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SOLAR-0183-2023 r a: !�J Office Use Only Permit#: So t—A -IZ--018 3- 20 2-5 Permit Fee:$ $� 742 Bay Road,Queensbury, NY 12804 P:518-761-8256 www.gueensbury.net Invoice#: �V Flood Zone? Y ® Reviewed By±� SOLAR PANEL PERMIT APPLICATION SITE INFORMATION: Project Location: 34 Willow Rd Tax Map ID#: 295.1 8-1 -36 Subdivision Name: PROJECT INFORMATION: RV Residential: ❑ Commercial ❑Other: Single Family Multi-Family Are the solar panels? ❑ Purchased ❑ Leased ❑� Roof-mounted ❑ Ground-mounted Estimated cost of construction: $35,660.00 Total System Capacity Rating (sum of all panels): Solar PV System: 6.4 kW DC - 1 � -a Select System Configuration: �J Y Supply side connection with micro inverters PR 2 �jv �3 ❑ Supply side connection with DC optimizers Tr' ❑ Supply side connection with string inverter - �0 Es ❑ Load side connection with DC optimizers ❑ Load side connection with micro inverters ❑✓ Load side connection with string inverter Solar Panel Application Revised March 2022 F � 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 If,for any reason,the building permit application is withdrawn, 30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3.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. 1 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: /Yt ow 's Sign ure Date oZ 0 olar 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): Zed Addison Mailing Address, C/S/Z: 34 Willow Rd Queensbury NY 12804 Cell Phone: _(315 )409-9860 Land Line: _( ) Email:mrzaddison@gmail.com • Solar Contractor: Workers' Comp documentation must be submitted with this application Business Name: Apex Energy Tek Contact Name: Joshua Cooper Mailing Address, C/S/Z: 64 Main Street Queensbury NY 12804 Cell Phone: _(518 )415-5511 Land Line: _(518 )309-2786* 212 E m a i I:jcooper@apexsolarpower.com • Electrical Contractor: Workers' Comp documentation must be submitted with this application Business Name: Apex Energy Tek Contact Name: Greg Demarse :`Mailing Address, C/S/Z: 64 Main-Street Queensbury NY 12804 Cell Phone: _(518 )593-5740 Land Line: _(518 )415-5511 Email:gdemarse@apexsolarpower.com Contact Person for Compliance in regards.to this project: Joshua Cooper Cell Phone: _�)518-415-5511 Land Line: _( )518-309-2786*212 Email:jcooper@apexsolarpower.com Solar Panel Application Revised March 2022 J P a pex AUTHORIZATION FORM "TO ACT AS AGENT FOR" I, Zed & Sherri Addison owner of the premises located at: 34 Willow Road Town ofQueensbury Tax Parcel #295.18-1-36 , hereby designate: Apex Solar Power , as my AGENT regarding my Permit Application for: installation of residential PV system Apr 14 2023 21:24 EDT Date Signature Solar Panel Plan Review All wiring in conduit from ridgeline and valleys rL, (V 15� A—Two 3' foot access ways from ground to ridge one side of roof Rapid shutdown shown �- roof commercial in compliance with section 1203.4 of fire code Labeling of conduit and panels •' Battery storage in attached garages and Utility Closets separation '/z" on wall and 5/8" on ceiling if living space above Yr Battery storage on exterior walls located a minimum 3 feet from doors and windows. �JIA` 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 Heat detector interconnected to the smoke alarm in building /- ►" Rooms and areas containing battery storage systems 5/8" Type X, installed on the walls and ceiling of the room Indoor installations exhaust ventilation required for other than lithium-ion Bollards for impact protection Revised 1/24/2022 T E fl G I t1 E E R S VSE Project Number:U1886.2328.231 APR 1 April 7,2023 TOW 1V OFiAV1 Apex Solar Power '`� ',. CO�,t Y 64 Main Street Queensbury,NY 12804 REFERENCE: Addison Residence: 34 Willow Road,Queensbury,NY 12804 Apex Solar Power Project:422666 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 Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"o.c. Roofing material: composite shingles Roof slope:31° Connection to Roof Mounting connection: (1)SnapNroack 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 67.8 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 VSE Project Number: U1886.2328.231 Addison Residence TR 4/07/2023 E I'l G I I"l 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 of NE `�F® Qsotie�l . . aRQ�Id��ta�P 04/07/2023 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 aviolation of Section Project Engineer 7209(2)of the N.Y.State Education Law Enclosures WLH/ajl 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801) 990-1776/www.vectorse.com JOB NO.: U1886.2328.231 T® SUBJECT: WIND PRESSURE YE n G 1 n E E R S PROJECT: Addison Residence Com onents and Cladding Wind Calculations Label: Isolar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: C T� — Risk Category:' II ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Comp/Cladding Location: Gable Roofs 270<6<_45° T 0 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: 9.5 Table 26.9-1 z9 [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 GCPi: 0 Table 26.11-1 PRESSURES: p =qh GCp — GCn; Equation 30.9-1 Zone 1, p [psf]: 26.9 psf(1.0 W, Interior Zones, beyond 'a'from roof edge) Zone 2, p [psf]: 32.3 psf(1.0 W, End Zones, within 'a' from roof edge) Zone 3, p [psf]: 32.3 psf(1.0 W, Corner Zones, within 'a'from roof corner) (a= 3 ft) JOB NO.: U1886.2328.231 SUBJECT: CONNECTION E n G i n E E R S PROJECT: Addison Residence Calculate Uplift Forces on Connection Pressure Max Trib. Width 2 Max Trib. Max Uplift (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft) (Ibs) Zone 1 14.3 4.0 11.3 162 Zone 2 17.6 4.0 11.3 199 Zone 3 17.6 4.0 11.3 199 Calculate Connection Capacity Connection Description: SnapNroack Speedseal DeckFoot W/(4)#14 wood screws int Ultimate Capacity3 [Ibs]: 1344 Factor of Safety: 3 Quantity per Connection: 1 Prying Coefficient: 1 Connection Capacity [Ibs]: 448 Determine Result Maximum Demand [lbs]:l 199 Connection Capacity [Ibs]:1 448 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 68". 3. Ultimate capacity values are from manufacturer testing. JOB NO.: U1886.2328.231 TSUBJECT: GRAVITY LOADS E t1 G I n E E R S PROJECT: Addison Residence GRAVITY LOADS Roof Pitch: 7.2 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.3 1.17 2.0 1/2" Plywood 1.2 1.17 1.0 Framing 3.0 3.0 Insulation 0.5 0.5 1/2" Gypsum Clg. 2.3 1.17 2.0 M, E & Misc 6.5 6.5 Total Existing Roof DL 15.8 PV Array DL 3.5 1.17 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]: 7.2 7.2 Roof Slope [°]: 31 31 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, 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 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 0.65 ASCE 7-16, Figure 7.4-1 Sloped Roof Snow Load, ps [psf]: 35 23 ASCE 7-16, Equation 7.4-1 Design Snow Load, S [psf]: 35 1 23 JOB NO.: U1886.2328.231 TR SUBJECT: LOAD COMPARISON E n G in E E R S PROJECT: Addison Residence Summary of Loads Existing With PV Array D [psf] 16 19 Lr[psf] 20 0 S [psf] 35 23 Maximum Gravity Loads: Existing With PV Array (D+ Lr)/Cd [psf] 29 1 21 JASCE 7-10,Section 2.4.1 (D+S)/Cd [psf] 44 1 36 JASCE 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 [psfl:l 44 36 Ratio Proposed Loading to Current Loading: 83% 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. and Sherri Crescent Addison i C nN rnom o�< ti m m �'n o �'c�n'nc mmom �% b u ym _ g Iry _ ywN �f.2 N ton Q2 m s� r 4a ocov3g3�m d� z n N� � o< m N �VFID..,J�iID >a > 0 '04 y ID � O m 2 m n< pwm y?a. 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Address: Intenek 3933 US 11 Cortland NY 13045 Telephone: 607-758-6516 www.inleack.com Subject: ETL Evaluation of SolarEdge Products to NEC 2017 Rapid Shutdown Requirements To, whom it may concern This letter represents the testing results of the below listed products to the requirements contained in the following standards: National Electric Code, 2017, Section 690.12 requirement for rapid shutdown. UL 1741, UL 1741 CRD for rapid shutdown The evaluation was done on the PV Rapid Shutdown System (PVRSS), and covers installations consisting of optimizers and inverters with part numbers listed below. The testing done has verified that controlled conductors are limited to: • Not more than 30 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation outside the array. • Not more than 80 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation inside the array. The rapid shutdown initiation is performed by either disconnecting the AC feed to the inverter, or— if the inverter DC Safety switch is readily accessible — by turning off the DC Safety switch. Applicable products: Power optimizers: o PB followed by 001 to 350; followed by -AOB or -TFI. OP followed by 001 to 500; followed by -LV, -MV, -IV or -EV. P followed by 001 to 850. SP followed by 001 to 350. P4001 `When optimizers are connected to 2 or more modules in series, the max input voltage may exceed 80V, Following the implementation of the NEC 2017 rapid shutdown value of 80V max inside of the array at the beginning of 2019, modules exceeding this combined input max voltage will be required to use optimizers with parallel inputs. This information is for the exclusive use of Intenek's Client and is provided pursuant 10 the agreement between Intertek and its Client. Interlek's responsibility and liability are limited to the lenns and conditions of the agreement. Intenekassumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense, or damage occasioned by the use of this information. Any observations and results in this repot are relevant only to the sample evaluated. Only the Client is authorized to copy and distribute this Information and only then in its entirety. Cyr 2018 Intertek Version: 8-September-2016 Page 1 of 3 GFr-OP-10a < o D0 CA v0 }N C 7 tD N ? N O y y O 'OtnO w CD O N _ _ 0to w C CD0 Cr = a a.z m o �(D��(D N w C a(D O a it p ai cxi rn >>aga 0 ID 3 (n COD w C 7 N �.= N 0.30 N Er N 7 CD w G) a� 'mCO0m m C W (D (D (p m N c (o C.)a`+mm_ 5a 3 - rn 0 o w w w 30a CDo < w moo o S. 0 (D 3 Q. (V w x (n CD 3 'D a .D = O .D (D So C N w 0ra w c a CO m3 m o ¢w�=' O 3 co Om m 0 m m 0 to m O to Ct CD —a -3$ N 7 (D N a) N CC 0 CD OCD O_ N O, O rn �i o�oa m 0�O rn _C'w -- CO o w — (o �o�� w x a?" • 1-ph Inverters: o SE3000A-US / SE380OA-US / SE5000A-US / SE60WA-US / SE760OA-US / SE1000OA-US / SE1140OA-US / SE3000H-US / SE380OH-US / SESOOOH-US / SE6000H-US / SE760OH-US / SEIDOOOH-US / SE1140OH-US when the following label is labeled on the side of the inverter: TAIC RAPID N SYSTEM Inverter part number may be followed by a suffix • 3-ph Inverters: o SE9KUS / SElOKUS / SE14.4KUS / SE20KUS / SE30KUS / SE33.3KUS /SE43.2KUS / SE66.6KUS / SESOOKUS ; when the following label is labeled on the side of the inverter: TAIC RAPID 'N SYSTEM Inverter part number may be followed by a suffix If there are any questions regarding the results contained in this report, or any of the other services offered by Intertek, please do not hesitate to contact the undersigned. This information is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intenek and its Client. Intedek's responsibility and liabBty are limited lathe lerrrs and conditions of one agreement. Intenek assumes no liability to any party, other than to the Client in accordance with the agreement for any loss, expense, or damage occasioned by the use of this information. Arty observations and results in this report are relevant only to the sample evaluated Only the Client is authorized to copy and distribute this Information and only then in its entirety. © 2018 Intertek Version: "eptember-2016 Page 2 of 3 GFT-OP-10a � LA pq _I r•r W 3 rD N CD rp a- - 0 IQ rD 00 oc1 m (D nl W a m �S 5 Y F er D a m m m �p N 3 N O D (D 5 (D 3 a G) CDcn G w w _ o� wC o 3 m in Z 3