCHITECT / HARDSCAPE (SEE CIVIL DRAWINGS ARCHITECT/CFOR HARDSCAPE PLANS STUDIO -3 (ThFIRST FLOOR PLAN 1. 5/16" = 1'-0" 51'-1" EXISTING. MEETING HOUSE COMMON AREA STUDIO -1 STUDIO -2 24-6 5/4" 11/0H WINDOW LAUNDRY COVERED ROOF SEE ELIEVATIONS ELECTRICAL PANEL HIGH WINDOW -HIGH WINDOW HIGH WINDOW HIGH WINDOW HIGH WINDOW \ STACKABLE WASHER/DRYER JANITORS SINK Ct B Y GENERAL NOTES: FIRST FLOOR = 2940 50. FT. SECOND FLOOR = 2980 50 FT. TOTAL = 5,820 SO FT BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNING INTERIOR DESIGI, 3D VISUALIZATIOI 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 THIS PESTS..In.AEDFOR T¢9 PROJECT, cxu 'DM OF THE HAMILTON, ARCRITECTS INC, MO. In OESIM AND/01, GRAP. SO PAY NOT EE LE5D OR D. PART FOR. M 0T IOC OTHER THIN FOR THE CRIED., PROTECT FOR MICR THE OEEEIME AND/OR MUM.. MERE PREPARE, NITRO, THE FRPREEEED ARITMEN rERICETOR OF THE RR4mECTMCCMITEGTO DAL NO ETM aADITST iRTHMT, ME . MOE wOTAIOT EE.asTHE HAMILTON ARCHITECTS ISO BREWSTER, M FIRST FLOOR PI -AN IIESCRIPTION OF REV. 0 4 Z 0 SHEE(NO. JiN zm S MATERIAL LEGEND TAG MATERIAL FINISH COMMENTS CEMENT BOARD HORIZONTAL LAP SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 4' HORIZONTAL. SIDING SELECT CEDARMILL LAP SIDING O CEMENT BOARD SHINGLE STYLE SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL O AZEK TRIM BOARD COLOR -.WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL O ASPHALT SHINGLES EXISTING TO REMAIN SEE ROOF PLAN ASPHALTSHINGLES MATCH TO EXISTING SEE ROOF PLAN O EXPOSED CONCRETE. COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL ( \1 VINYL WINDOWS (DOUBLE PANE) WHITE CASING SEE WINDOW FRAME O ALUMINUM d GLASS STOREFRONT ENTRY DOORS CLEAR ANODIZED ALUM. SEE DOOR SCHEDULE O INSULATEDW/GALVANIZED HOLLOW METALH.M. FRAMES PAINTED WHITE TRIM COLOR MATCH TO AZEK WHITE TRIM O GALVANIZED METAL RAIL COLOR - PAINTED BLACK COLOR MATCH TO BENJAMIN MOORE BLACK OR EQUAL 0 COPPER ROOFING NATURAL COPPER LOCATED AT ALL CUPOLA ROOF PLANE TO T.O. ROOF T.O-. G11"UPOEA 34' 2TO,-0RO1/O2F 0' " 2ND FL TO. WALL 19'_3" 2yND F2LOOR 10' G /� FIRST FLOOR ll O—." GRADING SHALL BE DETERMINED BY CIVIL ENGINEER T.O.-O11"OLA 34' UP T.O.. ROOF SLIDING BARN WOOD D0065 - PAINTED WHITE EXTERIOR WJEREG Roo= r ()SOUTH EAS . SOUTHEAST ELEVATION AMPITHEATER WALL MATERIAL GRANITE STONE STYLE (TO BE DETERMINED 6Y OWNER) �1 7Np FL T.O.O.9' 2HP FLOOR cEILI 9 -O" FINAL GRADING TO BE DETERMINED BY CIVIL ENGINEER CEILING n BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNING INTERIOR DESIGT 3D VISUALIZATIOI 833 TURNPIKE ROAD P.O, BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 GellPREPARED THE OMA 5 THEREFORECT, ARE THE PROPERTY OP NE MON/TELT, MLLE ROAAY1.E NAMIITOH, ARG.TECT5 P.-, Pe 17E51.5111.1L M., OR A P. PPART SEH A FPAY OR ANY s , PRRoOTKR ga FOR'Va T. GESISN AAn,OR ERMA. AEREE PREPARED, ',ITN', NE EAPRE=ED ro.P HEssO142P T. AR.ITA ER,CE ROnAYNE nTON i.RursTEcrs. Ac. AO BALPA& PERMIT Swu Be IEµED OY ANY 92117A5 0.ARNEAT. RS 114E cRIbA-� RL T ERLCE RONA,. HAM TO. ARLR,TELTS }}.c 0 0 Q 0 K BREWSTER,M 0 02 z 4 �i ry 20 r ()N ORTH EAST ELEVATION 1/4" - 7-0" SHEET NU. ()SOUTH WEST ELEVATION EXISTING MEETING HOUSE (SEE SEPARATE ELEVATIONS) AMPHITHEARER DESIGNED BY LANDSCAPE ARCHITECT 4 COORDINATE 44/ CIVIL DY465 TO, LUPOLA Il B4' -11"l7 2ND FLOOR Il T.O. WALL STAIR CEILING n ADDITI....,.ONS FIRST FLOOR BASEMENT.n FIRST FLOG. R.n BRUCE RON AYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNING INTERIOR DESIG 3D VISUALIZATIO 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 0307 s DE523N.ND TTE GRAM.SE TMER VON, PohGTT, MFEPREPARED Mc ROFERTr OF THE RGMECT, ERR'CE RO,4YM1E NA.nTCN. AR.ITECTS GEil. AND/OR G%MINSa MAY NOT EE lSEP AMC, of, IN PART FOR AFT LSE OMER OR .JEECT FOR ANI41 THE GE.. AND/012 GRANNss MERE PREPARED. AST., THE EmFRESEEO FERMSIGN OF THE 0Fc MEN U TEGT. ERtZE RON.R.nE Aron ARCNITT Ts.Ihc no 611{7.5 FERMI" Ex.0 -- Er A,+aaLPIn MrARIMENNT. ais vsi Rs a0.1C �C 9 of PREARG¢TEGT.ITECE 01<000 ,w xAmTw CxnclE$1.r,.c t 0 BREW5TER,M dl z 01 0 0 SHL•E NO °NORTH ELEVATION 4. -SA SO -5° 15'-'1' q' - B'' -5' NEW ADDITION 15'-1 1/4" B 3/4" B'-5 174' 9'-1 3/4' —RETAINING WALL TO REMAIN I 4' 1/2' 6'-1 1/2" NEW STAIR ADDITION IN ( 104) 34'-6 18'-0" BASEMENT STORAGE ( 101 ) —REMOVE EXISTING WINDOW AND INFILL (SEE DEMO PLAN 0-1.0) EXISTING STEEL BEAM ABOVE TO REMAIN 1B'-0" REMOVE EXISTING WINDOW AND INFILL (SEE DEMO PLAN) iv MECNANICA ROOM (102) 5/B" 5TAI 03 ) 9 EXISTING CHIMNEY TO REMAIN 14'-10" 10'-10 1/2" 50'5' ()BAS()BASEMENT FLOOR PLAN EMENT OI7f5IDE OF FOUNDATION I 1/2" O BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 146 COMMERCIAL ST PROVINCETOWN MASSACHUSEI IS 02657 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 Tr25 DE35N ANV TK DRANA% rxo cr, R3 ERAS., PERTY of T. ZEROS.. HAKICTcn u+ua ESTS A4 EAND, THE OM. NOT. LIAR NNE. OTXE. THAN FOR TOs MOSE. F. MM THE OESM DrOR CRAAM S AERERRFEARFO.NITS.T THE FERAAMION T. A...6MT, ESSLF RONA.. O' HAMMON AIM/TILTS, I. NO SAMINS FEE,. SHALE EE TAE ANT s VERARTMENT, LAMS: ISX SEARS THE CRIS➢., 5,, S AND SISSATM OF 'NE ARLA6TECT, ERM RONA'N. ARCHITECTS 4-1.0 0 N O EXISTING EXTERIOR STAIRS TO REMAIN 0'-5" 1'-5 I/Y l'l 1/8° 18'-0" 4'-T. 5-'1 5/8" 1B,-0° 6,11a REMOVE EXISTING POOR 4 ADP NEW WING OM (SEE DEMO PLAN) 28'-8 3/8" CONFERENCE ROOM (202) 28'-E 3/5" -1 5/8° NEW POOR OPENING @FIRST FLOOR PLAN 2. 1/4" = 7'-0• oursiva OF FOUNDATION 18-10' NEW ADDITION 9'1 1/4" 5`-6 5/4 NEW CLOSET 3'-0" ICS 3/4. 2'- OPENING off /KITCHENETTE\ G 204 \ Y-2 1/4' MESS RESTROOM ( 205 ) 5'-3 1/2" 12'5 3/4" 16-1 3/8" T-6 1/2" "l 3/4' CLOSET/ ATTIC ACCESS NEW WOMENS ESTROOM (206 ) 2 10'-6 1/8" OFFICE ( 205 ) '-11 1/4" 19'-1O" 10'10 1/2" OUTSIDE OF FNPN. NEW APPITIO COVERED PORCH 9 EX/STING CHIMNEY TO REMAIN -8 7 5/5" BACKERBOARD W/ 5'-0" TILE 2%6 STUD ®16"-O.0. 1/2" PLYWOOD SHEATHING EXISTING 2X4 STUD WALL 6 I6' 0.0 (TO REMAIN) REMOVE EXISTING EXTERIOR SHINGLES 4 PLYWOOD SHEATHING - REPLACE WITH NEW 1/2" PLYWOOD SHEATHING 4 NEW SHAKES (SEE EXTERIOR ELEVATIONS) FIRST FLOOR PLAN - �DtAIL I 2. 1. . 1-0" BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 146 COMMERCIAL ST PROVINCETOWN MASSACHUSETTS 02657 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW}WMPSHIRE 03071 5/8" BACKERBOARD TILE (SEE BATHROOM DETAILS ON A -1.0) FIRST FLOOR PLAN - ()DETAIL 2 2. EXISTING 2X4 STUD WALL 8 16" O.G. (TO REMAIN) REMOVE EXISTING EXTERIOR SHINGLES 4 PLYWOOD SHEATHING - REPLACE WITH NEW 1/2" PLYWOOD SHEATHING 4 NEW SHAKES (SEE EXTERIOR ELEVATIONS) PROVIDE NEW BATT INSULATION TO FILL CAVITY (IF NEEDED) NEW 2%6 STUD WALL 6 16' 0.0, EXTERIOR BATT INSULATION - 5-21 MIN moo 0ESIFh AN., TOE CRAG Ree cFERTOR v Of TOE .au 400<5 RTG,F..e ROWT0 R+NH0TON, ARCHITECTS),. SP. TE OF,. A 1 NOT, lE€0IR M1OH.F APART FOR ANv lEE O R THE ORISA4 PROJECT FOR R CRMASS ,FRESSFDD NUTT, FERK,SON OF i,HE F,MITECT. ERLGE RON,. NAHILTON ARCRnEas.nc M10 Eai .5FERHn SRtiL,/..ED, Kr, THIS RT[EARS T. OREISI00lcr. ¢TECT, GENERAL NOTES; 1. VERIFY ALL DIMENSIONS IN THE FIELD AND COORDINATE WITH ARCH DWGS. 2, ANY DISCREPANCIES BETWEEN THE EXISTING FLOOR PLAN AND PROPOSED ARCH DWGS SHALL BE REPORTED TO THE GENERAL CONTRACTOR AND THE ARCHITECT IN WRITING. 3. ALL NEW ELECTRICAL, MECHANICAL, HVAC, PLUMBING SHALL BE COORDINATED BY THE GC AND ARE NOT INDICATED ON THESE DRAWINGS. 0 K FIRST FLOOR PLAN ry it 0 00 SHSE1 NO. MATERIAL LEGEND TAG MATERIAL FINISH COMMENTS GEMENT BOARD HORIZONTAL LAP SIDING COLOR EVENING SLUE MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING O CEMENT BOARD SHINGLE STYLE SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL O AZEK TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL 0 ASPHALT SHINGLES EXISTING TO REMAIN SEE ROOF PLAN 0 ASPHALT SHINGLES MATCH TO EXISTING SEE ROOF PLAN 0 EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL ONEW VINYL WINDOWS (DOUBLE PANE) WHITE CASING SEE WINDOW FRAME O EXISTING WINDOWS N/A EXISTING TO REMAIN, REFINSH A5 REQUIRED O WOOD EXTERIOR ENTRY DOORS PAINTED -WHITE SEE DOOR SCHEDULE 0 EXISTING EXTERIOR DOOR N/A EXISTING TO REMAIN, REFINISH AS REQUIRED O GALVANIZED METAL RAIL N/A EXISTING TO REMAIN O COPPER ROOFING NATURAL COPPER LOCATED AT ALL CUPOLA ROOF ® EXISTING CHIMNEY N/A EXISTING TO REMAIN. PROVIDE NEW FLASHING AS NEEDED ENLARGED NORTH ELEVATION - Callout I 4. 3/8" = I'-0" .a. M oNORTH/EAST ELEVATION 4. T.O. WALL STAIR AD1/4"ITION B- D II II_ 4.1 r. ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 1 T.O. WALL STAIR ADDITION 9 T.O_WALL FIRST FLOOR n p^�V 9A.5 8= BRUCE RONAYNE HAMILTON ARCHITECTS 146 COMMERCIAL ST PROVINCETOWN MASSACHUSEl15 02657 833 TURNPIKE ROAD P.Q. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 rNls DE535,. AND TAB DRAnn55 TBEREFORB P PREPARED FOR T.5 o. THE aaum :'s nCEP.Ri EDEN 5AAA EADIGR OR` A PART PAY war EE THAT, FM Ile oRlSnu. FRo.iEcr FOR n�c PRREEPAARED, n PER THE EPPAncarecr. wnce RDNATI.E11 oP NaIlDA5 PEERBIT 5ti ISAEDB ARP O RUDE. KADEPART...S I cE L NTS AN, BISA'ATIRE OP T. ARC.TECT, BELLE RDRAM6 NWT.. ARCTECrs i C 0 0 00p� CO D5 10 O SHI:E NO. MATERIAL LEGEND TAG MATERIAL FINISH COMMENTS ® CEMENT BOARD HORIZONTAL LAP SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING O CEMENT BOARD SHINGLE STYLE SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL O AZEK TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL Fnl �® ASPHALT SHINGLES EXISTING TO REMAIN SEE ROOF PLAN ASPHALT SHINGLES MATCH TO EXISTING 5EE ROOF PLAN O EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL ONEW VINYL WINDOWS (DOUBLE PANE) WHITE CASING SEE WINDOW FRAME O EXISTING WINDOWS N/A EXISTING TO REMAIN. REFINSH AS REQUIRED OWOOD EXTERIOR ENTRY DOORS PAINTED -WHITE SEE DOOR SCHEDULE J �i EXISTING EXTERIOR DOOR N/A EXISTING TO REMAIN. REFINISH AS REQUIRED 0 GALVANIZED METAL RAIL N/A EXISTING TO REMAIN 0 COPPER ROOFING NATURAL COPPER LOCATED AT ALL CUPOLA ROOF O EXISTING CHIMNEY N/A EXISTING TO REMAIN. PROVIDE NEW FLASHING AS NEEDED 10" COLUMN TRIM DETAIL I 1/2' = i-0•• 1,_9. °COLUMN TRIM DETAIL 2 4. TD. WAL__.,_ L._t9 FIRST FLOOR i) 7 BASEMEN...,...., 7_41 SOUTH/WEST ELEVATION 4. 1/4' = 1'-0" ROOF 19 = 1 5/4" T.O. WALL STAIR 1D -W44" -''S O4N a' " TA. YUL... _.. L,n FIRST. FLOO,._._. n V NORTWWEST ELEVATION TO. WALL STAIR _ ADDIITTIION T.O W..�__A1 ,I� BRUCE RONAYNE HAMILTON ARCHITECTS ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 146 COMMERCIAL ST PROVINCETOWN MASSACHUSETTS 02657 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 THxs was PREPAReCR FOR � FLT. naETM FROFERTT. of THE RCHITECT, ER.E ROIRME HAMnTOR, ARCH/TECTS a.O, nAa THE MESA P A TAO FORRne (AAA PRLSE O TEm OR MICR T. MIA ANO/OR PRARASS T" ARCHITECT. E.CE RAM", n:OM ARCHITECTS AC. NO EV;A.. FERMI( sH.,C A -AWRY W45I MT REARS THE oMEIC'Inni _SE.A., sIE.TAARE OF THE...TELT, ER. ROWAE HAMILTON ARu¢TECTS AG. .,r= ;,. .r M�fh�w_-�rl BRUCE RONAYNE HAMILTON ARCHITECTS L[! \\ \\A% I 1 1 111 11 1.I1 1_ 2640 © © © © © © 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 1 0 . 0 0 . 1 0 . 2 0 . 2 0 . 2 0 . 1 0 . 1 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 2 0 . 5 0 . 9 0 . 9 0 . 3 0 . 2 0 . 7 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 4 0 . 8 1 . 3 1 . 9 1 . 6 0 . 8 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 4 0 . 6 1 . 0 1 . 4 2 . 1 2 . 9 2 . 1 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 0 . 5 0 . 8 1 . 0 1 . 5 1 . 7 2 . 2 2 . 2 1 . 0 0 . 5 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 1 0 . 4 0 . 8 1 . 0 1 . 1 0 . 9 1 . 4 1 . 5 1 . 5 1 . 3 0 . 9 0 . 6 0 . 3 0 . 1 0 . 3 0 . 5 0 . 1 0 . 1 0 . 0 0 . 0 0 . 1 0 . 5 1 . 1 1 . 4 1 . 4 1 . 5 1 . 1 1 . 3 1 . 3 1 . 2 1 . 2 1 . 4 0 . 9 0 . 5 0 . 4 0 . 3 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 4 0 . 9 2 . 2 2 . 7 1 . 7 1 . 6 1 . 3 1 . 2 1 . 2 1 . 3 1 . 7 2 . 6 2 . 4 0 . 8 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 3 1 . 8 2 . 8 2 . 4 1 . 6 1 . 3 1 . 2 1 . 3 1 . 4 1 . 6 2 . 4 2 . 9 1 . 4 0 . 5 0 . 2 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 2 1 . 5 1 . 4 1 . 2 1 . 2 1 . 3 1 . 4 1 . 5 1 . 8 1 . 6 1 . 7 1 . 1 0 . 4 0 . 1 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 6 1 . 0 1 . 0 1 . 3 1 . 4 1 . 5 1 . 4 1 . 3 1 . 6 1 . 5 1 . 3 0 . 6 0 . 2 0 . 5 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 6 1 . 2 2 . 1 1 . 8 1 . 9 1 . 6 1 . 6 1 . 8 1 . 9 1 . 0 0 . 5 0 . 4 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 2 0 . 6 2 . 2 3 . 0 2 . 1 1 . 8 1 . 7 1 . 8 2 . 2 2 . 6 2 . 1 0 . 5 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 3 1 . 0 2 . 0 2 . 2 1 . 6 1 . 6 1 . 9 2 . 0 3 . 2 2 . 7 1 . 0 0 . 4 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 4 0 . 7 0 . 3 0 . 5 1 . 2 1 . 2 1 . 2 1 . 9 2 . 2 1 . 9 1 . 8 1 . 5 0 . 8 0 . 2 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 1 0 . 2 0 . 3 0 . 4 0 . 2 0 . 2 0 . 4 0 . 7 1 . 4 2 . 0 2 . 0 2 . 1 1 . 6 1 . 1 0 . 7 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 7 0 . 3 0 . 2 0 . 5 0 . 4 0 . 2 0 . 1 0 . 1 0 . 3 0 . 9 1 . 8 2 . 1 1 . 9 1 . 8 1 . 8 1 . 1 0 . 5 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 0 1 . 4 0 . 8 0 . 5 0 . 4 0 . 4 0 . 2 0 . 2 0 . 2 0 . 5 1 . 5 1 . 9 2 . 3 2 . 1 1 . 5 1 . 5 0 . 9 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 7 1 . 2 1 . 9 2 . 5 2 . 0 0 . 5 0 . 3 0 . 4 0 . 3 0 . 2 0 . 4 1 . 1 1 . 7 1 . 7 1 . 6 1 . 3 1 . 0 0 . 4 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 3 0 . 6 1 . 2 1 . 6 3 . 1 2 . 4 1 . 0 0 . 9 1 . 2 0 . 8 0 . 3 0 . 2 0 . 4 1 . 0 1 . 5 1 . 4 1 . 1 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 3 0 . 6 1 . 3 1 . 5 1 . 7 1 . 8 2 . 0 1 . 8 1 . 5 0 . 9 0 . 4 0 . 2 0 . 4 0 . 9 1 . 1 0 . 5 0 . 2 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 1 0 . 2 0 . 5 1 . 2 1 . 4 2 . 1 2 . 4 2 . 2 1 . 7 1 . 4 1 . 0 0 . 5 0 . 5 0 . 6 0 . 6 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 4 2 . 2 2 . 2 2 . 4 1 . 9 1 . 4 1 . 2 0 . 8 0 . 9 0 . 9 0 . 7 0 . 3 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 1 . 5 1 . 8 1 . 7 1 . 5 1 . 3 1 . 0 1 . 0 1 . 4 1 . 3 1 . 1 0 . 5 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 6 1 . 2 1 . 5 1 . 4 1 . 0 0 . 9 1 . 6 1 . 7 2 . 2 1 . 3 0 . 4 0 . 1 0 . 0 0 . 0 0 . 0 0 . 2 0 . 4 0 . 9 1 . 0 0 . 9 1 . 3 1 . 4 3 . 2 2 . 2 0 . 6 0 . 2 0 . 1 0 . 0 0 . 0 0 . 2 0 . 3 0 . 5 0 . 6 0 . 9 1 . 1 1 . 8 2 . 0 1 . 4 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 4 0 . 4 0 . 4 0 . 6 0 . 9 1 . 2 0 . 6 0 . 3 0 . 4 0 . 6 0 . 1 0 . 0 0 . 8 0 . 8 0 . 7 0 . 4 0 . 3 0 . 5 0 . 6 0 . 2 0 . 1 0 . 3 0 . 2 0 . 1 0 . 7 1 . 2 1 . 3 1 . 3 0 . 5 0 . 1 0 . 2 0 . 1 0 . 1 0 . 0 0 . 1 0 . 1 1 . 0 1 . 6 2 . 2 1 . 3 0 . 4 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 4 1 . 3 1 . 7 2 . 9 1 . 9 0 . 3 0 . 1 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 5 0 . 7 1 . 3 1 . 6 2 . 3 1 . 1 0 . 4 0 . 7 0 . 2 0 . 1 0 . 0 0 . 0 0 . 8 1 . 0 1 . 0 1 . 1 1 . 5 1 . 0 0 . 4 0 . 2 0 . 4 0 . 1 0 . 1 0 . 0 0 . 9 1 . 2 1 . 5 1 . 5 1 . 1 1 . 1 0 . 8 0 . 2 0 . 1 0 . 1 0 . 1 0 . 0 1 . 0 1 . 9 1 . 7 1 . 9 1 . 5 0 . 9 0 . 4 0 . 1 0 . 1 0 . 1 0 . 1 0 . 1 0 . 4 1 . 7 2 . 9 2 . 3 1 . 5 1 . 0 0 . 5 0 . 2 0 . 1 0 . 1 0 . 0 0 . 1 0 . 2 0 . 8 2 . 3 2 . 4 1 . 4 0 . 9 0 . 5 0 . 2 0 . 1 0 . 0 0 . 5 0 . 3 0 . 4 1 . 1 1 . 1 0 . 7 0 . 3 0 . 1 0 . 1 0 . 1 0 . 3 0 . 4 0 . 3 0 . 1 0 . 1 0 . 0 0 . 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 © StatArea_1 PAVED DRIVES AND PARKING Illuminance (Fc) Average = 1.30 Maximum = 3.2 Minimum = 0.1 Avg/Min Ratio = 13.00 Max/Min Ratio = 32.00 StatArea_1 PAVED DRIVES AND PARKING Illuminance (Fc) Average = 1.30 Maximum = 3.2 Minimum = 0.1 Avg/Min Ratio = 13.00 Max/Min Ratio = 32.00 Luminaire Schedule Symbol Qty Label Arrangement Description 9 S4 SINGLE GREEN-NL-40W4K-U-IV-N-BK/ PLA-132-WM-PEND/PLB-460-4-14 (14' AFG) 2 S5 SINGLE GREEN-NL-40W4K-U-V-N-BK/ PLA132-WM-PEND/PLB-460-4-14 (14' AFG) © © © © ® © WWW.STORMTECH.COM 1-888-892-2694 WWW.STORMTECH.COM 1-888-892-2694 WWW.STORMTECH.COM © ©