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Planning Board Packet 09/22/21
© © © © © © © 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.10.20.20.20.10.10.30.10.10.00.00.10.20.50.90.90.30.20.70.30.10.00.00.00.10.20.40.81.31.91.60.80.30.10.10.00.00.00.00.20.40.61.01.42.12.92.10.40.10.10.00.00.10.00.00.00.10.30.50.81.01.51.72.22.21.00.50.10.10.10.10.10.10.00.00.00.10.40.81.01.10.91.41.51.51.30.90.60.30.10.30.50.10.10.00.00.10.51.11.41.41.51.11.31.31.21.21.40.90.50.40.30.10.10.00.00.00.40.92.22.71.71.61.31.21.21.31.72.62.40.80.20.10.00.00.00.00.00.00.31.82.82.41.61.31.21.31.41.62.42.91.40.50.20.10.10.00.00.00.00.01.21.51.41.21.21.31.41.51.81.61.71.10.40.10.10.10.10.00.00.00.00.61.01.01.31.41.51.41.31.61.51.30.60.20.50.30.10.00.00.00.00.00.20.61.22.11.81.91.61.61.81.91.00.50.40.40.10.10.00.00.00.00.00.00.20.62.23.02.11.81.71.82.22.62.10.50.20.10.00.00.00.00.00.00.00.00.10.10.31.02.02.21.61.61.92.03.22.71.00.40.10.00.00.00.00.00.00.00.00.00.10.20.40.70.30.51.21.21.21.92.21.91.81.50.80.20.00.00.00.00.00.00.00.00.10.10.20.30.40.20.20.40.71.42.02.02.11.61.10.70.30.10.00.00.00.00.00.00.70.30.20.50.40.20.10.10.30.91.82.11.91.81.81.10.50.20.10.00.00.00.00.01.01.40.80.50.40.40.20.20.20.51.51.92.32.11.51.50.90.30.10.00.00.00.00.00.00.71.21.92.52.00.50.30.40.30.20.41.11.71.71.61.31.00.40.20.10.00.00.00.00.00.30.61.21.63.12.41.00.91.20.80.30.20.41.01.51.41.10.40.10.10.00.00.00.00.00.10.30.61.31.51.71.82.01.81.50.90.40.20.40.91.10.50.20.10.00.00.00.00.00.10.20.51.21.42.12.42.21.71.41.00.50.50.60.60.30.10.00.00.00.00.00.01.42.22.22.41.91.41.20.80.90.90.70.30.10.00.00.00.00.01.51.81.71.51.31.01.01.41.31.10.50.10.00.00.00.00.61.21.51.41.00.91.61.72.21.30.40.10.00.00.00.20.40.91.00.91.31.43.22.20.60.20.10.00.00.20.30.50.60.91.11.82.01.40.40.10.10.00.00.40.40.40.60.91.20.60.30.40.60.10.00.80.80.70.40.30.50.60.20.10.30.20.10.71.21.31.30.50.10.20.10.10.00.10.11.01.62.21.30.40.10.10.00.00.00.00.41.31.72.91.90.30.10.10.10.00.00.00.50.71.31.62.31.10.40.70.20.10.00.00.81.01.01.11.51.00.40.20.40.10.10.00.91.21.51.51.11.10.80.20.10.10.10.01.01.91.71.91.50.90.40.10.10.10.10.10.41.72.92.31.51.00.50.20.10.10.00.10.20.82.32.41.40.90.50.20.10.00.50.30.41.11.10.70.30.10.10.10.30.40.30.10.10.00.10.10.00.00.00.00.0© StatArea_1PAVED DRIVES AND PARKINGIlluminance (Fc)Average = 1.30Maximum = 3.2Minimum = 0.1Avg/Min Ratio = 13.00Max/Min Ratio = 32.00StatArea_1PAVED DRIVES AND PARKINGIlluminance (Fc)Average = 1.30Maximum = 3.2Minimum = 0.1Avg/Min Ratio = 13.00Max/Min Ratio = 32.00Luminaire ScheduleSymbolQtyLabelArrangementDescription9S4SINGLEGREEN-NL-40W4K-U-IV-N-BK/ PLA-132-WM-PEND/PLB-460-4-14 (14' AFG)2S5SINGLEGREEN-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 © © © © © © NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 31848-01 COVER-DETAILS. DESIGN: STOCKADE PANEL CEDAR PRIVACY FENCE www.avofenceandsupply.com CADdetails.com B e a u t i f u l B o r d e r s TM EST.1975 AVO FENCE & SUPPLY, INC. 50 WASHINGTON ST. ROUTE 138 STOUGHTON, MA 02072 PHONE: (781) 341-2963 FAX: (781) 341-8922 31848-01 COVER-DETAILS PROTECTED BY COPYRIGHT ©2021 CADDETAILS.COM LTD. REVISION DATE 06/16/2021 FRONT VIEW 1" X 3" STOCKADE PANEL SELECT DESIRED PANEL HEIGHT: 4'6'8' SELECT DESIRED PANELS WIDTH UP TO 10' (8' STANDARD): ___________________________ PANELS WIDTH BACKING RAIL 5" DIA. ROUND P.T. OR CEDAR POST M+D 2 X 3 COLONIAL 2 X 3 CEDAR 2 X 4 PT 2 X 4 SELECT DESIRED RAIL: RUSTIC ROUND CEDAR SQUARE CEDAR SELECT DESIRED POST: ROUND P.T. SQUARE P.T. CHAMFER TOP www.CADdetails.com ILLUSIONS VINYL FENCE MEDFORD, NY 11763 TOLL FREE: 1-800-339-3362 PROTECTED BY COPYRIGHT ©2012 CADdetails.com LTD. AVAILABLE IN GRAND ILLUSIONS 35 COLORS AND 5 AUTHENTIC WOODGRAINS G RAN DILLUs i o N s C O L O R RCSPET U M ALL STYLES RAND LLUSIONSGI WOODGRAIN VINYL FENCE ™ ™ www.illusionsfence.com 3708-175 V350-3TR, 42TR, 4TR, 5TR SELECT DESIRED POST CAP MODEL NEW ENGLAND - V55NE FLAT - V55FO FRENCH GOTHIC - V55FG TEARDROP - V55TD COACHMAN - V55CM BALL - V55BC SOLAR - V55P SOLAR - V55O NOTES: 1. ALL ILLUSIONS VINYL FENCES ARE ASTM F964-09 COMPLIANT 2. AVAILABLE IN GRAND ILLUSIONS COLOR SPECTRUM (35 COLORS) AND GRAND ILLUSIONS VINYL WOODBOND (5 AUTHENTIC WOODGRAINS) SELECT DESIRED POST OPTIONS: 5" X 5" - .140 WALL 5" X 5" H.D. - .250 WALL MAJESTIC ™ 8" X 8" - .250 WALL SEE ACCOMPANYING SPECIFICATIONS FOR MORE INFORMATION. FRONT ELEVATION 93.5" 98.5"2"10.5"6"CBA3.5"H(FT) 3 42 4 5 B INCHES 22 40 34 34 H(FT) 3 42 4 5 C INCHES 16 22 28 40 H(FT) 3 42 4 5 A INCHES 60 84 84 96 3"DH(FT) 3 42 4 5 D INCHES 36 42 48 60 3" 3', 42", 4', 5' H X 8' W 3" STRAIGHT CONTEMPORARY PICKET FENCE WITH DOG EAR CAP THRU-RAIL REVISION DATE 08/03/2012 SHEET NO.JOB NO.SUBJECT:SCALE:DRAWN BY:DATE:THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.PROJECT:ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05657 BREWSTER, MA180803/30/2021BB COVER SHEET CS-1 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 D-2.0 DEMO SECOND FLOOR PLAN ARCHITECTURAL A-1.0 FIRST FLOOR PLAN A-1.1 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-2.0 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-4.2 ENLARGED SE ELEVATION DETAILS A-4.3 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-6.3 WALL SECTIONS A-7.0 PARTITION TYPES & DETAILS A-8.0 BATHROOM DETAILS A-9.0 INTERIOR ELEVATIONS A-10.0 STAIR @ RAMP DETAILS A-11.0 DOOR AND WINDOW SCHEDULE A-12.0 MILLWORK DETAILS A-13.0 ROOM FINISH SCHEDULE Date: March 30th, 2021 Project #1808-A Jurisdiction: Town of Brewster, Massachusetts Building Location: 1646 Main St, Brewster, MA Applicable Codes (w/ amendments per the State of Massachusetts): The Massachusetts Building Code, 9th Edition, including but not limited to 780 CMR The International Building Code, 2015 The International Energy Conservation Code, 2018 Commonwealth of MA Gas & Plumbing Code 248 CMR MA Architectural Access Board, 521 CMR MA Fire Code 527 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 903.3.1.1 Gross Areas: Existing First Floor: 5,200 SF (gross) outside to outside face of foundation New Additions includes: Fire Musuem Atrium: 352 SF (gross) - NEW Elevator / Elevator Machine Room: 118 SF (gross) NEW Total First Floor (including additions) = 5,470 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 A-3 – Assembly (4,249 SF gross 1st FL - 4650 SF net 2nd FL) -Office Areas (Accessory areas) B - Business (137 SF gross 1st FL - 275 SF gross 2nd FL) -Classroom, Computer classroom, B - Business Vocational Shop, & Sensory (958 SF gross !st FL - (Accessory area) 120 SF gross 2nd FL) Type of Construction: Type 2B - Unprotected, non-combustible construction. Existing concrete exterior walls with interior metal stud infill. Existing floors are 12" concrete plank w/ 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 2B Construction) (NS) = 9,500 SF Tabular Building Area per floor for Use A-3 (Type 2B Construction) (SM) = 28,500 SF Allowable Increase for Frontage (Based on 100% open perimeter): 150% Allowable Increase for Sprinkler: 200% Area Calculations (per IBC Section 506.2.4) Formula: Aa = [At + (NS x If) Aa = Allowable Building Area At = Tabular Building area factor (NS, S13R or SM as applicable) NS = Tabular allowable area factor in accordance with Table 506.2 for non sprinkleredd bldg. (regardless of whether the building is sprinkled) If = Increase for Frontage (per IBC 506.3) Building Height (The vertical distance from grade plane to the average height of the highest roof surface [IBC 502.1]): Tabular Building Height per floor for Use A-3 (Type 2B Construction, sprinklered = 3 stories, 75’ max. Per tables 504.3 & 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 & B 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 B) 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 508.2.3 Occupant Loads:(per NFPA Life Safety Chart 7.3.1.2 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. / 7 s.f. net per person = 219 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/Kiln room: 322 s.f. / 50 s.f. net per person = 7 occupants Computer Room: 207 s.f. / 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 = 447 occupants Sensory Room: 120 s.f. / 15 s.f. net per person = 8 occupants Fitness/Wellness Area: 927 s.f. / 50 s.f. net per person = 19 occupants Locker Rooms 840 s.f. / 50 s.f. gross per person = 17 occupants SUBTOTAL Second Floor = 494 occupants TOTAL= 789 occupants Means of Egress: Per IBC 1005.3 Capacity Factors: Egress width (inch/occupant) level components and ramps = .2”. Egress width for stairs = .3” for stairs over 44” wide Note:Single 36” door provides 34” clear. Double 36” doors provides 70” clear. Fire Rated Assemblies: Fire separation assembly shall be constructed as a Fire Barrier in Accordance with IBC Section 707. 1 hr rated vertical Fire Barrier separating the Elevator Shaft from each floor. (Per IBC 713.4) 1 hr rated vertical Fire Barriers separating the Platform and Back Stage (Per IBC 410.5.1). 1 hr rated vertical Fire Barriers separating the Kiln Room to adjacent spaces (Per IBC table 509). 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 705.8. (Complies) Multi-Level Buildings & Facilities: An accessible route (elevator) is provided per 521 CMR 28.1 Water Closets & Lavatories (Per Commonwealth of MA Gas&Plumbing Code 248 CMR): First and Second Floor (Assembly): 408 People divided by 2 = 204 males, 204 females. Male Water Closets: 204 Males: 1 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 ComCheck report under separate cover First Floor (A-3 Use Occupant load = 295) Occupant load for Auditorium floor area were figured as 50% of the total occupant load shall have means of egress provided without passing through adjacent fixed seating areas. Per 12.2.5.3 Level Components (Exit Doors) & Ramps: 282 people x .2” per person = 56.4” Actual provided = Two sets of double 36” doors (140” 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. 295 people divided by 2 = 148 people x .2”= 29.6”required at main entrance Actual provided at main entrance: 70” (Complies) 12.2.4 Number of Exits: Two Exits minimum required from first floor per IBC 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 & accessory spaces only - Occupant load 243) 12.2.3 Capacity of Means of Egress: Level Components (Exist Doors) & Ramps: 224 people x .2" per person = 44.8" Actual provided from auditorium = One sets of double 36" doors (70" 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. 243 people divided by 2 = 122 people x .2” = 24.4” required at main entrance Actual provided at main entrance: 70” (Complies) 12.2.4 Number of Exits: Two Exits minimum required from first floor per IBC Table 1006.3.1 (Less than 500 people) (Complies) Second Floor (Occupant load = 494) Occupant load for Gymansium (Area floor) area were figured as 50% of the total occupant load shall have means of egress provided without passing through adjacent fixed seating areas. Per 12.2.5.3 12.2.3 Capacity of Means of Egress: Lockers Rooms were excluded as a non-concurrent use. Level Components (Exit Doors) & Ramps: 494 people x .2” per person = 98.8” Actual provided =One single 36" door & one set of double 36” 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” = 49.4” required at main entrance Actual provided at main entrance/exit: 70” (Complies) In this case, most people will use the central convenience stair as the "main entrance" to the second floor, which is 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 ramp leading to a street. (Complies) 12.2.4 Number of Exits: Two Exits minimum required from second floor per NFPA Section 7.4.1.2 (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 (Gynamsium only - Occupant load 447) 12.2.3 Capacity of Means of Egress: Level Components (Exist Doors) & Ramps: 447 people x .2" per person = 89.4" Actual provided from auditorium = One set of double 36" 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. 447 people divided by 2 = 224 people x .2” = 44.8” required at main entrance Actual provided at main entrance/exit: 70” (Complies) 12.2.4 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 7.2.2.2.1.2(B) Actual Provided: (1) – 44” stairways (44” clear total) (Complies) Frontage Increase: (Per Section 506.3) Formula: If = [F/P - .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: P = 332' F = 332' If = [332/332 - 0.25]29.8/30 = .745 ~ (75%) Allowable Increase for Frontage: 75% Allowable Increase for Sprinkler: 200% Area Modifications: (per section 506) For A-3 Use (more restrictive than B) of Type 2B Construction, the tabular area value for sprinklered building (SM) = 28,500 SF Aa = 28,500 [9,500 x .75] = 35,625 SF (per story) Actual floor area First Floor : 5,344 SF (Complies) Actual floor area Second Floor: 5,045 SF (Complies) REV. NODESCRIPTION OF REV.REV.DATE REF.UP EXISTING BEAM ABOVE 8'-9 1/2" @ B.O.H.42'-0"42'-0" (F.F.E. + 1'-7") (F.F.E. + 0'-0") CURVED SOFFIT ABOVE 1'-0" 7'-11 1/2"14'-9 1/8"9'-4"7'-11 1/2" 1'-0" UP (F.F.E. + 1'-5" ) CUVRED SOFFIT ABOVE UP UP W.C. (F.F.E. + 1'-5")NEW ADDITION28'-7"6'-0 1/2"6'-4 1/2"8'-0"6'-8 1/2"4'-8"19'-3"4'-8"6'-8 1/2"5'-9"14'-8"20'-8"20'-4"20'-5"42'-0"NEW ADDITION 11'-4"4'-0"20'-5"SOUND/ LIGHTING BOOTH (F.F.E. @ 6") COUNTER & MIRROR 1 A-5.1 1 A-5.1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 3 A-5.0 3 A-5.0 2 A-5.1 2 A-5.1 3 A-5.1 3 A-5.1 3 A-5.2 3 A-5.2 2 A-6.0 1 A-6.0 3 A-6.0 1 A-6.1 3 A-6.1 3 A-6.2 1 A-6.3 4 A-5.2 4 A-5.2 RECEPTION 102 ELEC. ROOM 104 MAIN LOBBY 106 ELEVATOR 107 MECHANICAL ROOM 108 OFFICE 1 103 HISTORY FIRE MUSEUM 101 MEETING ROOM 115 BACKSTAGE STORAGE 113 DRESSING ROOM 114 PLATFORM 112-B AUDITORIUM 112 STAIRCASE 109 2'-4"14'-4"12'-5"8'-0"MECHANICAL/ STORAGE ROOM 110 MAIN CORRIDOR 111 WOMENS RESTROOM 117 MENS RESTROOM 116 COMPUTER LAB 118 WOODSHOP 119 113 119 117 112111 110 108 109 120 118 ETR-A ETR-B ETR-B ETR-B 1 2 3 43.8 6 4'-2 9/16"3"11'-1"4"3'-8"16'-8"42'-0"20'-4" A B B C C D B.8 B.2 B.3 B.6 B.4 B.56'-8 1/2"3"8'-4"6"6"9'-5"6"6"8'-4"3"6'-8 1/2"A.5 A-8.0 1 107 KITCHENETTE 112-C I.T. RM 122 102 20'-5"116 117 STORAGE 105 A-12.0 2 A-12.0 1 A-7.0 1 2 2 2 6 6 6 6 6 6 6 6 6 6 6 6 7 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 SLOPED WALL @ RAMP 1 5 SOUND BOOTH WALLS @ 3'-6" 1 8 1 8 JAN. SINK 1 A-5.2 KILN ROOM 120 104 54.9 B.21 B.3.5 B.5.5 B.5.6 4'-2 1/2" 3.9 A-10.0 1A-9.02 A-9.01SPRINKLER RISER 105 114115 RETAINING WALL DESIGNED & LOCATION BY CIVIL ENGINEER/LANDSCAPE ARCHITECT. COORDINATE WITH GENERAL CONTRACTOR RETAINING WALL & RAMP DESIGN/LOCATION BY CIVIL ENGINEER/LANDSCAPE ARCHITECT. COORDINATE WITH GENERAL CONTRACTOR (F.F.E. + 0'-0" )1:12 SLOPE1:12 SLOPERAMP LANDING (F.F.E. @ 0'-9") RAMP LANDING 1: 12 SLOPE RAMP 120 101 PROVIDE DRAINAGE AT LANDING OF RAMP UP2A-4.01A-4.01A-4.12A-4.1SHEET NO.JOB NO.SUBJECT:SCALE:DRAWN BY:DATE:THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.PROJECT:ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05657 1/4" = 1'-0"BREWSTER, MA180804/02/2020BBREV. NODESCRIPTION OF REV.REV.DATEN E S W DN DW REMOVE EXISTING WINDOW & INFILL W/ CONCRETE REMOVE EXISTING WINDOWS OPEN EQUIPMENT STORAGEFIT 3 MULTI-GYM BENCHES W.C. HISTORY FIRE MUSEUM BELOW 27'-7"3'-0"3'-6"22'-1"20'-5"20'-8"20'-5"42'-0"20'-5"20'-4"42'-0" NEW ADDITION 16'-8" 3'-8" 4" 11'-1" 3" 4'-2 1/2" 7'-0"24'-0 1/8"4'-0"12 CUBBIES (2 ROWS OF SIX) 1 A-5.1 1 A-5.1 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 3 A-5.0 3 A-5.0 2 A-5.1 2 A-5.1 3 A-5.1 3 A-5.1 3 A-5.2 3 A-5.2 2 A-6.0 1 A-6.0 3 A-6.0 ACT CEILING CEILING LINE ABOVE 1 A-6.1 3 A-6.1 40'-8" 4'-10"3'-8"4'-1"3'-8"4'-1"8"20'-4"20'-4"6'-8 1/2"8'-3"5'-4 1/2"8"6'-7 1/2"8'-5"5'-4 1/2"8"8"5'-10"11'-4"6'-4 3/4"9'-6 1/4"7'-7"8"6'-0"8'-4 1/2"5'-4 1/2"8"5'-1"11'-1"3'-10" 8"3'-0 1/2"3'-8"3'-7"3'-8"4'-8"3'-8"4'-10"8"9'-3"11'-3"10'-11"9'-3"8" 3 A-6.2 1 A-6.3 4 A-5.2 4 A-5.2 MEN'S LOCKER RM 208 WOMENS LOCKER ROOM 207 UPPER LOBBY 201 SENSORY ROOM 202 OFFICE 3 203 OFFICE 2 204 FITNESS ROOM 205 GYMNASIUM COURT 206-C WALKING TRACK 206-B GYMNASIUM 206 REMOVE EXISTING WINDOW & ADD NEW ELEVATOR DOOR 3'-8"3'-0 1/2"8"3'-7"3'-8"4'-8"3'-8"4'-10"REMOVE EXISTING WINDOW & INFILL REMOVE EXISTING WINDOW & INFILL REMOVE EXISTING WINDOW & INFILL REMOVE EXISTING DOOR & ADD NEW WINDOW PLUMBING CHASE 201 205206 207 209 ETR-C ETR-B ETR-C ETR-B ETR-B ETR-B ETR-B ETR-B ETR-B ETR-B ETR-B ETR-B ETR-B ETR-B ETR-B NEW ADDITION28'-7"1 2 3 43.8 6 A A B B C D B.8 B.2 B.3 B.6 B.4 B.53"8'-4"6"6"9'-5"6"6"8'-4"3"6'-8 1/2"A.512'-5"NEW ADDITION8'-0"6'-8 1/2"BENCH 208 A-8.0 6 REMOVE EXISTING WINDOW & INFILL 1 A-5.2 54.9 B.21 B.5.5 B.5.6 3.9 1 1 1 1 1 1 1 3 1 3 1 1 1 1 6 6 6 6 6 6 5 1 1 6 1 1 6 1 6 9 16" F 204 203 202 1 RAMP GRADE TO BE DETERMINED BY CIVIL ENGINEER & LANDSCAPE ARCHITECT & COORDINATED WITH GENERAL CONTRACTOR ETR-B SHEET NO.JOB NO.SUBJECT:SCALE:DRAWN BY:DATE:THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.PROJECT:ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05657 1/4" = 1'-0"BREWSTER, MA180804/02/2020BBREV. NODESCRIPTION OF REV.REV.DATEN E S W FIRST FLOOR 0" SECOND FLOOR 11' -0" EXIST. FIRST FLOOR LANDING 2' -0" T.O. CONCRETE 18' -10" 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 3 A-5.0 3 A-5.0 ELEVATOR T.O. WALL 22' -11" T.O TOWER WALL 24' -4" ABCDB.8 B.2B.3B.6 B.4B.5 A.5 ETR-BETR-B ETR-B ETR-B T.O. RADIANT 2ND FL 11' -1 1/2" T.O. RADIANT 1ST FL 4" B.21B.3.5B.5.5B.5.6 NEW 1ST FLOOR UPPER LEVEL 1' -7" T.O. CMU ELEV. 18' -8" CEMENT BOARD HORIZONTAL LAP SIDING COLOR LIGHT MIST MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING CEMENT BOARD SHINGLE STYLE SIDING COLOR LIGHT MIST MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL AZEK TRIM BOARD COLOR - WHITE AZEK WINDOW TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL ASPHALT SHINGLES EXISTING TO REMAIN ASPHALT SHINGLES MATCH TO EXISTING SEE ROOF PLAN EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL NEW VINYL WINDOWS COLOR - WHITE ANDERSEN 400 SERIES (OR EQUAL) W/ GRILLES BETWEEN GLASS (GBG) 4" FLAT TRIM (SEE DETAILS IN WINDOW SCHEDULE) EXISTING WINDOW FRAME WINDOWS COLOR - PAINTED WHITE FRAME SEE WINDOW SCHEDULE - EXISTING TO REMAIN - PAINT FRAMES WHITE INSULATED HOLLOW METAL PANEL DOOR W/ GALVANIZED HOLLOW METAL FRAMES PAINTED WHITE TRIM COLOR MATCH TO AZEK WHITE TRIM SEE ROOF PLAN NEW WOOD EXTERIOR DOORS COLOR - PREFINISHED WHITE ANDERSEN DOORS OR EQUAL (SEE DOOR SCHEDULE) GALVANIZED METAL RAIL COLOR - PAINTED BLACK COLOR MATCH TO BENJAMIN MOORE BLACK OR EQUAL CLOCK CLOCK TO BE DETERMINED COPPER ROOFING COPPER ROOF AT CUPOLA CONCRETE RETAINING WALL DESIGNED BY CIVIL ENGINEER COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL FIRST FLOOR 0" FIRST FLOOR 0" SECOND FLOOR 11' -0" SECOND FLOOR 11' -0" EXIST. FIRST FLOOR LANDING 2' -0" T.O. CONCRETE 18' -10" T.O. CONCRETE 18' -10" 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 3 A-5.1 3 A-5.1 3 A-5.2 3 A-5.2 ELEVATOR T.O. WALL 22' -11" 4 A-5.2 4 A-5.2 12343.86 A-4.2 2 A-4.2 3 ETR-B ETR-CETR-C ETR-B 119 ETR-B ETR-B ETR-A T.O. RADIANT 2ND FL 11' -1 1/2" T.O. RADIANT 1ST FL 4" T.O. RADIANT 1ST FL 4" 5 4.9 3.9 NEW 1ST FLOOR UPPER LEVEL 1' -7" T.O. CMU ELEV. 18' -8" SHEET NO.JOB NO.SUBJECT:SCALE:DRAWN BY:DATE:THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.PROJECT:ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05657 1/4" = 1'-0"BREWSTER, MA180804/02/2020BB 1/4" = 1'-0"A-4.0 1 1/4" = 1'-0"A-4.0 2 REV. NODESCRIPTION OF REV.REV.DATE SECOND FLOOR 11' -0" T.O. CONCRETE 18' -10" ETR-BETR-B ETR-B ETR-B CEMENT BOARD HORIZONTAL LAP SIDING COLOR LIGHT MIST MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING CEMENT BOARD SHINGLE STYLE SIDING COLOR LIGHT MIST MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL AZEK TRIM BOARD COLOR - WHITE AZEK WINDOW TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL ASPHALT SHINGLES EXISTING TO REMAIN ASPHALT SHINGLES MATCH TO EXISTING SEE ROOF PLAN EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL NEW VINYL WINDOWS COLOR - WHITE ANDERSEN 400 SERIES (OR EQUAL) W/ GRILLES BETWEEN GLASS (GBG) 4" FLAT TRIM (SEE DETAILS IN WINDOW SCHEDULE) EXISTING WINDOW FRAME WINDOWS COLOR - PAINTED WHITE FRAME SEE WINDOW SCHEDULE - EXISTING TO REMAIN - PAINT FRAMES WHITE INSULATED HOLLOW METAL PANEL DOOR W/ GALVANIZED HOLLOW METAL FRAMES PAINTED WHITE TRIM COLOR MATCH TO AZEK WHITE TRIM SEE ROOF PLAN NEW WOOD EXTERIOR DOORS COLOR - PREFINISHED WHITE ANDERSEN DOORS OR EQUAL (SEE DOOR SCHEDULE) GALVANIZED METAL RAIL COLOR - PAINTED BLACK COLOR MATCH TO BENJAMIN MOORE BLACK OR EQUAL CLOCK CLOCK TO BE DETERMINED COPPER ROOFING COPPER ROOF AT CUPOLA CONCRETE RETAINING WALL DESIGNED BY CIVIL ENGINEER COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL FIRST FLOOR 0" SECOND FLOOR 11' -0" T.O. CONCRETE 18' -10" T.O TOWER WALL 24' -4" NEW 1ST FLOOR UPPER LEVEL 1' -7" ETR-B ETR-B ETR-B 201 ETR-B ETR-B GRADE PLAN TO T.O. ROOF24'-5"GRADE PLANE TO T.O. CUPOLA30'-5"27'-5" SHEET NO.JOB NO.SUBJECT:SCALE:DRAWN BY:DATE:THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.PROJECT:ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 05657 1/4" = 1'-0"BREWSTER, MA180804/02/2020BB 1/4" = 1'-0"A-4.1 1 1/4" = 1'-0"A-4.1 2 REV. NODESCRIPTION OF REV.REV.DATE SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.1/8" = 1'-0"180803/29/2021BBBREWSTER, MA ARCHITECTURAL A-1.0 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 & 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-6.2 OVERALL STUDENT HOUSING / MEETING HOUSE A-6.4 WINDOW SCHEDULE A-7.0 BATHROOM DETAIL & MILLWORK A-8.0 INTERIOR ELEVATIONS A-9.0 DOOR AND WINDOW SCHEDULE A-10.0 FINISH SCHEDULE CS-1 COVER SHEET Date: 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 780 CMR The International Building Code, 2015 The International Energy Conservation Code, 2018 Commonwealth of MA Gas & Plumbing Code 248 CMR MA Architectural Access Board, 521 CMR MA Fire Code 527 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 & Laundry Room. Use Group Classifications: IBC 303.1.1 & 304.1 - Office Areas (and Accessory areas) B - Business IBC 310.4 - Residential Apartments R-2 Gross Areas: Existing Basement: 1,736 SF (gross - outside to outside of foundation) New Addition: -Interior Enclosed Exit Stair: 134 SF SUBTOTAL = 1,870 SF Existing First Floor: 2,070 SF (Gross - including two porch roof overhangs) New Additions: -Interior Enclosed Exit Stair: 134 SF -Womens Restroom: 153 SF -Two-Story Residential Apartment Building: 2,783 SF SUBTOTAL = 5,140 SF (Footprint) New Second Floor: 772 SF (Gross) New Addition: -Residential Apartment Building TOTAL (All Existing and New Additions) = 10,010 Gross Floor Area Type of Construction: Type 5B - Unprotected, wood framed construction. Existing 2x4 wood stud exterior walls with batt insulation filled cavity. Existing floors are 8" concrete hollow planks with 4" concrete top slab. Existing roof members are pre-engineered wood trusses with batt insulation in ceiling. New Addition to be Type 5B Construction. Height and Area: Building Area (Per IBC Table 506.2) Tabular Building Area per floor for use R-2 (Type 5B Construction) (SR13) = 7,000 SF Tabular Building Area per floor for use B (Type 5B Construction) (SM) = 27,000 SF Allowable increase for frontage (Based on 100% open perimeter) = 61% Allowable increase for Sprinkler = 200% Height and Area: Non-Separated Occupancies per IBC 508.3 Area Calculations (Per IBC Table 506.2.4) Formula: Aa = [At + (NS x If)] Aa = Allowable Building Area At = Tabular Building Area factor (NS, S13R, SM as applicable) NS = Tabular allowable area factor in accordance with Table 506.2.7 for non-sprinklered building (regardless if building is sprinkled) If = Increase for Frontage (per IBC 506.3) Frontage Increase: (Per IBC Section 506.3) 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 - .25] 30/30 = .61 Allowable increase for Frontage = 61% Area Modifications: (per Section 506) For - B Use (Type 5B Construction), the tabular area value for sprinklered building (S1) = 7,000 SF - R-1 Use (Type 5B Construction), the tabular area value for sprinklered building (S-R13) = 7,000 SF (SM) - 21,000 SF Aa = 7000 + [7000 x .61] = 11,270 SF (per story) Actual Floor Area First Floor = 5,140 SF (Complies) Actual Floor Area Second Floor = 3,000 SF (Complies) Building Height: (Vertical distance from grade plane to average height of the highest roof surface [IBC 502.1]) Per IBC Tables 504.3 & 504.4: Tabular Building Height per floor for Use B (Type 5B Construction), sprinkled (S1). = 3 stories, 60 ft Max Tabular Building Height per floor for Use R-2 (Type 5B Construction), sprinkled(S-R13). = 3 stories, 60 ft Max The proposed building is two stories + Approx. 25 ft from average grade plane to average roof surface (Complies) (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: 1712 s.f. / 300 s.f. gross per person = 6 occupants First Floor: -Offices: 930 s.f. / 100 s.f. gross per person = 9 occupants -Common Area 448 s.f. / 15 s.f. gross per person = 30 occupants -Apartments: 1,200 s.f. / 200 s.f. gross per person = 6 occupants -Student Lounge: 238 s.f. / 15 s.f gross per person = 16 occupants Second Floor: -Apartments: 3,000 s.f. / 200 gross per person = 15 occupants TOTAL = 82 occupants Egress: Per IBC 1005.31 & 1005.3.2: Egress width (inch/occupant) level components and ramps = .2"; Egress width (inch/occupant) width for stairs = .3" First Floor Existing Building & 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 (72" double door) New Apartment Addition - One exit foor (36" single door) and one double door exit (72" double door) Note: All Single 36" doors are 34" clear, and all 72" double doors are 70" 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 (Complies). 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 #1 - 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 (Complies). 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 (Complies). 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 716.2 Fire window exterior shall be min 3/4 hr fire assemblies with 1 HR rated exterior wall assembly. Per IBC 716.6 Ducts & Transfer Openings shall be per section 717 Fire Rated Assemblies: Dwelling Unit Floor/Ceiling - 420.3 -711.2.4.3 = 1 Hr, Exception = 1/2 Hr. w/ Sprinkler Dwelling Unit Walls - 420.2 -708.3 = 1 Hr, Exception #2 = 1/2 Hr. w/ Sprinkler Occupany B & 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 5B, 10 < x < 30 use R & B) Stairway Shafts Laundry Room - 509 = 1 Hr or Auto Sprinklers 705.5 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 5B ) 705.6 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 distance less than 10 ft. Floor draftstopping: 1/2" GWB at bottom of trusses per 717.3.1 Attic draftstopping: Subdivide attic into less than 3,000 s.f. per 717.4.3 and 717.3.1 Plumbing Fixtures: Minimum Facilities for Building Occupancy: (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(18)(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 CMR Table 1. (Complies) Urinals = 33% (Complies) Lavatories: 1 per 50 occupants of each male and female restrooms (Complies) Drinking fountains: CMR 248 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 REV. NODESCRIPTION OF REV.REV.DATE DN DN DN DN UP UP 1 1 2 2 5 4.3 4.1 A B C D E F G 3 4 2'-0"31'-10"3'-1" 36'-11"20'-11"27'-3 1/2"48'-2 1/2"20'-11"42'-10 3/4"8'-7"63'-9 3/4"36' -4"10 '-7 1 /2 "2 8 '-1"3 8 '-8 1/2 "120.00°2 A -4 .5 COVERED ROOF SEE ELEVATIONS 1 CS-1 4'-0"6'-0"1'-6"3'-0" 3'-0" 1 0'-0"31 ' - 1 0 1 /4" 4 '-0 "4'-0"1A -4 .11 A-4.0 HARDSCAPE (SEE LANDSCAPE ARCHITECT/CIVIL DWGS) SEE CIVIL DRAWINGS FOR HARDSCAPE PLANS AMPHITHEATER PLANS BY CIVIL ENGINEER & LANDSCAPE ARCHITECT SEE CIVIL DRAWINGS FOR HARDSCAPE PLANS EXISTING MEETING HOUSE 1 5'-6" 1 2' - 1 0 3/4" w/h w/h W/D HIGH WINDOW HIGH WINDOW5' -0" 24'-6 3/4" 4'-6" w/h SPRINKLER RISER ELECTRICAL PANEL TV JANITORS SINK HIGH WINDOW HIGH WINDOW HIGH WINDOW HIGH WINDOW 1 2 3 4 C 2.8 3.8 8'-7" STACKABLE WASHER/DRYER SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.3/16" = 1'-0"180803/29/2021BBBREWSTER, MA 3/16" = 1'-0"A-1.0 1 FIRST FLOOR = 2940 SQ. FT. SECOND FLOOR = 2980 SQ FT. TOTAL = 5,820 SQ FT REV. NODESCRIPTION OF REV.REV.DATE DN DN 36'-11" 1 1 2 2 5 4.3 4.1 A D E F G 3 420'-11"42'-10 3/4"1 A-4.4 1 A-4.5 2 A -4 .5 1 CS-1 MEETING HOUSE COVERED EXTERIOR ROOF 1 A -4 .1 1 A-4.0 2 A-4.0 2 A-4.1 7:12 SLOPE w/h w/h w/h w/h w/h 36'-4" 1 0 '-7 1 /2 "2 8 '-1"3'-1"6' - 1 0" A-6.43 A -6 .4 2 A-6.4 4 A -6 .4 7SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.3/16" = 1'-0"180803/29/2021BBBREWSTER, MA 3/16" = 1'-0"A-2.0 2 REV. NODESCRIPTION OF REV.REV.DATE FIRST FLOOR 0" FIRST FLOOR 0" 2ND FLOOR 10' -2" T.O. ROOF 28' -8 1/2" T.O. CUPOLA 34' -11" AMPITHEATER WALL MATERIAL GRANITE STONE STYLE (TO BE DETERMINED BY OWNER) SLIDING BARN WOOD DOORS - PAINTED WHITEGRADE PLANE TO T.O. ROOF29'-8 1/2"GRADE PLANE TO T.O. CUPOLA35'-11"2ND FL T.O. WALL 19' -3" GRADING SHALL BE DETERMINED BY CIVIL ENGINEER CEILING 9' -0" CEILING 9' -0" 2ND FLOOR 10' -2" T.O. ROOF 28' -8 1/2" T.O. CUPOLA 34' -11"CEMENT BOARD HORIZONTAL LAP SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING CEMENT BOARD SHINGLE STYLE SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL AZEK TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL ASPHALT SHINGLES EXISTING TO REMAIN ASPHALT SHINGLES MATCH TO EXISTING SEE ROOF PLAN EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL VINYL WINDOWS (DOUBLE PANE) WHITE CASING SEE WINDOW FRAME INSULATED HOLLOW METAL DOOR W/ GALVANIZED H.M. FRAMES PAINTED WHITE TRIM COLOR MATCH TO AZEK WHITE TRIM SEE ROOF PLAN ALUMINUM & GLASS STOREFRONT ENTRY DOORS CLEAR ANODIZED ALUM.SEE DOOR SCHEDULE GALVANIZED METAL RAIL COLOR - PAINTED BLACK COLOR MATCH TO BENJAMIN MOORE BLACK OR EQUAL EXTERIOR COVERED ROOF COPPER ROOFING NATURAL COPPER LOCATED AT ALL CUPOLA ROOF FINAL GRADING TO BE DETERMINED BY CIVIL ENGINEER 2ND FL T.O. WALL 19' -3" D GG CEILING 9' -0" SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.1/4" = 1'-0"180803/29/2021BBBREWSTER, MA 1/4" = 1'-0"A-4.0 1 1/4" = 1'-0"A-4.0 2 REV. NODESCRIPTION OF REV.REV.DATE FIRST FLOOR 0" 2ND FLOOR 10' -2" T.O. ROOF 28' -8 1/2" T.O. CUPOLA 34' -11" 2ND FL T.O. WALL 19' -3" F CEILING 9' -0" FIRST FLOOR 0" T.O. WALL 7' -6" BASEMENT -8' -6" C T.O. WALL STAIR ADDITION 8' -8 1/4" FIRST FLOOR 0" 2ND FLOOR 10' -2" 2ND FLOOR 10' -2" T.O. ROOF 28' -8 1/2" T.O. CUPOLA 34' -11" EXISTING MEETING HOUSE (SEE SEPARATE ELEVATIONS) 2ND FL T.O. WALL 19' -3" AMPHITHEARER DESIGNED BY LANDSCAPE ARCHITECT & COORDINATE W/ CIVIL DWGS CEILING 9' -0" FIRST FLOOR 0" SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC.1/4" = 1'-0"180803/29/2021BBBREWSTER, MA 1/4" = 1'-0"A-4.1 2 1/4" = 1'-0"A-4.1 1 REV. NODESCRIPTION OF REV.REV.DATE UP 1 1 2 2 3 4 4 A A B B C C 1 A-5.1 2 A-5.1 1 A-6.0 4 A-5.0 4 A-5.0 5 A-5.0 5 A-5.0 2.8 3.8 X X B.7 EXISTING STEEL BEAM ABOVE TO REMAIN 39'-6" 18'-2"20'-2"24'-4 1/2"8'-10" 18'-0"6'-8 3/4"17'-7 3/4"7'-1 5/8" 50'-5" 19'-10" REMOVE EXISTING WINDOW AND INFILL (SEE DEMO PLAN D-1.0)8'-0"4'-7 1/2"8'-3"26'-7 1/2"17'-7 3/4"2'-0"13'-6 7/8"NEW ADDITION8'-0"26'-0 1/2"20'-2"18'-0" NEW ADDITION 16'-10" 9'-7"8'-5"13'-1 1/4"3'-8 3/4"8'-5 1/4"7'-1 3/4" 2 A-6.0 18'-0" OUTSIDE OF FOUNDATION 10'-10 1/2" 1'-8 1/2" SLAB ON GRADE (NEW RESTROOM ADDITION ABOVE - SEE STRUCTURAL FOUNDATION PLAN)6'-2 1/2"OUTSIDE OF FOUNDATION13'-11 1/2"26'-0 1/2"50'-5" 101 EXTR-1 EXTR-1 MECHANICAL ROOM 102 103 102 EXTR-1 EXTR-1 3'-4"7 1/2"3'-4"7'-3 1/2"STAIR 1037'-1 1/4"11'-9 3/4"7'-1 1/2"BASEMENT STORAGE 101 NEW STAIR ADDITION 104 RETAINING WALL TO REMAIN 13'-8 3/4"12'-3 3/4"15'-7" 7'-1 3/4"46'-2 1/2"8'-0"2 EX-3.0 EXISTING CHIMNEY TO REMAIN REMOVE EXISTING WINDOW AND INFILL (SEE DEMO PLAN) SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC. 146 COMMERCIAL ST PROVINCETOWN MASSACHUSETTS 02657 1/4" = 1'-0"180804/08/2020BB1439 MAIN STREETBREWSTER, MA 026311/4" = 1'-0"A-1.0 1 REV. NODESCRIPTION OF REV.REV. DATE DN DN 2'-10"8'-3 1/4"13'-11 3/8"10'-6 7/8"18'-3 3/8"8'-5 7/8"9'-9 1/8"3'-5 1/2"28'-8 3/8"25'-4 1/4"28'-8 3/8" OUTSIDE OF FOUNDATION 50'-5"8'-11 3/4"3'-11"18'-10 1/2"11'-5"2'-3"12'-4 1/2"26'-0 1/2"OUTSIDE OF FNDN. NEW ADDITION13'-11 1/2"6'-2 1/2"26'-0 1/2"20'-2"REMOVE EXISTING DOOR & ADD NEW WINDOWS (SEE DEMO PLAN) 18'-0" NEW ADDITION 16'-10" 15'-7" 9'-7 3/4"5'-11 1/4"3'-6"9'-7 1/4"3'-8 3/4"13'-11 1/2"REF 1 1 2 2 3 4 4 A A B B C C11'-9 1/2"8'-4 1/2"10'-3 7/8"13'-4 7/8"A-7.0 5 A-7.0 1 12'-5 3/4" 1 A-5.1 2 A-5.1 1 A-6.0 4 A-5.0 4 A-5.0 5 A-5.0 5 A-5.0 2.8 3.8 EXISTING COVERED DECK TO REMAIN EXISTING EXTERIOR STAIRS TO REMAIN A-2.0 1 A-2.0 4 X X 5'-4 1/2"5'-7 5/8"5'-7 5/8" 18'-0"19'-10" OUTSIDE OF FNDN. NEW ADDITION 10'-10 1/2"1'-8 1/2" OPENING4'-0"7'-3 1/2"OUTSIDE OF FOUNDATIONNEW ADDITION8'-0"B.7 2'-0" OPENING 3'-0" 1'-8 3/4" 2'-10" 3'-4" NEW DOOR OPENING 6'-3" 9'-6 1/2" 6'-3"54'-2 1/2"EXISTING CHIMNEY TO REMAIN 3'-8 1/8"7'-3 5/8"4'-9 5/8"3'-4"208 209 205 206 202 201 EXTR-2 EXTR-2 EXTR-3 EXTR-3 EXTR-4 B A A OFFICE 203 HALLWAY 201 CONFERENCE ROOM 202 207 INTR-1 INTR-13'-6"5 5/8"3'-4"4'-7"6'-1 1/2" NEW WOMENS RESTROOM 206 MENS RESTROOM 205 NEW KITCHENETTE 204 STAIR 103 NEW STAIR ADDITION 104 5'-11 5/8"7'-4"5'-7 5/8"7'-1 1/4"7'-7 1/8"R 2 ' - 6 " NEW CLOSET2'-1 5/8"9'-7 1/2" B 6" 5" 4'-9 3/8" 3'-3 1/2" 210 CLOSET/ ATTIC ACCESS 204 2031'-11"6'-3 3/8"9'-0"6'-0 1/4"16'-1 3/8"3'-8 5/8"1'-6"9'-2 1/4" 5"6 5/8"5/8" BACKERBOARD W/ 5'-0" TILE 2X6 STUD @ 16"-O.C. 1/2" PLYWOOD SHEATHING1'-4"REMOVE EXISTING EXTERIOR SHINGLES & PLYWOOD SHEATHING -REPLACE WITH NEW 1/2" PLYWOOD SHEATHING & NEW SHAKES (SEE EXTERIOR ELEVATIONS) EXISTING 2X4 STUD WALL @ 16" O.C. (TO REMAIN)CENTERLINE1'-6"EXISTING 2X4 STUD WALL @ 16" O.C. (TO REMAIN) REMOVE EXISTING EXTERIOR SHINGLES & PLYWOOD SHEATHING -REPLACE WITH NEW 1/2" PLYWOOD SHEATHING & NEW SHAKES (SEE EXTERIOR ELEVATIONS) NEW 2X6 STUD WALL @ 16" O.C. EXTERIOR BATT INSULATION -R-21 MIN PROVIDE NEW BATT INSULATION TO FILL CAVITY (IF NEEDED)6"1'-0" 5/8" BACKERBOARD TILE (SEE BATHROOM DETAILS ON A-7.0) SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC. 146 COMMERCIAL ST PROVINCETOWN MASSACHUSETTS 02657 As indicated180804/07/2020BB 1/4" = 1'-0"A-2.0 2 1" = 1'-0"A-2.0 1 1" = 1'-0"A-2.0 4 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.REV. NODESCRIPTION OF REV.REV. DATE FIRST FLOOR 0" T.O. WALL 7' -6" BASEMENT -8' -6" ROOF 19' -1 3/4" 124 1 A-6.0 5 A-5.0 5 A-5.02.8 A-4.0 3 A-4.1 5 A-4.1 5 A-4.1 5 A-4.1 5 A-4.1 5 A-4.1 4 T.O. WALL STAIR ADDITION 8' -8 1/4"9"EXTR-2 EXTR-1 101 A A B 102 D D FIRST FLOOR 0" T.O. WALL 7' -6" BASEMENT -8' -6" ROOF 19' -1 3/4" A B C 4 A-5.0 4 A-5.0X T.O. WALL STAIR ADDITION 8' -8 1/4" B.7 A-4.1 4 A-4.1 5 7 3/8"A-4.1 4 A-4.1 4 D D EXTR-3 EXTR-4 EXTR-3 EXTR-1 EXTR-1 R 1 ' - 4 "6"1'-0"8" DD CEMENT BOARD HORIZONTAL LAP SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING CEMENT BOARD SHINGLE STYLE SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL AZEK TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL ASPHALT SHINGLES EXISTING TO REMAIN ASPHALT SHINGLES MATCH TO EXISTING SEE ROOF PLAN EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL NEW VINYL WINDOWS (DOUBLE PANE) WHITE CASING SEE WINDOW FRAME EXISTING EXTERIOR DOOR N/A EXISTING TO REMAIN. REFINISH AS REQUIRED SEE ROOF PLAN WOOD EXTERIOR ENTRY DOORS PAINTED-WHITE SEE DOOR SCHEDULE GALVANIZED METAL RAIL N/A EXISTING TO REMAIN COPPER ROOFING NATURAL COPPER LOCATED AT ALL CUPOLA ROOF EXISTING CHIMNEY N/A EXISTING TO REMAIN. PROVIDE NEW FLASHING AS NEEDED EXISTING WINDOWS EXISTING TO REMAIN. REFINSH AS REQUIRED N/A SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC. 146 COMMERCIAL ST PROVINCETOWN MASSACHUSETTS 02657 As indicated180804/09/2020BB 1/4" = 1'-0"A-4.0 1 1/4" = 1'-0"A-4.0 2 3/8" = 1'-0"A-4.0 3 REV. NODESCRIPTION OF REV.REV. DATE FIRST FLOOR 0" T.O. WALL 7' -6" BASEMENT -8' -6" ROOF 19' -1 3/4" 1 2 3 4 1 A-5.1 1 A-5.1 3.8 A-4.1 4 A-4.1 4 A-4.1 4 A-4.1 4 A-4.1 49"3"T.O. WALL STAIR ADDITION 8' -8 1/4" 202 R 2' - 9"3"9'-11"8'-0" FIRST FLOOR 0" T.O. WALL 7' -6" BASEMENT -8' -6" ROOF 19' -1 3/4" ABC 2 A-5.1 2 A-5.1 4 A-5.0 4 A-5.0 A-4.1 4 A-4.1 4 A-4.1 4 A-4.1 5 A-4.1 51'-0 1/4"3"4"4"5"9"3"6"X T.O. WALL STAIR ADDITION 8' -8 1/4" B.7 DD EXTR-2 EXTR-1 7'-6"1'-3" 10"9" 2"5'-9"2"8"2 1/2"5'-4"2 1/2"2 1/2"2 1/2" 2 1/2"3" FIRST FLOOR 0" T.O. WALL 7' -6" BASEMENT -8' -6"16'-0"8"2"5'-9"2"9"2"7'-1 1/2"2 1/2"10"1'-3" 2 1/2"2 1/2" 10"2 1/2"5'-4"2 1/2"2 1/2"6'-8 1/2"2 1/2"2 1/2"2 1/2" CEMENT BOARD HORIZONTAL LAP SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 4" HORIZONTAL SIDING SELECT CEDARMILL LAP SIDING CEMENT BOARD SHINGLE STYLE SIDING COLOR EVENING BLUE MANUFACTURER, HARDIEPLANK 5" SHINGLE STYLE STRAIGHT EDGE PANEL AZEK TRIM BOARD COLOR - WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL ASPHALT SHINGLES EXISTING TO REMAIN ASPHALT SHINGLES MATCH TO EXISTING SEE ROOF PLAN EXPOSED CONCRETE COLOR - SHAKER GRAY COLOR TO MATCH AZEK TRIM BENJAMIN MOORE SHAKER GRAY OR EQUAL NEW VINYL WINDOWS (DOUBLE PANE) WHITE CASING SEE WINDOW FRAME EXISTING EXTERIOR DOOR N/A EXISTING TO REMAIN. REFINISH AS REQUIRED SEE ROOF PLAN WOOD EXTERIOR ENTRY DOORS PAINTED-WHITE SEE DOOR SCHEDULE GALVANIZED METAL RAIL N/A EXISTING TO REMAIN COPPER ROOFING NATURAL COPPER LOCATED AT ALL CUPOLA ROOF EXISTING CHIMNEY N/A EXISTING TO REMAIN. PROVIDE NEW FLASHING AS NEEDED EXISTING WINDOWS EXISTING TO REMAIN. REFINSH AS REQUIRED N/A SHEET NO.JOB NO.PROJECT:SCALE:DRAWN BY:DATE:SUBJECT:833 TURNPIKE ROAD P.O. BOX 104 NEW IPSWICH NEW HAMPSHIRE 03071 ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION THIS DESIGN AND THE DRAWINGS THEREFORE, PREPARED FOR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DESIGN AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE ISSUED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC. 146 COMMERCIAL ST PROVINCETOWN MASSACHUSETTS 02657 As indicated180804/09/2020SS1/4" = 1'-0"A-4.1 1 1/4" = 1'-0"A-4.1 2 1/2" = 1'-0"A-4.1 4 1/2" = 1'-0"A-4.1 5 REV. NODESCRIPTION OF REV.REV. DATE