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HomeMy WebLinkAbout41178-Z ��4p��FFQt'�toGy Town of Southold 1/31/2017 P.O.Box 1179 of • 53095 Main Rd y,,yola4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38804 Date: 1/31/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 825 Latham Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-9-1.24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/17/2016 pursuant to which Building Permit No. 41178 dated 11/21/2016 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 TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Landestoy,Emise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41178 01-26-2017 PLUMBERS CERTIFICATION DATED Authorized Signature �So�Fn��cvTOWN OF SOUTHOLD Baa �y BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 41178 Date: 11/21/2016 Permission is hereby granted to: Landestoy, Emise PO BOX 384 Orient, NY 11957 To: install roof mounted solar panels as applied for. At premises located at: 825 Latham Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-9-1.24 Pursuant to application dated 11/17/2016 and approved by the Building Inspector. To expire on 5/23/2018. Fees: SS $50.00 COTT:ODWELTLOL(ALT $50.00 ELE $100.00 $200.00 Building Inspect 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. November 1, 2016 New Construction: Old or Pre-existing Building: (check one) Location of Property: 825 Latham Lane Orient House No. Street Hamlet Owner or Owners of Property: Emise Landesto_y Suffolk County Tax Map No 1000, Section 01500 Block 0900 Lot 001024 Subdivision Filed Map. Lot: Permit No. 9 (� Date of Permit. Applicant: Michael Passantino Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pplicant Signature pF SO!/l�,®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G �Q roger.richertO-)town.Southold.ny.us Southold,NY 11971-0959 ®lyc®UN Court BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Landestoy Address: 825 Latham Lane City: Orient St: New York Zip: 11957 Building Permit#: 41178 Section. 15 Block: 9 Lot: 1.24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Trinity Solar License No: 52801-H 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 11 Twist Lock Exit Fixtures TVSS Other Equipment: 5.04 KW Roof Mounted Photovoltaic System to Include; 18 Trina 280 Panels, 1- SE 5000 Inverter. Notes: Inspector Signature: 7Date: January 26, 2017 f 0-Cert Electrical Compliance FormAs Richard B. Gordon, P.E. P.O. Box 264•Farmville®VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com D [EC[E0Vr4 DD December 30, 2016 JAN 2 6 2017 BUMDING DEPT. Town of Southold Building Dept. TOWN OF SOU HOLD Town of Southold, NY Subject: Solar Panels at residence of Emise Landestoy, 825 Latham Ln, Orient, New York 11957 To Whom It May Concern: I certify that the installation of the subject solar panels is in compliance with Town of Southold Building Dept. approved plans, the Building Code of New York State, the Residential Code of New York State, the manufacturer's specifications, and all other relevant codes and standards. A certified Trinity Solar installer is and has gone to the job site named above and inspected the project completed installation on my behalf and with my approval with supervision from Michael Passantino. This certification is based on the NYS Residential Code and the provisions of NYS 2016 Uniform Code Supplements including Energy Conservation Construction Code, 2015 IBC, 2015 IRC, ASCE 7-10, & NF!Pa70. Please contact me if there are any questions or comments about the above. Very truly yours Richar ord n, P.E. Q o - _ New Yo k P. . Li ense No. 079309-1 z x ; i cc. o,93Q9-A ho��pF SOUTyolo I111 �'YUOUMY,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Rlf ELECTRICAL (FINAL) REMARKS: DATE � J� INSPECTOR f FIELD INSPECTION REPORT DATE COMMENTS f- FOUNDATION(1ST) p�y ------------------------------- FOUNDATION(2ND) t� ' z 4 � v ROUGH FRAMING& y PLUMBING r r� INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS vr, �J � 0 �Z � m o ro y o �+ p� O z b y ti 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate CStorm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c ,v P ne: Expiration ,20 D [EC[E0'V[2 'lding Ins ctor D APPLICATION FOR BUILDI G PERMIT NOV 17 2016 Date November 1 92016 INSTRUCTIONS BU LDING DEPT. TOWNsORSOWMHOM 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. e.No building shall be occupied or used in whole or in part 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 for 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. Michael Passantino (Signature of applicant or name,if a corporation) 2180 5th Ave-Unit 1, Ronkonkoma, NY 11719 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Emise Landestoy (As on the tax roll or latest deed) 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. Other Trade's License No. 1. Location of land on which proposed work will be done: 825 Latham Lane Orient House Number Street Hamlet County Tax Map No. 1000 Section 01500 Block 0900 Lot 001024 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 $16,445.52 Fee $200 (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: Front 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 825 Latham destoV Ln, 14.Names of Owner of premises Emise LanAddress Orient. NY 11957 Phone No. (631)323-8092 Name of Architect Address Phone No Name of Contractor Trinity Solar/Michael PassantinoAddress 2180 5th Ave-Unit 1 Phone No. (631)323-8092 Ronkonkoma,NY 11719 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. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Michael Passantino being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 A�� °1 ENA SANTOS Notary Public Notary Public,State of New York Signature of Applicant No.01SA6322131 Qualified in Suffolk County Commission Expires 3/30/2019 SO(/ry�lo Town Hall Annex Telephone(631)765-1802 54375 Main Road N m�ax(631)765- 5�2 P.O.Box 1179 G _ CoQ roger.richert(a. own.sout�io d.ny.us Southold,NY 11971-0959 O BUILDING DEPARTMENT TOWN OF SOUTHOLD- APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: I License No.: 5-az -- Address: Phone No.: —7923 JOBSITE INFORMATION: ('Indicates required information) *Name: r A4 1_.< e_ "Je6&n *Address: gd) L&A&- *Cross Street: *Phone No.: Permit No.: 4W 7 Tax Map District: 1000 Section: I6S Block:. Lot: 1. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / O Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Formfi. " �yaNassau County Home Improvement Contractor License#H240978010 Suffolk County Home Improvement Contractor License#52821 � New York City General Contractor License#GC-812990 SOLAR Trinity Solar January 11, 2017 Town of Southold Building Department 54375 NY-25 Southold, NY 11971 Re: Permit#: 41178 Section:01500 Block:0900 Lot:001024 To whom it may concern: The original plans for Landestoy, Emise of 825 Latham Ln, Oreint, NY 11957 have beenchanged due to the equipment being installed on a different side of the house. We also added a disconnect and installed the line tap in the transfer switch. The As-Built drawings that we are submitting for approval are actual layouts of the roof and equipment. If you have further questions or need further assistance, please call our office. Thank you, D DD , l 'tl 2017 Jason Kupperblatt MUDING DEM Operations Manager TOWN OF SOUTHOLD Trinity SOLAR-Corporate Headquarters Trinity SOLAR-NYC/L1 Office 2211 Allenwood Rd. 2180 5th Avenue-Unit#1 Wall,NJ 07719 Ronkonkoma, NY 11779 Ph:732-780-3779 Ph:631-319-7233 Fax: 732-780-6671 Fax:631-218-3134 800-FREE-SOLAR- trrttmrat®r'.m?0vnm-Made with Earth-Friendly Products T ® DATE(MMIDD/YYYY) AC" o CERTIFICATE OF LIABILITY INSURANCE 11/7/2016 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 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). CONTACT PRODUCER NAME: Arthur J Gallagher Risk Management Services, Inc. PHM 856-482-9900 FAX N.1,856-482-1888 4000 Midlantic Drive Suite 200 E-MAIL Mount Laurel NJ 08054 INSURERS AFFORDING COVERAGE NAIC# INSURERA:HDI-Global Insurance Company 41343 INSURED INSURER 13:LibertyInsurance Underwriters Inc 19917 Trinity Heating&Air, Inc. DBA Trinity Solar INSURER C: 2180 Fifth Avenue, Unit 1A INSURER D Ronkonkoma, NY 11779 INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER:2029861375 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 I TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY EGGCC000065616 11/1/2016 11/1/2017 EACH OCCURRENCE $2,000,000 DAMAGE TO RENTED CLAIMS-MADE X�OCCUR PREMISES Ea occurrence $100,000 MED EXP(Any one person) $ PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY E PRO-ECT F LOC PRODUCTS-COM P/OPAGG $2,000,000 OTHER' MBINFDINGLE LIMIT $ A AUTOMOBILE LIABILITY EAGCC000065616 11/1/2016 11/1/2017 Ea accident $2,000,000 X 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 A UMBRELLA LIAB �JOCCUR EXAGC000065615 11/1/2016 11/1/2017 EACH OCCURRENCE $3,000,000 B X EXCESS LIAB CLAIMS-MADE 1000231834-01 11/1/2016 11/1!2017 AGGREGATE $3,000,000 DED RETENTION$ Limit x of$3,000,000 $21,000,000 A WORKERS COMPENSATION EWGCC000065616 11/1/2016 11/1/2017 STATUTE OE RH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA EL EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E L DISEASE-EA EMPLOYE $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 space is required) Named Insured includes Trinity Heating&Air, Inc and BPTP Future Holdings LLC Richard Guarneri, an employee of Trinity Heating&Air, Inc, Is included as an insured for General Liability. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold NY 11971 USA AUTHORIZED REPRESENTATIVE � d y1A ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEW_ Workers' YORK e Compensation CERTIFICATE OF Board NYS WORKERS" COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Trinity Heating&Air,Inc.DBA Trinity Solar 732-780-3779 2180 Fifth Ave.,Unit 1A Ronkonkoma,NY 11779 1c.NYS Unemployment Insurance Employer Registration Number of Insured 49-23097-7 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 22-3292324 2.Name-and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) HDI-Global Insurance Company Town of Southold 54375 Route 25 3b.Policy Number of Entity Listed In Box"la" Southold NY 11971 EWGCC000065616 3c.Policy effective period 11/1/2016 . to 11/1/2017 3d.The Proprietor,Partners or Executive Officers are X❑ included.(Only check box if all partnem/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify-the certificate holder within 10 days of a policy being-cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ❑x YES ONO_ This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business Is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: - 1146mt4amd of authorized"re 6&*otjanseckadent of insurance,c; 'e Approved by: Signature) Ste. (Date) Title: `..., Telephone Number of authorized representative or licensed agent of insurance carrier:� � NI Please Note:Only insurance carriers and their licensed_ agents are authorized to Issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www.wcb.ny.gov YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation UNDER THE NYS DISABILITY BENEFITS LAW Board PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a Legal Name&Address of Insured(use street address only) tb.Business Telephone Number of Insured TRINITY HEATING&AIR,INC 631-319-7233 DBA.TRINITY SOLAR 2180 FIFTH AVENUE,UNIT 1A 1c.NYS Unemployment Insurance Employer Registration Number of RONKONKOMA,NY 11779 Insured 49-23097 Work Location of Insured(Only required if coverage is specifically limited to ld Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 22-3292324 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York TOWN OF SOUTHOLD 54375 ROUTE 25 3b Policy Number of Entity Listed in Box"Ila" SOUTHOLD,NY 11971 R71757-000 3c Policy effective period 7/112013 to 11/3/2017 4 Policy covers- FX] A.All of the employer's employees eligible under the New York Disability Benefits Law [] B Only the following class or classes of employer's employees. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 11/4/2016 By a.( 'f`� (tiqualurool'nlsunalcec1111cesaw6onre rcpicscmat corNYS t.WINCd11141I1i111ceAgeniofthatinsmancecanici) telephone Number (212)355-4141 Title SUPERVISOR-DBUPOLICY SERVICES IMPORTANT- If Box"4a"is checked,and this form is signed by the insurance carriers authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE Mad it directly to the certificate holder If Box"4b"is checked,(his certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box"4b"of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By Slgnaulrc ufNl'S Worker Conrynnaalion 13uurd Cmpluycc) Telephone Number Title Please Note; Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed Insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (9-15) SUFFOLK COUNTY'DEPT OF LABOR, LICENSING&CONSUMER AFFAIRS ".` MASTER ELECTRICIAN NME RICHARD GUARNERI This certifies that the BUSNEWNAME RASCO ELECTRIC CORP bearer Is duly licensed by the County of Suffolk .� 53689-ME 06/19/2014 j ,7,rar,E�.er�x!!i cw„n.ean.r E11MA1I0N onTE 06!0112018 J RPage 3 of 3 eceiptCopy SUFFOLK COUNTY DEPT OF LAB®R, LICENSING & CONSUMER AFFAIRS PAYMENT RECEIPT RECEIPT NO. 308984 TRINITY HEATING &AIR INC DBA 3140 VETERANS MEMORIAL HIGHWAY, STE 3 i, BOHEMIA NY 11716 k Recd From, D/BIA: Date: CONDIT RINITY HEATING&AIR INC DBA 12104/2015, l Payment Type: No: Drawn On: r' CHECK 1394 BANK OF AMERICA Category Service Fee Violation Slip No Remarks 5- H I. Contractor C- Lic Renew $40000 SUFFOLK COUNTY DEPT OF LABOR, r a LICENSING&CONSUMER AFFAIRS HOME IMPROVEMENT ' ��a•.. a r CONTRACTOR LI QENSE ,C• A,1�+'",'�R4i .wki': .I NAME 8•"t Y§.,-t& ,M ( WILL-IAM F CONDIT I ����" BUSNE55 HAME This certifteS that the TRINITY HEATING&AIR INC DBA bearer is duly, licensed by the County of Suffolk 01!29/2014 52821-H CPmmlabnar EXPRArM.DATE 01101/2018 REC'D BY: CL TOTAL: —111 $400.00 Remarks: ATTENTION HOME IMPROVEMENT CONTRACTORS Suffolk County Code Chapter 563-17 (D) states: All advertising for Home Improvement contracting shall contain the,number of the Home Improvement license. Customer copy http://suffolkca/ eceipteopy.aspx?TD=308984 12/4/2015 w m E a m r a s Z00) ' m 0i„0.� 9p S/ zv^i 'Sys C 3 $ yogc z ^ u �m z w H LL J m z 00 / a a Z 1 w y CO .� U . � o w c w i O p o n r z a w U ....... m d w �¢ v w a o a z a a II�II,I f�i'¢w ILL,Q t W to Z 0 �w O Q �Q 00 CL d �0< F wwQ nye e. 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Ow r pIj z J wz 0 i (9 �' LLg ° �Ht _ tit5< GwUF z pad�pG ��wp U > �zp -- _ p z gw¢z(a(Z 5�WO a¢z amp o Z� w� a W. zV�ww 6u E W 2p � _ Eo w op 3rco wa�o z�pio w 2; Q,y ❑,, �o x� zg z w y m° a °z o w � z¢$ o z 0 - 0. � > ® ado. w< ag a r �oa�rit �� Uw wg��rr �ti Tr �p P✓1 ❑ wY Sz Y� W o w U.. o Q m p QJ ) u z p �o LLi o sz 7 L c CL oo am� Lj 4i n5 -924 z a ---------------- Is M Sg 3z: uj > z G zw Is O�z w ow OU0 < zv. Ol tj z pp W dz-z- Pz I,--z HO 20.i H: Z- Ov. —Zj INq E$MM z Ql po lE Z. 1P O a, d�3 I �: wo R 6; ;-Z 9 MU M� Hd z HW- UM N KIM -H —1 Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com October 25,2016 Town of Southold Building Department Town of Southold, NY Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of New York. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x6 @ 16"o.c.and 12'-10" (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 16 psf snow live load per 301.6 Table RC NYS (20 psf ground snow live load reference) • 6.2 psf roof materials(3 psf fiberglass shingles, 1.5 psf 1/2"wood sheathing, 1.7 psf 2x6 rafters) • Exposure Category B, 120 mph wind uplift live load of 21.27 psf(wind resistance) 3. Address of proposed installation: Residence of Emise Landestov,825 Latham Lane,Orient, NY 11957 This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically NYS 2016 Uniform Code Supplements including Energy Conservation Code and ASCE 7-10. . The spacing and fastening of the mounting brackets is to have a maximum of 48"o.c.span between mounting brackets and secured using 5/16"x diameter STAINLESS STEEL lag bolts. In order to evenly distribute the load across the roof rafters, there shall be a minimum of 2 mounting brackets per rafter&min.3" penetration of lag bolt per bracket, which is adequate to resist all 120 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters for better distribution of roof load. Please also note the following: A. The Design Criteria for the Town of Southold is in conformance with the 2010 NYS Residential Code RC301.1 or ASCE 7-05, NYS 2016 Uniform Code Supplements including Energy Conservation Code and ASCE 7-10. as per referenced standards.Wind speed design is 120 mph. B. The mounting brackets and hardware meet or exceed NYS 2016 Uniform Code Supplements including Energy Conservation Code and ASCE 7-10 And 2010 NYS Residential Code requirements for the design criteria for the Town of Southold. C. The actual in-field attachment to the roof will meet or exceed 2010 NYS Residential Code and NYS 2016 Uniform Code Supplements including Energy Conservation Code and ASCE 7-10 requirements. Very truly yours, Ri d B.Gor on /r New P.E. ices No. 079309-1 `/��o F NF� A � G.i U� 'Q� Z A'�?9309- ,�'OPE SSIOa�'� sola roo � SolarEdge Single Phase Inverters For North America , SE3000A-US / SE380OA-US/ SE500OA-US/ SE6000A-US SE760OA-US / SE1000OA-US / SE1140OA-US ;,•�lea gJ• 19 ��� ;,,,, ' ,. 0 �' r ', l t, -` ^✓' �;�:�wy",! ,.: �o�+s. , »Y ..,yam' ' .:,,;; The best choice for S®larEdge enabled systems - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance — Superior efficiency(98%) Small, lightweight and easy to install on provided bracket Built-in module-level monitoring a Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage Inverter, DC/AC conversion only Pre-assembled Safety Switch for faster installation o Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS- ISRAEL www.solaredge.LIS solar,m Single Phase Inverters for North America � SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A US SE3800A-US SE5000A-US SE6000A-US SE7600A-US SE10000A-US � SE11400A-US OUTPUT 9980 @ 208V Nominal AC Power Output 3000 3800 5000 60007600 10000 t�240V 11400 1 VA .... 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA Max AC Power Output 3300 4150 5450 V.240V .... • 10950.t~a.1240V ..... ... ... .... .. . ..... . ... . .... ..... . .... ... . ..... . AC Output Voltage Min.-Nom.-Max(t) - ✓ - - ✓ - 183 208-229 Vac ..... ...........:..... ................ ............ .. .. .......... AC Output Voltage Min.-Nom.-Max.(') ✓ ✓ ✓ ✓ / ✓ ✓ 211-240-264 Vac ................ . ... . ... . ... iii 59.3 60-60.5(with Hl country setting 57-60-60.5) Hz AC Frequency Mm Nom.Max: • .... ..... . . . .. ... ..... ... 24 @ 208V 48 @ 208V 47 5 I A Max Continuous 0utputCurrent 125 I... 16 I 21•�240V I••••• ?5•• ••,•I„ •,32,• ,,,.I. 424?240V,• I• ••• ,,,,• J, ....... . ........ . GFDI Threshold .... .. . ....... Utility Monitoring,'Island ing Protection,Country Configurable Thresholds• Yes Yes ; INPUT Maximum DC Power(STC) 4050 5100 6750 8100 • 10250 13500 15350 .... W„ ................................... . Transformer.less,Ungrounded Yes •..... .........I ,_, . _, .. ... .... .... .. .. . . .. .. .. .. ..... Max.Input Voltage 500 .... ......I...... ..............•. .. . .... . ................. ..... .. ................................. .............. .... ........ .. Nom DC Input Voltage 325 @ 208V/350 @ 240V V c ...... .. .. ........... .. .......... ..... ............... .... ... ........ a� Max Input Current('( 9.5 ( 13 115.5. 240V..I.•... 18..... I 23 I .30.5 @ 2040. I 34.5 Adc Max Input Short Circuit Current45 ... .. .... .... Reverse-Polarity Protection .......... .. .... ................... ........... ..... .............Yes........ ............... .............. ............. ... .I........... ..... ........... ..... ..... Ground-Fault Isolation Detection 600koSensitivity „ .... ... Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98.. ...... .. ..... ..97.5 @ 208V ...... . ... ............ ... ..•97 @ 208V... .. .. 3 CEC Weighted Efficiency 97 5 98 g8 240V 97 5 97 5 97 5 97:5 . ...... ..... ....... 240V „i, ... ..... ... Nighttime Power Consumption <2.5 _._ —_ <4 W ADDITIONAL FEATURES -- Su orted Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ! ,••••• ,,, .pp.... ... .... ..... ..... ........ .......... . .... ... . Revenue Grade Data,ANSI C12 1 .......• Optional('( ... Rapid Shutdown–NEC 2014 690.12 F-unction-ality enabled when SolarEd a rapid shutdown kit is installed(4) STANDARD COMPLIANCE SafetyUL1741,,U 169913,UL1998 i CSA 22.2 „• ,,,•• .......... ................ ..... ....... Grid C.o.nnection Standards .. .... .. .IEEE.1547 „ -• ,,, ,.,, „ ..1. Emissions FCC part15 class B i ! INSTALLATION SPECIFICATIONS AC output conduit " 3/4; mini - size/AWG rang4minimum/166AWG mum/8-3 AWG .. DC input conduit size/#of strings/ 16 3/4' minimum/1-2 strings 3/4"minimum/1-2 strings/ -6 AWG 14-6 AWG ,_•• AWG rang?... ..... ...... ..... .... .... . ... ........................... ...... . ... .. . .......... . ... Dimensions with Safety Switch 30.5 x 12.5 x 10 S/ I in/ 305x12.5x72/775x315x184 775x315x260 „mm••• ........ . ..... .... ...... .. ............ ...... ... ..... .. .. ............,........ ..... ..... ......... ... . .... ....... . . Weight with Safety Switch 512/232 I 54.7/243 , ., .,_._ .88.4/40.1 i. Ib/kg • Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user i replaceable) • ,• . ... ..... ....i.. . .. .... .... . .......... ........ .... ... ................. .. .........I...... . .. ... dBA Noise <25 <50................... .....:........... ....................... ................ . ........................ Min:Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available(')) 'F/'/.C Range... ... . . .... .. ..... ...... . .. ... Protection Rating.... .. .... ................... .. . . . . NEMA 3R �. For other regional settings please contact solarEdge support. (=i A higher current source may be used;the inverter will limit Its input current to the values stated - tnl Revenue grade inverter P/N SExxxxA-1JS000NNR2(for 760OW inverter SE7600A-US002NNR2) t°(Rapid shutdown kit P/N.SE1000-110-S1 tsl-40 version P/N SExxxxA-US000NNU4(for 760OW mverterSE7600A-US002NN1.14) s Qn c M.9 jrt iay aFio-L'Mjfi aU3 jiew, z:. 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'°;F9mR ` Avi nid 1 suol;nloS Illnyy ouoyy THE ALLAilA>��'- XV'pLUS" MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(STC) TSM-DD05A 08(11) 275-295W Peak Power Watts-PMAx(WP)* 270 275 280 285 290 295 TSM-DD05A.05(ii) 270-29OW Power Output Tolerance-PMAx(W) 0-+5 Maximum Power Voltage-Vn,pp(V) 31.2 31.4 31.7 31.8 322 325 Maximum Power Current-IMpp(A) 8 66 8.76 884 8.97 9.01 908 DIMENSIONS OF PV AMMULE Open Circuit Voltage-Voc(V) 38.4 38.7 390 39.3 395 397 unlYmm;Inches Short Circuit Current-Isc(A) 9.18 926 9.35 9.45 950 955 35 941/370 ---- - - Module Efficiency qm(%) 16.5 16.8 171 174 17.7 18.0 Junction Box STC Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AM]5 I 4-09.12 •Test tolerance±3% Instolrng Hole �- Nameplate ELECTRICAL DATA(NOCT) 8 Maximum Power-PMAx(Wp) 201 205 209 212 216 220 AL JA o Maximum Power Voltage-VMpp(V) 28.9 29.2 29.4 29.6 299 302 w Maximum Power Current-ItApp(A) 696 7.02 710 7.17 723 7.28 e® Open Circuit Voltage-Voc(V) 35.7 36.0 36.3 36.6 36.7 369 6-043 Short Circuit Current-Isc(A) 7.41 7.48 7.55 7.63 767 771 Grounding Hole NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed I m/s 12-Dran Hale MECHANICAL DATA 1e0/71 Solar Cells Monocrystalline 156 x 156 mm(6 Inches) 9921391 Cell Orientation 60 cells(6 x 10) Back View Module Dimensions 1650 x 992 x 35 mm(65 0 x 39.1 x 1 38 inches) Silicon Sealant Weight 18 6 kg(41.0 Ib) 11/043 tFro e Glass 3 2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass Backsheet White(DD05A 08(ii)).Black(DD05A.05(11)) 1 Frame Black(DD05A.08(ii),DD05A 05(11)) -Box IP 67 or IP 68 rated 35/1 38 Cables Photovoltaic Technology Cable 4.Omm2(0.006 inches'), n A 1000 mm(39 4 inches) Connector MC4 Compatible or Amphenol H4/UTX Fire Type Type 1 or Type 2 I-V CURVES OF PV MODULE(MW) - 0 TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell 44'C(±2-C) Operational Temperature -40-+85°C Temperature(NOCT) 1000V DC(IEC) 5 m_ __-__- Maximum System Voltage 1000V DC UL --- Temperature Coefficient of PMAx 0 39%/°C l i Temperature Coefficient of Voc -0.29%/°C Max Series Fuse Rating 15A -- - _ 3 Temperature Coefficient of Isc 0 05%/°C 0 _- 0 5 10 15 20 25 30 35 40 45 v°n.,Wv1 WARRANFY v P-V CURVES OF PV MODULE(2?SW) 10 year Product Workmanship Warranty 300 25 year Linear Power Warranty 250 _ 10�0w/m - --- (Please refertoproduct warranty fordetalls) e00w 20 m $ 150 3 r PACKAGING CONFIGURATION of n 100 ^ 1 Modules per box.30 pieces Z _ wI Modules per 40'container:840 pieces 0 5 10 15 20 25 30 35 40 45 CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT 'Tva0,_.,solar ©2016 Trina Solar Limited All rights reserved Specifications Included in this datasheet are subject to change without notice Srnan Lncrgy Tagcthci INSTALLATION F N E LATHAM LANE* RICHARD B. GORDON, P.E. O W ROOF MOUNTED N.Y P E. LIC. #079309-1 N 5 . 04kW PV SYSTEMAPPROVED AS s s °`tom° ov-, ED 825 LAT H A M LANE DATE: ° B.P.#t1-4:RR .Q ORIENT NY 11957 , FEE:_ . Y ,1 NOTIFY BUILDING DEPARTMENT F I ; NOTIFY 765-1802 II AM TO 4 PM FOR TH = •'- <<;x' � FOLLOWING INSPECTIONS: �,�•��t=-•,- ���t, -�-• '� � :�_ 1. FOUNDATION - TWO REQUIRED " FOR POURED CONCRETE slued/Re ins AIvIING & PLUMBIN � � 2. ROUGH FR 3. INSULATION 4, FINAL - CONSTRUCTION BUST Pi ISSUED TO TOWNSHIP MR PERMIT 10/24/201 BE COMPLETE FOR C 0. _ VICINITY MAP NO DESCRIPTION DATE ALL CONSTRUCTION SHALL MEET �I I SCALE: NTS SITE REQUIREMENTS OF THE CODES OF N v Project Title: YORK STATE. NOT RESPONSIBLE FOR LANDESTOY,EMISE DESIGN OR CONSTRUCTION ERRORS. TRINITYACCT# 2016-09-99555 Project Address: 825 LATHAM LANE ORIENT NY 11957 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED I SHEET INDEX I Drawing Title: JB JUNCTION BOX 1. THE INSTALLATION CONTRACTOR IS 8 THE DC VOLTAGE FROM THE PANELS IS 14 B) CURRENT PREVAILING UTILITY I PV-1 COVER SHEET W/ SITE INFO & NOTES RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS rr�� EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kVA KILO-VOLTAMPERE PV-2 ROOF PLAN W/ MODULE LOCATIONS PROPOSED5.04kW DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT SOLAR SYSTEM CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS ALL PERSONS PREPARED FOR THE PURPOSE OF kWH KILO-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND L LINE 2 THE RESPONSIBLE FION OR INSTALLING ALL THATCTOR IS OVOLTAIC SYSTEM ARE THE SOLAR MODULES ARE WARNED NOT BEAPPROVAL.IZED AS ONSTRUCTION SHALL MCB MDP MAIN DIST IBUTIO PANEL �...ts ,,�; o/ i f-" I° ° CODES O F DrawinRCUIT BREAKER g Information EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MLO MAIN LUG ONLY C'- ° '~��_W MTD MOUNTED _• -, T'S"-•_ P DRAWING DATE 10/24/2016 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. "ISSUED FOR CONSTRUCTION' ;r ' �-1, _< l�V'e i� CODES DRAWN BY. 1C IN THE COMPLETE MANUAL 9. ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING 1 V E 11\1 �`-�'�'\ ` Q 3 THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR NEC NATIONAL ELECTRICAL CODE /4[+ (�!=�I� rl (`'� ,j• I e- I I)I— �r SOF REVISED BY. RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES AS � " UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRIC CODE ARTICLE NIC NOT IN CONTRACT NUMBER ! ,1'r Il 7(�1nlf,l ^,'1r $ stem Information: COMPONENT AND INVERTER MANUALS 690. NO# S,q �� r� r —`-- PRIOR TO INSTALLATION THE INSTALLATION 10. PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE I TOTAL SYSTEM SIZE 5 04kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION IIAIr n Rp TOTAL MODULE COUNT 18 ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AMP AMPERE Pg POLL BOX ' 3. -'I y, I I�1' J`I <J51 v` POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING AC ALTERNATING CURRENT I -_ - - MODULES USED TRINA 280 AL ALUMINUM PH PJ PHASE I,--,•r,r^••"" C^ MODULE SPEC#• TSM-280 DD05A.05 THEIN OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION , I E� AF AMP FRAME PVC POLY-VINYL CHLORIDE CONDUIT -, �„�.� SYSTEM COMPONENTS PROCEDURES,SCHEDULES,SAFETY AND PWR POWER "'I'. ° UTILITY COMPANY PSEG-LI 4. ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE QTY QUANTITY _ - UTILITY ACCr# 9683006682 MOUNTED,THE INSTALLATION 11 PRIOR TO THE SYSTEM START UP THE AWG AMERICAN WIRE GAUGE ,I _ i'`+-l. - Itll UTILITY METER#. 77417525 CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL RGS RIGID GALVANIZED STEEL ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL C CONDUIT (GENERIC TERM OF SN SOLID NEUTRAL I � DEAL TYPE SUNRUN SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY,PROVIDE AS JSWBD SWITCHBOARD : COURSE ON SITE CONDUCTIVITY CHECKS SPECIFIED) TYP TYPICAL 5 FOR SAFETY,IT IS RECOMMENDED BY THE 12 FOR THE PROPER MAINTENANCE AND CB COMBINER BOX U.O I. UNLESS OTHERWISE INDICATED ���- `•�" CKT CIRCUIT WP WEATHERPROOF !E MANUFACTURE THAT THE INSTALLATION ISOLATION OF THE INVERTS REFER TO �� Q,F (`I f CREW ALWAYS HAVE A MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CT CURRENT TRANSFORMER XFMR TRANSFORMER I -% (�• ✓�/ )_ Rev.No. Sheet PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL. CU COPPER +72 MOUNT 72 INCHES TO BOTTOM ^�^•�� !"- DC DIRECT CURRENT OF ABOVE FINISHED FLOOR OR L Q B. EACH OF THE INSTALLATION CREW 13. THE LOCATION OF PROPOSED ELECTRIC DISC DISCONNECT SWITCH GRADE OCCUPANCY � GO _ 1 MEMBERS BE TRAINED IN FIRST AID AND AND TELEPHONE UTILITIES ARE SUBJECT DWG DRAWING ® t �•k �j� p 1 PV 1 CPR TO FINAL APPROVAL OF THE EC ELECTRICAL SYSTEM INSTALLER "J O �'� 6 THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTILITY COMPANIES AND EMT ELECTRICAL METALLIC TUBING Q Z BE INSTALLED FOLLOWING THE OWNERS FS FUSIBLE SWITCH ' CONVENTIONS OF THE NATIONAL ELECTRIC 14 ALL MATERIALS,WORKMANSHIP AND FU FUSE j UNLAWFUL CODE ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE GND GROUND t" IS SUPERSEDE THE NEC SHALL GOVERN IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTERWITHOUT p�� �� �°���� �� -' - 7 ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH BkP16 • • INSTALLED WITH THIS SYSTEM ARE TO BE Al CURRENT PREVAILING MUNICIPAL HZ FREQUENCY (CYCLES PER "UL"LISTED.ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, SECOND) 0, , \ 7 3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS �U :33Q9" c.��' n ty OF OCCUPANCY � F, GENERAL NOTES �\\ K�FE5S10� SOLAR IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN"A',PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLITY OF EQUIPMENT. -�V 2211 Allenwood Road 877-797-2978 Wall,New Jersey 07719 www Trinity-Solarcom i 01 NEW EFERTOLAR EQUIPM EQUIPMENT PICAL SCHEDULE RICHARD B. P.E. U 0 I (REFER TO EQUIPMENT SCHEDULE IRON RIDGE CLAMP FOR SPECS AND QUANTITIES) (REFER TO SPEC SHEET FOR DETAILS) GORDON, NEW MOUNTING FOOT/ATTACHMENT MY P.E LIC. #079309-1 POINTS,TYPICAL (REFER TO I SOLAR MODULE SOLAR MODULE ENGINEERING LETTER FOR SPACING t HH AND DETAILS) IRON RIDGE"L"FOOT IRON RIDGE RAIL NEW IRON RIDGE RAIL,TYPICAL (REFER TO SPEC SHEET FOR DETAILS) (REFER TO SPEC SHEET FOR DETAILS) I (REFER TO IRON RIDGE 2 SUNMODO EZ MOUNT FOOT -a4o \4g 90 SPECIFICATON/DATA SHEET FOR (REFER TO SPEC SHEET FOR DETAILS) - DETAILS) SUNMODO FLASHING ONE LAYER ASPHALT SHINGLES / s o v2� NEW END CLIP,TYPICAL (REFER TO SPEC SHEET FOR DETAILS) (REFER TO ENGINEERS LETTER FOR SPECS) (REFER TO IRON RIDGE SPECIFICATON/DATA SHEET FOR - DETAILS) S.S LAG BOLT APOC SEALANT NEW MID CLIP,TYP CAL SOLAR MODULES SHALL NOT OCz (REFER TO IRON RIDGE EXISTING RAFTER EXCEED PEAK HEIGHT. SPECIFICATON/DATA SHEET FOR (REFER TO ENGINEERS LETTER FOR SPECIFICATIOt4 (l DETAILS) NOTE REFER TO MODULE SPECS FOR 3ATTACHMENT 8r CLIP DETAIL ACTUAL MODULE DIMENSIONS PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF SCALE NOT TO SCALE SCALE NOT TO SCALE SCALE NOT TO SCALE Issued/Re sions I, PS ISSUEDTOTOWNSHIP FORPERMR 10/24/2016 NO. DESCRIPTION DATE Project Title: FRONT LANDESTOY,EMISE TRI N ITY ACCT#:2016-09-99555 M EP Project Address. P 825 LATHAM LANE DC ORIENT,NY 11957 AC ■ Drawing Title: PROPOSED 5.04kW \\Y "CLEAR T \\ \ SOLAR SYSTEM Drawing Information E„ DRAWING DATE 10/24/2016 -- - -- - - - --- -- - --I-L- - -- — -- ---- -- - \ ---__�... DRAWN BY 1C OF N6\ REVISED BY -- _ -- -- r` - __` L`, ---__ ♦ ��;"�\ System Information: TOTAL SYSTEM SIZE 5 04kW G U�Q TOTAL MODULE COUNT* 18 O � MODULES USED TRINA 280 R1 ! 2 MODULE SPEC# TSM-280 DDOSA OS BACK UTILITYCOMPANY PSEG-LI r I UTI LITY ACCT# 968 3006 682 C� UTILITY METER# 77417525 (;1 ♦ �� DEALTYPE SUNRUN NOTES `<<� �-e9309-.\ �C?� 1)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE /,C(JJ+eID���j MANUFACTURER'S INSTALLATION INSTRUCTIONS I C` Rev.No. Sheet 2)ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING '^^-,.,,,.,�— 3)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION 4.) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE n 1 n` / 2 ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE r r V R1 R,) INDICATES ROOF DESIGNATION REFER TO INDICATES NEW UTILITY DISCONNECT TO BE I QTY SPEC# ARRAY ORIENTATION=257° ARRAY SCHEDULE FOR MORE INFORMATION ED INSTALLED OUTSIDE MODULE PITCH=30° 18 TRINA 280(TSM-280 DD05A 05) INDICATES NEW PV SOLAR MODULE RED MODULES 1 SE5000A-US M INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS REFER TO EQUIPMENT SCHEDULE FOR SPECS OTHER OBSTRUCTIONS EP INDICATES ESTINGELECTRICAL PANEL INNDICATES NEW STALLED OUTS PRODUCTION METER TO BE LOCATION NBASEMENT SOLAR ® INDICATES NEW INVERTER TO BE INDICATES NEW MAIN DISCONNECT INSTALLED OUTSIDE. 2211 Allenwood Road 877-Solar978 'Q REFER TO EQUIPMENT SCHEDULE FOR SPECS. WaII,Newlersey07719 wwwTrlmry-Solarcom i Engineer/License Holder: RICHARD B. GORDON, P.E. N.Y.P.E. LIC. #079309-1 SOLAR MODULES MOUNTED TO ROOF ON 1 ARRAY 18-28OW MODULES W/1 SOLAR EDGE P300 PER MODULE - ----- 18 75 ADC MAX PER STRING 1 STRING OF 18 MODULES IN SERIES-350 Vmax 8x8 -- ------ -------------------------I---------------- F JUNCTION ------------------------------------------I 'TERMINATED INSIDE INVERTER 1 BOX I I I I _ I I I I , I I I � , I I Issued/Revisions I I I I I I Pl ISSUEDNTOWNSHIP f00.PERMIT 10/30/3016 I NO. DESCRIPTION DATE ARRAY CIRCUIT WIRING NOTES /� II I Project Title. 1. LICENSED ELECTRICIAN ASSUMES ALL RESPONSIBILITY FOR DETERMINING ONSITE CONDITIONS AND EXECUTING % �� e- LANDESTOY,EMISE INSTALLATION IN ACCORDANCE WITH NEC 2014 /.t� I � 2)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON TRINITY ACCT#:2016-09-99555 r�., +� Go O fs ASHRAE MINIMUM MEAN EXTREME DRY BULB CO V J' TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO ` I INSTALLATION LOCATION LOWEST EXPECTED AMBIENT GFCI RECEPTACLE 1 Q Z I Project Address: TEMP=-16°C EXISTING 1p15ABREAKER I 120/240V 240V 10 14/2 NM CABLE 3)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED UTILITY i 2000 MAIN BREAKER r J I 825 LATHAM LANE ON ASHRAE HIGHEST MONTH 2%DRY BULB METER 200A BUSBAR _© r1 I ORIENT,NY 11957 TEMPERATURE FORASHRAE LOCATION MOSTSIMILARTO �— INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP= 33°C � I I �ry ,iQDrawing Title: �"� f..�.�C? 4)2005 ASHRAE FUNDAMENTALS 2%DESIGN •� ti���E TEMPERATURES DO NOT EXCEED 47°C IN THE UNITED STATES(PALM SPRINGS,CA IS 44 1°C) FOR LESS THAN 9 PROPOSED 5.04kW CURRENT-CARRYING CONDUCTORS IN AROOF-MOUNTED I PRODUCTION SOLAR SYSTEM SUNLIT CONDUIT AT LEAST 0 S"ABOVE ROOF AND USING I METER D THE OUTDOOR DESIGN TEMPERATURE OF 47°C OR LESS (ALL OF UNITED STATES) I INVERTER#1 I le°°R0 0 0 � Drawing Information 5.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE PERMITTED a a ___ a + — I DRAWING DATE. 10/24/2016 TO OPERATE WITH UNGROUNDED PHOTOVOLTAIC I DRAWN BY. JC SOURCE AND OUTPUT CIRCUIT AS PER NEC 690.351i L_ e a�� I �� � I REVISED BY 6)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A 1 I o �'_F -- I a a r NEMA3R RATING a ml C— B 0--- 0 --,- e L2 N b— — — — — — _ —= S stem Information: I---- r-- --- --,� 0 0 0 I �� ----------- r o a a o a a I 7)ALL SOLAR SYSTEM LOAD CENTERS TO CONTAIN ONLY (p� = I I U0 I TOTAL SYSTEM SIZE S.04kW GENERATION CIRCUITS AND NO UNUSED POSITIONS OR �T'�/ EXISTING MAIN BREAKER LOAD CENTER i t i �`------� TOTAL MODULE COUNT 18 LOADS 2p3OA BACK FEED BREAKER L _J �— W/BREAKER LOCK u---------J MODULES USED* TRI NA 280 8)PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS NEC 690.64 MODULE SPEC# TSM-280 DDOSA 05 SHALL INCLUDE A RAPID SHUTDOWN FUNCTIONTHAT UTILITY COMPANY PSEG-LI CONTROLS SPECIFIC CONDUCTORS IN ACCORDANCE WITH UTILITYACCT# 9683006682 NEC 690.12(1)THROUGH(5) UTILITY METER# 77417525 CALCULATIONS FOR CURRENT CARRYING CONDUCTORS DEALTYPE SUNRUN REQUIRED CONDUCTORAMPACITY PER STRING [NEC 690.8(B)(1)] (15 00.1.25)1=18.75A PV MODULE SPECIFICATIONS AMBIENT TEMP:55°CC,,TEMP DERATING FACTOR. 76 I AWG#10,DERATED TY TRINA 280(TSM-280 DDOSA.05) Rev.No. Sheet - RACEWAY DERATING=2 CCC 100 Imp 8.84 I NOTE:CONDUIT TYPE SHALL BE CHOSEN BYTHE INSTALLATION CONTRACTOR (40"76)1.00=30.40A Vmp 31.7 TO MEETOR EXCEED NECAND LOCALAHJD REQUIREMENTS p 1 PV 3 30 40A'_18 75A,THEREFORE WIRE SIZE IS VALID Vac 39 A #6THWN-2 GECTO EXISTING GROUND ROD TOTALAC REQUIRED CONDUCTOR AMPACITY Isc 1935 23 00A"125=28.750 B 1"CONDUIT W/3410THWN-2,1410 THWN-2 GROUND AWG#30,DERATED AMPACITY INVERTER#1-SESOOOA-US AMBIENTTEMP 30°C,TEMP DERATING-10_ DC AC D 1"CONDUIT W/2-#10 THWN-2,1-#10 THWN-2 GROUND ,_ �: A RACEWAY DERATING`3 CCC:N/ArD 400"10=400 Imp 144 Pout 5000 I E 1"CONDUIT W/3410 THWN-2,1410 THWN-2 GROUND 40A'_28 75A,THEREFORE AC WIRE SIZE IS VALID Vmp 350 lout 23 CALCULATION FOR PV OVERCURRENT PROTECTION Voc 500 Imax 2875 F #12 PV WIRE W/#6 BARE COPPER BOND TO ARRAY WTOTAL INVERTER CURRENT'23.00A Isc 35 Vnom 240 SOLAR 23.000'1252211 —> R 28.750 �I Allenwood 1 877-797-2978 7 29300 OVECURRENT PROTECTION IS VALID Wall,New Jersey 0779 www Trr9_Soarom September.9,2014 SnapNrack­ Norman SnapNrack, PV Mounting Systems 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 6cheel Series 100 Roof Mount Summary Letter To Whom It May Concern, N"tructuxal This letter is to clarify that we have performed calculations-for the =100 series roof mount PV system based on the information provided by SnapNrack. .Included with this letter is the report and calculations. The calculations were done in accordance with the 2009 IBC, ASCE 7-05, 2005 NDS, and guidelines Engineer stated in the Solar.America Board for Codes and-Standards: For some of the components the SnapNrack test data was used to determine Fair Sunrise Blvd. capacity d section propertiesf materiae test materials. Thdata using, Fair Oaks,CA_ 95628 p y anof was co (916)536-9585 the procedures outlined in the 2009 IBC.Chapter 17.- (916)536-0260(fax) 1989-2011 The calculations were performed for the following wind,seismic, and snow load 23 years of excellence combinations and building parameters. ® ASCE. 7-05' wind speeds from 85. mph to 150 for B and C exposure categories, o ASCE 7-05 Seismic Design Category E • -ASCE 7-05 Snow'Loads up to 120 psf.ground snow Norman Scheel,S.E. V Buildings with mean roof heights•up to 60 foot tilt angles./roof,pitches LEED AP BD+C from 0 degrees to 60 degrees. LEED AP Homes Fellow—SEAOC O Complies with New York State Residential Building Code 2010 and.NDS Fellow-ASCE Standards 2005." ,E-mail:nonn(a).nssexom Rob Coon General Manager E-mail:robcoon[a`nsse com In our opinion the mounting system as outlined in the SnapNrack Series 100 PV Mounting-System Code Compliant Installation Manual 2012 is acceptable and Steve Smith P.E. meets the loading requirements as stated above. See report and calculations Project Manager E-mail:stcvesmithCa�nsse com included with this letter Steven Cooksey If there are any further uestions,please contact Norm Scheel., CAD Supervisor E-mail:steve[a!nsse.com JackieWinslow Office Manager �C E-mail:Lckie mssexom Norman Scheel P , SE LEED-AP BD+C,LEED-AP Homes Fellow SEAOC Fellow A.S.C.E. It is a violation o law to alter this drawing in any way. Series 100 Snap'T\4rack- Structural Report and Calculations Structural Report and Calculations Series 100 Roof Mount For SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 Prepared By Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916)536-9585 January 30,2014 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 2 S� 1 Series 100 -D, TM Snapplil._, roc Structural Report and Calculations PAV Of Q'Untring E3yste§,ms Building Department Support Calculations Calculations 0 to 30 ft. Mean Roof Height(6005 Rail) C33 to C48 Wind Calculations Velocity Pressures&MFRS C33 Component and Cladding C35 Seismic Calculations C39 Snow Loads C40 Rail Properties C41 65"PV Panel Connection to Rail C42 78"PV Panel Connection to Rail C43 Lag Bolt Connection to Roof C44 Rail Span Chart Tilt Angle 0-19 degrees C45 Rail Span Chart Tilt Angle 20-36 degrees C46 Rail Span Chart Tilt Angle 37-45 degrees C47 Rail Span Chart Tilt Angle 45-60 degrees C48 Building Department Support Calculations Calculations 31 to 60 ft. Mean Roof Height(6005 Rail) C49 to C64 Wind Calculations Velocity Pressures &MFRS C49 Component and Cladding C51 Seismic Calculations C55 Snow Loads C56 Rail Properties C57 65"PV Panel Connection to Rail C58 78"PV Panel Connection to Rail C59 Lag Bolt Connection to Roof C60 Rail Span Chart Tilt Angle 0-19 degrees C61 Rail Span Chart Tilt Angle 20-36 degrees C62 Rail Span Chart Tilt Angle 37-45 degrees C63 Rail Span Chart Tilt Angle 45-60 degrees C64 Appendix: ASCE-2010 to 2005 Conversion Sheet Al NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 4 5 Series 100n " rack- Structural Report and Calculations 6005 Alloy Rail Tables 0-30 ft.Roof Height Table 2A: Rail Spans,(in)for Roof Slopes and Tilt Angles 0°to 19' 6005 Alloy Wind Load Vult_ 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 PB P5 -107 -117 -12.7' -13 8 -149 -161 -17.3 -186 -199 -21.2 -226 -255 -286 -319 0 0 140 132- 125 119 114 109 104 100 96 93 89 84 79 74 10 8 137• 132 _ 125 119 114 109- 104 100 96 93 89 '84 79 74 c 20 15 106 106 106 -1 106 106 106 104 100 '96 93 89 84 79 74 3 30 23 90 90 90 90 90 90, 90 { 90 90 90 89 , 84 79 74 -40 1 31 179 79 79 79 79 1 79 79 79 79 79 .79 79 79 74 q 50 39 72 72 72 72 72 1 72 72 72 72 72 72 72 -72 P60 46 66 66 66 66 66 66 66 66 66 66 66 66` 66 66, 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 „62 80' 62 58 58 58 -58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 1 92 48 1 48 48 48 48 48 r48 1 48 48 48 48 48 48 48 0-30 ft. Roof Height Table 26: Rail Spans,(in)for Roof Slopes and Tilt Angles 20°to 36° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18:4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 P9 Ps -7 0 -7.6 -8.3 -9.0 -9.7 -10.5 -113 -121 -13.0 -138 -147 -166 -187 -208 0 0 144 144 144 '144 r 144 141 135 129 124 119 114 107 100 94 J� 10 8 134 •133 132 136 129 128 127 125 124 119 114 107 100 94 0 20 15 106 106 106 106 106 106 106 105 105 164 103 101 100' 94 3 30 23 90 90 90 90 90 90 90 90 90 90 90 90 •89 88 40 31 79 79 79, 79 79 79 79 79 79 79 79 79 79 79 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Q 60 46 166 66 66 66 66 1 66 66 66 1 66 66 66 66 66 1 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE_ 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 10 f Series 100 S-na-P��'rm h�� rack - s' Structural Report and Calculations u `/r';1� If � i G 0-30 ft.Roof Height Table 2C: Rail Spans(in)for Roof Slopes and Tilt Angles 37°to 45° 6005 Alloy Wind Load Vult 110F-73 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Ps Ps -6.7 -7.9 -86 -9.3 -10 0 -10.8 -11.6 -12.4 -13.2 -14.1 -159 -17.8 -19.9 0 0 144 144 144 143 144 139 133 127 122 118 109 102 96 10 8 134 133 132 130 129 128 127- 125 124 122 118 109- 102 96 0 20 15 106 106 106 106 106 106 106 105 105 104 103 101 100 96 a30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 1 88 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 C7 70 54 162 1 62 62 1 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 0-30 ft.Roof Height Table 21): Rail Spans(in)for Roof Slopes and Tilt Angles 46°to 60° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 4h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 P9 Ps -63 -6.9 -76 -8.2 -89 -9.6 -10.3 -11.0 -118 -126 -13.4 -152 -17.0 -189 0 0 '144 144 144 144 142 139 135 132 129 126 121 113 105 99 10 8 128 126 124 123 121 120 118 116 115 113 112 109 105 99 0 20 15 106 106 105 104 103 102 101 100 99 98 97 95 93 91 3 30 r46 90 90 90 90 90 90 90 89 88 88 87 85 84 82 40 79 79 79 79 79 79 79 79 79 79 79 78 77 76 50 72 72 72 72 72 72 72 72 72 72 72 72 72 71 60 66 66 66 66 66 66 66 66. 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62_ 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 1 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 11 Series 100 Sna t-'di rack- Structural Report and Calculations MQUR 6r4 hgj Gyz trnlnl 31-60 ft.Roof Height Table 2E: Rail Spans(in)for Roof Slopes and Tilt Angles 0°to 19° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9e 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 P9 Ps -123 -13.5 -14.7 -15.9 -172 -18.6 -20.0 -21.4 -229 -245 -26.1 -29.4 -330 -36.7 0 0 128 121 115 109 105 100' -96 92 89 86 83 77 73 69 R 10 S 1 128 1 121 115 109 105 100 96 92 89 86 83 77 1 73 69 0 20' 15 106 106 1 106 106 105 100 96 92 89 86 83 77 73 69 a30 23 90 90 90 90 90 90 90 90 89 86 83 77 73 69 40 31 79 79 79 79 79 79 79 79 79 j 79 79 77 73 .69 CIO 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 69 60 46 166 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 1 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 L52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 1 48 48 31-60 ft.Roof Height Table 2F: Rail Spans(in)for Roof Slopes and Tilt Angles 20°to 36° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 P6 PS -8.0 -8.8 -9.6 -10.4 -11.2 -12.1 -130 -14.0 -14.9 -16.0 -170 -192 -215 -24.0 �. 0 0 144 144-, 144 142 135 129 123 118 114 109 105 98 92 87- g 10 8 132 131 129 128 127 125 123 118 114 109 105 98 92 87 0 20 15 106 106 106 106 106 105 105 104 103 102 101 98' 92 87 3 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86 0 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 opo 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE ' 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 12 f � Series 100 SnapT',,"�.�] rReport and Calculations 31-60 ft.Roof Height Table 2G: Rail Spans(in)for Roof Slopes and Tilt Angles 37°to 45° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 P6 PS -7.7 -8.4 -91 -9.9 -10.7 -11 6 -12.4 -13 3 -14.3 -152 -16.2 -183 -20.6 -229 w 0 0 144 144 144 144, 139 133 127 122 117 112 108 101 94 89 g 10 8 132 131 129 128, 127, 125 124 122 117 112 108 101 94 89 0 20 15 106 106 106 106 106 105 105 104 103 102 101 99 94 89 3 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86 40 31 179 1 79 79 1 79 79 79 79 79 79 79 1 79 79 179 79 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 7 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 1 48 48 48 48 31-60 ft.Roof Height Table 21-1: Rail Spans(in)for Roof Slopes and Tilt Angles 46°to 60` 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 249 26.9 28.9 31.0 33.2 354 378 42.6 478 53.3 Ps P5 -73 -80 -87 -95 -102 -11.0 -11 9 -12.7 -13.6 -14.5 -155 -17.5 -196 -21 8 0 0 144 144 143 139 136 132 129 125 120 115 111 104 ` 97 91 a 10 8 125 123 122 120 118 116 115 113 111 110 108 104 97 91 0 20 15 105 104 103 102 101 100 99 98 97 96 95 92 90 88 3 30 23 90 90 90 90 90 89 88 87 87 86 85 83 82 80 40 31 179 1 79 79 1 79 79 1 79 79 79 1 79 79 1 78 77 76 74 50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 65 C7 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 13 j Series 100 Sn 'd ra c k- ,j Structural Report and CalculationsSystp-m us' Rail Testing The aluminum rails have been designed in accordance with the 2010 Aluminum Design Manual (ADM) as referenced in the IBC. Testing was conducted per the standards set forth by the IBC Section 1715; Preconstruction Load Test. The results of this testing procedure were used in comparison with the calculated values to establish the maximum uplift load allowed for the rails. Racldng Connections to the Existing Roof Contained within the calculation packet are calculations for the connection of the rails to the roof framing. Using the sizes provided by SnapNrack, we have calculated the maximum forces that will be resisted based on the withdrawal value of the lag screws, and the strength of the aluminum components which are involved in transferring these forces from the rail to the roof framing. These components consist of the flashed L-foot (SnapNrack Drawing PEN-DO1), Standoff(PEN-D02, D03), Seam Clamp (PEN-D04), Corrugated Block(PEN-D05), Metal Roof Base (PEN-D09, D10, D11, D12) and Hanger Bolt (PEN-D06). All (6) options are acceptable under the parameters shown in SnapNrack's plans. The results from our analysis have been integrated into the summary charts. The connection of the PV racking,system to the roof will use a 5/16" diameter Lag Bolt installed with a minimum 2 '/2" embedment into the framing member. Bolts shall be installed to a rafter or blocking capable of supporting both wind and seismic loads along with the weight of the PV system. When PEN-D07 is involved, use minimum quantity 2 '`/a-20 lag bolts with minimum 1.25" embedment. In addition, SnapNrack's Tile Roof Hooks (Drawing PEN-D13, D14) are also acceptable attachment components when the following limitations are followed: 1. tile roof hooks have been reviewed up to 120 mph, Design Wind Speed 2. rail span is limited to 6 feet with file roof hooks NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 14 Series 100 Snap'r\;\ rack- Structural Report and Calculations W � � Li1a1?Gpl7i� �i Summary Charts and Topographic Factors The attached pages of this summary contain some of the most common building configurations with varying wind speeds. These charts serve as quick references for looking up maximum rail spans based on the building and site conditions. However, it must be noted that for any building where a topographic factor is applied (e.g. hills, mesas, seashore), the rail span lengths given might exceed what is allowed for the given site condition. In that case, a registered structural engineer shall evaluate the exact topographic conditions for the specific site. End Zone and Edge Distances The edge zones and/or end zones of the roof area shall be determined based on the building's least horizontal dimension (LDH). The edge zone, "a", is equal to 10% of the LDH where a= .1 * LDH. It should be noted that if the solar panels installed cross two different roof sections, the smaller LDH shall be used. Rail spans in the corner zone shall be a maximum of 24 inches and this restriction will only apply to the rail attachments located in the end and edge zones (does not apply to modulus or rails that overhang into the zone). Furthermore, all edge zones requiring an adjustment (shaded cells in chart) shall be reduced by 24 inches to a minimum of 32 inches. END/EDGE ZONE z o / w ca c7 A d 0 m z 0 N O / x y / W a CORNER ZONE Detail 1 roof end/edge and corner zones NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 15 Series 100 Snap ri,41 rack- Structural Report and Calculations Site—Specific Analysis A site-specific analysis is required if the location of the solar panel installation corresponds to any of the following criteria: • The total pitch of the solar panel(solar panel pitch&roof pitch)is greater than 60 degrees above the horizontal. • A topographic factor applied to a location. Generally, topographic factors are applied when the structure is on a hill, mesa or bluff, or is adjacent to a large body of water. For complete descriptions of topographic factors, please refer to ASCE 7-10 section 26.8 • The mean roof height of the structure that the solar panels will be installed on is greater than 60 ft. above grade. • A combination of loads and/or site conditions applied that is not addressed in the attached rail span charts. If one or more of these factors corresponds to the project location, please contact NSSE, and we will analyze the site conditions and recommend standoff spacing for each specific site. Existing Building Limitations This summary letter addresses the structural adequacy of the solar racking system only and does not investigate or validate the adequacy of the structure the racking system is being placed upon. It does not address the ability of the existing roofing or roof framing to support the new loads imposed upon them by the new system, nor does it address the new localized forces between the roofing and the roof framing which might be imposed by the new standoff connections. It also does not address the additional lateral forces imposed upon the building due to the seismic and wind forces that the new system will add to the existing roof. These various building-specific issues need to be evaluated by the appropriate registered professional(s) prior to the addition of the photovoltaic and racking systems. NSSE may be consulted for building-specific structural evaluation. NSSE assumes the systems will be installed to the specifications presented here and the installer will use good structural judgment. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 16 i . Series 100 �' S n a P4!frac k- Wind Design ASCE 7-10 Main Force Resisting System 6005 Alloy Rail a '°fir bi,,Ufl ra,1L71 n) (1 n j 23 t lJ�+ Mean Roof Height 0 to 30 ft Velocity Pressure 28.3.2 ASCE 7-10 Risk Category: U(Table 1.5-2) %=qh=0.00256 kZ kZt kd V2 Wind Exposure Category C kZ = 0.98 Velocity Pressure Exposure Coefficients(Table 26.8-1) Kn = 1.00 Topographic Factor(Fig.26.8-1) Ka = 0.85 Wind Directionality Factor(Table 26.6-1) Velocity Pressures Wind Speed 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 25.80 28.20 30.71 33.32 36.04 38.86 41.80 44.84 47.98 51.23 54.59 61.63 69.09 76.98 ASD(0.6W) 15.48 16.92 18.42 19.99 21.62 23.32 25.08 26.90 28.79 30.74 32.75 36.98 41.46 46.19 P=qh [GCPf-GCpj] qh = Velocity Pressure(psf) GCP, = +/-Internal Pressure Coefficient GCPf = External Pressure Coefficient GC f Roof Zones Fig 28.4-1 ASCE 7-10 Notes Pitch Slope Zone 2 Zone 3 Zone 2E Zone 3E 1) GCpi equal+-0.10 based on published datafrom the Solar 0/12 0.0 -0.69 -0.37 -1.07 -0.53 America Board for Codes and 1/12 4.8 -0.69 -0.37 -1.07 -0.53 Standards. 2/12 9.5 -0.69 -0.40 -1.07 -0.53 2) Wind Exposure B and C covered 3/12 1 14.0 -0.69 -0.44 -1.07 -0.53 in this document. 4/12 18.4 -0.69 -0.47 -1.07 -0.54 5/12 22.6 -0.45 -0.35 -0.72 -0.65 6/12 26.6 -0.10 -0.15 -0.19 -0.58 7/12 30.3 0.21 -0.43 0.27 -0.53 8/12 33.7 0.21 -0.43 0.27 -0.53 9/12 36.9 0.21 -0.43 0.27 -0.53 10/12 39.8 0.21 -0.43 0.27 -0.53 11/12 42.5 0.21 -0.43 0.27 -0.53 12/12 45.0 0.21 -0.43 0.27 -0.53 21/12 60.0 0.32 -0.41 0.40 -0.51 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C33 of C64 - � Snqpv��� rc�ck�Series 100Wind Design ASCE 7-10 Main Force Resisting System 1 rl 6005 Alloy Rail i C %lni�"11`t�t� ;' 's- �(sonS �� Mean Root'Height 0 to 30 ft O g u I - CID _ 6ri' }ff; JiL} �i7 9 D: i l_0 CS mit•�r �.�a_}" ��� �� e,..�. ~ r o� [san e c 19L 4- i5 i A A Transverse pirectl®n :an27cz.wry-� i - •��i i:4�. - �t� '- 7r�T`;ail"mss 1st _'"'t?'_ ..•�r_ , �-" �-: - � "r ~tir.. 'St, -til �_ +,�'Tr`,•-��;:t` . <-:?ate;,. '�,.:,,�. ro, �-.,'aha _• ��rn,; - ,�y a�Q� �- Lo'n" titdinal Urection Zone Locations Main Force Resisting Systems ASCE 7-10 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C34 of C64 4 Series 100S napO�-���.rc�c�k- Wind Design ASCE 7-10 Components and Cladding Walls 6005 Alloy Rail 'UT !"i o, ?ft i S las tom, Mean Roof Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P— GC -GC 9h = Velocity Pressure(psf) 9h p Pi GCp, = +/-Internal Pressure Coefficient GCp = External Pressure Coefficient 10 500 1.6 5 i.4 i ' o -1.0 - 5 ay= d6 06 0 4 CUCD CS so. =o0 ,. -<;.- -+02' -+0.4 GC Walls (Fig.30.4-1) -r +1;0 (^ 40- Slope in Degrees Zone 4Zone 5 Zone 4&5 LU +1.2 1' 10, 20 %-100200' 5001000 0 to 10 -1.00 -1.27 0.91 {0:1) ;(U.9) (19J (4.6) 0.3;(16.6), (56;5)(929) 10 to 45 -1.10 -1.39 -1.00 Effective Und•AreaM2(d j Notes 1) Roof slopes from 0" to 45" 2) Wind loadingfrom 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 "LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PVpanel 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C35 of C64 1 p Series 100 Wind Resign ASCE 7-10 Components and Cladding Roof Snap'i,"', .;II rack 0 to 7 degrees for 6005 Alloy Rail �`�r`�' t'i''�'ti 1 '''( �7 n!� 'S U At i. ' e.1 !3 IS Mean Roof Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 qb = Velocity Pressure(pso P=qh [GCp-GCp;] GCP, = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient az" 10 100 t `3.0 a Z® is Aoo6 •zu CD 24 I L - A I = 'Is i L •» A k Cp -1.4 , d Q i i •1.2 -1 I 1 I { m •a4 I I -0; I L I w2 A I 4A w 4 { w 3 4 G T —(nI,— rte' 1"1 10 20 50 107 200' 5001000 lull m-(s�(lag 2 W�1�! Effective VAnd Area,It2-(U ") GC Roofs Fig.30.4-2A Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 0 t0 7 -0.99 -1.71 -2.59 0.29 Notes 1) Roof slopes from 0' to 45' 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PVpanel 6005 Allov Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C36 of C64 Series 100 Snap,Nrack- Wind Design ASCE 7-10 Components and Cladding Roof 7 to 27 degrees for 6005 Alloy Rail FIV Rhouffron_ �,] Mean Roof Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P= GC GC 9h = Velocity Pressure(psfl 9h [ P Pi GCPI = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient M 70 I C P 1 '� I1l�a ^V A ; 1 P 1 1 � j -• I P' a 1 b 1 1 d 1 1 1 ° a 1 1 1 ! n 1 1 I i ��• '• P , 61 `f GC Roofs Fig.30.4-2B 1 to 100 Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 _2 3 o `! o . 7 t0 27 -0.89 -1.64 -2.53 0.48 20 dA i p Notes �. A2 :ta 4.0 1 1) Roofslopesfrom 0" to 45" �,• 4e 2) Wind loadingfrom 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) E ' d •� 4) Based on an area equal to the maximum area of one JOA 4W 39"x 78"PV panel +aa. --1 10 20 5d"10 7AQ 500100A tal) Nel C9el .(1�(a?W) PAPP. EffeethreWutd A168.1t 2W) 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C37 of C64 ta Series 100 S nap� k4`'r ra C k- Wind Design ASCE 7-10 Components and Cladding Roof r 27 to 45 degrees for 6005 Alloy Rail ✓,l 11-11.101, +(�`i4 Mean Root'Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P=qh [GCp-GCp;] qh = Velocity Pressure(psfJ GCp, _ +/-Internal Pressure Coefficient GCp = External Pressure Coefficient I I tl I I a tea - m 13 t.,- --------- �\2 'G L 1 P t 1 � 1 tl 1 I a a 1 1 I h Q ID 1 1 1 1 I P 1 1 2 q/2�'� ,os 1 1 1 lalT °� 1a tai GC Roofs Fig.30.4-2C Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 ,C .� n a Ha 11.2 a 27 to 45 -0.98 -1.18 -1.18 0.89 , 48 t -0.8 Notes mx0 1) Roof slopes from 0° to 45" '°_ taa 2) Wind loading from 110 mph to 190 mph 3-s Gust. E t s a 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 1 w2 1 10 20 50 100 200 5041000 4) Based on an area equal to the maximum area of one (016 M(l.gj 144 P OR (44 W-0 39"x 78"PV panel EffediW Wind Area,tt2(ah 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C38 of C64 d Series 100Snapn,,-�] rCC�Seismic Design ASCE 7-10 Chapter 11 and 13 6005 Alloy Rail Sy ate Lrn s Mean Roof Height 0 to 30 ft ASCE 7-10 Seismic Design Section 13.6.9 Site Classification D Default"D" Seismic Use Group II Table 11.5-1 Rp = 2.5 Input from Table 13.6-1 ASCE 7-10 AP = 1.0 Input from Table 13.6-1 ASCE 7-10 Ip = 1.0 Input from Table 11.5-1 ASCE 7-10 SS = 3.0 Input from USGS Program S, = 1.5 Input from USGS Program F. = 1.0 Site Coefficient Table 11.4-1 F„ = 1.5 Site Coefficient Table 11.4-2 S„, = 3.0 ASCE 7-10 Section 11.4.3 Sm, = 2.3 ASCE 7-10 Section 11.4.3 S& = 2.0 ASCE 7-10 Section 11.4.3 SdI = 1.5 ASCE 7-10 Section 11.4.3 z = 30.5 Height at point of Attachment(ft.) h = 30.0 Average Roof Height of Structure(ft.) FP = 0.97 Wp (Eq.13.3.1) Fp nm = 3.20 Wp Fp_ 0.4 ap SDs Wp 1+2 z FP mm = 0.60 Wp ( � > ( h Ip Use FP = 0.97 Wp (Eq.13.3.2) Fp=1.6 SDs Ip Wp Max (Eq.13.3.3) Fp=0.3 SDs Ip Wp Min Vertical Accelerations 0.20(Sdj Wp Notes 1) Based on an average deal load of 4 psf the anticipated maximum seismic load is approximately 4 psf with a vertical accelerations of 1.6 psf wind loads govern the design of the PV system. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C39 of C64 Series 100 i`�' ;I n a ra c kM Snow Loads ASCE 7-10 Chapter 7 6005 Alloy Rail „ !,t,' � G i �';i 0 umzt Mean Roof Height 0 to 30 ft ASCE 7-10 Snow Loads Chapter 7 Pf=0.7 Ce Ct I Pg Snow Load Chart Ground Snow P9 Flat Roof Pf Sloped Roof P, Sloped Roof PS Ps=Cs Pf Slope<9/12 Slope 9/12 to 12/12 10 psf 8 8 8 20 psf 15 15 15 30 psf 23 23 23 40 psf 31 31 31 50 psf 39 39 39 60 psf 46 46 46 70 psf 54 54 54 80 psf 62 62 62 100 psf 77 77 77 120 psf 92 92 92 3 4 6 B 12 an on on.on on 12 12 12 12 12 Calculations for Snow Loads Chapter 7 37_.5_° Ce = 1.00 Exposure Factor(Section 7.3.1) Ct = 1.10 Thermal Factor(Section 7.3.2) \ I = 1.00 Importance Factor(Section 7.3.3) \ All Other Surfaces Unobstructed \ Slippery Surfaces 0; 30° 60° 909 Roof Slope 7-2b:Cold roofs with C,=1:l 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C40 of C64 Series 100Snapr,,,j,1 rc�e_N Rail Properties for 6005 Alloy Rail p ,r,7,,q, Mean Roof Height 0 to 30 ft Rail Properties for Downward Loads Section Properties A = 0:63 M S = 0.34 in3 I = 0.46 in' c Stresses N Fb = 21.9 ksi F, = 21.9 ksi E = 10000 ksi Mallow = 7.45 k-in Rail Section Vallow = 6.38 k Rail Properties for Upward Loads Section Properties A = 0.41 int S = 0.25 in' I = 0.11 in Stresses Fb = 21.9 ksi F„ = 21.9 ksi E = 10000 ksi Mallow = 5.53 k-in SnapNrack Standard Rail Vallow = 4.16 k Keyed 6005 Alloy Notes 1) Rail section properties determined from test data. 2) Rail test date performed per guidelines of chapter 17 of the 2012 IBC. 3) This report is using 6005 alloy rails 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C41 of C64 Series 100 na N'Irack- PV panel Calculations&Component and Cladding Forces for r 6005 Alloy Rail W�d ''r 4 J Mean Roof Height 0 to 30 ft PV Panel Calculations for 39" x 65" Panel Connections Panel Dimensions 65"Long Panels Panel Width = 39.0 in Panel Length = 65.0 in Panel Weight = 70.4# Panel Area = 17.6 ft' Universal End Clamp Wind Loading ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C f Edge Distance(a) 4 Ft Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones .% 1,2,&3 Max -22.96 -30.71 -30.71 68.51 'S Min -76.21 1 -128.56 1 -197.85 1 12.64 \ �` 1) Roof slopes from 0' to 45' 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) Adjustable End Clamp X-Clamp Maximum Force at Mounting Bracket Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones1,2,&3 End Clamp -335 -566 -871 302 ",1 Int.Clamp -671 -1132 N/A 603 1) 4 brackets minimum per PV panel to rail connection 2) Only one corner of one PV panel may be located in zone 3 3) Zone 2 may have multiple panels located in this zone Mid Clamp 1 Mid Clamp 2 6005 Allov Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C42 of C64 Series 100 Snalr,,�II rack m PV panel Calculations&Component and Cladding Forces for 6005 Alloy Rail :� tlY1� ?al T!Eat I)gg m Mean Roof Height 0 to 30 ft PV Panel Calculations for 39" z 78" Panel Connections Panel Dimensions 78"Long Panels Panel Width = 39.0 in Panel Length = 78.0 in _ Panel Weight = 84.5 # Panel Area = 21.1 ft2 Wind Loading Universal End Clamp ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C Edge Distance(a) 4 Ft Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones 1,2,&3 Max -22.96 -30.71 -30.71 68.51 Min -76.21 -128.56 -197.85 12.64 - 1) Roof slopes from 0' to 45" `w 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) Adjustable End Clamp X-Clamp Maximum Force at Mounting Bracket Component and Cladding Zones Loading Zone 1 Zone 2 Zone 3 1,2,&3 End Clamps -402 -679 -1045 362 Int.Clamp -805 -1358 N/A 724 1) 4 brackets minimum per PV panel to rail connection 2) Only one corner of one PV panel maybe located in zone 3 3) Zone 2 may have multiple panels located in this zone 'f Mid Clamp 1 Mid Clamp 2 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C43 of C64 1 Series 100 S n a rack� Lag Bolt Design 2012 NDS for 6005 Alloy Rail Mean Roof Height 0 to 30 ft Lag Bolt Calculations for Roof Connection 6511 long Panel Bolt Connection to Roof Structure 65"Long Panels 2012 National Design Specifications Maximum Wind Uplift(psf)per Span Based On Lag Bolt 5116"Diameter Lag Bolt 2 112"min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Win Embedment length = 1.81 in 2 ft 62.7 62.7 62.7 125.4 Duration of Load = 1.6 wind 4 ft 31.3 31.3 31.3 62.7 Allowable Tension = 747.2# 6 ft 20.9 1 20.9 j 20.9 41.8 Allowable Uplift = 339.6 # 8 ft 15.7 15.7 1 15.7 31.3 Lag Bolt Calculations for Roof Connection 7811 long Panel Bolt Connection to Roof Structure 78"Long Panels 2012 National Design Specifications Maximum Wind Uplift(psf)per Span Based On Lag Bolt 5116"Diameter Lag Bolt 2 112"min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Win Embedment length = 1.81 in 2 ft 52.2 52.2 52.2 104.5 Duration of Load = 1.6 wind 4 ft 26.1 26.1 26.1 52.2 Allowable Tension = 747.2 # 6 ft 17.4 17.4 17.4 34.8 Allowable Uplift = 339.6# 8 ft 13.1 13.1 13.1 26.1 ALLOWABLE .� UPLIFT I VA M+ r- .75" 1.5" 1.25" ALLOWABLE TENSION STANDOFF OR L-FOOT BASE Notes 1) Only one corner of one PV panel maybe located in zone 3E 6005 Allov Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C44 of C64 r � Series 100 S nalP�°� ra C k- Rail Spans per ASCE 7-10 Loads -, Tilt Angle 0 to 19 degrees for 6005 Alloy Rail s l" Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6,7 and Lag Bolt Tension Values Tilt Angle 0 to 19 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Ps P, -10.7 -11.7 -12.7 -13.8 -14.9 -16.1 -17.3 -18.6 -19.9 -21.2 -22.6 -25.5 -28.6 -31.9 0 0 140 132 125 119 114 109 104 100 96 93 89 84 79 74 10 8 137 132 125 119 114 109 104 100 96 93, 89 84 79 74 a 20 15 106 106 106 106 106 106 104 100 96 93 89 84e 79 74 30 23 90 90 90 90 90 90 90 90 90- 90 89 84 79 74 0 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79- 74 3 Cn 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 1 48 48 48 48 48 48 48 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(LrorSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.699+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C45 of C64 ti Series 100 _ f �� nc� ra� Rail Spans per ASCE 7-10 Loads �,� z ,� Tilt Angle 19 to 37 degrees for 6005 Alloy Rail r1�`'� ,,Vk D�� iU n s! la rn s Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 20 to 36 Degrees Wind Load Vult 110 115 120 125 130 135 1 140 145 1 150 155 160 170 180 190 9n 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg 'P5 -7.0 -7.6 -8.3 -9.0 -9.7 -10.5 -11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8 0 0 144 144 144 144 144 141 135 129 124 119 114 107 100 94 10 8 134 133 132 130 129 128 127- 125 124" 119 114 107 100 94 3 20 15 106 106 106 106 106 106 106 , 105 105 104 103 101 100 94 0 30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88 3 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 0 rn 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 ,72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 1 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 1 52 1 52 52 1 52 52 52 120 92 48 48 48 48 48 48 48 48 1 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2 4 Allowable Stress Design. 1. D 2. D+ L 3. D+(Lr orSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C46 of C64 K Series 100 S n, ra c:k- Rail Spans per ASCE 7-10 Loads Tilt Angle 37 to 45 degrees for 6005 Alloy Rail , RTJ Utl`1 -01 gyztem m�; Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 37 to 45 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160, 170 180 190 9n 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Ps PS -6.7 -7.3 -7.9 -8.6 -9.3 -10.0 -10.8 -11.6 -12.4 -13.2 -14.1 -15.9 -17.8 -19.9 0 0 144 144 144 144 144 144 139 133 127 122 118 109 102 96 10 8 134 133 132 130 129 128 127 125 124 122 118 109 102 96 a 20 15 106 106 106 106 106 106 106 105 .105 104 103 101 100 96, 0 30 23 90 90 90- 90 90 90 90 90 90 90 90 90 89 88 '4 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 3 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 On 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 1 58 1 58 1 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 1 52 52 52 52 52 120 92 48 48 48 48 1 48 48 48 48 48 1 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(Er orSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.699+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.755 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C47 of C64 7 Series 100 '] r(lCk-ansP PRail S er ASCE 7-10 LoadsSnap,,f,, r Tilt Angle 45 to 60 degrees for 6005 Alloy Rail V RjI a hl-i n g Sys- m s Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angles 46 to 60 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Ps Ps -6.3 -6.9 -7.6 -8.2 -8.9 -9.6 -10.3 -11.0 -11.8 -12.6 -13.4 -15.2 -17.0 -18.9 0 0 144 -144 144 144 142 139 135 132 129 126 121 113 1057 99 10 8 128 126 124 123 121 f20 118 116, 115 113 112 109 105 99 3 20 15 106 106 105 104 103 102 101 100 99 98 97 95 93 91 0 30 23 90 90 90 90 90 90 90 89 88 88 87 85 84 82 40 31 79 79 79 79 79 79 79 79 79 79 79 78 77 76 3 0 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 71 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 -58 58 58 58 58 58 58 58 58 58 58 58 100 77 1 52 52 52 52 52 52 52 1 52 52 52 52 52 52 52 120 92 1 48 48 48 t 48 48 48 48 1 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(LrorSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C48 of C64 Series 100 SnapNrack- Wind Design ASCE 7-10 Main Force Resisting System 6005 Alloy Rail rRv �jq a ori h Gj l n g Systenis Mean Roof Height 30 to 60 ft Velocity Pressure 28.3.2 ASCE 7-10 Risk Category: H(Table 1.5-2) %=qh=0.00256 kZ k t kd V2 Wind Exposure Category C kZ = 1.13 Velocity Pressure Exposure Coefficients(Table 26.8-1) Kn = 1.00 Topographic Factor(Fig.26.8-1) Kd = 0.85 Wind Directionality Factor(Table 26.6-1) Velocity Pressures Wind Speed 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 29.75 32.52 35.41 38.42 41.56 44.81 48.19 51.70 55.32 59.07 62.95 71.06 79.67 88.77 ASD(0.6W) 17.85 19.51 21.24 23.05 24.93 26.89 28.92 31.02 33.19 35.44 37.77 42.64 47.80 53.26 P=qh [GCpf'GCpi qh = Velocity Pressure(psf) GCpj = +/-Internal Pressure Coefficient GCpf = External Pressure Coefficient GC f Roof Zones Fig 28.4-1 ASCE 7-10 Notes Pitch Slope Zone 2 Zone 3 Zone 2E Zone 3E 1) GCpi equal+-0.10 based on published datafrom the Solar 0/12 0.0 -0.69 -0.37 -1.07 -0.53 America Board for Codes and 1/12 4.8 -0.69 -0.37 -1.07 -0.53 Standards. 2/12 9.5 -0.69 -0.40 -1.07 -0.53 2) Wind Exposure B and C covered in this document. 3/12 14.0 -0.69 -0.44 -1.07 -0.53 4/12 18.4 -0.69 -0.47 -1.07 -0.54 5/12 22.6 -0.45 -0.35 -0.72 -0.65 6/12, 26.6 -0.10 -0.15 -0.19 -0.58 7/12 30.3 0.21 -0.43 0.27 -0.53 8/12 33.7 0.21 -0.43 0.27 -0.53 9/12 36.9 0.21 -0.43 0.27 -0.53 10/12 39.8 0.21 -0.43 0.27 -0.53 11/12 42.5 0.21 -0.43 0.27 -0.53 12/12 45.0 0.21 -0.43 0.27 -0.53 21/12 60.0 0.32 -0.41 0.40 -0.51 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C49 of C64 a I Series 100 Sna \;;� rack- Wind Design ASCE 7-10 Main Force Resisting System 6005 Alloy Rail Mean Roof Height 30 to 60 ft C c i 1- 1-0� ""'•. CIL rte •.•,L< E. auw�n• 'r ocx� e e �-+ •"ti..., ref. 4..1. _ ���_ ti9'h 6 y'tf M r A °hNYR+ A Transverse'Direction C •e jrE• , ."s'a27E�.•r!"1 � ., �! 8rcb3BuYC.0 :t��;.'= ;4J tat, =1211 •'•„.;'.'�����',[,_� Iso —_•_ i;� "� "<.., p r' ' i'13 d- •�f J i Ct�+aty. '� ,cep .. -, .1 - t• ' ts., '�a - Ste- r., "-� •1cj as l_ d•�s } - cam' 'D�� _ 4 Lvn:7w�sa- {i "� •'.•... � � �\L�`..�;�^ D Gam, 1� d• _ 'stE.. � . Longitudinal Direction Zone Locations Main Force Resisting Systems ASCE 7-10 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C50 of C64 Series 100 Snapt\4.rack- Wind Design ASCE 7-10 Components and Cladding Walls 6005 Alloy Rail P Mean Roof Height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P 9n GCP-GCP. 9h = Velocity Pressure(psf) = I l GCP, = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient 10 ,500 •1:4- a _ V d7 � 4 Y O v 0.4 S C —0.2 0 [L +0.4 E GC Walls (Fig.30.4-1) +1.0 X1:0 Slope in DegreesZone 4 Zone 5 Zone 4&5 lU +t,2 10 20 50'10D 200° 5001000' 0 to 10 -1.00 -1.27 0.91 {0'1) ;{0.9) {19) (4.q (93)"[18.6} (4x(49) 10 to 45 -1.10 -1.39 -1.00 ctive Wind Area;ft2 EffeI )' Notes 1) Roofslopesfrom 0" to 45° 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PV panel 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C51 of C64 Series 100 Snap�i-�,,,,,,,,� rackr­ Wind Desig n ASCE 7-10 Components and Cladding Roof 0 to 7 degrees for 6005 Alloy Rail Mean Roof Height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P 9n GCP-GCpI c1, = Velocity Pressure(psf) = [ 1 GCP, _ +/-Internal Pressure Coefficient GCP = External Pressure Coefficient iq tao _-�2 4 20 a Roof 2a zi -?A42 1 LLLI 1 I -020 1 4 I -� •t J 3 �, � -9.a 9 l •as -4,p 0 4 V' 1.4 4 9 m Oil (1) oa I 1 m -OA L I L AAM 1 �.02 I Ia P I ' l 1 4 10�20 50-100-200` 5001DOD . - (0.41' 1051-(1� (7•�l-Cg�l(33b1 (d5.+`•1�1 Effective Wind Area;tt?'(irk j GC Roofs Fig.30.4-2A Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 0 to 7 -0.99 -1.71 -2.59 1 0.29 Notes 1) Roof slopes from 0" to 45° 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PV panel 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C52 of C64 Series 100 S n�P •���.� r�a k- Wind Design ASCE 7-10 Components and Cladding Roof �� 7 to 27 degrees for 6005 Alloy Rail PV R@ 0 U h,Nn- to 0M. Mean Roof Height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 qh = Velocity Pressure(psf) P=qh [GCp-GCp;] GCP, = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient tat .P 1 d ! 1 2 1 Y 1 1 - 1. ••� � Y 1 1 { n Y 1 1 I I •fah y n 1 1 { :4 � ♦ -•vim 1 '1 i 1'.8° ♦2 Y 1 1 1 ` �•• .i'- ----L.--.J.-.,-..aim. b •� Z t#I 1 . Ir GC Roofs Fig.30.4-2B 1; 10 tt?0 Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 .` 3 o -24 7 to 27 -0.89 -1.64 -2.53 0.48 zoAD C- •19 �. � dA Notes �` 'as i 'u 1) Roof slopes from 0' to 45" >a an ��• ae 2) Wind loading from 110 mph to 190 mph 3-s Gust. a 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) D • o, 4) Based on an area equal to the maximum area of one 39"x 78"PVpanel +o� 1 10 20 50'106200. WD100D' .Int) •In91ItDJ' N.�°l�'Jt«°)°N�ll�%^ Sffeccil"Wind Area,ft (W) 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C53 of C64 Series 100 S n adp� 1,8' raek- Wind Design ASCE 7-10 Components and Cladding Roof _ 27 to 45 degrees for 6005 Alloy Rail ` t( �`!���)1),��{ �' �� `�'' 'U"i(1 Mean Roof Height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P=qh L ff GCp"GCpl c1h = Velocity Pressure(psf) GCP, = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient a IT a g/ 'ate,- 1 P P 1 1 a 1 1 = •�� �`r & !- -a, tl 1 1 I 1 a w� ; 1 1 112 0 1 I 1 P 1 1 1 --------L----�---� =b�• C , : 9 a v 10 100 GC Roofs Fig.30.4-2C 1'6 Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 v :0 z a RGdf � 27 to 45 -0.98 -1.18 -1.18 0.89 -Ox Notes 0 1) Roofslopesfrom 0" to 45" .aa 2) Wind loading from 110 mph to 190 mph 3-s Gust. ,aa t z 3 +as 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 1 10 20 50 100 200 5901090 4) Based on an area equal to the maximum area of one 10.1) (15J{19j [40j p j ltllOJ (r�5]{4g3 39"x 78"PV panel Eff Wwe Mnd Area,ftz{fl? 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C54 of C64 U Series 100 Sna I ��j ��c k- Seismic Design ASCE 7-10 Chapter 11 and 13 w ■- o g 6005 Alloy Rail P /r "�u U it Ju'i g 2`�,�°�tc'm c� Mean Roof Height 30 to 60 ft ASCE 7-10 Seismic Design Section 13.6.9 Site Classification D Default"D" Seismic Use Group II Table 11.5-1 Rp = 2.5 Input from Table 13.6-1 ASCE 7-10 Ap = 1.0 Input from Table 13.6-1 ASCE 7-10 Ip = 1.0 Input from Table 11.5-1 ASCE 7-10 SS = 3.0 Input from USGS Program S, = 1.5 Input from USGS Program Fa = 1.0 Site Coefficient Table 11.4-1 FI, = 1.5 Site Coefficient Table 11.4-2 51115 = 3.0 ASCE 7-10 Section 11.4.3 S, = 2.3 ASCE 7-10 Section 11.4.3 Sd5 = 2.0 ASCE 7-10 Section 11.4.3 Sd1 = 1.5 ASCE 7-10 Section 11.4.3 z = 60.5 Height at point of Attachment(ft.) h = 60.0 Average Roof Height of Structure(ft.) FP = 0.97 Wp (Eq.13.3.1) Fp nmx = 3.20 Wp Fp _ 0.4 ap SDs Wp (1+2 z Fp mm = 0.60 Wp ( Rp ) h Ip Use Fp = 0.97 Wp (Eq.13.3.2) Fp=1.6 SDs Ip Wp Max (Eq.13.3.3) Fp=0.3 SDs Ip Wp Min Vertical Accelerations 0.20(Sas)Wp Notes 1) Based on an average deal load of 4 psf the anticipated maximum seismic load is approximately 4 psf with a vertical accelerations of 1.6 psf wind loads govern the design of the PV system. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C55 of C64 1. i Series 100 SnapNrack- Snow Loads ASCE 7-10 Chapter 7 6005 Alloy Rail P ;'11Vbi it L '. i,�'i t�,`�j��I f Sn a o is a il`iJ`R s Mean Roof Height 30 to 60 ft ASCE 7-10 Snow Loads Chapter 7 Snow Load Chart Pf—_0•7 Ce Ct I Pg Ground Snow Pg Flat Roof Pf Sloped Roof PS Sloped Roof PS Ps=Cs Pf Slope<9/12 Slope 9/12 to 12/12 10 psf 8 8 8 20 psf 15 15 15 30 psf 23 23 23 40 psf 31 31 31 50 psf 39 39 39 60 psf 46 46 46 70 psf 54 54 54 80 psf 62 62 62 100 psf 77 77 77 120 psf 92 92 92 3 4 '6 6 12 on on on an an 12 12 12 12 12 Calculations for Snow Loads Chapter 7 �f 37.5° Ce = 1.00 Exposure Factor(Section 7.3.1) C, = 1.10 Thermal Factor(Section 73.2) I = 1.00 importance Factor(Section 7.3 3) \ All Other Surtaces Unobstructed \ Slippery,Surfaces 0 30° 600 90° Roof Slope 7-2b:Cold roofs with C,=1.1 6005 Alloy Rail NSSE 5022 Sunnse Boulevard Fair Oaks CA 95628(916)536-9585 Page C56 of C64 Series 100 Sna Irack Rail Properties for 6005 Alloy Rail F-1v '��Tou fd n si aS ys e m Mean Roof Height 30 to 60 ft Rail Properties for Downward Loads Section Properties A = 0.63 int S = 0.34 in' I = 0.46 in' Stresses N Fb = 21.9 ksi F, = 21.9 ksi E = 10000 ksi Mallow = 7.45 k-in Rail Section Vallow = 6.38 k Rail Properties for Upward Loads Section Properties A = 0.41 inz S = 0.25 ln3 I = 0.11 in4 Stresses Fb = 21.9 ksi Fv = 21.9 ksi E = 10000 ksi Mallow = 5.53 k-in SnapNrack Standard Rail Vallow = 4.16 k Keyed 6005 Alloy Notes 1) Rail section properties determined from test data. 2) Rail test date performed per guidelines of chapter 17 of the 2012 IBC. 3) This report is using 6005 alloy rails 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C57 of C64 r " � Series 100 S n a ra c kr- PV panel Calculations&Component and Cladding Forces for _ 6005 Alloy Rail �J'' Mean Roof Height 30 to 60 ft PV Panel Calculations for 39" x 65" Panel Connections Panel Dimensions 65"Long Panels Panel Width = 39.0 in Panel Length = 65.0 in 1' Panel Weight = 70.4# Panel Area = 17.6 $z Universal End Clamp Wind Loading ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C Edge Distance(a) 4 Ft Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones 1,2,&3 Max -26.48 -35.41 -35.41 79.00 k Min -87.88 -148.24 -228.13 14.58 1) Roof slopes from 0° to 45 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=4 ft based on a 40 ft least width or depth and a Adjustable End Clamp X-Clamp mean roof height less than 60 ft. Maximum Force at Mounting Bracket Component and Cladding Zones Loading Zone 1 Zone 2 Zone 3 1,Zoo&3 End Clamp -387 -652 -1004 348 Int.Clamp -774 -1305 N/A 695 �. 1) 4 brackets minimum per PV panel to rail connection 2) Only one corner of one PV panel may be located in zone 3 • �,. 3) Zone 2 may have multiple panels located in this zone Mid Clamp 1 Mid Clamp 2 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C58 of C64 Series 100 Sn,aPFr\,\I,,1,rack- PV panel Calculations&Component and Cladding Forces for 6005 Alloy Rail '%AkaUlT� gn � tamz Mean Roof Height 30 to 60 ft PV Panel Calculations for 39" g 78" Panel Connections Panel Dimensions 78"Long Panels Panel Width = 39.0 in Panel Length = 78.0 in Panel Weight = 84.5 # -- Panel Area = 21.1 ftZ 71 Wind Loading Universal End Clamp ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C ��-- Edge Distance(a) 4 Ft -��- Component and Cladding LoadingZone 1 Zone 2 Zone 3 Zones 1,2,&3 Max -26.48 -35.41 -35.41 79.00 Min -87.88 -148.24 -228.13 14.58 1) Roof slopes from 0' to 45" 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=4 ft based on a 40 ft least width or depth and a mean roof height less than 60 ft. Adjustable End Clamp X-Clamp Maximum Force at Mounting Bracket Component and Cladding 4' Loading Zone 1 Zone 2 Zone 3 Zones 1,2,&3 End Clamps -464 -783 -1205 417 t Int.Clamp -928 -1566 N/A 834 1) 4 brackets minimum per PV panel to rail connection 2) Only one corner of one PV panel may be located in zone 3 �\ f� 3) Zone 2 may have multiple panels located in this zone ✓. Mid Clamp 1 Mid Clamp 2 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C59 of C64 Series 100 1` S n a ra c Lag Bolt Design 2012 NDS for 6005 Alloy Rail P-IJ Mean Roof Height 30 to 60 ft Lag Bolt Calculations for Roof Connection 65" long Panel Bolt Connection to Roof Structure 65"Long Panels 2012 National Design Specifications Maximum Wind Uplift(psi)per Span Based On Lag Bolt 5/16"Diameter Lag Bolt 2 112"min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Nin Embedment length = 1.81 in 2 ft 62.7 62.7 62.7 125.4 Duration of Load = 1.6 wind 4 ft 31.3 31.3 31.3 62.7 Allowable Tension = 747.2 # 6 ft 20.9 20.9 20.9 41.8 Allowable Uplift = 339.6# 8 ft 15.7 15.7 15.7 31.3 Lag Bolt Calculations for Roof Connection 78" long Panel Boit Connection to Roof Structure 78"Long Panels 2012 National Design Specifications Maximum Wind Uplift(psf)per Span Based On Lag Bolt 5/16"Diameter Lag Bolt 2 112"min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Win Embedment length = 1.81 in 2 ft 52.2 52.2 52.2 104.5 Duration of Load = 1.6 wind 4 ft 26.1 26.1 26.1 52.2 Allowable Tension = 747.21 6 ft 17.4 17.4 17.4 34.8 Allowable Uplift = 339.6# 8 ft 13.1 13.1 13.1 26.1 ALLOWABLE ` UPLIFTI VA VA _ M+ .75" 1.5" 1.25" AT TENSION STANDOFF OR L-FOOT BASE f!;':' / `" Notes 1) Only one corner of one PV panel may be located in zone 3E 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C60 of C64 Series 100 Snap ��,,�� rC1C-kRail Spans per ASCE 7-10 Loads +� Tilt Angle 0 to 19 degrees for 6005 Alloy Rail PV � U���M O m� cgms Mean Roof Height 30 to 60 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6,7 and Lag Bolt Tension Values Tilt Angle 0 to 19 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 P9 P9 -12.3 -13.5 -14.7 -15.9 -17.2 -18.6 -20.0 -21.4 -22.9 -24.5 -26.1 -29.4 -33.0 -36.7 0 0 128 121 115 109 105 100 96 92 89 86 83 77 73 69 10 8 128 121 115 109 105 100 96 92 89 86 83 .77 73 69 a 20 15 106" 106 106 106 105 100 96 92 89 86 83 77 73 69 Cc 30 23 90 90 90 90 90 90 90 90 89 86 83 77 73 69 0 40 31 79 79 _ 79 79 79 79 79 79 79 79 79 77 73 69 3 0 50 39 72 72 72 72 72 72 72 72, 72 72 72 72 72 69 60 46 66 66 66 66 66 66 66 66 66 66 66 , 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 1 48 48 48 48 48 48 1 48 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(LrorSorR) 4. D+0.75L+0.75(LrorSorR) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.699+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C61 of C64 Series 100 ��°� � S na � �� rack Rail Spans per ASCE 7-10 Loads _ . Tilt Angle 19 to 37 degrees for 6005 Alloy Rail G�V [,N au hu n SYSIO-Mis Mean Roof Height 30 to 60 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 20 to 36 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 Pg P, -8.0 -8.8 -9.6 -10.4 -11.2 -12.1 -13.0 -14.0 -14.9 -16.0 -17.0 -19.2 -21.5 -24.0 0 0 144 144 144 142 135 129 123 118 114 109 105 98 92 87 10 8 132 131 129 128 127 125 123 1.18 114 109 105 98 .92 87 20 15 106 106 106 106 106 105 -, 105 104 103 102 101 98 92 87 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86 0 '4 40 ' 31 79 79 79 79 79 79 79 79 79 79 79 79 79- 79 a _ 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 .72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 1 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 1 48 48 48 48 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(Er orSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0AD+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C62 of C64 Series 100 S naP �� r_a, c k- Rail Spans er ASCE 7-10 Loads Tilt Angle 37 to 45 degrees for 6005 Alloy Rail - �,4 '-� U � ! �: ' � ' Mean Roof Height 30 to 60 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 37 to 45 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 P8 Ps -7.7 -8.4 -9.1 -9.9 -10.7 -11.6 -12.4 -13.3 -14.3 -15.2 -16.2 -18.3 -20.6 -22.9 0 0 144 144 144 144 139 133 127 122 117 112 108 101 94 89 10 8 132 '131 129 128 127 125 124 122 117 112 108 101 94 89 a 20 15 106 106 106 106 106 105 105 104 103 102 101 99 94 89 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86 0 3 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 0 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 1 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 1 48 48 48 48 48 48 48 1 48 1 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(Er orSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0 75L) 6a. D+0.75L+0.75(0.6Y17+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.755 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C63 of C64 [�\,J,', Series 100 Sna ra c Rail Spans per ASCE 7-10 Loads r ■ ,.a Tilt Angle 45 to 60 degrees for 6005 Alloy Rail J li'L�G ''w v�' �� !i t y j;,,U. r'S Mean Roof Leight 30 to 60 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angles 46 to 60 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 PB PS -7.3 -8.0 -8.7 -9.5 -10.2 -11.0 -11.9 -12.7 -13.6 -14.5 -15.5 -17.5 -19.6 -21.8 0 0 144 144 143 139 136 '132 129 125 120 115 111 104 97 91 10 8 125 123 122 120 118 116 115 113 -111 110 108 104 97 91 a 20 15 105 104 103 102 101 100 99 98 97 96 95 92 90 88 0 30 23 90 90 90 90 90 89 88 87 87 86 85 83 82 80 3 40 31 79 79 79 79 79 79 79 79 79 79 78 77 76 74 50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 65 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 1 52 52 52 52 120 92 48 48 48 48 1 48 48 48 48 48 48 1 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified to chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS 2) Basic Load Combinationsfrom ASCE 7-10 Section 2.4 Allowable Stress Design 1. D 2. D+ L 3. D+(Lr orSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0 75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C64 of C64 Series 100 Snapf4,ra ck Structural Report and Calculations 'it Ji LgU1,�s I s tern Appendix A: ASCE-2010 to 2005 conversion sheet The 100 Series report's results have been calculated according to the ASCE-2010 guidelines. If the results would rather be examined in terms of the ASCE-2005 codes,the following conversions must be applied for the two codes' results to be of equivalence. This appendix also applies for converting to different years for IBC codes. For 2006 and 2009 IBC,use the ASCE-2005 codes, and for the 2012 IBC,use the ASCE-2010 codes. Factors specific to this report 1) The roof-mounted solar panels are in terms of Risk Category II 2) The importance factor for the ASCE-2005 code is I= 1.0 3) The ASCE-2010 code has no importance factor for the wind loads 4) The snow load's importance factor remains the same for both the 2005 and 2010 codes 5) Thus,calculations that utilize wind loads are the ONLY ones that need conversions Velocity Equivalence (mph) V3-sec ASCE-2005 Vuit. ASCE-20,10 85 110 90 115 100 120 110 130 120 140 130 150 140 160 150 170 160 180 170 190 180 200 190 210 The following velocities listed in the graph refer to some V2005 being equal to some V2010. In other words,use the following velocities in accordance with either ASCE-2005 or ASCE-2010. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page Al REVISION SNAPNRACK SERIES 100 ON FLASHED L-FEET FLASHED L-FEET ARE OPTIMIZED FOR QUICK — AND ROBUST INSTALLATION ON STANDARD — COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED EEIIIIM®® SNAPNRACK STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS❑ ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL® ����n n���n MAINSTREAM ENERGY CORP DESIGNER G McPheeters SCALE ® PART NUMBER DESCRIPTION REV ��Jn\�IJ� �llflUln m—op o„s��m. wiso— wa,�m SERIES 100 OVERVIEW,ON FLASHED ec�,a:aa,o�.F,�, ,��,�, DRAFTER D Ryan 5100 D01 F pv GYAIOO ufflim�J ovAPPROVED BY�a � Ma DATE ® L-FEET r_ 1p s SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION: NOTES: — –STANDARD LAG BOLT SPEC ASSUMES —_ 5/16"LAG BOLTS WITH 2.5" — EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS –TORQUE ALL-j" HARDWARE TO THE FOLLOWING: ROOF RAFTERS OR –SILVER S.S. 10-16 FT–LBS STRUCTURAL MEMBERS –BLACK S.S. 7-9 FT–LBS RAIL CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE ®DOWNSLOPE) –FOR UNEVEN ROOF SURFACES, USE SNAPNRACK MODULE MID CLAMPS MODULE OVERHANG UP TO TWO LEVELING SPACERS PER L FOOT OR STANDOFF. SEE DRAWING // (NOT TO EXCEED 301:1 "STANDARD RAIL LEVELING" FOR / // OR MANUFACTURER'S DETAILS AND LIMITATIONS /// / / RECOMMENDATIONS) MODULE OVERHANG STANDOFFS ARE BOLTED INTO ROOF RAFTERS OR f(/ // /// / STRUCTURAL MEMBER L "RAIL SPAN" DISTANCE BETWEEN ROOF ATTACHMENTS LJ/ F.F / ii// "RAIL END OEERHANQ'(NOT TO EXCEED ® OF ACCEPTABLE RAIL SPAN) ����n n���n MAINSTREAM ENERGY CORP. DESIGNER G McPheeters SCALE* DNS PART NUMBER, DESCRIPTION: REV �lJn\V�� IIUNP sF��op of s���m..s„f�sa��w�,��, �eaz�,o ��m, DRAFTER D Ryan S100 D05 SERIES 100 TYPICAL LAYOUT PV N@uffl o mea m a APPROVED BY. DATE 120113 NOTES: REVISION: -5/16" LAG BOLTS MUST EMBED 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT —_ -TORQUE ALL 5/16" HARDWARE TO ON TOP OF FLASHING — SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVERS.S. 10-16 FT-LBS CAN BE MOUNTED IN S.S. FLANGE NUT -BLACK S.S. 7-9 FT-LBS STEP 2: SLIP FLASHING OVER ANY ORIENTATION -RAILS CAN MOUNT TO EITHER SIDE L FOOT BASE AND UNDER ROW 3j X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER ` OS.S. LAG SCREW ® WITH FLAT WASHER SNAPNRACK 2.5"MINIMUM EMBEDMENT STANDARD RAIL IS STANDARD SNAPNRACK COMPOSITION ROOF FLASHING STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. O ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. ����n n���n "MAINSTREAM ENERGY CORPgp DESIGNER G McPheeters SCALE* DNS PART NUMBER DESCRIPTION REV ��Jn\��J� �Ilf/ll� P���E,�,"gyros F , ,"�,� DRAFTER D Ryan DAA S100 PEN D01 PEN DETAIL 01RAFTERRED L FOOT TO F Py NOO ufflno ft a.. APPROVED BY 120113 h_.