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HomeMy WebLinkAbout43156-Z OPfOI4�CpG Town of Southold 3/27/2019 P.O.Box 1179 53095 Main Rd Gyo� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40282 Date: 3/27/2019 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 4735 Cox Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-2-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/10/2018 pursuant to which Building Permit No. 43156 dated 10/22/2018 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 existingbuilding uilding as applied for. The certificate is issued to LIV2MAX LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40282 1/22/2019 PLUMBERS CERTIFICATION DATED Authorized Signature I Q�SU ��co TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 43156 Date: 10/22/2018 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: install roof-mounted solar panels on existing building as applied for. At premises located at: 4735 Cox Ln., Cutchogue SCTM # 473889 Sec/Block/Lot#96.-2-10.1 Pursuant to application dated 9/10/2018 and approved by the Building Inspector. To expire on 4/22/2020. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -COMMERCIAL $50.00 Total: $200.00 Bui i pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. —I/I'aA®1s New Construction: Old or Pre-existing Building: (check one.) g Location of Property: q-p]�� 84* , House No. A Street Hamlet Owner or Owners of Property: LIV 2-MAI LL—e- Suffolk County Tax Map No 1000, Section tp Block o� Lot 10 Subdivision I�, Filed Map. Lot: Permit No. 6 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ,f (check one) Fee Submitted: $ ED LOF Applicant Signature pF SO���®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ,c® ® �® roger.richert(cD-town.southold.ny.us lycou ,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: LIV2MAX LLC Address: 4735 Cox Ln City: Cutchogue St: New York Zip: 11935 Building Permit* 43155 -- 43156 Section 96 Block 2 Lot: 101 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Element Energy LLC License No: 52689-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches ri Twist Lock Exit Fixtures TVSS Other Equipment: 83.07 KW roof mounted photovoltaic system to include, 213-LG 390 panels, 2-SE-7600 inverters,5-SE-11400 inverters,400a AC disconnect Notes- Inspector Signature: j���- Date: January 22 2019 81-Cert Electrical Compliance Form.xls LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 (631)543-2953 fax(631)5 - 26 ; Cell.631-747-7497 E-mail:Ics4d0_aol.com , Sunday, March 10, 2019 LIAR 2 7 2019 Town of Southold Building Department T. Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Two Hundred Seven (207)400 W PV Roof Top Solar Panel Array, 82.80 kW Total Output for Harbor View Farms LLC—4735 Cox Lane Cutchogue, New York 11935 I have reviewed the solar energy system installation in the subject topic on 05/07/2019. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in conformance with the 2015 International Building Code(IBC), the 2017 NYS Supplement to the Uniform Code, SEI/ASCE 7 "Minimum Design Loads for Buildings'and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Markings in accordance with Section 690.53 of the National Electrical Code are provided, To my best belief and knowledge, the work in this document is accurate, conforms to the governing codes and standards applicable at the time of submission and conforms with reasonable standards of practice with the view to the safeguarding of life, health, property- and public welfare. OF NEW }'O CO SC ' J ' sFp 060935=" OFEsstoc Sincerely,Luigi Claudio Sciandra Professional Engineer. A� ' FIELD INSPECTION REPORT7 DATE COMMENTS �d FOUNDATION(IST) -------------------------------------- CIO 'FOUNDATION (2ND) C4i z 0 J ROUGH FRAMING& (may PLUMBING E ------------- ' o a INSULATION PER N.Y: STATE ENERGY CODE , FINAL ADDITION4L COMMENTS t Z o z d tt TOWN OF SOUTHOLD• BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D:E.C. Trustees , C.O.Application Flood Permit Examined (/ 20.-'1/) Single&Separate Truss Identification Form Storm-Water Assessment Form t� Contact: Approved ,20g x Mail to:M 1 WAIL L&NV OP� Disapproved a/c SEP �ITIuaT�DE} Phone: (c31-1al--11°l3 Expiration ,20 � Y rJ�r+ �•rl�°�; _ Building In ec or APPLICATION FOR BUILDING PERMIT Date J U k_�-1 1 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. _ b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways,., c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. ` d e.No,building-shall.be occupied or used in whole or in part�for,any.;paz�pose what so ever until the Building Inspector issues Certificate.of pccupanc`y. r ' , ;.''.•�. ; f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance,or has not been completed within,18 months from jsuch date.If no-zoning anp�endlnents oyr,other`regulations affecting the property have,been enacted in the ir�tefim;the Building,In1 . speetor may authorize, in writing,the extension of the permit for an addition six months. Thereafter;a new permit'shah_be required. 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 applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or nam`e`,1f a corporation) - ��v►�r E��y LSC. 74-to soot A\k--, MA-n-rrvc _, IN kl sZ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder . t}- "6L.1 LI Name of owner of premises L1 V 2MAx t-C (As on the tax roll or la_test deed" f `- - - r•' If applicant is a corporation, signature of duly authorized officer _ (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 1j?_b JBq-- MS Other Trade's License No. 1. Location of land on which proposed work will be done: J _ +_15S Ccs, L tQU5' . 0'14 1 Lq,?�S� House Number-. Street-;;,: „ YAM A A1010�nlet ?l�Olf Wali 30 3T1� �l18tt5 Y1 T019 - County Tax Map No. 1000 Section 912 Bloi Lot_ Yttturi0 A1011uZ ni bellllouG) 01 ,OE hair!'ae"qX3 1104Z}mm03 vRq S g1SFf DING DEPARTMENT-Electrical Inspector SP 10 Town Hall Annex—54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roger,richert_cr.town:southold.ny.,us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I�11ca- ._ LskVIc�l Date: -7 1 rb W;& Company Name: E 1-1-L _ _ Name: License No.: -is 2.W-el L- MLS email: i411.av��1® 2s�l�.crxvl Address: 7141c) Spvttp A Phone No.: Ce31 - 'lq.- ` cig5 -- - JOB SITE INFORMATION: (All Information Required) Name: 14epe \li W Address: AI3S;_ Lo LA4E UU__Iocnum bN1�°I3S Cross Street: fz-T- .4�6_,__ Phone No.: _ - BIdg.Permit#: email: FaxMap District: 1000 Section: No Block: _Lot BRIEF DESCRIPTION OF WORK(Please Print Clearly) U Mr Wrt'-D 50l.b.9N r,IS-cdyl vft-t'" 2-M) l�4A0pN2,,nI-AS' .ae lmopyLEs A*4N (3)SoL.AO-RPM sElwCyopt-usS Sd.A -SE___W A-US L OAL1 fl Circle All That Apply: 3�i p A, V� AC qDo� Is job ready for inspection?: YES Yq& Rough In Final Do you need a Temp Certificate?: YES /® Issued On - Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground -Overhead #'Underground Laterals 1 2 H Frame Pole Work done on Service? Y N_ Additional Information: PAYMENT-DUE WITH APPLICATION o� �� f� Aon o No 82-Request for Inspection Form.xls Nunemaker, Amanda From: Terry, Mark Sent: Friday, October 19, 2018 3:57 PM To: Nunemaker,Amanda Cc: Duffy, Bill;Verity, Mike; Lanza, Heather; Cummings, Brian A. Subject: 8 Hands Farm Solar Panels Amanda, Sorry,for the delayed response from our department. I spoke to Bill Duffy and he indicated that as long as the solar panels are not going to be installed on the food trailer they can proceed. Mark Terry,AICP,APA Assistant Town Planning Director LWRP Coordinator Town of Southold 54375 State Route 25 P.O. Box 1179 Southold, New York, 11971 (631)765-1938 Mark.Terry@town.southold.ny.us pF SOUTyoI Town Hall Annex 411 411 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q a BUILDING DEPARTMENT TOWN OF SOUTHOLD January 24, 2019 Element Energy LLC 7470 Sound Avenue Mattituck, New York 11952 RE: 4735 Cox Lane, Cutchogue, LIV21VIAX LLC NOTE: Certification of installation required by New York State licensed architect or� - eer. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 43155-Z &43156-Z (2 buildings with solar panels) New York State Insurance Fund © Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE a v ^"^"^^ 823336604 ROBERT S FEDE INSURANCE AGENCY 23 GREEN ST STE 102 M1, HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ELEMENT ENERGY LLC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN ROAD MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12449444-5 869870 07/13/2018 TO 07/13/2019 7/20/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO 2449444-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:565913021 J � DATE(MMIDD/YYYY) �® CERTIFICATE OF LIABILITY INSURANCE 7/20/2018 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 policy(ies)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 NAME ROBERTS FEDE INSURANCE AGENCY PHONE b3l-365-1715IJ FAXF531-385-1 766-- (A/C.No Ext A/C No 23 GREEN STREET,SUITE 102 E-MAIL HUNTINGTON,NY 11743 ADDRESS: ROBERTS FEDE INSURANCE INSURER(S)AFFORDINGCOVERAGE NAIC# INSURER A. INSURED INSURERS.STATE INSURANCE FUND Element Energy LLC INSURER C. ELEMENT ENERGY SYSTEMS INSURER 7470 SOUND AVENUE INSURER MATTITUCK, NY 11952 INSURER F COVERAGES CERTIFICATE NUMBER: 6,158 REVISION NUMBER: 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 INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DDIYYYY MMlDD/YYYY COMMERCIAL GENERAL LIABILITY X CL00274149 7/14/2018 7/14/2019 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE F1 OCCUR PREMISES Ea occurrence $ 100,000 A MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 GEN'LAGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY❑JECT F� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea.cadent 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.cadent UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONOTH- AND EMPLOYERS'LIABILITY Y/N #24494445 7/14/2018 1 14/2019 X STATUTE I ER ANY B OFFICER/MEMBER EXCLUDED ECUTIVE F—] N!A E L EACH ACCIDENT $ (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ NY State Disability statutory WDL10279340 7/14/2018 7/14/2019 DESCRIPTION OF OPERATIONS!LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER IS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 54375 Main Road THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Robbert'S. Fede, Sr. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD i S AP ROVED AS NOTED DATE: B.P. FEE: gy. RETAIN STORM WATER RUNOFF NOTIFY BUILDING DEPARTM AT PURSUANT TO CHAPTER 236 765-1802 8 AM TO 4 PM FOR THE OF THE TOWN CODE. FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C;O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF 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 _49UTTH96 TOWNZBA .-Itff 6LB RD S 16 .v.vw OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIImICA`®E OF OCCUPANCY LU,IGI' CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court-Smithtown,NY 11787-3011 -(631)543-2953-fax(631)543-1526 E-mail:Ics4d@aol.com Friday, September 07, 2018 Element Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Two Hundred Seven(2071400 W PV Roof Top Solar Panel Array. 82.80 kW Total Output.for Harbor View Farms LLC—4735 Cox Lane Cutchoque, New York 11935 Dear Mr.'Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by Mys representative identifying, specific site information including size and spacing of rafters for the existing roof. • Design drawings dated as follows: Cover Sheet, PV-1: 03/27/2018, Rev. 05/08/2018 Site Plan, PV Z 03/27/20,18, Rev. 05/08/2018 Roof 1, 2 Details, PV-3:- 03/27/2018, Rev. 05/08/2018 Roof 3.Detail, PV-4: 03/2712018, Rev. 0,5/08/2018 Structural, PV-5: 03/27/2018, Rev. 05/08/2018 3-Line Diagram, PV-6: 03127/2018, Rev..05/08/2018 of the proposed system to include cover sheet, site plan, mounting details, structural details and 3-line diagram for the solar panels.This information was prepared by Mys and will be utilized for approval by the Town of Southold and for construction of the proposed system, Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads to include the dead live loads,snowaetdwind loads,, as described below, imposed by the solar panel-arrays and offer the following comments: The existing roof type is provided with asphalt shingles,5/8"plywood decking,,2"x12"Douglas- 1 Fir roof'rafters at 90"on center,for roof#1,2 and 3,7x4"Douglas Firwebbing,2"x8"Douglas Fir purlihs at 16"on center for the three roves,the pitch is 30°for roves 1 and 2, 18°for rof 3 (see Plan PV-5). The maximumspan for roves 1 and 2 is 168"and for roof 3 is 336". Structural'Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed: 130 mph Ground snow load: 20 Ibs/sq.ft, Solar Array#1, Dead Load: 2.5 Ibs/sq.ft. Solar Array#2, Dead Load: 2.6 Ibs/sq.ft. Solar Array#3, Dead Load: 2.4 Ibs/sq. ft. Total Weight of Array#1: 2134.8lbs Total Weight.of Array#2: 1930.5 lbs Total Weight'of Array#3: 3029.7lbs The above values are within acceptable limits of recognized industry standards for similar -structures.The.structural analysis, performed for the existing structure and for the solar panel arrays,utilizing.the above design loads and'parameters,indicates that the existing roof rafters will be able to supports the additional panel weight withoutdamage, if installed correctly.The onsite inspection show that the roof framing is in good conditions. However, the building owners are to be made aware that long term build up of heavy snow conditions may produce deflections.in the roof structure. If any deflection is noticed,than,it is recommended that the solar panels be cleared of accumulated snow more than one(1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels, Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays.This evaluation is in conformance with the 2015 International Building Code(IBC),-the 2017 NYS Supplement to the Uniform Cb,'- SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the brine of this report. Should you have any questions regarding the above or if you require additional info do do not hesitate to contact me: Sincerely, 4 L igi Claudio Sciandra, PE �. SCt,� � 2, p'��F DESIGN 4 DRAFTING BY: SCOPE OF WORK JAMIEMIICK NABCEP CERTIFIED TO iN5TALL A 32.3 ph,50LAR PHOTOVOLTAIC(PV)5YSTEM AT HARBOR VIEW FARM5 LLC.,LOCATED 051112-129 AT 4735 COX LANE,CUTCHOGUE, NY 1 1935. THE POWER GENERATED BY THE PV 5Y5TEM WILL BE I ITERCONHECTED WITH THE UTILITY GRID THROUGH THE EXI5TING ELECTRICAL 5ERVICE REVI51ON5 EQUIPMENT. THE PV 5YSTEM DOE5 NOT INCLUDE STORAGE 13ATTF_RIE5. D6CRIPiION DATE I REV }C(3L�str fli,�;°i3�' cKaas•:rt 06.27RVIO 05-06-20ta SYSTEM RATING 82.8 kW DC STC r 8 Hands Farm , ��F , , LZa ►o N EQUIPMENT SUMMARY 5�Y�`+• CIqP \ _ 207 LG 320N 1 h-A5 PV tJ0DJLE5 4$ CONTRACTOR 901AREDGE 5E7G00A-U5 INVERTEP5 5 50LAREDGE 5E 1140OA-U5 i1,NERTER5 1 IROIh1P.IDGE xF.100 IAOUNTING SYSTEM �sF Ds0935'�` � ,- ELEMENT ENERGY, LLC. SHEET INDEX �pROFEss1D�4� _ ��.� 7470 SOUND AVE MATTITUCI', NY I I95 PV-1 COVERLICENSE # 43869-H PV-2 51TE PLAN 25 FV-3 ROOF PV LAYOUT LICEIJSE # 52689-IviE PV-4 STRUCTURAL!DETAIL5#r SECTIONS PV-5 3-LINE ELECTRICAL DIAGRAM GOVERNING CODES PROJECT NAME 2014 NATIONAL ELECTRICAL CODE. U Ln 2015 INTERNATIONAL BUILDING CODE AND NY5 2017 SUPPLEMENT, UNDERWRITERS LABORATORIES(UL)STANDARDS —L m OSHA 29 CFR 1910.269 PROJECT LOCATION U-i GENERAL NOTES z - u- 1, CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 51TE PRIOR TO STARTING TO WORK AND SHALL PAMIUARI2E HIM5ELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE THE SAME, ~ Lu _ 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED L ' Ln APPROVALS, PERMITS,CERTIFICATES OF OCCUPANCY, 10, CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. ~` •` U INSPECTION APPROVALS, ETC„ FOR WORK PERFORMED FROM CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE PURPOSES O CONFORM TO CONSTRUCTION CODE AND LL G PROJECT AND FURNI5H PROOF OF SAME PRIOR TO a' = '• ��`", 3. ALL WORK SHA OF THIS P •�� < _.. U ALL RULES AND REGULATIONS OF THE RESPONSIBLE COMMENCING WITH WORK. (-- JURISDICTION. I I. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR "" ' / 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS MAINTAINING SAFETY ON THE JOB 51TE DURING THE = ;' " "" Y . ,ti < U E PLANS 5 >'z•` �."_ ��" sy • ,} WHICH DISAGREES WITH THAT AS INDICATED ON THESE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATION y = THE CONTRACTOR SHALL STOP WORK AND NOT THE AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND HEALTH ADMINISTRATION, THI5 SHALL INCLUDE, BUT ARE NOT CONTINUE WITH THE WORK, HE SHALL ASSUME ALLLIMITED TO. PROVIDING FOR ADEQUATE AND PROPER BRACING, s ' ` -� ,•' SHEET NAME kti+, .;n ; _ �'••;E• �, �' RESPONSIBILITY AND LIABILITY THEREFROM SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL TEMPORARY `~ 1' 5. ALL STRUCTURAL STEEL SHALL BE A-BG AND SHALL BE SCAFFOLDING, STAIRS, ETC.. A5 WELL AS PERMANENT ; + _� y• y?`�'=,X" "'`Y + W FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 CONSTRUCTION. _ ° "- }"„I F COVER SPECIFICATIONS. 12, FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE '� G' ``= .` a .r '1j BE BOARD OF FIRE �.` '' .,,'� A ���-�• �4-, �•� G. ALL ELECTRICAL WORK SHALL DRAWINGS,WHERE DIMENSIONS ARE ESTABLISHED BY EXISTING UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.C. 4 CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING NY5 CODES 4 REGULATIONS CONDITIONS PRIOR TO ORDERING MATERIALS AND ~` 7.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN COMMENCING WITH WORK. 4 ' -4 �'` � _ DRAWING SCALE CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON `:+` 8.THESE DRAWINGS A5 INSTRUCMENT5 OF SERVICE ARE AND A WEEKLY BASIS OR 50ONER IF CONDITIONS WARRANT. SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE 14.AT THE COMPLETION OF WORK,THE SITE TO BE CLEARED c "�:'.-•o, , =Yd PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. OF ALL DEBR15 AND EXCESS MATERIALS.THE FACILITY 15 TO BE THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE ¢, ` ” QF?µ""!>.,- ._ :., +' SHEET NUMBER EXTENSIONS TO THIS PROJECT TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL FINAL PAYMENT, AERIAL VIEW PV- 1 EXISTING WORK ADJACENT TO HI5 WORK, OR DAMAGED AS RESULT OF HI5 WORK. LEGEND DE91GN$DRAFTING BY: EXISTING UTILITY METER JAMIE MINNICK Oo MAIN SERVICE PANEL NABCEP CERTIFIED a- 00 f ®NEW PV A/C DISCONNECT 051112-129 Do O " COMBINER `31, D INVERTERS �1 OND ELECTRODE REV15�ON5 DESCRIPTION DAJ-VI 0 PV MODULE�0u j( 1 QQp RACKING RfULopjc4f A!. 09-2:OoX00 O ATTACHMENT POINT ��L,EDOS-09- ---RAFTERS -*--ROOF PITCH ANGLE EjSUNRUN METER NVENT OPLUMBING VENT ®SKY LIGVT ®CHIMNEY CONTRACTOR ®COMPOSITE SHINGLES GOOD CONDITION POTENTIAL SHADING ISSUES TRIM/REMOVE AS NECESSARY ELEMENT ENERGY. LLC. 7470 50UND AVE MATTITUCK, NY ) 195' LICENSE# -13889-H LICENSE # 52%89-ME PROJECT NAME Ln 77 G. , 1 W �yy f Lu V 42'-1 i t \ Ln V i \3G°x 3G°GROUND ACCE55 TYP. CD �30x 3G°GROUND ACCE55 TYP. I Is 16 ShEET NAME ' 51TE PLAN DRAWING SCALE G/ N °T°5° z Z � I leQ �093`�'1 �10� SHEET NUMBER A?OFESSIODIFL FV-2 -2 CONSTRUCTION NOTES ARRAY#I 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 38 MODULES DESIGN«DRAFTING BY; MANUFACTURER'5 INSTALLATION IN5TR CTION5. 30°PITCH JAMIE MINNICK 2.)ALL OUTDOOR EQUIPMENT SHALL BE Pj JNTIGHT WITH MINIMUM NEMA 3R RATING. 123°AZIMUTH C' NABCEF CERTIFIED 3.)ALL LOCATIONS ARE APPROXIMATE ANE REQUIRE FIELD VERIFICATION. u 3,-93„ 051 1 12-129 j 1-01 REVISIONS -1 >< I8'FIRE SETBACK RIDGE ` D'.SCIWFr1ON DATE Rev I - ! it f - '1>- - I 1 _ &PIO NAL a _4 _ -�p ui` - r rf; - -J ; �i' _ -l'! i {_ I -r r - - ;_ d \ a,.z;.2ol� _ I, , -r)-- --I- -��, l I� ,`- - - E fL _ 1vrsr0 al�.cx:nnrc� Lo rr }; j It`I -I} ' =r} !+ tr1 __�`_�_{ _ r`I�_�' - Y1 - jl w T-4-4- �1. _ J_ t ii _ rY - w ,,- , ---I-- s ,r• _,'Iy r 's . G scf , Ln -I- _t ;-�` i��- , r, - 1 -i - - [� t 1 _ _�_ { I _ 1¢ rl_ `�" L 1_I_ 1, _CI [�If 1= "��t L f_ _'f' I-' F-4- -T , �n • y1 `� } f__ C1 i:. "C ' r `Ca _ (�f r _ � 1 r� [(� r--� --1' r- 4 - {{ 4,7-1 1; _ �t-i} '-moi { {= Imo= r' 4, '-� _ - _I�- tr W III -,' f - } - � 1 __{ CON -1' ( -)1� - �� -'-F -�}- �_ . f _�1L__ 't i ` !t r _ ' ' CONTRACTOR U(P Oc3n)3Cr� G �` 11` - t ' 'r i -I l -_1 _ i�IC - -- l ! t p"`0F OS1Pa 1 ^�i,F� aI +-�1-.t� 1 }-�IL r_ + _ _ i ,I } 4 I i -q n - 7' ~r'- i I,t f-,^-It, _ Ji� 1 f`' - ti' _ f EM -t j EL ENERGY, LLC. E ! _t� " 7470 SOUND AVE MATTITUCI; IJY 1195' I LICENSE # 43889-H LICEN5E # 52689-ME t \3G I' x 30 I I GROUND ACC E55 TYP, ARRAY# 1 2 CONSTRUCTION SUMMARY PROJECT NAME (72)LG 40ON2W--A5 PV MODULES U LCA (2)50LAREDGE 5E7600A-U5 INVERTERS (1)50LAREDGE 5E 1140OA-U5 INVERTERS (142)ATTACHMENT POINTS @ 64"OC MAX, e� (494.5) LF IRONRIDGE XRI 00 MOUNTING SYSTEM. _ ?� D O ROOF TYPE=ASPHALT SHINGLE. SO ARRAY#2 j- 34 MODULES FTrC" 11— xZ' 123�AZIMUTH C O - W > Ln o a0e 18'FIRE},SETBACK RIDGE �^ � ^� O ifl I —( _' 1 I�r- 11 y1 1 I I LL lJ -�- II �-I p -r - -i-t{; ! Ii LEGEND I 1 I' TF�`�f 1 t, _, r r9 { _t�-t_I�f— 1 �1 1f1 I, ,CD/ MAINITNSERVLMUTYCE f ELER m _ ' • � �i } "r,_�� `'I.. �'�I�—' i _ —' _ !'_ '�~`i}-- — —I`_ �—tr 1 i I �" "--gip - NEW : ,� LL - In i_ t1 {, -{ - t 13i1r PV CONNESJUB-PANELS -� � I � A/C OlscoNNEcr COMBINERul ff [m�j�SII•- ___t. - ._{_ .-,,"_,ly�_ ss _-�i �. ..,� t} # ' t. ! _._fry !It- ® _ __ GNU ELECTRODE .�.�_ _ , .A�_ t �..y CP AME 1' _ } 4•_ I�I „� _ 'li i i j� {z �_ I_ _t11J_I_l ��� CL t + SHEET N rR PV MODULE 7r• I `�,�e `-- Ii� - LL.. r s W '( .1' +� I( (- ' f�('_ I� `�f` d { t a } E ' t-f 1 }AFI �I RACKING RML � ~_ �_' � I' 1 � �L� '1- I'-�- ;I ir� �lL(-1if��'L--rr_ .--;I--�'-IIIIiCI,�;`�1tT-�'~�-_ 1-I1;���L�t1{l{1I•t Ijli}1�--�' j f°r �I R\ 00 F D ETAL O ATTACHMENT POINT _--RAFTEAS J- k —IL-1 IL I r � 1 '-4--ROOF PITCH ANGLE SUNRUN METER r` 1 a I DRAWING SCALE - - VENT p OPLUMBING VIM , 31-2111 11-/]� '\'II ®SKY LIGHT J G I V ®CHIMNEY - - - ®COMPOSITE SHINGLES I GOOD CONDITION i SHEET NUMBER POTENTIAL SHADING ISSUES ---- - ; PV-3 TRIM/RE-OvE As NECESS4RY , CONSTRUCTION NOTES LEGEI JD DESIGN E DRAFTING B1'. I.)ALL EQUIPMENT SHALL DE INSTALLED IN ACCORDANCE WITH THE �MAJN SG ICE METER JAMIE CERTIFIED MANUFACTURER'S INSTALLATION INSTRUCTIONS. �0. ?j NEW SERVICE A"� N 051 1 CERTIFIED O, �NEW w sue- ELs O5!112-129 2.)ALL OUTDOOR EQUIPMENT SHALL 13E RAINTIGHT WITH MINIMUM NEMA 3R RATING. FOo O A/C DISCON Ci 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. a ' COMBINER INVERTERS IO, ® OND ELECTRO REV1510N5 0 D6CRIPTION i DATE REV ARRAY# 3 CONSTRUCTION SUMMARY CjPV MODULE OF.' JL f 03-27.20;B (135) LG 400N2W-A5 PV MODULES � �'is0o �Oo 00, —RACKING RAIL PcVIvFw TCS-O52C15 (4)50ALREDGE 5E 1140OA-U5 INVERTERS �G of NEW fo o ATTACHMENT INT , RS (222)ATTACHMENT POINTS @ G4"OC MAX. co %� ScdA�'/OQ FEPRCHA GLE (470,2) LF IRONRIDGE XRI 00 MOUNTING SYSTE M. f—ROO ' ROOF TYPE = CORRUGATED STEEL .r � j * ElSUNRUN METE Ii :m ®VENT I 1 go SKY LIGHT 1 �O p�OFESStON0 ®CHIMNEY CONTRACTOR ®COMPOSITE S,INGLES GOOD CONDRI N TaOsESA❑ RIM/ VE ANCESSARY ELEtvIEPdT ENERGY, LLC. ARRAY#3 7470 50UND AVE 135 MODULES IwrIrcm MATTITUCK, NY 11552 Izs•AZMum LICENSE # 43889-11 LICENSE # 52G83-ME 10•FIRE ACK Q RIDGE PROJECT NAME (J Lo + I fit I _ II I I I I IIf _S r Lu _t� -I� �' a _ -s-t. i � d - -- H{ F- Ii-� -I-I- �F t_Y_.• � ; _ ---I it �. _ �y L d- `I - - T 't"j r -r'T" I I "t 1� , 1_ r I —1 T' T7- r r -1 I +-T "- I '1"""'t t I' L rice_ t� �— F } 1 I w t - ' I- '4- - .1.-t.i-S_ - ' �� u' t�I"e'1r - u e ffa `7 1-L 1_ ', < x 3 _ - O 14T 'I' '- - - t--- - - f- - r f "i , '1- _1'f- -L.s. _ "� •�- . __ I-- _ D }� - t + H t f 4 -�I t i � L n + r `r Y 4- r _ i-r co 1 l - -I rr4 d _ QD f! _ t -i -k41-41j ^^>// O _wL _ i t Q J i-H- } t - { h { �- - , 11 s - "IRM H - il I 5HEET NAME ROOF DETAIL i G ✓2 t I � I I DRAWING SCALE \3 6" x 30 GROUND ACC ESS TYP. 3'-6 2!11 --% N .T.5 SHEET NUMBER PV-4 LOAD CALCULATIONS ARRAY#I i ARRAY#2 1 ARRAY#3 Module Wel ht 4 7.84 Lbs 1 -47 84 Lbs 1 47 84 Lbs ITEM DE5GKIPTION ARRAY#i t2 I ARRAY#3 DESIGN 4 DRAFTING BY of Moduleg5 381 3=11 t35 To f-Bottom Chords 12x 12 D-FiR(,490"O.C.1 2.c 1 2 D-F!R m 90"0 C JAMIE MINNICK Total Module Weight 1818 Lbs 1 G27 Lbs G458 Lbs (D) Decking15/8"PLYW00D 518"P12AIVOOD NABCEP CERTIFIED Total Len th of Rad 2GO Ft 234.5 Frd G9 i.5 Ft (W) Webbing2x4 D-FIR 2x4 D-FIR 051 1 12-129 Rad Wel ht Per Foot 0 G8 Lbs O.GB L1 5 0.G8 1.bs (P) Purlins 2.6 D-FIR @ I G"O.0 2x8 D-FIR L 10 O.C. Total Rad Wei ht 17G.8 Lbs 15e.5 Lbs -470.2 Lbs Pitch 130' 18' REVISIONS # chme s doff 70 721 222 San Width I G8" !330" Descw�rlON DAre Rcv Wei ht per standoff 2 Lbs 2 LLs a Lbs OF flewr ,,l i .L ns-z.-2ota Total Standoff Wei ht 140 Lbs 144 Lbs 1 44 , _b5 ��� SCi 0�'r Total Arra Wei ht 2 13A.8 Lbs 1530,11 Lbs; 7372.2 Lbs a^%G (P) 2x4 PURLINS—, Point Load 30.5 Lbs 2G 8 Lbs 1 33.2 Lb-_- Total Array Area 852 7 S Ft 7,55.1 5ftj 3029.75zl Ft Array Dead Load 2.5Lb5/S Ft 2.GI_bs/Scj ful 2 4Lbs/5Ft ° I (R) 2x 12 TOP CHORD @ 90" O.C.– • p�OF`SSIO110' (D)8" PLYWOOD---- CONTRACTOR ELEMEINT ENEP.,GY, LLC. As per ASCE 7-Method 1: g -2) I I e - 7470 SOUND AVE MATTITUCK, NY I 1 952 P net = Kzt i Pnet3�-2)�Kzt(sec G.5.7) I I rPnet3O jta6i6'd # LIGENSE f 43889-11 CLIMACTIC AND 1 Ground Mnd Speed; Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 sec gId Fastener Type spaclng along LICENSE n 52G89-ME{ net30p pullout loa CRITERIA 6 J Pg mph JASCE7. psi Ib. rails, in. { (R) 2x 1 2 BOTTOM CHORD A `f # 20 130 # 4G8 5/1 G"x G"Stainless Steel 64 I @ 90" O.C. Roof Section I B I # TYP. TYP. � # TYP, Lag Bolts # /� -2' (W) 2XG WEBBING TYP. PROJECT NAME For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 nits. U Ln a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural m requirements of this code.The weathering column shall be filled In with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(3),The grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 145,C 216 LOAD BEARING WALL (S) LU � or C 852, � z — b. The frost line depth may require deeper footings than indicated in Figure R403.1(1).The jurisdiction shall fill In the frost line depth column with the minimum depth of footing below finish grade. ROOF FRAMING DETAIL n _<_! C. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local Q subterranean termite damage. 11 2, d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(4)A].Wind exposure o category shall be determined on a site-specific basis In accordance with Section R301.2.1.4, ( LL � e. The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the MODULE MOUNTING CLAMP W International Plumbing Code,Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience SOLAR MODULE as determined by the building official. m O f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section R301.2.2.1. STAINLE55 5TEEL 3/5" (\ g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and BOLT AND NUT 0Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency In the Flood Insurance Study for the community, CD as amended or revised with: R/ 1.The accompanying Flood Insurance Rate Map(FIRM), R:ONRIDGE ALUMINUM RAIL U II.Flood Boundary and Flodata dwayalong Map(ny revisions and _ iii.Related supporting data along with any revisions thereto. ALUMINUM"L"BRACKET The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of AL FLASHING SHEET NAME local damage from the effects of Ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with sha n STRU CTU(ZAL I .The Jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)" J. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32"F)." 5/1 G"x G"5T LE55 k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic STEEL OLT WITH wind speed-up effects,the jurisdiction shall fill in this part of the table with'YES."Otherwise,the jurisdiction shall indicate'NO'in this part of the 2 1/ IN THREAD DRAWING YALEETRATION SEALED table. g j WITH GEOCEL 4500 AS NOTED I. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and (EQUIVALENT OR BETTED m. In accordance with Section R301.2.1.2.1,the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall Indicate'NO"in this part of the table. n. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(5)for sites at elevations up to SHEET NUMBER 1000 feet.Sites and elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 lbs/111:2 for every 100 feet D` �_ above 1000 feet. I 0 See Figure R301.2(4)B. MOUNTING DETAIL 172