Loading...
HomeMy WebLinkAbout45897-Z rte} soyoSUFFOC Town of Southold 8/10/2021 P.O.Box 1179 o ® 9 53095 Main Rd yyj©� hyoj Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42220 Date: 8/10/2021 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 650 Lakeside Dr., Southold SCTM#: 473889 Sec/Block/Lot: 90.-3-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/22/2021 pursuant to which Building Permit No. 45897 dated 3/9/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels on existing single-family dwelling as applied for. The certificate is issued to Cornell,Roger&Virginia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45897 7/21/2021 PLUMBERS CERTIFICATION DATED a A thoze i ature TOWN OF SOUTHOLD AllBUILDING DEPARTMENT C2 x TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45897 Date: 3/9/2021 Permission is hereby granted to: Cornell, Roger 650 Lakeside Dr N Southold, NY 11971 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 650 Lakeside Dr., Southold SCTM # 473889 Sec/Block/Lot# 90.-3-5 Pursuant to application dated 2/22/2021 and approved by the Building Inspector. To expire on 9/8/2022. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO-ALTERATION TO DWELLING $50.00 Total: $200.00 i Bui ' fl ector Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA ANCsean.devlinCM-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roger Cornell Address: 650 Lakeside Dr city:Southold st: NY zip: 11971 Building Permit#. 45897 Section: 90 Block. 3 Lot- 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement Solar X Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: 14.179kW Roof Mounted PV Solar Energy System w/ 33 Solaria Power XT- 355R Modules, Enphase IQ3 Combiner w/220x3 210x1, Backfed 240 Breaker Notes. Solar Inspector Signature: Date: July 21, 2021 S.Devlin-Cert Electrical Compliance Form �o��pE SOUTyo� L4 5�% 1 6,50 LaAe!5--ge2 TOWN OF-SOUTHOLD BUILDING DEPT. �`�caurm ' 765-1802 INSPECTION [ .] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ["" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Ao rkl fit&TRfifkj, 114- DATE . DATE INSPECTOR ��� t ^�[ oF souTya6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ' [XROH PLSG. FOUNDATION 2ND - [ ATION/CAULKING FRAMING/STRAPPING [ [ ] FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATEz,F4 INSPECTOR FIELD INSPECTION REPORT DATE ' COMMENTS FOUNDATION(IST) On ------------------------------------ 'FOUNDATION (2ND) - � o ROUGH FRAMING& 1 PLUMBING 5 H INSULATION PER N.Y-. H STATE ENERGY CODE l Ml Aj FINAL ADDITIONAL COMMENTS ydn 31 -moo z m y O . z d b y ��o�S�fFOj}coG TOWN OF SOUTHOLD—BUILDING DEPARTMENT x" Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 opo a4�� Telephone(631)765-1802 Fax (631) 765-9502 hitps:HwWw.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: F E R _2 2 2021 Applications;and,'forms must be filled'out in,their entirety.Incomplete applications willlnot lie-accepted. Where thed,Applicarit�is not the oWrier,, Owner's Authoiiiatieri forrri(Page 2)shall tie completed.._ 4e Date:February,9 2021 OWNERS)°OF PROPERTY: .. Name:Roger Cornell SCTM#1000- Project Address:650 Lakeside Drive North, Southold, New York,, 11971 _W Phone#: Email: Mailing Address:650 Lakeside Drive North,Southold, New York, 11971_„_ CONTACT-PERS6N”, Name: JosephvWhitman Mailing Address:315 Commerce Road Cutchogue,New York, 11935 Phone#:631-383-8502 Emall:PeconicPowerSys@gmail.com DESIGN,PROFESSIONAL INFORMA-TON: Name:John J. Condon Sr. Mailing Address: Sigsbee Road,�Mattituck,_µNew_York„11952, Phone#:631-298-1986 Email:condonerq@optonline.net CONTRACTOR IN Name:Peconic Power Systems MailingAddress:315 Commerce Road, Cutehogue, _New York, 11935w Phone#: 6_31-734-502_6_ _ _ Email:PeconicPowerSys@gmaiLcom 'DESCRIPTION,OF'PROPOSED CONSTRUCTIONr ❑New Structure ❑Addition El Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther install a new Roof Mounted Solar Photovoltaic System $32,000.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes R No 1 ��' PRbPERTYJNFORNIATIOIN Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to `�� � �.,��_�........w..�.�.......e..n.�....,.�...�....,........,,.�.._...�..,.... this property? ❑Yes L�'No IF YES, PROVIDE A COPY. "1110 °ck Box After Reading: is'responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.,APPLICATION IS HEREBY MADE to the Building Department for the issuance of a'Building'Permit pursuant to the,Building Zone ., Ordinance of the-Town of Southold,Suffolk,'County;New York and,other'appliceble1aws,ordinances'or Regulations,for the construction of buildings, 'additions;alterations or for removal or.demolition as iierein,described.the applicant agrees to comply with all applicable laws,ordinances,building code,-'" housing code and regulations and to admitauthoriied inspectors on premises anddin`building(s)for necessary inspections.False statements'made herein are punishable as a ClassA misdemeanor pursuanttaSection 230.45'of,the New;Y&k State Penal Law. Application Submitted By(print name):Joseph Whitman ®Authorized Agent ❑Owner Signature of Applicant: Date: 2/9/2021 �w STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Joseph Whitman being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 7 ,20_.2i Not ry Public Mart.E.Their NOTARY PUBLIC,STUROWNEWYORL PROPERTY OWNER AUTHORIZATION RegistratiQualified i No.f 2 Where the applicant is not the owner Qualified in S� '�!� ( Commission Expir OMNOR4,20 02 Roger Cornet I 650 Lakeside Drive North,Southold, New York, 11971 I, residing at do hereby authorizeJoseph Whitman to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owners Signature Elate ' . Roger Cornell Print Owner's Name 2 tow �O %ILDING DEPARTMENT-Electrical Inspector ��O 202 TOWN OF SOUTHOLD y AUL 3 Town Hall Annex - 54375 Main Road - PO Box 1179 Ab-p- . O�� � Southold, New York 11971-0959 cp� fphone (631) 765-1802 - FAX (631) 765-9502 Ovrdgerr(absoutholdtownny.gov - seand(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 7/13/21 Company Name: Peconic Power Systems Name:Roger Cornell License No.: ME-45056 email: Rstanevich7l9l@yahoo.com Phone No: 516-819-7191 ✓ I request an email copy of Certificate of Compliance Address.: 650 Lakeside drive-Southold, NY JOB SITE INFORMATION (All Information Required) Name: Roger Cornell Address: 650 Lakeside drive Southold, NY Cross Street: -� Phone No.: 516-819-7191 BIdg.Permit#: 45897 email: Rstanevich7191 @yahoo.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) el"L V0 16, Check All That Apply: ` Is job ready for inspection?: (w, YES [:]NO -]Rough In ❑Final Do you need a Temp Certificate?: ❑YES ❑NO Issued On 7/13/21 - Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑Underground ❑Overhead #Underground LateralsEll 2 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION l\6,�- 00. 12 Electrical Inspection Form 2020.x1sx O n�. / n PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: 12 �Q Comments. �C � 17 , ACOOR"0 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YIM 02/11/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Josh Mitchell Freedom Coverage Corp PHONE 631 709-2777 FAX.No): 80 Orville Dr Suite 100 n�"o ess: Josh@Fre edomCoverageNY.com Bohemia, NY 11716 INSURERS AFFORDING COVERAGE NAIC># INSURERA: Utica First Insurance Company 5326 INSURED INSURERS: Employers Insurance 11512 Peconic Power Systems LLC INSURERC: 315 Commerce Rd INSURER D: Cutchogue, NY 11935 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00000166-42889 REVISION NUMBER: 3 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INTR TYPE OF INSURANCE ADOL SUER POLICY NUMBER MM/DDY EFF POYM LICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY ART5152101-00 12103/2020 12/03/2021 EACH OCCURRENCE $ 1.000.000 A TD CLAIMS-MADE FX-1 OCCUR PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 5 000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY 0 PRO- JECT F—]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER, $ AUTOMOBILE LIABILITY COEa acMBINED SINGLE LIMITcident $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS EMPLOY RS'COMPENSATION ILII EIG4706645 02/03/2021 02103/2022 STATUTE X ERS AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) As pertains to insureds operations CERTIFICATE HOLDER CANCELLATION Town of Southhold- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex 54375 Main Road P.O.Box 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 pp, tG -tFC%r``4%liG JCM ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by JCM on February 11,2021 at 11:20AM DCA Pcrta� License and Complaint / Violation Look Up Use the form below to search for License and Complaint/Violation information.Search by First and Last name,Business name,Phone number,or License number.Please note: License number search will only show license data,no complaint/violation data. Complaint/Violation searches will show all of the complaints and violations against a business within the last five years.If you need to request more information please contact our office at(631)853-4600. First Name: Robert Last Name: Stanevich Business Name: Peconic Power systems Phone Number: (516)819-7191 License Number: ME-45056 Submit Clear License Information Last First Issued Expiration { Results Name Name Business Name Phone Status ID Date Date 1 Stanevich Robert j Peconic Power (631)734- Active ; ME- 07/15/2008 07/01/2022 Systems LLC 5026 45056 No Complaint/Violation Information Found Suffolk County Government, 2020 1/1 Le-- T,71 ROVED AS NOT D QQ DATE: B.P. FEE:�D TT BY: NOTIFY BUILDING [FDARTMENT AT ELECTRICAL 765-1802 8 AM TO 4 PM FOR THE INSPECTION REQUIRED FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMI,, _ r PLUMBING 3. INSULATION 4. FINAL - CON MUST BE COMPLEX ALL CONSTRUCT ,HALL MEET THE REQUIREMENTS 0,=THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �.._. IT OWN ZBA 40ff-R, N{ OARD SnlEb0LDTQWNTR STEES N.Y.S.DE OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICA ! r OF OCCUPANCY • 28375 Industrial Blvd. Hayward, CA 94545 AZI, I R®N RI DGE 1-800-227-9523 IronRidge.com Attn: Corey Geiger, COO, IronRidge Inc. Date: May 18th, 2020 Re: Structural Certification and Span Tables for IronRidge Flush Mount System This letter addresses the structural performance and code compliance of IronRidge's Flush Mount System. The contents of the letter shall be read in its entirety before being applied to any project design.The Flush Mount System is a proprietary rooftop mounting system used to support photovoltaic(PV)modules installed in portrait or landscape orientation and set parallel to the underlying roof surface. PV modules are supported by extruded aluminum XR Rails and secured to the rails with IronRidge mounting clamps.The XR Rails are side mounted to a selected roof attachment with 3/8"stainless steel bonding hardware and then attached directly to the roof structure or to a stanchion that is fastened to the underlying roof structure.Assembly details of a typical Flush Mount installation and its core components are shown in Exhibit EX-0015. The IronRidge Flush Mount System is designed and certified to the structural requirements of the reference standards listed below,for the load conditions and configurations tabulated in the attached span tables. ASCE/SEI 7-10 Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) 2015 International Building Code (IBC-2015) 2017 NYS Uniform Code Supplement 2015 Aluminum Design Manual (ADM-2015) The tables included in this letter provide the maximum allowable spans of XR Rails in the Flush Mount System for the respective loads and configurations listed, covering wind exposure categories B, C, &D, roof zones 1, 2 &3, and roof slopes from 80 to 450. The span tables are applicable provided that the following conditions are met: 1. Span is the distance between two adjacent roof attachment points (measured at the center of the attachment fastener) 2. The underlying roof pitch, measured between roof surface and horizontal plane, is 450 or less. 3. The mean roof height, defined as the average of the roof eave height and the roof ridge height measured from grade, does not exceed 30 feet. 4. Module length shall not exceed the listed maximum dimension provided for the respective span table and module width shall not exceed 42". 5. All Flush Mount components shall be installed in a professional workmanlike manner per IronRidge's Flush Mount installation manual and other applicable standards for general roof construction practice. ©2020 IronRidge,Inc. NY Flush Mount System Certification Letter-1 28375 Industrial Blvd. Hayward, CA 94545 AE I RON RI DGE lronRi ge.co 23 IronRidge.com The parameters and adjustments allowed in the span tables are defined as the following: 1. The Flush Mount System is designed as a Risk Category II structure as defined by ASCE 7-10 Chart 1.5-1. 2. The wind speed selection shall conform to ASCE 7-10 Fig. 26.5-1A(Risk Category II wind)and any state &local county/city amendments to the IBC. No special wind topographic features are included in the span tables and the topographic coefficient(Kzt) is taken as 1.0. 3. The snow load used in the span tables is the ground snow and shall conform to ASCE 7-10 Fig. 7-1 and applicable state&local county/city amendments to the IBC. If the local jurisdiction specified snow load is in the format of a flat roof snow load, it shall first be converted to a ground snow following the local building code/amendment before the application of the attached span tables. No special snow conditions are considered including unbalanced, drifting, sliding, retention, or ponding snow.The span tables do not include buildings which are intentionally kept below freezing, kept just above freezing, or unheated. 4. The span tables reflect the ASCE 7 prescribed earthquake loads with the maximum magnitudes being: 1) For ground snow no greater than 42psf: SS 5 2.Og for Site Class A, B, C, or D. 2) For ground snow greater than 65psf: SS 5 1.0g for Site Class A, B, C, or D. 3) For ground snow between 42 and 65psf: Ss :5 1.5g for Site Class A, B, C, or D. 5. Roof zone size and definition conforms to ASCE 7-10 Fig. 30.4-2A to 30.4-2C. 6. Allowable span length in the charts may be multiplied by a factor of 1.08 if the rails are continuous over a minimum of three spans. 7. The maximum cantilever length measured from the rail end to the nearest attachment point shall not exceed 40% of the allowable span provided for the respective load &configuration condition from the span tables. 8. An array to roof clearance of 2"minimum must be provided. 9. No rail splices are allowed in the cantilever, outer 2/3 of end spans, or middle 1/3 of interior spans. 10. Shaded cells of the span tables indicate conditions in which UFO Mid Clamp connection capacity is exceeded. If such conditions are encountered contact support .ironridge.com. 11. When a roof attachment listed in IronRidge's Flush Mount installation manual is considered, the span values provided in this letter can be adjusted using IronRidge's online Design Assistant by checking the capacity of the selected roof attachment against the reaction forces provided in Design Assistant. ©2020 IronRidge,Inc. NY Flush Mount System Certification Letter-2 28375 Industrial Blvd. Hayward, CA 94545 RON RI DGE IronRi ge.cor23 IronRidge.com 12. Systems using CAMO module clamps shall be installed with the following guidance: 1) For single module installations("orphan modules")using modules with a length greater than 67.5", CAMO clamps shall not be installed in regions that experience ground snow loads of 70psf and greater:such scenarios are shown by asterisks in the applicable span table. 2) CAMO will function within a module's design load ratings. Be sure the specific module being used with CAMO meets the dimensional requirements shown in the figure below and that the module selected is suitable for the environmental conditions of a particular project. Module Glass/Cells Frame Compatibility: X = 1.2-2.2mm Y® 15-40 mm X Figure 1: CAMO Module Frame Dimensional Requirements ©2020 IronRidge,Inc. NY Flush Mount System Certification Letter-3 28375 Industrial Blvd. Hayward, CA 94545 �� I RON RI DGE lronRl gexo 23 IronRidge.com The span tables provided in this letter are certified based on the structural performance of IronRidge XR Rails only with no consideration of the structural adequacy of the chosen roof attachments, PV modules, or the underlying roof supporting members. It is the responsibility of the installer or system designer to verify the structural capacity and adequacy of the aforementioned system components in regards to the applied or resultant loads of any chosen array configuration. Sincerely, ." $tDate. UE ��1f� ®,9 �_� 2020.05.22 r Af f N s -1 c=12 46:5 2 ®oR 0,9657oft /7 ssio�t� �l�r -07'00Gang Xuan, PE Senior Structural Engineer 0 2020 IronRidge,Inc. NY Flush Mount System Certification Letter-4 //'�±± 28357 Industrial Blvd. Z IRON RIDGE E Hayward,CA 94545 1-800-227-9523 IronRidge.com Attn: Corey Geiger, COO, IronRidge Inc. Date:September 51h,2019 Re:Structural Certification for the IronRidge FlashFoot2 This letter addresses the structural capacity of the IronRidge FlashFoot2(FF2)component for use as a roof attachment for PV solar systems. FF2 is composed of an aluminum Cap,a 9"x 12"aluminum flashing,and an aluminum stabilizing base.The flashing component is attached to an underlying roof rafter using a 5/16"lag bolt. The assembly details are shown in Exhibit EX-0013. The referenced uplift and lateral resistance of FF2 is based on structural tests conforming to ASTM D1761-12"Standard Test Methods for Mechanical Fasteners in Wood." Testing was performed by installing a FF2 component on a sample roof deck composed of composition shingles covering'/"OSB Board over a 2x4 Douglas Fir rafter as shown in Figure 1. The moisture content and specific gravity of the rafter was measured and recorded per ASTM D2395-14"Standard Test Methods for Density and Specific Gravity (Relative Gravity)of Wood and Wood-Based Materials." The moisture content for uplift test samples was between 8%and 15%with an average specific gravity of 0.54. The moisture content for lateral test samples was 13%with an average specific gravity of 0.54. The critical failure mode observed for both the uplift and lateral tests was pullout of the 5/16"lag screw from the rafter. The average peak loads recorded at the critical failure point for the uplift and lateral tests were 3203 lbs.and 1237 lbs., respectively. A safety factor of 3.0 was applied to certify the allowable uplift capacity to 1067 lbs.and the allowable lateral capacity to 412 lbs.for a substrate with a specific gravity of 0.54. 3 For rafter wood species with specific gravity other than 0.54,the allowable uplift capacity shall be adjusted by a factor of( c )Z per o.s4 AP&PA National Design Specification Eq. (12.2-1),and the allowable lateral capacities shall be adjusted per the equation 1—(0.5—G) from APA Engineering Wood Construction Guide APA 2011 (G is wood specific gravity). For the common wood species,the allowable capacities are provided in Table 1. Table 1. IronRidge FlashFoot2 Allowable Capacities(1) NDS Assigned Specific Allowable Uplift Capacity Allowable Lateral Capacity Wood Species Gravity(z) (lbs)(3) (lbs)(3) Douglas Fir,Larch 0.50 951 396 Douglas Fir,South 0.46 839 380 Hem,Fir 0.43 758 368 Hem,Fir(North) 0.46 839 380 Southern Pine 0.55 1097 416 Spruce,Pine,Fir 0.42 732 364 (1)The minimum size rafter is 2x4. (2)The listed specific gravities are per 2015 NDS Table 12.3.3A. (3)Values are based on securing lag bolt within center 1/3 of rafter width with a minimum 2.5"end distance,and loading directions as shown in Figure 1. Lateral Uplift ', na'i•..a.. .,a.,a'rr.'�:�L; 1C ••^f;r ,�a^y'r s,',� � ada.�rS',."`k^.'=3',j"'. ys '"'„s'nei'^y:;,'._ 3:,. as x`,S"• •y'e ��:, •� - r� "ear;•?,,,�,�Y 4 s ,,�.�,a^°; � ,, Figure 1 ©2019 IronRidge,Inc. FlashFoot2 Certification Letter-1 • f Z " I R®N RI DGE 28357 Industrial Blvd. Hayward,CA 94545 1-800-227-9523 IronRidge.com Mt. �1? xD Sincerely, q � i ate; it �� 2019.09.05 NO. y1051 :36 07,Op, Gang Xuan, SE OFCA Senior Structural Engineer ©2019 IronRidge,Inc. FIushFoot2 Certification Letter-2 EXHIBIT: EX-0013 2 3 ( 12.Oin ) I 1 ( 3.Oin ) 4 i 4.5in b 9.0in ( 3.bin ) STABILIZING BASE ( 3. in ) O � D FlashFoot2 Cap can be installed in either orientation shown ITEM NO. DESCRIPTION 1 ASSY, FLASHING, MILL OR BLACK 2 ASSY, CAP, MILL OR BLACK gE�� IRONRIDGE 3 BOLT LAG 5/16 X 4.75" 4 WASHER, EPDM BACKED ___._ASSY,DWG.NO. EX NO. EX-0013- F013 -dash l'ooi2 UPO Anchor 4-5 x 3/8" lag bol+ ©- Solaria power XT 355K-AC, Kna -' -er 2' x 8" fZ44er +o Panel dis+once is 4° Plash Poo+ 2 upli-P+ capaci+y is 600Ib Per inch anel +o rail is connec+ed by iron Kid9e G ail system Kook Pro-Ple View REVISIONS. Date PROJ ECT DESCRI PTI ON ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES ' vim- �, ���, �-�. e ? g y =>x UNAUrHOFJZZD TO TATI �,a „� �',,'T OR ADDITION 650 LAKESIDE DRIVE JOB. �� `* �rR . DOCUMENT LSA A VOOL AT ON � _ .,ter�,• -, '�`� I ofTneuw HOUSE RAFTERS ARE 2XG I G" ON CENTER WITH A 3 1/2 PITCH GARAGE IS 2X8 24" ON CENTER WITH A 9 PITCH SYSTEM SIZE: ARRAY AREA (#1): " f ARRAY AREA (#2): f _ EQUIPMENT SUMMARY ^� 33 SOLARIA POWER XT -3558-AC MODULES 2 SOLAR INVERTERSOu �a 33 SOLAR OPTIMIZERS � ; �'� r.�T� _ �VCLI jR 1, ' SHEET INDEX Lu I lQl O Q FPS-) AERIAL VIEW AND VICINITY MAP PP5-2 ROOF PLAN * MODULES " rr? W PP5-3 ELECTRIC LINE DIAGRAM AERIAL VIEW WW ILZ `- - PP5-4 WIRING CALCULATIONSQ PP5-5 PLACARDS ' - � oz w ^rte _I J Great " s THESE PANS AND DE51GN5 "'1. �'o'er h '�` �" '�.si r"Bd '• i' SHOWN HEREON REMAJN THE wy_ i '.,7,e,Rtl` RO �r Pry PPERTYOP PECONIC POWEP, PE r /' ,.r.•�'^y, n •m,' SYSTEMS THEIR USE WITHOUT WRITTEN UCEN5E RMISSION 1 STRICTLY PROH101TED p m i w,l �iT aeaeH RH =' ITE PLAN N10lf Preservea '��� •�."� ,`ti3"' f-'E"'t,.>t-..a'x `4 �c '•'' � r ' -'�"t �• •; I Cedar Beecn?�LnlY,�a,� AND f R� .5 - -Ft{ ��-.,�„_,, VICINITY 6 Pwritj ' _ MAP a� d 5.07mrruow¢roee ,g 'd �wrw+enr,rr�x Haas u•o ��(( "�, , '1,' — ''�- `�` •- - �� ♦ 9 aa� � �"� � ��J �; +gry)1' emv.MD Peorc�rsowv. ml • �f +,,?? ' v>r-�'; � ,: I ." x "A` na� !Ta'�4.-.'t S - kR'.. stl' ")I WiItI Tnt NCW roPA STAR[n[YLY °K xo PREPARED BY: '. PECONIC POWER SYSTEMS LLC. 315 COMMERCE DRIVE UNIT I KEY MAP CUTCHOGUE, NEW YORK, 11935 S U BJ ECT DATE: 2/29/20 DWG NO. AERIAL VIEW PARCEL ®a®Nlc U 0 2020-O I �-� SYSTEMB� SMT: PP5- 1 ,^ 1 r REV15ION5• Date " Component Ust LEGEND MODULE TYPE DIMENENSIONS WEIGHT B JUNCTION BOX NUMBER OF MODULES = 33 • '`_" `'"`' "'° ' `"�°�� riNvl INVERTER MODULE TYPE = 50LARIA POWER XT-3558-AC Al } Dc INTEGRATED DC DISCONNECT MODULE WEIGHT =F ry_ sic 5OLAR LOAD CENTER UNANTH RIZEDAE ERA I N MODULE DIMENSIONS = OR ADDITION TO THIS PM PRODUCTION METER DO CUM EaNT ISA VIOLATION of me w UNIT WEIGHT OF THE ARRAY = Ms MAIN SERVICE PANEL N ., •, > ARRAY t- ROOF AREA CALCULATIONSw"°' • � a" • � � 0 VENT, ATTIC FAN (ROOF CONSTRUCTION � (ROOF fl ,, GARAGE) - '�� : ° " : �' ROOF ATTACHMENT ARRAY AREA = ��• ...,.,__�;:�- ._ � �E,..�_M .<.... , RAFTERS ROOF FACE AREA = 7 CONDUIT Fc-51 COMBINER BOX z l� FACE AREA COVERED BY ARRAY 3G.G Ff. 0 LL — ARRAY * ROOF AREA CALCULATIONS (ROOF #2, HOUSE) Lu ARRAY AREA = 9.5 FT. p C) O ROOF FACE AREA = 21.9 FT. w }' FACE AREA COVERED BY ARRAY `� Q \Z LLJ ROOF DESCRIPTION N N z g o ROOF TYPE = COMPOSITE SHINGLE ROOF a N O O O ROOF AZIMUTH = 1 HOU5E RAFTERS ARE 2XG I G" ON CENTER WITH A 3 1/2 PITCH 3G.G FT. 9 5 21 9 Ln GARAGE RAFTERS ARE 2X8 @ 24 ON CENTER WITH A 9 PITCH VJ METER 'O V J THESE PIANS AND DESIGNS 1� SHOWN HEREON REMAIN THE I� I� PROPERTY OP PECONIC POWER 55TEMS THEIR USE WITHOUT WRITTEN LICENSE PERMISSION I 5TRICTLY PROHIBITED - _. F.r. = • ROOF ROOF#2 µ,� '^ III ` yo �� a PLAN 3G.G IT. 9.5 FT. 21.9 I7. y O ROOF#1, " F � �• �� � •';����.,� Vii' `�r�� ��� � r LOfl�r��INMM U LES TPL.• T f!'J' .4't r 1^i YxNOWiLti•„Y.^ r 3 W Al%. = PI/.N9 AND �.-7. NMMA 9TATL fN[RGY Nave rx Ir PRUEPAPUED BY. S 27.2 FT. PECONIC POWER SYSTEMS LLC. 315 COMMERCE DRIVE UNIT I ROOF PLAN � M O D U LES CUTCIIOGUE, NEW YORK, I 1935 DATE: 2/29/20 f DWG NO. ;==-C=ON c P6-4v= 2020-01 L BYBTEM33 5HT: PPS-2 REV15ION5. Date NOTES: C 1 . ONE #G ALJG EG C I AUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT 15 A VIOLATION 10/2 PVC PIPE OF TME LAW 2 12 SOLAR NM SOLAR 200 AMP 100 AMP MAINn < DECK DECK DISCONNECT PANEL I V BOX BOX LINE SIDE — TAP Z 344 � # 12 AWG TH H N POWER o - - 13 14 -- -- 22 23 TC-ER IN PVC 344 COMPANY z THWN-2 PIPE _ I - #G = LD U-i w n O ENPHASE AWG o — WIRE THHN z W '> N PVC Q \/ w IL PIPE 24 25 - - - 32 33 g o 0 (0 (D O ENPHASE IQ T) A SOLARIA POWER XT C COMNINER BOX ALL WIRING MUST COMPLY WITH NEC 3558-5C15 114D l� MODEL NO. GUIDE LINES AND LIPA LOCAL AUTHORITY THE5E�SHOWN HEREON REMN THE AIOF"CO12' PROPERTY OP PEONC POWEFR X-IQ AMI-2408 -` 5r5TEM5THEIRUSEW DUf qr ., -z , - WRITTEN UCEN5E PERMI55ION15 HAVING JURISDICTION F s ` } k. ' STwcnr PRonISrzEo B SOLAR DECK 9 lJ GE ENERGY 1 00 AMP � `� �'��� tet. EI�CTRICAL ��' �'� g' � `,yss°; UNE AC/DC 3K PASS-THROUGH D "% ` � `�� DIAGRAM FUSIBLE DISCONNECT K - fNCLOSURE y r , t MODEL NO. 0799-G5 MODEL NO. TG3223R . _F. . z R� /,i# �wclnenr,mese nuns am r%'",:�, sPeclriunonswceiumuwauce '� ���� ® �sqm ` uvm me nrwrolu srnTe eneP.cr 'f LL 1nm5Re Ilex Ir si e roue PREPARED 15Y- ELECTRICAL LINE DIAGRAM PECONIC POWER SYSTEMS LLC. 315 COMMERCE DRIVE UNIT I CUTCHOGUE, NEW YORK, 1 1935 DATE: 2/28/20 r DWG NO. 2020-01 �Mco�ic `�Uvv=3 5HT: PPS-3 ,� BYBTEMB r REV15ION5• Date NOTES: PPS- 1 SYSTEM SIZE 14, 179 KWH EQUIPMENT SUMMARYSOLARI Solaria PowerXT°-355R-AC UNAUTHOR ADDITIOOTO M15 DDCRZED ALTERAT16 N 33— SOLARIA POWER XT OF CUM UME ENT SA VIOLATION LAW 33— ENPHA5E IQ7+ MICROINVERTERS cls rtr � � Solaria PowerXT- 35OR-AC 355R-AC 360R-AC Cell Type Monocrystalhne Silicon Max Power(Pmax) IW] 350 355 360 Dimensions(L x W x H) 1621 mm x 11 16m x 40mm Efficiency [%] 194 196 199 Weight 22 kg/48 lbs PP5—2 Open Circuit Voltage(Voc) IV] 471 474 477 Glass Type/Thickness AR Coated,Tempered/3 2mm Short Circuit Current(Isc) [A) 949 9 53 9.56 Frame Type Anodized Aluminum MODULE WEIGHT— 48 LB Max Power Voltage(Vmp) [V] 388 391 395 Cable Type/Length 12 AWG PV Wire(UL)/1 000m Max Power Current(Imp) [A] 902 9 09 9 13 Junction Box IP67/4 diodes MODULE DIMENSIONS G3 3/4" X 44" X 1 112" , , ,o ff. „ ., - !, Rear Front Load(UL 300 Pa 175ps113 f* _ o i i�ra.tTr Peak Output Power [VAI 300 Rear Load(UL 1703) 3600 Pa/75 psf*Manualrardeiels Z A Max Continuous Power IVA] 290 Reler,oaolatlalnrtallaVon Nominal Voltage IV] 240 ROOF ONE Max Continuous Current ]A] 1 21 Certifications UL 1703/UL7741/CEC Nominal Frequency IHz] 60 NEMA 3R 0 TOTAL WEIGHT 1 ,291 .9 LB Exte1%]nded Frequency Range [ 47- Pre Type Type 1 Q Efficiency [oI 970 0 Power 8 Product Warranty 25 years* TOTAL AREA 434.8 5Q Power Factor/Adjustable Ix] 07leading 071aggmg wauamyaetadsat—saadamm Z Max Branch Circuit (AI 20 ._ "— QD_ W Iry/ Max Modules/Circuit [#] 13 Stacking Method Horizontal/Palletized U) Q O Operating Temperature IC] -40 to+65 Pcs/Pallet 25 W ROOF 2 Rererte ERPh..107, msheetforoom&wPeo fi.v n Pallet Dims 1668 x 1150 x 1230 mm Q �— _ _,_: Pallet Weight 615 kg/1360 lbs J f n Communication Power line Pallets/40 It Container 28 w UJ TOTAL WEIGHT 595.7 LB Monitoring Enlighten Manager and MyEnlighten options Pcs/40-ft Container 700 Z TOTAL AREA 198.4 SQ FT Coved by tible with Cann elQ loadEnvoy Q w Disconnecting Means Approved by UL for AC and DC load break as required by NEC Article 690 Rapid Shutdown Compliant per NEC-20148 2017 PP5-3 ONE LINEr pJ � ,oa wia, r"�.�1 [sei __J ..W —1— PPS-41 . ALL EQUIPMENT TO BE UL OK OTHER NKTL, AND LABELED FOR ITS O APPLICATION 2. ALL CONDUCTORS SHALL BE COPPER, RATED FOR GOOV AND 90 ro"ucalh DEGREE C I N WET ENVIRONMENT Authorized Dealer THESE AND DESIGNS SHH.R.O.wN HEREREMAIN THE (R5l I PROPERTY OP PECONIC PONRR 5Y5TEM5 THEIRU5EwiTHOUT 3. WORKING CLEARANCE AROUND ALL NEW EQUIPMENT SHALL COMPLY — ---t, , _ 5TMCLYUCENSEPROHIB eo 1551014 Is [ %1 to WITH NEC I 10.26 41a 'ai] .!; ­71rt' VW ° : , WIRING 4. DRAWING INDICATES GENERAL ARRANGEMENT OF THE SYSTEM, CALC 5 CONTRACTOR SHALL FULFILL ALL CODES AND STANDARDS MOUNTING SLOT The Solaria Corporation 6200 Pasea Padre Parkway,Fremont,CA 94555 P(510)270-2500 MNw solaria com Copyright©2018 The Solana Corpora •l �t3 .,,c'_ i te a„ 5. MODULE GROUNDING CLIPS SHALL BE INSTALLED BETWEEN MODULE Productspecifications are subject to change without notice Rev 18 04-23201 r FRAME AND MODULE SUPPORT RAIL PER THE r �:ce, f� ESSIM4 � S:++r e01CP AND PROPP5910NAL ^ '"^, I tl't NOGM[M T e5C P AND �\ F'l }f'y(�tri-^a Y� 5PELINCATIOt.LS PRP M coMPLI a 4¢`,g y A: W1r1,THL NCW YORK STAR t FW MANUFACTURER INSTRUCTIONS r GXPE . MODULE SUPPORT SHALL BE GROUNDED CONTINUOUSLY MODULE DATA J" MEET �� � ,5CAc!�N�,.x,,. 7. POLARITY OF GROUNDED CONDUCTORS IS NEGATIVE PREPARED B WIRING CALCULATIONS 315 C C POWER SYSTEMS LLC. 3 15 COMMERCE DRIVE UNIT I CUTCHOGUE, NEW YORK, 1 1935 DATE: 2/29/20 r (SAIF !7 `DWG NO. `- �oCO1�i�Ch, , �V Y M9� ✓F2020-01 4 REV151ON5 Date OGROUND FAULT DETECTION AND INTERUPTION: O INVERTER OUTPUT CONNECTION TO BE INSTALLED TO BE INSTALLED AT INVERTER PER NEC 2014 690. AT MAIN SERVICE PANEL PER NEC 2014 690. CAUTION: POWER TO THIS BUILDING IS ALSO SUPPLIED • '® FROM THE FOLLOWING SOURCES WITH NAD DITTO TO UN ADDITION TO LTe ♦ ,• a ♦ , ♦ ® INVERTER DOCUMENT IS A VIOLATION • • • DISCONNECTS LOCATED AS SHOWN OF THELAW •• •• D• NOT RELOCATE • o •• • DEVICE • ,• • , AT:® METER AND MAIN SERVICE ® AC DISCONNECT,PV METER, ODISCONNECTION MEANS:TO BE INSTALLED AT A LL O7 MARKINGS SHOULD BE PLACED ON ALL INTERIOR INVERTER,SUB PANEL AC AND DC DISCONNECTS PER NEC 2014 G90. AND EXTERIOR PV CONDUIT, RACEWAYS, 366 PT ENCLOSURES, AND CABLE ASSEMBLIES , EVERY 10 _ FEET, AT TURNS AND ABOVE AND/OR BELOW • • PENETRATIONS AND ALL PV COMBINER AND 95 Fr F Z JUNCTION BOXES CAUTION1 'SOLAR CIRCUIT p L� SOLARDC DISCONNECTl _ lL Q 366 fT Lu IL/ 21 9 FT ODISCONNECTION MEANS MAY BE ENERGIZEDIN THE O W Q O 3 8 TO BE LOCATED AT MAIN SERVICE PANEL: Q OPEN POSITION.TO BE INSTALLED AT n n n DISCONNECTING MEANS PER NEC 2014 G90 WARNING: POWER W • ROOF b2 Z 11 1 WARNING •• ' •• • O 366 PT 9 5 PT ROOF Al Q U—i . ' 21 9 FT /• 7 SHOCKfLECTRIC •• Pv •• i • :1 AMPS (Y/_ L TERMINALSNOT TOUCH TERM INALS ON BOTH THE LIINEg AND ••D • - - —� s •• •• • s • O O 0 BREAKERFED 272 PHOTOVOLTAIC POWER SOURCE SHALL BE LABELED DOiNOT RELOCATE ~WITH THE FOLLOWING WARNING AT EACH JUNCTION ROOF PLAN MODULES BOX, COMBINER BOX, DISCONNECT,AND DEVICE O WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE PER NEC 2014 G90. THM S AND DESIGNS •• SHOWNPHEREON REMAIN 111E PROPERTYOF PEC.ONIC POWER ® ♦ • • •r�� :...4i1�r� - SY5TEM5 THEIR USE WITHOUT' 'ELECTRIC• •• • �i''= WRITTEN LICENSE 1EIN1551CIN 15 PHOTOVOLTAIC SYSTEM • , MARKING CONTENT AND FORMAT -.9 = STP CTLY PROHIBITED TOE DC _ Y'fi • s • • RED BACKGROUND ,r • MAY BE WHITE LETTERINGriA �a �Azy `x� `� PLACARD5 • MINIMUM S" LETTER HEIGHT • ALL CAPITAL LETTERS 's� xzhtl£ • ARIAL OR SIMILAR FONT, NON-BOLD " DIRECT CURRENT PHOTOVOLTAIC POWER • REFLECTIVE WEATHER RESISTANT MATERIAL 5 SOURCE TO BE INSTALLED AT INVERTER SUITABLE FOR THE ENVIRONMENT(DURABLE ' E86T OPM NO 1PWe. PER NEC 2014 G90. ADHESIVE MATERIALS MUST MEET THIS r �% J µTIn7= � _ ,.�+_„} .IwcMc"r mese rwa u+o 9PEGIFlUTI[M6 AF2IN fAMtY1nNLC INVERTER#I REQUIREMENT) ��'� 684 '" • TO BE ATTACHED U51NG POP-RIVETSpipe -- DCzDISCONNECT RATINGS•• •a OPERATING VOLTAGEPPE SHORT PLACARDS PECONIC POWER SYSTEMS LLC. MAXIMUM • 600,V 315 COMMERCE DRIVE UNIT I CUTCHOGUE, NEW YORK, 1 1935 DATE: 2/29/20 DWG NO. ,��, 2020-01 Esc®Nic ,f�(j Y01�H X`s� SHT: PP5-5 B , Y N ate 0" 2„ X 8„ 3.5 211 X G�� uwnumowzED a_TERrm 9 DO ADD TION TO THIS RAFTERS 1 2 RAFTERS OF THE LAW DOCU I5A VIO ATION LA 12 24" ON I G" ON Q CENTER CENTER < z � m N ry; — LL- LU ry IN N LU C)lu 0 Q W W � � z U) 1�n O u / D 'O U 1 THESE FIAN5 AND DESIGNS SHOWN HEREON REMAIN THE PROPERTY OF FECONIC POWER SYSTEMS THE IR USE WITHOVr GARAGE WRITTEN LICENSE PERMISSION I STRICRY PROHIBITED OUSE : . . z RAFTERS J��avJ y6` `:f r b P /� (�/p��`�n�, To Me ersr ar ur ulovneoct MXWENT.MISER N1 AND q SPEGflGNW NEt IN O MF IMI y� WYM TNt NtW VORR STAR[N[RGY g �'i 5—T—I I'X I] .v-f. . 1 SCALE NON[ 9 1684 DATE: 2/29/20 DWG NO. 2020-01 SHT: PPS-G