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HomeMy WebLinkAbout20210822 166 High Rock Solar Application (2) **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** fFOROFFICE USE1 S 9_021 D22z _N / p'%, CITY OF SARATOGA SPRINGS (Application#) L 8/ x '/21 _ ,. 1 ,, : DESIGN REVIEW COMMISSION CITY HALL-474 BROADWAY (Date received) ,,, , ,t,)/1:':, SARATOGA SPRINGS, NEW YORK 12866-2296 th/cORPORATED `9', TEL:518-587-3550 X2533 1 1,& �C-g�'�"' www.saratoga-springs.org ( Title)atetot APPLICATION FOR: ARCHITECTURAL/HISTORIC REVIEW Staff Review APPLICANTS) ' OWNER(S) (If not applicant) ATTORNEY/AGENT 7d 44.6-5 Name Alan Ellis Alan Ellis Apex Solar Power LLC. Address 166 High Rock Ave., 166 High Rock Ave. 64 Main Street Saratoga Springs, NY, 12866 Saratoga Springs, NY, 12866 Queensbury, NY, 12804 Phone 301-325-8285 / 301-325-8285 / 518-415-5511 / Email aaellis52@gmail.com aaellis52@gmail.com Istewart@apexsolarpower.com Identify primary contact person: 0 Applicant 0 Owner 0 Attorney/Agent *An applicant must be the property owner, lessee,or one with an option to lease or purchase the property in question. Applicant's interest in premises: 0 Owner 0 Lessee 0 Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 166 High Rock Ave., Saratoga Springs, NY Tax Parcel #: 166.37 1 - 44 - (for example:/65.52-4-37) Date Acquired by Owner: 08/01/20 Current Zoning District: Res 1 Property use: 0 Residential 0 Non-residential/mixed-use Type of Review: 0 Architectural 0 Historic 0 Extension/modification (of current approval) Summary description of proposed action: Installation 10 solar panles producing 4.0 Has a previous application been filed with the DRC for this property? C No 0 Yes-date(s)? -App. No.(s)? Revised 01/2021 A "complete" application consists of 1 hard copy(original) ,and I electronic copy of application &ALL other materials as required below: New Construction/Additions ❑ Color photographs showing site/exterior details of existing structures and adjacent properties ❑ Site plan,drawn to scale,showing existing&proposed construction,property lines&dimensions, required&proposed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2'x3'sheet—smaller preferred if legible ❑ Elevation drawings showing design of all sides of existing&proposed construction—label dimensions,colors, materials,lighting(fixture &lamp type,wattage),etc.-include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible ❑ Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof,siding, etc.), or color(in non-residential districts only) ▪ Color photographs showing site/exterior details of existing structures and that illustrate affected features O Elevation drawings showing all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture&lamp type,wattage),etc.-include compass bearing&scale;no larger than 2'x3'sheet—smaller permitted if legible Product literature,specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks:UR-1&INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-I=10') - Installation, removal or change in material of drive-and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3' in height - Installation of accessory utility structures or radio/satellite transmission/reception devices(more than 2'diameter) For any of above: ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing&proposed construction:include property lines&dimensions,required&proposed setbacks&lot coverage,site features(fences,walks,trees,etc.) street names,compass bearing&scale;no larger than 2'x3'sheet—smaller preferred if legible ❑ Product literature,specifications and samples of proposed materials and colors Signage/Awnings ❑ Color photographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/premises:no larger than 11"x17" ❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile):include all dimensions of structure;type, dimensions and style of lettering or logo;description of colors, materials,mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage,mounting method,and location ❑ Product literature,specifications and samples of proposed materials and colors Demolition ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing and any proposed structures-include dimensions,setbacks,street names,compass bearing,and scale ❑Written description of reasons for demolition and,in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places,or for a "contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition- include a timetable and letter of credit for project completion Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent properties ❑Site plan showing existing and proposed structures:include dimensions,setbacks,street names,compass bearing,and scale ❑ Scaled illustration of proposed structures: include all dimensions;colors,materials, lighting,mounting details ❑ Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Request for extension of current approval ❑ Identify date of original DRC approval: Current expiration date: Org.App. No. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form ❑Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form(available here: http://www.dec.ny.gov/docs/permits ej operationsjdf/seafpartone.pdf): -Construction or expansion of a multi-family residential structure(4 units +) -Construction or expansion(exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility,radio antennae,satellite dishes -Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest(as defined by General Municipal Law Section 809) in this application? lii3 No 0 Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we,the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is,to the best of my/our knowledge,true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date:August 13, 2021 / ppliture) Date: (applicant signature) If applicant is not the currently the owner of the property,the current owner must also sign. Owner Signature: Date: A 06 UST 1 tJ ��1 Owner Signature: Date: Revised 01/2021 „,,,"” ' CITY OF SARATOGA SPRINGS Rf o !� .,�9Atif?.�� UDESIGN REVIEW COMMISSION } `� City Hall-474 Broadway " Saratoga Springs, New York 12866 oanoRATEo "\'' Tel:518-587-3550 x2533 www.saratoga-springs.org INSTRUCTIONS ARCHITECTURAL/HISTORIC REVIEW APPLICATION I. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2. COMPLETE SUBMISSIONS:Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3. ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District • any exterior changes that require a building permit • Installation or exterior change to a structure requiring a • any change in exterior building materials building or demolition permit • a new, or change to an existing,sign or sign structure •any material change to exterior of a structure including: • demolition of a structure -addition or removal of exterior architectural features -installation, removal or material changes to exterior Within a non-residential zoning district: building elements such as roof,siding,windows, doors, • a change in exterior building color porches, etc. • installation of an awning -enclosure or screening or buildings openings such as windows, doors, porches, etc. -installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment,solar panels,wind turbines, radio/satellite transmission/reception devices, etc. •Within a front yard setback: -installation, removal or material changes to drive-or walkways -installation or removal of architectural,sculptural or vegetative screening that exceeds 3' in height - installation of accessory utility structures or radio/satellite transmission/reception devices over 2' in diameter •a change in exterior building color within a non- residential zoning district •a new, or change to an existing, sign or awning • installation of telecommunications facilities Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. Revised 01/2021 4. DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: • Height—consistent with historic form and context of site and surrounding properties • Scale—relationship of structure and its architectural elements to human size, form, perception • Proportion—relationship among building elements including front facade,windows, and doors • Rhythm—pattern resulting from repeating building elements such as door/window openings, columns, arches, and other facade elements • Directional Expression—compatibility with horizontal &vertical expression of surrounding structures • Massing&Open Space—relationship of structure to open space between it and adjoining buildings • Setback—compatibility with surrounding structures • Compatibility of the following with surrounding structures/properties: - Major building elements (storefronts, doors,windows, roof) - Building materials - Color—(in non-residential zoning districts only) 5. DECISIONS:The Design Review Commission may approve, approve with conditions, or disapprove an application.The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of the filing date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6. AGENDA DATE: Check City's website (www.saratoga-springs.org) for meeting dates. Applications are placed on an agenda on first-come,first-served basis as determined by the completeness of the application. 7. APPLICATION FEE(NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance". REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT. ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised 01/2021 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board of Appeals[1][2] TOTAL #VARIANCE Use Variance $1100+$50/app Area Variance-Residential $275/var+$50/app+$125 eachadd'I variance Area Variance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200each add'I variance Interpretations $550+$50/app Post-Work Application Fee Add 50%App fee+$50/app Variance extensions 50%ofAppfee+$50/app Application to Design Review Commission[1] TOTAL #STRUCTURE Demolition I $385 Residential Structures Principal $55 Accessory $55 Extension $3 Modification 1 55 Multi-Family,Comm,Mixed-Use Structures Sketch $165 Principal $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-Use Accessory,Signs,Awnings Principal $140 Extension $75 Modification $140 Post-Work Application Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[2] $990+$50/app Special Use Permit-extension $330 Special Use Permit-modification[2] $450+$50/app Site Plan Review-incl.PUD: Sketch Plan $330 Residential $330+$200/unit Residential-extension $200 Residential-modification $400 Non-residential $660+$130/1000sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incl.PUD: TOTAL #LOTS Sketch Plan I $330 Preliminary Approval[2] Residential:1-5 lots $660+$50/app Residential:6-10 lots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+lots $1650+50/app Residential-extension $330 Final Approval[2] Residential $1320+$175/lot+$50/app Non-Residential $2000/lot+$50/app Final Approval Modification[2] Residential $330+$50/app Non-Residential $550+$50/app Final Approval Extension Residential $135 Non-Residential $330 Other: TOTAL #LOT/ACRE Post-Work Application Fee Add 50%App fee Lot Line Adjustment $350 Letter of Credit-modification or extension $440 Letter of Credit-collection up to 1%ofLoC Recreation Fee $2000/lotorunit Land Disturbance $660+$55/acre SEQRA EIS Review(Draft&Final) TBD Legal Noticing if PB requires Public Hearing $50/app [1] Fees are based on per structure,except where noted. $0.00 TOTAL DUE [2] Legal ad required;includes City processing and publishing For Administrative Use Total Paid at Intake Revised Fee Balance Due _L_Balance Paid Staff approval L W J J Q J ^+ 0• C7 O Ox U Ovl W = W 2 z oG oa Z oa , w > 1 �. w ; u3 �W m c,a G - t7z azW aw Oa.X N xvi m a eeLL mz5 = °g, z w w w6 WZQ NVQ ., i Q VWu V) V)o. 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N N N C C v c \ / Y fJ Z7 , v J N u g i F" I'D'' N ` E,= C; Y Cl d y n W N Y a- ate. • ° u L+ `a a m v o ° C D 5 v � . y a o 0 l5 o` _ c -.12 ",5E. R p D E o 3 m Q '2U . . 0 .- - - 0 ..... O _ = N cc o L c rs a.a 0 c 3 u 5, co >. r� L o_a' aro C U i c > T C C Y 13 - n' ',n @ n t Z c CS) ry y C Ct ". >. E E > m -o W 0 0 n v N i C +' i O� O 0 Gl - L C N a V - C _ vi n C C 0 O E v d u 7 WUj 'a i, O1 0 n p' C o fp N N C2: N N N O Q o !- CY to N o d 0 o 2 ..1 H • VECTOR E r1 G 1 f1 E E R S VSE Project Number:U1886.2151.211 August 3,2021 Apex Solar Power 64 Main Street Queensbury,NY 12804 REFERENCE: Ellis Residence: 166 High Rock Avenue,Saratoga Springs,NY 12866 Apex Solar Power Project:422172 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:2020 Residential Code of New York State Risk Category:II Design wind speed,Vult: 115 mph (3-sec gust)per ASCE 7-10 Wind exposure category:B Ground snow load,Pg:50 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"o.c. Roofing material: composite shingles Roof slope:37° Connection to Roof Mounting connection: (1)5/16"lag screw w/min.2.5"threaded embedment into framing at max.48"o.c.along rails (2)rails per row of panels,evenly spaced;panel length perpendicular to the rails not to exceed 40 in.Rail cantilever shall not exceed 50%of connection spacing. Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. The gravity loads, and thus the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%. Therefore, the requirements of Section AJ601.9 of the 2020 Residential Code of New York State are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number:U1886.2151.211 Ellis Residence '` Ecr 8/3/2021 E n G l n E E R s The solar array will be flush-mounted (no more than 10" above the roof surface) and parallel to the roof surface. Thus,we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Because the increase in lateral forces is less than 5%, this addition meets the requirements of the exception in Section AJ601.9 of the 2020 Residential Code of New York State. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. The design of the solar panel racking(mounts,rails, etc.)and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC NY Firm License:COA0012807/081423 Ga�4c ,,�. P•, fp * d1 t--. / 1.1r,,,.irit: ter Ns.1/ 1..4.11 1- 08/03/2021 Jacob Proctor,P.E. NY License: 102527-Expires: 01/31/2023 Project Engineer Enclosures JSP/isa 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801) 990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U1886.2151.211 SUBJECT: WIND PRESSURE E C TOR '� E n G I rl E E R S PROJECT: Ellis Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: B Risk Category: II ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft]: 30 (Approximate) Comp/Cladding Location: Gable Roofs 27°<0 s 45° Enclosure Classification: Enclosed Buildings Zone 1 GCP: 1.0 Figure 30.4-2C (enter negative pressure coefficients) Zone 2 GCP: 1.2 Zone 3 GCP: 1.2 a: 7 Table 26.9-1 zg [ft]: 1200 Table 26.9-1 Kh: 0.70 Table 30.3-1 Krt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 20.2 Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: P=gh[(GCp)-(GCpil Equation 30.9-1 Zone 1, p [psf]: 20.2 psf(1.0 W, Interior Zones, beyond 'a'from roof edge) Zone 2, p [psf]: 24.2 psf(1.0 W, End Zones, within 'a'from roof edge) Zone 3, p [psf]: 24.2 psf(1.0 W, Corner Zones, within 'a'from roof corner) (a= 3 ft) JOB NO.: U1886.2151.211 SUBJECT: CONNECTION E ri G I f`t E E RS PROJECT: Ellis Residence Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift Max Trib. Width 2 (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft2) (lbs) Zone 1 10.3 4.0 6.7 69 Zone 2 12.7 4.0 6.7 85 Zone 3 12.7 4.0 6.7 85 Calculate Connection Capacity Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF (G = 0.42) Nominal Capacity[lbs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [lbs]: 586 Determine Result Maximum Demand [lbs]: 85 Lag Screw Capacity [lbs]: 586 Result: Capacity> Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max.Trib Width'and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 67". 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. JOB NO.: U1886.2151.211 AlECTOR SUBJECT: GRAVITY LOADS ,),,y E n G l n E E R S PROJECT: Ellis Residence GRAVITY LOADS Roof Pitch: 9.0 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.5 1.25 2.0 1/2" Plywood 1.3 1.25 1.0 Framing 3.0 3.0 Insulation 0.5 0.5 1/2" Gypsum CIg. 2.5 1.25 2.0 M, E & Misc 1.5 1.5 Total Existing Roof DL 11.3 PV Array DL 3.8 1.25 3 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10 Table 4.3-1 Roof Live Load With PV Array [psf] 0 2020 Residential Code of New York State,Section R324.4.1.1 SNOW LOAD (S): Existing w/Solar Array Roof Slope [x:12]: 9.0 9.0 Roof Slope [°]: 37 37 Ground Snow Load, p9 [psf]: 50 50 ASCE 7-16, Section 7.2 Terrain Category: B B ASCE 7-16,Table 7.3-1 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-16,Table 7.3-1 Exposure Factor, Ce: 0.9 0.9 ASCE 7-16,Table 7.3-1 Thermal Factor, Ct: 1.1 1.1 ASCE 7-16,Table 7.3-2 Risk Category: II II _ASCE 7-16,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-16, Table 1.5-2 Flat Roof Snow Load, pf[psf]: 35 35 ASCE 7-16, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-16,Section 7.3.4 Unobstructed Slippery Surface? No No ASCE 7-16,Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-16,Section 7.4 Roof Slope Factor, Cs: 1.00 1.00 ASCE 7-16, Figure 7.4-1 Sloped Roof Snow Load, ps [psf]: 35 35 ASCE 7-16, Equation 7.4-1 Design Snow Load, S [psf]: 35 35