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HomeMy WebLinkAbout41247-Z %U F� Qt'fCQ ,a Town of Southold 2/28/2017 a.. � P.O.Box 1179 53095 Main Rd Pz ,aO� r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38845 Date: 2/27/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 29400 CR 48, Peconic SCTM#: 473889 Sec/Block/Lot: 74.-4-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/21/2016 pursuant to which Building Permit No. 41247 dated 12/27/2016 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 an existing one family dwelling as applied for. The certificate is issued to Ryan,William&Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41247 2/1/2017 PLUMBERS CERTIFICATION DATED Authorized Signature sIIfFOtfl.G Town of Southold 2/28/2017 P.O.Box 1179 . ' 53095 Main Rd �Ajy�1 Southold,.New York 11971 CERTIFICATE OF OCCUPANCY No: 38846 Date: 2/27/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 29400 CR 48,Peconic SCTM#: 473889 Sec/Block/Lot: 74.4-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/21/2016 pursuant to which Building Permit No. 41247 dated 12/27/2016 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 an existing accessory garage as applied for. The certificate is issued to Ryan,William&Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41247 2/1/2017 PLUMBERS CERTIFICATION DATED Authorized Signature TOWN OF SOUTHOLD SOW BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 41247 Date: 12/27/2016 Permission is hereby granted to: Ryan, William 29400 CR 48 Peconic, NY 11958 To: install roof-mounted solar panels on existing single-family dwelling and on accessory garage as applied for. Two CO's are required simultaneously. At premises located at: 29400 CR 48, Peconic SCTM #473889 Sec/Block/Lot# 74.-4-2.1 Pursuant to application dated 12/21/2016 and approved by the Building Inspector. To expire on 6/28/2018. Fees: SOLAR PANELS $50.00 SOLAR PANELS $50.00 ELECTRIC $100.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 CO -ALTERATION TO DWELLIN $5�- Building Inspec or Form No.G ?f11. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY '' y(. 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-Rdsidential $15.00, Commercial $15.00n Date. New Construction: A �l Old or Pre-existing Building: (check one) Location of Property: Zai 4-U 0 CeAAl�� Krt A-13 N ICO)n House No. Street Hamlet Owner or Owners of Property: Q" Suffolk County Tax Map No 1000, Section � ��- Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ Applicant Signature ®��OF SOU��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 011 uffvi BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ryan Address: 29400 CR 48 City: Peconic St: New York Zip: 11958 Budding Permit#: 41247 Section: 74 Block: 4 Lot. 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy Systems License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling 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 Twist Lock Exit Fixtures TVSS Other Equipment: 8.7 KW Roof Mounted Photovoltaic System to Include; 29 - LG - 300 Panels, 29- Enphase M250 Micro Inverters. Notes: Inspector Signature: Date: February 01, 2017 i 0-Cert Electrical Compliance Form.xls OE SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTORC2 4 ►a�� LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 (631)543-2953 -fax(631)543-1526 Cell.631-747-7495 E-mail Ics4d(?Daol.com Wednesday, January 18, 2017 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Twenty Nine (29) 300 W P. V. Roof Top Solar Panel Array, 8.70 kW Total Output, for Ryan Residence—29400 County Road 48 Peconic, New York 11958 1 have reviewed the solar energy system installation in the subject topic on 01/12/2017. 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 compliance with the requirements of the 2015 International Residential Code, the 2016 New York State Supplement to the Uniform Code, the 2015 Wood Frame Construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", the 2014 NFPA 70 Standard "The National Electrical Code", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. 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. Sincerely, OF NEVI/y yO SCIgry�O R D 9125V[R D FEB 2 7 2017 2s�o 060935=' AROPE S310NEU"ING DEFT Luigi Claudio Sciandra, Professional Engineer. TOWN OF SOUTHOI.D FIELD INSPEMgN 1 FORT AA'z'E Foul olw(I T) FOUND�,TS4I� (2N1�) � o ROUGH FR4NnNQ& PLUMMN'G INSULATION PES N.Y. STATE ENERGY CODE c Sl 1 .N • 1. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the folloNmg,before applying TOWN HALL Board of Ilealth SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 rvey South oldTown.North Fork.net PERMIT NO. Check Septic Form N Trustees ustees Flood Permit ,',j;• Examined �U�3 � Stonn-Water Assessment Form - 'Contact: 'Contact: Approved o Y q 20�1j Mail to 2 l -+4. �cyijinye J Disapproved a/c pEc 40 Phone- Expiration I -7 /} ,9 /�/� .�•�;; Expiration 204, ���ir Dom$ L,,�l - T-i�`I - `-oc ' y', or ® Building Ins �I� tv APPLICATION FOR BUILDING PERMIT Date .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,tite 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. e.No budding shall be occupied or used in whole or in pan for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy 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 such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit foi an addition six months Thereafter,a new permit shall,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 ignature of applicant or name.if a corporation)g (Mailing address of applicant) I Slate whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If a=P. ,, do , ture of duly authorized officer (Name and title of corporate officer) Builders License No. F 1 Plumbers License No. Electricians License No. S lD sL _ Y Othei Trade's License No 1. on whicl Locati n flan proposed work will bedone 06 X61 [A)1-k Rok: Ptco1�1 k C. House Number StreetHamlet County Tax Map No. 1000 Section q4- Block 14 Lot Z i 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy.specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Fr6nt Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premisps Jbi Address IM60 bVVI'W -Phone No. L951-82-0-o52-3 Name of ArchitectAddressfSWIM19ACIn 9+-9MIM80N Name of Contractor Ej.1610A C-nefoff�OVYISAddress-74-10 noby-VI A-IJ,*,Phone No. --T-461- -4()()d 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES.SOUTHOLD TOWN TRUSTEES;&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES—NO * IF YES.D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale.with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? YES—NO IF YES,PROVIDE A COPY. Z STATE OF NEW YORK) 0 SS. 0 COUNTY OF 0 C3 a Z Y) a being duly swom,deposes and says that(s)he is the applicant 0 (Name of individual signing contract)above named, C1 — 0 22 M 5 � X3 in 0 (S)He is the =r CA > >' >— (Contractor.Agent,Corporate Officer,etc.) a M > o �J o x of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, 01 o 0 ca .4 0- - > that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be wZ0 .5, performed in the manner set forth in the application filed therewith. C M Sworn to before me this R Ax� day of 20 am X Notary Public Signature of Applicant Scott Aa Mussell °S"rF� STOIKIWW.A\TIE]R, SUPERVISOR I�vItA\�A\\UEAMIJENT SOUTHOLD TOWN HALL-P.O.Boa 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �/ ,Town of Southold CHAPTER 236 o STORMWATER MANAGEMENT WORK SHEET ( TO BE CON[PLETED BY THE APPLICANT ) -DOES TF-11S PROJECT I�v�%OiL�E =1t�1 OI T EO'Lf C7',�'II��C�: Yes \o CHECK ALL THAI APPLl1 l ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material i; within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Site preparation within-the one-hundred-year floodplain as depicted on FIRM Map of any watercourse.® F. Installation of ne« or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above. please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. �—---- Date APPLICANT (Proretr,On net.Design Piofcrsional.-\gent.Contractor.Otherl S.C.'rAl. `. 1000 (] Dl:trtct NAME. 1 -isk v' V off, a; � A 1A /� Section Block Lot Contact Information �Y�U�- FOR 8l 1LD1\G EP_�PtiT111IN r USE ON Y•. Y,. Trl-Fee•v�u—. Re\Iewed Bv: Date: _ 11 Pro erty Address/Location of Con,,tructloll Work: — — — — — — — — —T — — — — — — 2A4-6 Apprrned For piocessin;Building Permit. n 'nY ` ) \Stornmaier Management Control Plan Not Required. Stormwater Management Control Plan is Requu•ed. i (Foi ward to Engineering Department for Re\,Iew.) FORM SMCP-TOS ivlAY 2014 S Town Hal!Annex 41 41 54375 Main Road Telephone(631)751802 P.O.Box 1179 CO-2 rogend hertat�_ q 1) 'uJ9o' 5 � 0 own.sou o a nv us i Southold,NY 11971-4959 a BUa DING DEPARTMENT TOwx OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 12-) a �A Company Name: �� �,t��l f S�(�M Name: I\J J0, oo rX License No.: 6_ LIM - ME Address: _1+_+0, S[AA n 6 4e . - Phone e .Phone No.: 'A _ 4 0 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: q q 61) Q 1A 1� -con 1 *Cross Street: *Phone No.: R; I -T75 0 5 3 Permit No.: L4 Gf�41_) - I Tax-Map District: 9000 . Section: Block: Lot: _ Z; I BRIEF DESCRIPTION OF WORK(Please Print Clearly) 2 L - SOON 1",-6a- 00, - 2q hCAsL Wrlr0 Tn\Jty, VS, ,M d - 2LL X22 (Please Circle All That Apply) Is fob ready for Inspection: YES NO Rough In Fina *Do.you need a Temp Certificate: YES O Temp Information(It needed) *Service Size: 9 Phase 313hase 700 950 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION B24Request for Inspection Form ®��OF SOU��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 'P®lyC®UN��� � February 17, 2017 BUII_DING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Ryan, 29400 CR 48, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. ft OTE: Engineer's certification letter required stating the panels were installed to the roof per NYS Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT —41247 — Solar Panels CONSENT TO INSPECTION 1'x'1 ��C�11�1 , the undersigned, do(es)hereby state: Owner(s)Names) That the undersigned (is) (are)the owner(s) of the premises W* the Town of Southold, located at ER f'(� 0 d . -ft CoY-1 which is shown and designated on the Suffolk County Tax Map as District 1000, Section -74- , Block 4- , Lot 2- 1 That the undersigned (has) (have) filed, or cause to be filed, an applica 'on in the Southold Town Building Inspector's Office for the following: 0A CL ( Y)e That the undersigned do(es),hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: ignature) (Print Name) (Signature) (Print Name) New York State Insurance Fund . Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE mr.6 -kic^^^^^^ 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE PO BOX 1179 MATTITUCK NY 11952 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 454836 06/08/2016 TO 06/08/2017 5/31/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1455 663-3 UNTIL 06/08/2017, 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 SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 06/08/2017 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) 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 STATES INSURANCE FUND d DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:600834499 U-26.3 EASTE10 OP ID:MN CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY)11!17/2016 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 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 CON NAMEACT A.JOseph StepnoSki Neefus-Stype Agency,Inc. PHONE 631-722-3500 A1C No:631-722-3591 711 Union Avenue aIC No Ext: P.O.Box 2340 E-MAIL ste noski nsainsure.com Aqueboggue,NY 11931-2340 ADDRESS:I p A.Joseph Stepnoski INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Excelsior Insurance Company 11045 INSURED Eastern Energy Systems, Inc INSURER B:Ohio Casualty Insurance Co 24074 Solar Town LLC DBA Solar Universe East End INSURER C: 7470 Sound Ave INSURER D: Mattituck, NY 11952 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 DD POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 AMAGE TO RENTED CLAIMS-MADE T OCCUR CBP7066979 07/14/2016 07/14/2017 PREMISES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL BADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 X POLICY❑PRO- JECT F—]LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE F—]N/A E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-E4 EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER CANCELLATION TOWNSOU SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE a- e ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Iz Oo , 2-0, i PR • �x;Y jr Chi 12. h �A- Po /a�oa.Aa,./�/ +.reaw•�{, `-ec.a(f���...wicws�dasnw®wt`ta�+•.•.-...irr-.lam-1 rmaa�-.,da..rsys:.w,.....�.-�...."..� •...••.�3..•..�_. � :.,s .;� � rn .. .to.4i�--,.,.,. a ae-:- i .. �Y -. •rc= eJC«:~�•- ---�, ..;� <' isi�e-�b �€i$-��•�317.�.�#G-it-:r_;�:�� i , � �� APPR,OV ® AS NOTED DATE: FEE: BY: ELECTRICAL NOTIFY BUILDING DEPARTME T INSPECTION REQUIRE® 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING It 3. INSULATION RETAIN STORM WATER RUNOFF 4. FINAL - CONSTRUCTION MUST PURSUANT TO CHAPTER 236 BE COMPLETE FOB C.O. OF THE TOWN CODE. ALL CONSTRUCTION SHALL MEET THE 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 S9k49�Ni>11MC�8QA ISD OCCUPANCY OR I,SE 1S UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 . (631)543-2953-fax(631)543-1526 E-mail:Ics4d@aol com Monday, December 12, 2016 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Twenty Nine(29) 300 W P. V. Roof Too Solar Panel Array. 8.70 kW Total Output, for Ryan Residence—29400 County Road 48 Peconic. New York 11958 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 E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. Design drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys 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 imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, '/"plywood decking,2"x6"Douglas Fir rafters at 24" on center, 2"W Douglas Fir ceiling joists at 24'on center,with 29°roof pitch for Array#1,2"x4"dimensional rafters at 24", 2"x4"dimensional ceiling joists at 24"on center, 330 roof pitch for Array #2. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the"following design criteria: Design wind speed (3 sec. gust): 130 mph Ground snow load: 20 lbs/sq. ft. 1 Solar Array#1 dead load: 2.6 lbs/sq. ft. Total Weight of Array 1: 836.84 lbs Solar Array#2 dead load: 2.8 lbs/sq. ft. Total Weight of Array 2: 555.30 lbs 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, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling 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 Residential Code,the 2016 New York State Supplement to the Uniform Code, the 2015 Wood Frame Construction Manual, 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. Should you have any questions regarding the above or if you require additional information,do not hesitate to contact me. Sincerely, uigl Claudio Sci ndra, P. E. OF NEW yOR 5�JAG`G.sC►A /V 060935'" pROFESSIO 2 SCOPE Or WORK DESIGN&DRAFTING BY- JAMIE MINNICK NABCEP CERTIFIED TO INSTALL A 8.7 KW SOLAR PHOTOVOLTAIC (PV)SYSTEM AT THE 051112-129 RYAN RESIDENCE, LOCATED AT 29400 COUNTY ROAD 48, PECONIC, NY 11958. THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED a REVISIONS WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. 2 A DESCRIPTION DATE REV ynta�y ORIGINAL 11-11-2016 SYSTEM RATING - 8.7 kW DC STC 7.25 kW AC STC OF NEW YO yrP C Sc �r EQUIPMENT SUMMARY 29 LG-300N1K-G4 60 CELL PV MODULES Baa 29 ENPHASE MICRO INVERTER M250-60-2LL-S22 �2 CONTRACTOR I IRONRIDGE XR100 MOUNTING SYSTEM st�� O@0935-� SHEET INDEX pROFESSIONP- w � Avaaco°n vm+r"" _ PV-1 COVERa PV-2 SITE PLAN PROJECT LOCATIONSOLAR UNIVERSE PV-3 ROOF PV LAYOUTi� �S PV-4 STRUCTURAL/ DETAILS &SECTIONS 7470 SOUND AVE—�" MATTITUCK, NY 11952 GOVERNING CODES9` h;im � �,-_i LICENSE # 43889 H 2014 NATIONAL ELECTRICAL CODE' f " PROJECT NAME 2015 INTERNATIONAL RESIDENTIAL CODE & 2016 NYS SUPPLEMENT /� � vaaaw Q® UNDERWRITERS LABORATORIES (UL) STANDARDS u/ 114- OSHA 29 CFR 1910.269 0 00 GENERAL NOTES U 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS �a „ � AT THE SITE PRIOR TO STARTING TO WORK AND SHALL * s' FAMILIARIZE HIMSELF-WITH THE INTENT OF THESE PLANS `*' AND MAKE WORK AGREE THE SAME. 4 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED Aw ,' " W Z �M.a., APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TEFFECT AND MAINTAIN INSURANCE, I.E. INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, ® Z REQUIRED. COMPLETED OPERATION, ETC. ADEQUATE FOR THE (.� PURPOSES OF THIS PROJECT AND FURNISH PROOF OF 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE SAME PRIOR TO COMMENCING WITH WORK. AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE 11, EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ® W JURISDICTION. MAINTAINING SAFETY ON THE JOB SITE DURING THE ,I- a- 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS a1 EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND `, ' f" CV THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND . NOTIFY THE ENGINEER. SHOULD HE FAIL TO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL *_. BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR =4-,R sHeer NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AS 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PERMANENT CONSTRUCTION. FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 12, FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE COVER SPECIFICATIONS. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY 6. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK. 7. ANY DEVIATION FROM THESE PLANS WITHOUT THE ry DRAWING SCALE W WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE 13. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS ,3- ENGINEER'S CERTIFICATION OF THESE PLANS. WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS gy�4t � a°Te . 8. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT. AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14. AT THE COMPLETION OF WORK, THE SITE TO BE WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ` = EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY CLEARED ALL DEBRIS AND EXCESS MATERIALS. THE : FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE SHEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW It 1-1 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. v EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS RESULT OF HIS WORK. I / ENABCEP GN&DRAFTING BY: JAMIE MINNICK LEGEND / CERTIFIED 051112-129 G MAINSEXISTING UTILITY METER OF NEI)' MAIN SERVICE PANEL �� O NEW PV SUB-PANELS A/C DISCONNECT ;J C9 GSC SCIA REVISIONS COMBINER DESCRIPTION DATE REV INVERTERS '9 B GND ELECTRODE ORIGINAL 11.11-2016 PV MODULE RACKING RAIL O ATTACHMENT POINT �`Q 06093rj-� ---RAFTERS AROFESSION� -0—ROOF PITCH ANGLE SUNRUN METER ®"ENT DRIVEWAY OPLUMBING VENT CONTRACTOR ®SKY LIGHT ®CHIMNEY OSITE GOOD CONDITION SHINGLES - []POTENTIAL SHAD AING ISSUES TRIM8ARY '-4" 7'-5" of 9„ SOLAR UNIVERSE 7470 SOUND AVE DETACHED GARAGE MATTITUCK, NY 11952 -O LICENSE # 43889 H /2 PROJECT NAME 00 It W o 00 \�12'-3' (j O a) �i z 0 W 1„ ., z 33'-32 31'-102 W z 17 -4 17-4" x D U Q � O U Y .q- C- T a) " N 40� 34'-9" 01 I/ SHEET NAME 0 ov y� =o °cryo SITE PLAN 8" 0 00 �° DRAWING SCALE 0 , 8 -4n 7'-5 �f 4� �y�° ry � N.T.S. CONSTRUCTION NOTES 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SHEET NUMBER 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-2 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ENAB &DRAFTING BY: MIE MINNICK I\ CEP CERTIFIED DRIVEWAY051112-129 \\ REVISIONS DESCRIPTION DATE REV ORIGINAL 11-11-2016 ,I —14-O21 LEGEND G EXISTING UTILITY METER MAIN SERVICE PANEL DETACHED GARAGE // NEW PV SUB-PANELS A/C DISCONNECT FIRE-SET-BACK Oz/ COMBINER /�// /%I-'�/i ,j%/ %✓/ ////i�/;/, INVERTERS e GND ELECTRODE CONTRACTOR PV MODULE RACKING RAIL O ATTACHMENT POINT ARRAY #2 ---RAFTERS 11 MODULES fj1 1 -4--ROOF PITCH ANGLE 33°PITCH s�SUNRUN METER 253°AZIMUTH SOLAR UNIVERSE _ - ®VENT 7470 SOUND AVE ;Qi MATTITUCK, NY 11952 PLUMBING VENT ! ! LICENSE # 43889 H /I— ! ®SKY LIGHT LLL I ,u)� ®CHIMNEY ARRAY #1 PROJECT NAME sW' COMPOSITE SHINGLES 18 MODULES ice/ - - - 3.. ®GOOD CONDITION 00 �� 23'-14 POTENTIAL SHADING ISSUES I d- 29°PITCH / TRIM/REMOVE AS NECESSARY 1 1 127°AZIMUTH '_ - - - - JC. � 1 1 C) 00 Zv0 �! ! 9o-" � el z Q.5O 021.. O ZV j'j _ _ - - -- - - - -- - N° o� ry�° ^ co !/ QUA NOTE: O C) -/F,IRE'SET;BACK="-// ��, SPACING BETWEEN PV MODULES TYP — DIMENSIONS ARE FROM EDGE OF PV MODULES N TO EDGE OF ROOF SHINGLES TYP. CONSTRUCTION NOTES 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NAME MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF DETAIL 2.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. CONSTRUCTION SUMMARY OF NEW yo DRAWING SCALE (29) LG-300N1K-G4 BLACK ON BLACK MONO X NEON 60 CELL PV MODULES, 9.000 kW DC STC co \G�° SCAMP N.T.S. (29) ENPHASE MICRO INVERTER M250-60-2LL-S22 (64) ATTACHMENT POINTS @ 64" OC MAX. (259) LF IRONRIDGE XR100 MOUNTING SYSTEM - ROOF TYPE = ASPHALT SHINGLE ��� SHEET NUMBER ROOF STRUCTURE = ASSY #1, 2X6 DOUGLAS FIR RAFTER @24" O.C. �6 060935 � PV-3 ROOF STRUCTURE = ASSY #2 2X4 DOUGLAS FIR RAFTER @24" O.C. �n ROFESSIO�� LOAD CALCULATIONS ARRAY #1 ARRAY #2 Module Wei ht 37.48 Lbs 37.48 Lbs ITEM DESCRIPTION ARRAY #1 ARRAY #2 DESIGN&DRAFTING BY• # of Modules 18 11 R Rafter 2"x6" D-FIR @24" O.C.2"x4" DIMENSIONAL @24" O.C. JAMIE MINNICK Total Module Weight 675 Lbs 413 Lbs (D) Decking 1/2" PLYWOOD 1/2" PLYWOOD NABCEP CERTIFIED Total Length of Rall 138 Ft 121 Ft OF New y (B) Batten/Purlin 1"x2" @ 6" O.C. 1"x2" @ 6" O.C. 051112-129 Rall Weight per Foot 0.68 Lbs 0.68 Lbs 5 x0 SCIA °RF (J) Joist 2"x6" D-FIR @24" O.C.2"x4" DIMENSIONAL @24" O.C. Total Rall Wei ht 93.84 Lbs 82.28 Lbs v`O O (P) Pltch 29° 33° REVISIONS # of Standoffs 34 30 (RB) Ride Board/Beam 2"x6" D-FIR 2"x4" DIMENSIONAL DESCRIPTION DATE REV Weight per standoff 2 Lbs 2 Lbs * (H) I San Width 144" 126" ORIGINAL 11-11-2016 Total Standoff Wei ht 68 Lbs 60 Lbs r Total Array Weight 836 84 Lbs 555.3 Lbs Point Load 24.6 Lbs 18.5 Lbs sFp 060936-'^ RB Total Array Area 320 4 Sq Ftl 195.8 S Ft pQOFESS101AP��G (D) Arra Dead Load 2.6Lbs/S Ft 2.8Lbs/S Ft (B) (R) As per ASCE 7 - Method 1: fig 6-2 (table - P net =0 Kzt 1 Pnet30 eq 6-2 Kzt sec 6.5.7 1 Pnet3U (table - # CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnet30 per pullout load Fastener Type spacing along CRITERIA Pg mph ASCE7, psf Ib. rails, in. coNrRAcroR A # 20 130 # 468 5/16" x 6" Stainless Steel Roof Section B # TYP. TYP. # TYP. Lag Bolts 64" # TABLE R301.2(1) - - - - - -- - -- - SOLAR UNIVERSE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 7470 SOUND AVE r -1— -- GROUND WIND DESIGN I _SEISMIC SUBJECT TO DAMAGE FROM WINTER _ ICE BARRIER FLOOD AIR _ MEAN MATTITUCK, NY 11952 SNOW- Speed°Topographic S-cialwin_d Wind-borne DESIGN Weathering° Frostline Termite° DESIGN UNDE_RLAYMENT HAZARDS°FREEZING ANNUAL LICENSE # 43889 H LOAD" effectsk re Ion debris zone'" CATEGORY' de thh TEMP! REOUIREDh INDEX' TEMP! Ibsife mph °F °F (J) 20 _130 YES NO __ YES _ _ _B_ _ _ SEVERE_ 3_'-0'_ MODERATE 11 __ _ YES_ __ _ NO __452 _527 PROJECT NAME 1 mile TO HEAVY For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. (H) 00 a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural It requirements of this code The weathering column shall be filled in with the weathenng index,"negligible,""moderate"or"severe"for concrete as 00 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 L[.l or C 652. Q 117 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 ROOF FRAMING DETAIL Z the minimum depth of footing below finish grade , 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 SCALE: 1/2" = 1'-0" Q subterranean termite damage. d. The junsdiction 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 } z category shall be determined on a site-specific basis in accordance with Section R301 2 14 w Z U 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 CLIP International Plumbing Code Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. SOLAR MODULE ® Z f. The jurisdiction shall fill In this part of the table with the seismic design category determined from Section R301 2 2.1. Q U O g. To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and STAINLESS STEEL 3/B" Regulations of the State of New York NYCRR shall adopt a flood hazard ma and supporting BOLT AND NUT ® W 9 ( ) p p pporting 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, as amended or revised with: d- I The accompanying Flood Insurance Rate Map(FIRM), RAIL ii Flood Boundary and Floodway Map(FBFM),and ALUMINUM"L"BRACKET N iii.Related supporting data along with any revisions thereto The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section ALUMINUM FLASHING h. In accordance with Sections R905 12,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 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"NO." STRUCTURAL 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 junsdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air ASPHALT SHINGLE ROOF 5/16"x 6"STAINLESS Freezing Index-USA Method(Base 32°F)" STEEL LAG BOLT WITH k. In accordance with Section R301.2 1.5,where there 1s local historical data documenting structural damage to buildings due to topographic 2 1/2"MIN THREAD PENETRATION SEALED DRAWING SCALE wend speed-up effects,the junsdiction shall fill In this part of the table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the WITH GEOCEL 4500 table 1. In accordance with Figure R301.2(4)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill In this AS NOTED part of the table with"YES"and m. In accordance with Section R301.2 1 2.1,the junsdiction shall indicate the wind-borne debris wind zone(s) Otherwise,the junsdiction 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 Ibs/ft2 for every 100 feet PV-4 `�/�4 iA above 1000 feet MOUNTING DETAIL (') See Figure R301 2(4)B SCALE: 1 1/2" = 1'-0" ��