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SOLAR-0407-2023 r - Office Use Only _ Permit#: �--t�- - ©lt6'�- ?�?� �J Permit Fee:$ � c/ 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.queensbury.net Invoice#: Flood Zone? Y HIV Reviewed By:d-' / SOLAR PANEL PERMIT APPLICATION SITE INFORMATION: Project Location: 25 Helen Drive, Queensbury, Ny, 12804 Tax Map ID#: 301 .12-1-45 Subdivision Name: PROJECT INFORMATION: ✓ Residential: ❑ Commercial n Other: °Single Family (Multi-Family Are the solar panels? El Purchased ❑ Leased nRoof-mounted ❑ Ground-mounted Estimated cost of construction: $20720 Total System Capacity Rating (sum of all panels): Solar PV System: 6 kW DC Select System Configuration: n LiEp ---� Supply side connection with micro inverters �J 1-7Supply side connection with DC optimizers JUL 1 o 2 023 n Supply side connection with string inverter TOWN gU1LD1F GDEENSBU(�Y ---m..�& DES ❑ Load side connection with DC optimizers Load side connection with micro inverters Load side connection with string inverter Solar Panel Application Revised March 2022 DECLARATION: 1. I acknowledge that no construction shall be commenced prior to the issuance of a valid permit and will be completed within a 12 month period.Any changes to the approved'plans prior to/during construction will require the submittal of amended plans,additional reviews and re-approval. • 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. Ifthework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. I certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building laws and ordinances, and in conformance with local zoning regulations. 5. A third-party electrical inspection will be completed at which time the Town of Queensbury's Building and Codes Enforcement department will be contacted to complete an inspection of the final installation of the solar panels. Please sign below to affirm that all answers are correct and that you have met all of the conditions and requirements to submit a unified solar permit. I have read and agree to the above: Jun 28 2023 10:14 EDT Homeowner's Signature Date Pt` "M4V Jun 28 2023 11:07 EDT Solar Co. Representative Signature Date Solar Panel Application Revised March 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Property Owner(s): Name(s): David Neal &Margaret Iverson Mailing Address, C/S/Z: 25.Helen Drive, Queensbury, NY, 12804 Cell Phone:_(518 )792-7578 Land Line: _( Email:gnashingmaw@roadrunner.com • Solar Contractor: Workers' Comp documentation must be submitted with this application Business Name: Apex Energy Tek, LLC Contact Name: Tyler Murray Mailing Address, C/S/Z: 64 Main Street, Queensbury, NY, 12804 Cell Phone:_( ) Land Line: _(518 )309-2786 Email:Permitting@apexsolarpower.com • Electrical Contractor: Workers' Comp documentation must be submitted with this application Business Name: Same as Above Contact Name: Mailing Address, C/S/Z: Cell Phone:_( ) Land Line:_( ) Email: Contact Person for Compliance in regards to this project: Tyler Murray Cell Phone: ( ) Land Line: ( )518-309-2786 x220 Email:Permitting@apexsolarpower.com Solar Panel Application Revised March 2022 • • • • • •:••�• • • •• •• • O • ••• • • • • • • • • • • a pexr AUTHORIZATION FORM "TO ACT AS AGENT FOR" David Neal & I, Margaret Iverson owner of the premises located at: 25 Helen Drive Town ofQueensbury Tax Parcel #301 -12-1-45 hereby designate: Apex Solar Power as my AGENT regarding my Permit Application for: installation of residential PV system Jun 23 2023 13:13 EDT $ Date Signature Solar Panel Plan Review All wiring in conduit 141 18" from ridgeline and valleys `___ Two 3' foot access ways from ground to ridge one side of roof 1,8 Rapid shutdown shown cr,C7 roof commercial in compliance with section 1203.4 of fire code ALabeling of conduit and panels 014Battery storage in attached garages and Utility Closets separation '/2" on wall and 5/8" on ceiling if living space above ]] �44-Battery storage on exterior walls located a minimum 3 feet from doors and windows. __14 Individual battery storage system units shall have a maximum rating of 20 kWh. The aggregate rating shall not exceed: 40 kWh within utility closets and storage or utility spaces 80 kWh in attached or detached garages and detached accessory structures 3.80 kWh on exterior walls. 4.80 kWh outdoors on the ground access isles required NK Heat detector interconnected to the smoke alarm in building Pk-Rooms and areas containing battery storage systems 5/8" Type X, installed on the walls and ceiling of the room Nl°' Indoor installations exhaust ventilation required for other than lithium-ion !sue Bollards for impact protection Revised 1/24/2022 VECTOR E n G I n E E R S VSE Project Number:U1886.2349.231 July 7,2023 Apex Solar Power 64 Main Street Queensbury,NY 12804 REFERENCE: Iverson,Neil Residence:25 Helen Drive,Queensbury,NY 12804 Apex Solar Power Project:422757 Solar Array Installation To Whom It May Concern: 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) Wind exposure category:C Ground snow load,Pg:50 psf '! `4f R Y E Existing Roof Structure JUL 10 [1' Roof structure:2x6 rafters @ 16"o.c. m''`ry Roofing material:composite shingles TOWN OF QUEENS6UfY Roof slope:29° BUILDING& CODES Connection to Roof Mounting connection:(1)SnapNrack SpeedSeal DeckFoot w/(4)#14 wood screws into sheathing at max.48"o.c.along rails Install(2)rails per row of panels,evenly spaced;panel length perpendicular to the rails shall not exceed 74 in Rail cantilever shall not exceed the lesser of 50%of the connection spacing or maximum cantilever allowed by manufacturer Connections shall be staggered so as not to overload any existing structural member Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. 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 it VSE Project Number:U1886.2349.231 Residence Iverson,Neil VI ECTOR 7/7/2023 E n G i 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. Increases in lateral forces less than 5% are considered acceptable. 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. 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 panels,solar 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 shall be notified of any changes from the approved layout prior to installation. VECTOR STRUCTURAL ENGINEERING,LLC NY Firm License:081423 ' NE Tr, , . .41( f. , W 4n��,•a � � ; .7 a ��t pp 080151t.,,(fi, ' -R ESS t, 07/07/2023 Wells Holmes,P.E. Unauthorized alterations or additions to this letter which bears a NY License: 90187-Expires:09/30/2023 licensed professional engineer's seal is a violation of Section Project Engineer 7209(2)of the N.Y.State Education Law Enclosures WLH/rsl 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VECTOR . E rl G I rl E E R S JOB NO.: U1886.2349.231 SUBJECT: WIND PRESSURE PROJECT: Iverson, Neil 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: C � -�-------�-- -__—____ _ __ �1 Risk Category: II ADDITIONAL INPUT&CALCULATIONS: Height of Roof, h [ft]:1 25 --1(Approximate) Comp/Cladding Location: Gable Roofs 27°<0 5 45° Enclosure Classification:i Enclosed Buildings ^^_____ ..____,._ ____ ___ Zone 1 GCP: 1.0 !Figure 30.4-2C (enter negative pressure coefficients) Zone 2 GCP:I 1.2 1 1 Zone 3 GCP•:I 1.2 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 27.2 Equation 30.3-1 GCP;: 0 Table 26.11-1 PRESSURES: P=9h[(GCC)—(GCC;)j Equation 30.9-1 Zone 1, p [psf]: 26.7 psf(1.0 W, Interior Zones, beyond 'a'from roof edge) Zone 2, p [psf]: 32.1 psf(1.0 W, End Zones, within 'a'from roof edge) Zone 3, p [psf]: 32.1 psf(1.0 W, Corner Zones, within 'a'from roof corner) (a= 3 ft) JOB NO.: U1886.2349.231 EC10 R SUBJECT: CONNECTION E P"1 O I rl E E R S PROJECT: Iverson, Neil Residence Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift Max Trib. Width z (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft) (Ibs) Zone 1 14.2 4.0 12.3 175 Zone 2 17.5 4.0 12.3 216 Zone 3 17.5 4.0 12.3 216 Calculate Connection Capacity Connection Description: SnapNrack SpeedSeal DeckFoot w/(4)#14 wood screws into Ultimate Capacity3 [Ibs]: 1344 Factor of Safety: 3 Quantity per Connection: 1 Prying Coefficient: 1.4 Connection Capacity [Ibs]: 320 Determine Result Maximum Demand [Ibs]: 216 Connection Capacity [Ibs]: 320 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 74". 3. Ultimate capacity values are from manufacturer testing. 1 JOB NO.: U1886.2349.231 S E C T O R ® SUBJECT: GRAVITY LOADS E rl G I rl E E R S PROJECT: Iverson, Neil Residence GRAVITY LOADS Roof Pitch: 6.7 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight[psf] pitch [psf] Composite Shingles 2.3 1.14 2.0 1/2" Plywood 1.1 1.14 1.0 ' Framing 3.0 3.0 Insulation 0.0 0.0 1/2" Gypsum CIg. 0.0 1.14 0.0 M, E & Misc 0.0 0.0 Total Existing Roof DL 6.4 PV Array DL 3.4 1.14 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]: 6.7 6.7 Roof Slope [°]: 29 29 Ground Snow Load, pg [psf]: 50 50 ASCE 7-16, Section 7.2 Terrain Category: C C 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, Cf: 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 Yes 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 0.68 ASCE 7-16, Figure 7.4-1 Sloped Roof Snow Load, ps [psf]: 35 24 ASCE 7-16, Equation 7.4-1 Design Snow Load, S [psf]: 35 24 JOB NO.: U1886.2349.231 VECTOR® E 1"l G I rl E E R S SUBJECT: LOAD COMPARISON _..., ,,')11' PROJECT: Iverson, Neil Residence Summary of Loads Existing With PV Array D [psf] 6 10 Lr, [psf] 20 0 S [psf] 35 24 Maximum Gravity Loads: Existing With PV Array (D+Lr)/Cd [psf] 21 _ 11 ASCE 7-10,Section 2.4.1 (D+S)/Cd [psf] 36 29 ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psf]: 36 29 Ratio Proposed Loading to Current Loading: 82% OK 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. o Ln c O o = N cD � � Onzw im OnOcc ri o N � � � � � -�IrWnr �uay=N 0m ' D M N 07. ~ z � U' ozc � z U1 a- .' p -n m ; z -1 -0 M r r '" � M m � z � z rna O z oW10 (f) < Nm m 0 rn can ,p C G) W z CF-4Z Z V C A m m M M Z n W D Z a C rn z Zm -zn �. rnrn 90 9� �I to 33mm 0 Z A 'm A4.°r Z Z n 00 < � cn 0 mowy� m < C a � U) in r-a � 0 0 .N m � n O � my � 1 � n — N cn o r /� oco' zmd � O[ �' fflm M ��4�mam o 0 7w V� cc m "tie x�.... ,tom /�} W 'U Z Z /'j -^ w r. 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