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HomeMy WebLinkAbout20250718 543 Broadway Bear's Cup Exterior Modifications NOD Page 1 of 1 Tamie Ehinger, Chair Rob DuBoff, Vice Chair Chris Bennett Leslie DiCarlo Jeff Gritsavage Geoff Wood Karen Cavotta CITY OF SARATOGA SPRINGS D ESIGN R EVIEW B OARD ❖ City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 x.2517 www.saratoga-springs.org NOTICE OF DECISION In the matter of the application #20250718 543 Broadway Bear’s Cup Exterior Modifications 543 Broadway Saratoga Springs, New York 12866 involving Historic review of signage and exterior modifications to an existing commercial structure in the Urban Core (UC) District, tax parcel # 165.52-1-79, within the City of Saratoga Springs. In accordance with 6 NYCRR Part 617, the Design Review Board classifies this request as a SEQR:  Type II action – exempt from further SEQR review And, in accordance with the objectives, standards and guidelines contained in the Unified Development Ordinance Article 240-13.9 Architectural Review Applicability and Approval Standards, the Design Review Board issues the following decision on September 10, 2025:  Approve the application as shown on the attached plans Note: this approval shall expire 18 months from the issuance date unless any necessary building permit has been issued and actual work begun. Record of vote: Motion to approve made by R DuBoff, seconded by C Bennett: passed 4-0 In favor: TEhinger, R DuBoff, C Bennett, G Wood Absent: LDiCarlo, J Gritsavage, K Cavotta As a result of this decision, the applicant:  may proceed with the proposed project Chair Received by Accounts cc: Building Department Accounts Dept. Applicant/Agent 1 Project Description: 1”Thk gold dimensional non-lit letters Size: 165” Width x 30” Height Qty: 2 sets Page 1 of 1 CO NTACT INFO PROOF NUMBER SPECIFICATIONS CLIENT: Bear’s Cup Bakery ESTIMATE NO. INVOICE NO. 21222 BE ADVISED: Min. $50.00 (file resizing - typesetting) 125.00 Per Hour - calculated by actual time spent. PROOF DATE: 8/26/25 DESIGNED BY: JH 40 Plaza Road, Suite 113, Saratoga Springs, NY 12866 | 518-306-4449 2029@FASTSIGNS.com www.FASTSIGNS.com/2029 3 of SARATOGA SPRINGS Chelsey Kilburn 2029@fastsigns.com O : 518-306-4449 165” Width x 30” Height 1”Thk Gold Dimensional Non-lit Letters Qty_2 30 18 16 7” 165” 113” 1 Project Description: 1”Thk gold dimensional non-lit letters Size: 165” Width x 30” Height Qty: 1 set Page 1 of 1 CO NTACT INFO PROOF NUMBER SPECIFICATIONS CLIENT: Bear’s Cup Bakery ESTIMATE NO. INVOICE NO. 21222 BE ADVISED: Min. $50.00 (file resizing - typesetting) 125.00 Per Hour - calculated by actual time spent. PROOF DATE: 8/26/25 DESIGNED BY: JH 40 Plaza Road, Suite 113, Saratoga Springs, NY 12866 | 518-306-4449 2029@FASTSIGNS.com www.FASTSIGNS.com/2029 3 of SARATOGA SPRINGS Chelsey Kilburn 2029@fastsigns.com O : 518-306-4449 Dimensional Letters Location A Mock up (Front) 165” 30” 1 Project Description: 1”Thk gold dimensional non-lit letters Size: 165” Width x 30” Height Qty: 1 set Page 1 of 1 CO NTACT INFO PROOF NUMBER SPECIFICATIONS CLIENT: Bear’s Cup Bakery ESTIMATE NO. INVOICE NO. 21222 BE ADVISED: Min. $50.00 (file resizing - typesetting) 125.00 Per Hour - calculated by actual time spent. PROOF DATE: 8/26/25 DESIGNED BY: JH 40 Plaza Road, Suite 113, Saratoga Springs, NY 12866 | 518-306-4449 2029@FASTSIGNS.com www.FASTSIGNS.com/2029 3 of SARATOGA SPRINGS Chelsey Kilburn 2029@fastsigns.com O : 518-306-4449 Dimensional Letters Location B Mock up (Side) 165” 30” SHEET #: P1-49.8.2025 BEAR'S CUP - 543 BROADWAY SARATOGA SPRINGS, NEW YORK EXISTING NORTHWEST UTILITY / SERVICE AREA WITH NEW PROPOSED INTAKES AND VENTS RENDERED INTO PHOTO - PROPOSED 48" HIGH GOOSENECK VENT THROUGH ROOF. FOR 20"X 12" VENT BELOW 2) PROPOSED 8" DIA. B-VENTS. EXTENT UP TO 2' MIN - 3' MAX ABOVE ROOF ABOVE. PROPOSED 36" WIDE x 48" HIGH INTAKE VENT PROPOSED 18" WIDE x 18" HIGH INTAKE VENT SUBMITTAL DATA DRAWN BY: CLJ April 2016 DATE: MD APPROVED BY: DWG. NO.: MODEL FL-D-4 (Drainable Blade w/ Jamb Gutters & Downspouts) 3005 South Hickory Street Chattanooga, Tennessee 37407 Tel: (423) 698-7715 Fax: (423) 698-6629 www.unitedenertech.com Due to continuing research, United Enertech reserves the right to change specifications without notice. REV. NO.REV. DATE: STANDARD CONSTRUCTION: Frame: Blade: Birdscreen: Finish: Minimum Size: Maximum Single Section: 081 Extruded Aluminum, 4.19" Deep 081 Extruded Aluminum positioned on a 37° angle 50" x .050" Flattened Aluminum in removable frame. Screen is mounted as standard on inside (rear) as looking from exterior of building. Mill Aluminum (Std.) 12 x12 120"w x 84"h or 84"w x 120"h on approximately 2.88" centers Note: 10' max width MODEL FL-D-4 OPTIONAL FLANGE OPTIONAL EXTENDED SILL 1.50" OPTIONAL GLAZING ADAPTER 50" or .75" 75" std.)1"5.25" Custom Flange (1", 2" , or 3"), (1.5", 2", or 3" for shapes R_ ) Flanged Frame (1.50" std.), (1" std for shapes R_ ) OPTIONS: Filter Racks (no screen) Insect Screen (Other Screens Available, See Screen Page) Security Bars Hinged Sub Frame Extended Sill Welded Construction (Wind Load +/- 50 psf) Glazing Adapter (.50" or .75") Width and Height dimensions are approximately 1/4" under listed size. W H HIGH PERFORMANCE 4" FIXED LOUVER A-2 Blank-off, Alum., non-insulated, no screen, non-removeable Blank-off, Alum., non-insulated, with bird screen or insect screen Blank-off, Alum., insulated double wall, with bird screen, removable Blank-off, Alum., insulated double wall, no screen, non-removable 125" Construction except R_ Shapes, 1" optional std) 4.19" 2.88" Split Deflection 37°/ 0° Blades (Max Section width 48" on 0° Blades) May 2016 3 Durable Polyester (AAMA 2604) 70% PVDF Fluoropolymer (AAMA 2605) Yellow Primer Clear Anodize Available Finishes: BEARSCUP543BroadwaySaratogaSprings, NY 12866 NOT REQ. IFTERMINATIONSRELOCATEDTOROOFVIAGOOSENECKS G:\Logos\Airwdr.hr\Waterpenairperf.tif FL-D-4 FREE AREA CHART (SQUARE FEET) Louver Louver Height Height Inches 12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 102 108 114 120 Inches 12 0.32 0.51 0.71 0.91 1.10 1.30 1.50 1.70 1.89 2.09 2.29 2.48 2.68 2.88 3.08 3.27 3.47 3.67 3.86 12 18 0.55 0.90 1.24 1.59 1.93 2.28 2.63 2.97 3.32 3.66 4.01 4.35 4.70 5.04 5.39 5.73 6.08 6.42 6.77 18 24 0.80 1.30 1.80 2.30 2.80 3.30 3.80 4.30 4.80 5.30 5.80 6.30 6.80 7.30 7.80 8.30 8.80 9.30 9.79 24 30 0.99 1.61 2.23 2.84 3.46 4.08 4.70 5.31 5.93 6.55 7.17 7.78 8.40 9.02 9.64 10.25 10.87 11.49 12.11 30 36 1.21 1.97 2.73 3.48 4.24 4.99 5.75 6.51 7.26 8.02 8.78 9.53 10.29 11.05 11.80 12.56 13.31 14.07 14.83 36 42 1.47 2.38 3.30 4.22 5.13 6.05 6.96 7.88 8.79 9.71 10.63 11.54 12.46 13.37 14.29 15.20 16.12 17.04 17.95 42 48 1.69 2.75 3.80 4.86 5.91 6.96 8.02 9.07 10.13 11.18 12.24 13.29 14.35 15.40 16.45 17.51 18.56 19.62 20.67 48 54 1.92 3.12 4.32 5.52 6.72 7.92 9.11 10.31 11.51 12.71 13.91 15.11 16.31 17.51 18.70 19.90 21.10 22.30 23.50 54 60 2.16 3.50 4.85 6.19 7.53 8.88 10.22 11.57 12.91 14.26 15.60 15.94 18.29 19.63 20.98 22.32 23.67 25.01 26.35 60 66 2.39 3.88 5.37 6.86 8.35 9.84 11.33 12.82 14.31 15.80 17.29 18.79 20.28 21.77 23.26 24.75 26.24 27.73 29.22 66 72 2.63 4.26 5.90 7.54 9.18 10.81 12.45 14.09 15.73 17.36 19.00 20.64 22.28 23.91 25.55 27.19 28.83 30.46 32.10 72 78 2.85 4.63 6.40 8.18 9.95 11.73 13.51 15.28 17.06 18.84 20.61 22.39 24.16 25.94 27.72 29.49 31.27 33.05 34.82 78 84 3.11 5.04 6.98 8.91 10.85 12.78 14.72 16.66 18.59 20.53 22.46 24.40 26.34 28.27 30.21 32.14 34.08 36.01 37.95 84 90 3.34 5.42 7.50 9.58 11.66 13.74 15.82 17.90 19.97 22.05 24.13 26.21 28.29 30.37 32.45 34.53 36.61 38.69 40.77 90 96 3.58 5.82 8.05 10.29 12.52 14.76 16.99 19.22 21.46 23.69 25.93 28.16 30.39 32.63 34.86 37.10 39.33 41.57 43.80 96 102 3.76 6.10 8.44 10.78 13.12 15.47 17.81 20.15 22.49 24.83 27.17 29.52 31.86 34.20 36.54 38.88 41.22 43.57 45.91 102 108 4.05 6.58 9.11 11.64 14.16 16.69 19.22 21.75 24.27 26.80 29.33 31.86 34.38 36.91 39.44 41.96 44.49 47.02 49.55 108 114 4.24 6.89 9.53 12.18 14.82 17.47 20.12 22.76 25.41 28.05 30.70 33.34 35.99 38.63 41.28 43.92 46.57 49.21 51.86 114 120 4.48 7.27 10.06 12.85 15.64 18.43 21.22 24.02 26.81 29.60 32.39 35.18 37.97 40.76 43.55 46.34 49.14 51.93 54.72 120 Louver Width In Inches SUGGESTED SPECIFICATION Funish and install louvers as hereinafter specified where shown on plans or as described in schedules. Louvers shall be stationary drainable type with drain gutters in each blade and downspouts in jambs and mullions. Stationary drainable blades shall be contained within a 4.19" frame. Louver components (heads, jambs, sills, blades, and mullions) shall be factory assembled by the louver manufacturer. Louver sizes too large for shipping shall be built up by the contractor from factory assembled louver sections to provide overall sizes required. Louver design shall incorporate structural supports required to withstand a wind load of 30 lbs. per sq. ft. (optional 50 lbs. per sq. ft.) equivalent of a 110 mph wind). PERFORMANCE DATA AMCA Standard 500 provides a reasonable basis for testing and rating louvers. Testing to AMCA 500-L is performed under a certain set of laboratory conditions. This does not guarantee that other conditions will not occur in the actual environment where louvers must operate. The louver system should be designed with a reasonable safety factor for louver performance. To ensure protection from water carryover, design with a performance level somewhat below maximum desired pressure drop and .01 oz./sq. ft. of water penetration. United Enertech Corporation certifies that the louver model shown hereon is licensed to bear the AMCA seal. The ratings shown are based on tests and procedures performed in accordance with the AMCA publication 511 and comply with the requirement of the AMCA Certified Ratings Program. The AMCA Certified Ratings Seal applies to Air Performance and Water Penetration ratings. AIR FLOW RESISTANCE Test size 48" x 48" ST A T I C P R E S S U R E D R O P I N C H E S W G Based on STANDARD AIR- .075 lb. per cubic foot. FREE AREA VELOCITY (FT/MIN) Ratings do not include the effects of screen. 1 2 3 4 5 6 7 8 9 10 1023456789 10 1 2 3 4 5 6 7 8 9 10 3 2 4 5 7 6 8 9 SCALE X100 SCALE X1000 IN C H E S W G X 0 1 IN C H E S W G X 1 ExhaustIntake 15 Minute Test Duration, Test Figure 5.5 Louvers shall be United Enertech FL-D-4, 6063-T5 aluminum construction as follows: FRAME: 4.19" deep, .081" nominal wall thickness BLADES: .081" nominal wall thickness. Blades are positioned at 37° angle and spaced approximately 2.88" center to center. SCREEN: 0.75" x .051" (19 x 1.3) expanded, flattened aluminum in removable frame. FINISH: Select finish specification from United Enertech Finishes brochure. Published louver performance data bearing the AMCA Certified Ratings seal for Air Performance & Water Penetration must be submitted for approval prior to fabrication and must demonstrate pressure drop and water penetration equal to or less than the United Enertech model specified. free area velocity at .01 oz. of water penetration 1056 fpm is Beginning point of WATER PENETRATION WA T E R P E N E T R A T I O N 0 Z S Q F T O F L O U V E R F R E E A R E A TE S T S I Z E 4 8 X 4 8 1 5 M I N T E S T P E R I O D 1000 1050 1100 1150 1200 0.00 0.05 0.10 0.15 0.20 0.25 0.30 WATER PENETRATION 3StandardAir-.075 lb/ft 1250 1300 FREE AREA VELOCITY (FT/MIN)Beginning Point of water penetration