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HomeMy WebLinkAbout37568-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 2/5/2013 CERTIFICATE OF OCCUPANCY No: 36131 Date: 2/5/2013 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: SOLAR PANEL 9562 N Bayview Rd, Southold, Sec/Block/Lot: 88.-2-19 Filed Map No. conforms substantially to the Application for Building Permit heretofore 10/1/2012 pursuant to which Building Permit No. 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 panel system on an existing one family dwelling as applied for. Lot No. filed in this officed dated 37568 dated 10/10/2012 The certificate is issued to Bazata, Martin & Bazata, Nadine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 3768 8 12/20/12 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37568 Permission is hereby granted to: Bazata, Martin & Bazata, Nadine Date: 10/10/2012 9562 N Bayview Rd Southold, NY 11971 To: install an electric solar panel system to an existing single family dwelling as applied for At premises located at: 9562 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot # 88.-2-19 Pursuant to application dated To expire on _:4_/1~/2014. Fees: 101112012 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $50.00 $50.00 $100.00 Building Inspector 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 maweY of property with accurate location of all buildings, property lines, streets, and unusual naturat or togographic features. 2. Final Approval from Health D~pt. ofwatar supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board 0f 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, stx~ts, building and unusual natural or topographic features. 2. A properly ccOmpleted 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. Certifica[e 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 New Construction: Location of Property: qS(O House No. Owner or Owners of Property: ~'~O, CD~--t ~N Suffolk County Tax Map No 1000, 8~tion Su~i~sion Pe~tNo. ~7~ H~I~ ~t. App~l: Pla~ing Board Approval: R~uest for: Tem~ Cenifieate rec Sub,nitted: $ 60 *~/~-- v/' , , Old or Pre-existing Building:_ (check one) Street Hamlet Filed Map. Lot: of Permit./0 ~ lO ~ / 2~- Applicant: ~O¢t~1C Date Underwriters Approval: Final Certificate: ~/' (check one) '~pplicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 l) 765-9502 ro.qer r chert~town.southold.n¥.us BUILDING DEPARTMENT TOWN O1* SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Martin & Nadine Bazata Address: 9562 North Bayview Rd City: Southold St: NY Zip: 11971 Building Permit #: 37568 Section: 88 Block: 2 Lot: 1c. WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3,ontractor: DBA: Green Logic License No: 43858-me SITE DETAILS Office Use Only Residential [~ Ind°°r t~ Basement [~ Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures II HID Fixtures r~ Wall Fixtures I I Smoke Detectors r~ Recessed Fixturesl I CO Detectors Fluorescent Fixture~,~ Pumps Emergency Fixture Time Clocks Exit Fixtures ~ TVSS PHOTOVOLTAIC SYSTEM, 7194 watts, to include 22 Sun Power panels, 1 -Sun Pov~r 4000, and 1 -Sun Power 3000 inverter Notes: Inspector Signature: Date: Dec 20 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] ELECTRICAL (ROUGH) REMARKS: DATE /~-/~' //~ INSPECTOR ~7' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ~] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~]~ELECTRICAL (FINAL) REMARKS: DATE INSPECTO~~~=~ Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www. pacificoengineering.com Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 engineer@pacificoengineering.com Janua~ 3,2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Martin and Nadine Bazata 9562 North Bayview Road Southold, NY 11971 Section: 88 Block: 2 Lot: 19 I have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer 04744306 FEB - 4 2013 BI DG DEP'F January 31,2013 The Town of Southold Building Department 54375 Route 25 P.O. 8ox 1179 Southold, NY 11971 Re: Building Permit No. 37568 Martin and Nadine Bazata 9562 North Bayview Road Southold, NY 11971 To the Building Inspector: Enclosed please find the Engineer's Certification Letter for Martin and Nadine 8azata's solar electric system, which we installed at 9562 North Bayview Rd., 5outhold. Please arrange to send them the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, Barbara Casciotta Account Manager Barbara ~)GreenLogic.com 631-771-5152 Ext. 117 (;RI: F-NLOGIC, L~C · www G¢~,erll ogle coil Tel: 877771.4330 Fax: 877.771.4320 SOUTHAMPTON 425 Cour/ty Rd. 39A SouthampLon, NY 11968 ROSLYN HEIGHTS 200 S Service Rd., #108 Rosylr~ Heights, NY ]1577 TOWN'OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined Approved ] 0/ ] ~)20 Disapproved a/c Expiration 't.~[t] ,20]p PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Mail to: tnt2~ C.~.~OI Pt Phone: ~O:a~l'q''] I- ~1 ~"~- Braiding Inspector APPLICATION FOR BUILDING PERMIT Date ql ~"-] INSTRUCTIONS ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. 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. '~S~]hature of applicant or name, if a corporation) Cnon,Lu ¢d. g,'gu; t l 6,g "~ (Mailing' address of applicant) ~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applican, t is a corpor~ion, signature of duly authorized offico, r ~e and titlb of co,orate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License Location of land on which proposed work will be done: House Number Stredt Hamlet County Tax Map No. 1000 Section Subdivision Block ~ Lot Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~'~P~ t? ~C~Odf~ i ~ ~/ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building 4. 5. Repair Removal Demolition Estimated Cost ~ ~ ] 1~ 52 ,O O If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) Fee qSO (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear .Depth 10. Date of Purchase ~'~x/ /I [~ Name of Former Owner ~,~50-[[ ~-~[ocence 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ - / 13. Will lot be re-graded? YES NO -,/Will excess fill be removed from premises? YES NO__ 14. Names of Owner of premises~gS(2~/¥~0~',~.~)" Address 5,o,~'~, ~ Phone No. Name of Architect ~ ~ ~ Address ' " Phone No Name of Contractor ~'/feeh\c~Ut~.2- AddressqT/,%£coM~12d. ~qlq Phone No. (~ 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES__NO X/ * 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) COUNTY OF~Q ~\~c~)S: ~ e ~ (~ . ~/~ ~(- C e \(~ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0C)~, "~'- C C[ C'-~ (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 52 ~ day of ~f::~[o~ 201 ~-- Notary Public~A~ /~ignature of Applicant Town of Southold Erosion, Bed~. & S--~o~ff ASSI;$~_MEN? FOR~,~ ~R~iT LOCATION: 8.C.TJL ~ THE FOLLOW]NO ACTIONS MAY REQUIRE THE BUBMImtB~sJ OF J~ Item Number: (NOTE: A Chank Ma~k (,~) for each O~es~an is Required thr a Complete Application) Yea No Wilt this ProJec< Relaln All Storm-Walar Run-Off Ganemlad (This Item will In~ude all turnoff created by sl~e cleating and/or ¢onstmctio~ a~flvltlss as mi as all Site Impmvemante and the pem~lent creation of Irr~oe~lous sun'aces.) D°es the Site Plan mKI/or Survey Show All Proposed Dmirmge Slmc~ures ,ndicalthg Size & Location? '~is Item shall include ell Proposed Grade Changes and Slopes Controlling Sudace WaterFIowi WIll thla Project Requlm any Land Fillir~g, Gmd,ng or Ex.ration whem there is a ~ange ~ the N~, Exls~ng Glade Involving more than 200 Cubic Yards of Matef~ within any Pamei? Will Ibis Application Require Land Dislarbtng Al~Jv~es En~ompessfng an Area In Excess of Five Thousand (5,000) 8quam Fant of Ground Budace? Is there a Natural Water Course Running through is this Project withln the Truetnes Jurfsdic~ion or within One Hundred (100') feel of a WeUand or Beach? Will there be Site preparation on Existing Grade Slopes which Exc~l FUtesn (15) feet of Vedical Rise to One Hundmd (100') af Hmiza~tal Distance? Will Oriveways, Parking Areas or other Impervious Surfaces be Sloped Io Direct Sterm-Water Run-Off into and/or in the dlreofine of a Town right-of-way? any Item Within the Town Right-of-Way or Ro~d Shoulder Area? (This Item will NOT tnnlude the Installation of Driveway Aprons.) W~II 'hi, Project Require Site Prepare,on within the One Hundred (100) yeer Floodplain of erly Watercourse? I ~'~'~--7 / NOTE: If A~y Answer to Claestloas One through Nine la Anewered with a Check Mark In the Bex~ n Sfoml-Water, ._.Dm_ teage & Eroslen Control Plan Is Required end Meet be Submitted for Review PHor to I~suanou of Any Building EXEMPTIONt Yen No Does this I~ect meet the minimum standards for classi~ es. on AgdculbJml PmJeof? Note: If You Answered Yes fo this Question, · Btom~-Water, Grading, Drainage & Ercelon Control Plan i$ NOT Requiradl -~ STATE OF NEW YORK, ~r-, .............. ss ...................... (~* ~. ~ ~ ~,e~) .............. ~er ~or mp~dve of ~e Owner of O~s, ~d is duly au~o~d to peffom~ or have peffo~ed ~c s~d n~e ~d file ~is appli~fion; ~ ~1 s~men~ ~n~n~ in ~is appU~6on a~ ~e to ~e ~t offs ~o~ ~d ~li~ ~d ~t ~e wo~ ~11 ~ ~ffo~ in ~e m~ner set fo~ in ~e appli~fion ~ed he~. Sworn to ~fo~ me ~s; ~ ~ da ~ " ............................................... ...... ~ m~j~ ~t~}~2~? Y=* (s..~g'~'~ .......................... FORM . 06/07 1179 Bl~ft .f~llXlG DI~ARTMENT TOWN OF 8OUTHOLD APPLICATION FOR F! I=CTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: Date: (~cee~ Loq~c L-LC. ~O881~ i~FORMATION:. (fln~i~t~ ~ui~ info~fion) ~honeNo.: (n~l. ~a~ - l~ I T~.~p Dis~: · 1~0 . Se~on: ~. Block: ~ Lot: ~EF DESCRIPTION OF WO~ (Plea~ Print C~fly) (Please Circle All That Apply) *Is job ready for inspection: *Do-you r, cc-J a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase 3Phase YES/ Rough In Final ~'NewServlce: Re-formed' Underground Number of ldeters ChangeofService Additional Information: ..PAYMENT DUE WITH APPLICATION 100 150 200 300 350 I 400 Other Overhead t 82~est for Inspoddon Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 1197 D0959 Telephone (631 ) 765-1802 Fax (63 l) 765-9502 January 31,2013 Martin Bazata 9562 N. Bayview Rd Southold, NY 11971 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: **Note: An Architect or Engineer is required to certify that the installation was done according to NYS Building Code. __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) __ A fee of $50.00. __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37568 - Solar Panels CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MAI'FER 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such Endorsement(s). PRODUCER CONTACT.~uE: Brookhaven Agency, Inc. Brookhaven Agency, Inc. ~"~N~ ;..,(631) 941'4113 J ,;~c..o~: (631) 941.4405 P.O. Box 850 ADDRI;S~;"MAIL brookhaven .agency~verizon.net 150 Main Street PRODUCER East Setauket NY 11733 ~NSURER;S) AFFORDING COVERAGE NAIC # INSURED INSURER A: TOroS Specialty Insurance Co. Grennlogic, LLC ~NSURER S: Merchants Preferred Insurance Co. 425 County Road 39A, Suite 101 ~NSURER C: Commerce & Industry Insurance Co. Southampton, NY 11968 INSURER O: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ~,DDL IUBR POLICY EFF POUCY EXP GE~NE RAL lIABILITY EACH OCCURRENCE ~ 1,000,000 X COMMERCIAL GENERAL LIABILI"CI' X 50817AI21B 01/31112 01/31/13 PRFMIRF~DAMAGE TO RENTEDiF~,nn,~,rmn~l X I CLAIMS-MADE [] OCCUR MEDEXP(Anyoneperson) X~ XCU PERSONAL & A~v INJUEY S 1,0O0,(XX) X~ CONTRACTUAL LIAB GENERAL AGGREGATE x~ ~Y ^UTO CAPI043565 06/12/12 06/12/13 (E..~d~t) $1,000,000 $ X~ UMBRELLAUAB X~ OCCUR EACH OCCURRENCE F. XCESSUAS I I CLA~MS-M^De X 50817A121A 01131/12 01/31/13 AGGREGATE OFFICER/MEMBER EXCLUDED? ANY PROPRIETOPJPARTNER/EXECUTIVE~ Nt^ WC001602420 08/11111 08/11/12 E.L. EACH ACCIDENT CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD BUILDING DEPARTMENT 53095 ROUTE 25 SOUTHOLD, NY 11971 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE ~ ~ <NSZ~ © 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 203801194 GREENLOGIC LLC 425 COUNTY RD 39A SUITE 101 SOUTHAMPTON NY 11968 POLICYHOLDER CERTIFICATE HOLDER GREENLOGIC LLC TOWN OF SOUTHOLD 425 COUNTY RD 39A SUITE 101 BUILDING DEPARTMENT SOUTHAMPTON NY 11968 53096 ROUTE 25 $OUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE I 2226 371-9 203954 08/11/2012 TO 08/11/2013 9/12/2012 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2226 371-9 UNTIL 08/11/2013, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'$ REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 08/11/2013 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. NESIM ALBUKREK MARC CLEJAN THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYANDCONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. U-26.3 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:l/www.nysif.com/certJcertval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 196174675 Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEWYORK 11788 12/10/2007 SUFFOLK COUNTY DATE ISSUED: Master Electrician License No. 438.58.-ME This is to certify that ROBERT J SKYPALA GREENLOGIC LLC doing business as having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York. NOT VALID WITHOUT DEPARTMENTAL SEAL AND A' CURRENT COI~UMER AFFAIRS ID CARD Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 5/25/2006 No. 40227-II SUFFOLK COUNTY Home Improvement Contractor License This is to certify that MARC A CLEJAN doing business as GREEN LOGIC LLC having furnished the requirements sel forth in accordance with and subject to the provisiom of applicable laws, rules and regulations of the Counly of Suffolk, State of New York is hereby licensed to conduct business as a HOME ~o'r VAKm wrrltOuT DEPARTME,~rAL SEAL AND A CURREN~r CONSUblER AltYAIRS ID CARD IMPROVEMENT CONTRACTOR, in the County of Suffolk. SPR-3OOOm SPR-4OOOm 3500 W~ 208 V/ AC Power 3oo0 w 4000 W~ 240V AC Maximum Oulput Current (@ 208V, 240V) AC Nominal Voltage / Range H~J ~.I~'U~II--' / ~j~lt-------- 60 Hz / 59 3 Hz - 60 Hz / 59.3 Hz - AC 60,5 Hz 60,5 Hz Power Factor Peak In~r~r Efficiency 965% 968% CEe Weighted Efficiency 95.0 % o 208 v 95.8 ~o o 208 v 9~.8 ~o0 240v 96.0~o0 ~40v Recommended An-ay Input Power (DC ~, STC) DC Input voltage Range 3750 W 4375 W O 208 V 50OO WO 240V 200-5~O V O 208V 250 6OO V @ 208 VAC SPRm Efficiency Curves 75 7O % of Raled Output Power Mechanical Data Shipping Dimensions W x H x D (inches) 23.8' x 18.5' x 160~ Unit Dimensions W x H x D (inchesl 17.8" x 13.8" x 9.3' Inverter Weight ee lbs Shipping Weight 94 lbs Cooling Forced Air / Sealed Electronics Enclosure Enclosure NE/AA 3R Mounting Wall Mount Bracket Standard Ambient Tempumlure Range -13 to + 113 'F Peak Power Tracking Voltage DC Max. Input Currant DC voltage Ripple No. of Fused Siring Inputs Power Consumption: Slandby / Nighttime Fused DC Disconnect Eleclrical Oraunding Warranty 17A 18A Cef~Jc(l~ofl$ Warranty and Certifications IO yeor li~nited warran~ Compliance: IEEE 929, IEEE-1547, UL 1741-2005, UL 1998, FCC Part 15 A & B About SunPower Founded in 1985, SunPower Corp. (Nasdaq: SPWRA, SPWRB) designs, manufactures and delivers the planet's most poweri~ul solar technology broadly available today. Residential, business, government and utility customers rely on the company's experience and proven results to maximize return on investment. sunpowercorp.com requimmm~ over 9,5% 96% SunPowerTM 3000m and 4000m Inverters offer exceptional reliability and superior performance. Innovative design and advanced testing are combined to create a durable inverter for optimal system performance over the long term. Both models are backed by a standord '1 O-year warranty. S~R-3OOOm and SPR-4OOOm sunpowercorp.com 1-800-SUNPOWER Code-Compliant Installation Manual 809 Table of Contents i. Installer's Responsibilities ................................................................. 2 Part I. Procedure to Determine the Total Design Wind Load ...................................... 3 part II. Procedure to Select Rail Span and Rail 2~Jpe ............................................. 10 Part III. Installing SunFrame ............................................................... 14 --'UNIRAC Bright Thinking in Solar SunFrame VniracCode-CornpliantInstallationManual UNIRAC' Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified by the American Society of Civil Engineers and referenced in the International Building Code 2006. For purposes of this document, the values, equations and procedures used in this document reference ASCE 7-05, Minimum Design Loads for Buildings and Other Structures. Please refer to ASCE 7-05 if you have any questions about the definitions or procedures presented in this manual. Unirac uses Method 1, the Simplified Method, for calculating the Design Wind Load for pressures on components and cladding in this document. The method described in this document is valid for flush, no tilt, SunFrame Series applications on either roofs or walls. Flush is defined as panels parallel to the surface (or with no more than 3" difference between ends of assembly) with no more than 10" space between the roof surface, and the bottom of the PV panels. This method is not approved for open structure calculations. Applications of these procedures is subject to the following A$CE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determ/ning h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distribuwn 2. The building must be enclosed, not an open or partially enclosed structure, for example a carport. 3. The building is regular shaped with no unusual geometrical irregularity in spatial form, for example a geodesic dome. 4. The building is not in an extreme geographic location such as a narrow canyon or steep cliff. 5. The building has a flat or gable roof with a pitch less than 4S degrees or a hip roof wirh a pitch less than 27 degrees. 6. If your installation does not conform to these requirements please contact your local Unirac distributor, a local profassional engineer or Unirac If your installation is outside the United States or does not meet all of these limitations, consult a local professional engineer or your local building authority. Consult ASCE 7-05 for more clarification on the use of Method I. Lower design wind loads may be obtained by applying Method II from ASCE 7-05. Consult with a licensed engineer if you want to use Method II procedures. The equation for determining the Design Wind Load for components and cladding is: pnet (psD = AKzd pnet3O pnet (psf~ = Design Wind Load = adjustment factor for height and exposure category = Topographic Factor at mean roof height, h (ft) Importance Factor p~o (psp = net design wind pressure for Exposure B, at height --30, I--1 You will also need to know the following information: Basic Wind Speed = V (mph), the largest 3 second gust of wind in the last 50years. h (fi) = total roofheightforflat roof buildings or mean roof height for pitched roof buildings Effective WindArea (sf) : minimum total continuous area of modules being installed Roof Zone : the area of the roof you are installing the pv system according to Figure 2, page $. Roof Zone Setback Length = a (ft) Roof Pitch (degrees) Exposure Category [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be broken into steps that include looking up several values in different tables. Step 1: Determine Bo~sic Wind Speed, V (mph) Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installatian on the maps in Figure 1, page 4. Step 2: Determining Ftffective Wind Area Determine the smallest area of continuous modules you will be installing. This is the smallest area tributary (contributing load) to a support or to a simple-span of raft. That area is the Effective Wind Area. SunFrame UniracCode-CompliantInstallationManual UNIRAC' Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations accord/ng to your roof type, gable, hip or monoslope. Determine in which roof zone your pv system is located, Zone 1, 2, or 3 according to Figure 2. Figure 2. Endosed buildings, wall and roofs Flat Roof Hip Roof Gable Roof ( I~ _< 7*) Gable Roof (7' Interior Zones End Zones Roofs - Zone I/VVaUs - Zone 4 Roofs - Zone 2/VVafls - Zone 5 ~a~ Corner Zones Roofs - Zone 3 Step 4: Determine Net Design Wind Pressure, pnetso (psD Using the Effective Wind Area (Step 2), Roof Zone Location (Step 3), and Basic Wind Speed (Step 1), look up the appropriate Net Design Wind Pressure in Table 2, page 6. Use the Effective WindArea value in the table which is smaller than the value calculated in Step 2. If the installation is located on a roof ovethang, use Table 3, page 7. Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step I for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away f~om the surface. SunFrame VniracCode-CompliantlnstallationManual UNIRAC' Table 3. p.~o (psO Roof Overhang z,.~ I,o 90 I00 I10 120 I~0 140 150 170 2 I 0 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 ~ 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 ~ 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 ~ 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 ~ 3 I 0 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 - 123.4 o 3 20 -27.1 -33.5 -40.5 .48.3 -56.6 -65.7 -75.4 -96.8  3 50 - 17.3 -21.4 -25.9 -30.8 -36.1 -4 1.9 -48.1 .6 1.8 3 100 - 10.0 - 12.2 - 14.8 - 17.6 -20.6 -23.9 -27.4 -35.2 ~ 2 10 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 2 20 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 ~ 2 50 -27.2 -33.5 ~0.6 -48.3 -56.7 -65.7 -75.5 -96.9 ~ 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75,5 -96.9 ~o 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -I 10.6 -126.9 -163.0 e, 3 20 -41.2 -50.9 .61.6 -73.3 -86.0 -99.8 -I 14.5 -147.1 ~ -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 3 50 ~e 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -I 10.1 ~ 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 ~ 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 ~ 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 .63.8 -82.0 ~ 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 ~o i 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 ~ 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 ~ 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 ~ 3 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: /tSCF-ISEI 7-05, Minimum Design Loads for ~ildings ond Other Structures. Chapter 6, p. 44. Step S: Determine the Topographic Factor~ For the purposes of this code compliance document, the TopographicFactor, Kzt, is taken as equal to one (1), meaning, the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult A$CE 7-05, Section 6.5.7 and the local building authority to determine the Topographic Factor. Step 6: Determine Exposure Category lB, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The A$CE/SEI 7-05' defines wind exposure categories as follows: z~osu~ n is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. nx~osu~B c has open terrain with scattered obstruc- tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all water surfaces in hurricane prone regions. ~x~osun~ n has fiat, unobstructed areas and water surfaces outside hurricane prone regions. This catego- ry includes smooth mud fiats, salt fiats, and unbroken ice. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. SunFrame UniracCode-CompliantInstallationManual UNIRAC' Table 6. Occupancy Category Importance Factor I Buildings and other Agricultural facilities 0.87 0.77 structures that CertainTemporary facilities represent a Iow Minor Storage facilities hazard to human life in the event of failure, [ncleding, but limited to: All buildings and other II structures except those I I listed in Occupancy Categories I, III, and IV. Buildings and other Buildings where more than 300 people congregate structures that Schools with a capacity more than 250 I. 15 I. 15 III represent a substantial Day Cares with a capacity more than 150 hazard to human life in Buildings for colleges with a capacity more than 500 the event of a failure, Health Care facilities with a capacity more than SO or more including, but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and SewageTreatment Facilities Telecommunication Centers Buildings that manufacutre or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or I. 15 I.I 5 structures designated emergency treatment IV as essential facilities, Fire, rescue, ambulance and police stations including, but not limited Designated earthquake, hurricane, or other emergency to: shelters Designated emergency preparedness communication, and operation centers Power generating stations and other public utility facilities required in an emergency Ancillary structures required for operation of Occupancy Category IV structures Aviation control towers, air traffic control centers, and emergency aircraft hangars Water storage facilities and pump structures required to maintain water pressure for fire suppression Buildings and other structures having critical national defense functions Source: IBC 2006, Table 1604.5. Occupancy Category of Buildings and other structures, p. 281; A$CEJSFJ 705, Minimum Dedgn Loads for Buildings and Other Structures, Table 6-1, p. 77 SunFrame ~/~- · Table 7. ASCE 7ASD Load Combinations UniracCode-CompliantInstallationManual UNIRAC' Dead Load D 1.0 x Snow Load S 1.0 x + __ Design Wind Load Pnet Total Design Load P 1.0 x 1.0 x 0.6x psf 0.75 x + psf LOx +_ 0.75x + l,OX ~ psf i psf Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, Determine the Distributed Load, w (plf), by multiplying the module length, B (fi:), by the Total Design Load, P (psf) and dividing by two. Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by two rails. w=PB w = Distributed Load (pounds per linear foot, plf) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per square foot, psf) Step 3: Determine Rail Span/L-Foot Spacing Using the distributed load, w, from Fart II, Step 2, look up the allowable spans, L, for SunFrame. There are two tables, L-Foot SunFrame Series Rail Span Table and Double L-Foot SunFrame Series Rail Span Table. The L-Foot SunFrame Series Rail Span Table uses a single L-foot connection to the roof, wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the part IIl for more installation information. Table 8. L-Foot SunFrame Series Rail Span SunFrame UniracCode-CompliantInstallationManual a-'UNIRAC' Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P Module length perpendicular to rails B Rail Span L psf Step I x ft x ft Step 4 Downforce Point Load R lbs Step 6: Determine the Uplift Point Load, R (lbs), at each connection based on rail span You must also consider the Uplift Point Load, R (lbs), to determine the required lag bolt attachment to the roof (building) structure. Table I I. Uplift Point Load Calculation Total Design Load (uplift) Module length perpeadicular to rails Rail Span P B x L x psf Step I ft ft Step 4 Uplift Point Load R lbs Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Lag screw specifications Sped~c ~6' sbef~* gravis/ per inch thread de~th Douglas Fir, Larch 0.$0 266 Douglas Fir, South 0.46 23S Engelmann Spruce, Lodgepole Pine (MSR 16SO f & higher) 0.46 23S Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 0.55 307 Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) O.S0 266 Thread depth Sources:American Wood Council, NDS 2005, Table I 1.2A I 1.3.2A Notes: (I) Thread must be embedded in the side groin ora ra~er or other structural member integral w~ the building szrusture. (2) Lag bo~ must be located in the middle third of the structural rnernbe~ (3) T~ese values are not valid for wet service. (4) T~is table does not include shear capac~es. If necessary, contact a local engineer to specifiy lag bolt size w~ regard to shear forces. (5) Install lag bo~ wi~ bead and washer flush to surface (no gap). Do not over-tarque. (6) Withdrawal design values for lag screw conne~ons shall be rnu~plied by applicable adjustment factors ~ necessa~,. See Table 10.3. I in the American Wood Council NDS for Wood Construction. *Use fiat washers with log screws. Use Table 12 to select a lag bok size and embedment depth m satisfy your Uplift Po'mt Load Force, R (lbs), requirements. It is the installer's responsibility to verify that the substructure and attachment method is strong enough to support the maximum point loads calculated according to Step 5 and Step 6. SunFrame VniracCode-CotnpliantInstallationManual i-'UNIRAC' O Rail-- Supports PV modules. Use one per row of modules plus one. Shipped in 8- or 16-foot lengths. 6105-T5 alumi- num extrusion, anodized (clear or dark bronze) to match PV module frame. Cap strip--Secures PV modules to rails and nearly frames top of array. Lengths equals rail lengths. Cap strips are sized for specific PV modules. Shipped in 8- or 16-foot lenghs. Predrilled every 8 inches. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Cap strip screw (%-20 x 1, ~pe F thread cutting)--Use to secure each cap strip (and PV modules) to rail, one per predrilled hole. Use an additional end screw wherever a predrilled hole does not fall within 4 inches of the end of any cap strip segment. 18-8 stainless steel, clear or black to match cap strip. Rail splice--Joins rail sections into single length of rail. It can form either a rigid or thermal expansion joint. 8 inches long, predrilled. 6105-T5 aluminum extrusion, an- odized (clear or dark bronze) to match PV module frame. Serf-drilling screw (No. 10 x ¥4") --Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. End caps--Use one to neatly close each rail end. tN resistant black plastic. Truss-head sheet metal screw (No. 8 x Ys")--Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. ~ L-fnnt--Use to secure rafts either through roofing mate- rial to rafters, to L-foot adjusting sliders, or to standoffs. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. Double L-foot is also available. ~ L-foot bolt (3/s" x 11/4")--Use one per L-foot to secure raft to L-foot. 304 stainless steel. ~ Flange nut (3/s") --Use one per L-foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. L-foot adjusting slider (optional)--Use one beneath each L-foot or aluminum two-piece standoff, except in lowest row. 610S-T5 aluminum extrusion. Sliders allow easier alignment of rafts and better snugging of PV mod- ules between rails. Includes 3/s" x 11/4" bolt with flange nut for attaching L-foot or standoff shaft, and two x 21/2" lag bolts with flat washers for securing sliders to rafters. Flattop standoff (optional)--Use ff L-foot cannot be secured directly to rafter (with tile or shake roofs, for example). Use one per L-foot. Two-piece (pictured): 610S-T5 aluminum extrusion. Includes a/8" x 3/4" serrated flange bolt with EPDM washer for attaching L-foot, and two s~6" x 3 ~/2" lag bolts. One-piece: Service Condition 4 (very severe) zinc-plated welded steel. Includes 3/8" x 11/4" bolt with lock washer for attaching L-foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for both standoff types. Installer supplied materials: Lag screw for L-foot--^traches L-foot or s~doffto rafter. Determine length and diameter based on pull-out values in Table 3 (page 8). If lag screw head is exposed to elements, use stainless steel. Under flashings, zinc plated hardware is adequate. Note: Lag screws are provided with L-foot adjusting sliders and standoffs. Waterproof roofing sealant--Use a sealant appropriate to your roofing material. Clamps for standing seam metal roof~ee "Frequently Asked Questions.... (p. 16). Stainless steel hardware can sei~e up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti-sei~e lubricant, available at auto parts stares, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its P~vention, at www. unirac, com. SunFrame UniracCode-CompliantInstallationManual '-UNIRAC' 2. Installing the lowest row of L-feet and rail In the lowest row, k is not necessary to use L-foot adjusting sliders, even if you plan to use them in subsequent rows. Install L-feet directly onto low profile roofing material such as asphalt shingles or sheet metal. (For high profile roofs, such as tile or shake, use optional standoffs with flashing to raise L-feet. L-feet must be flush with or above the highest point of the roof surface.) L-feet can be placed with the double-slotted side against the roof surface (as in Fig. 7) or with the single-slotted side against the roof (which increases air circulation beneath modules). Module-to-roof dimensions are listed on page 15 for both ar- rangements. AIfyou are using L-foot adjusting sliders, you must use the short side of the the L-font against the roof in the first row. See Figure 9 below. If you are using both L-foot adjusting sliders and standoffs, see the upper box on page 11. Install the first row of L-feet at the lower edge of the instal- lation asea (Fig. 8). Ensure feet are aligned by using a chalk line. (A SunFrame rail can also be used as a straight edge.) Position the L-feet with respect to the lower edge of the roof as illustrated in Figures 7 and 8. Drill a pilot hole through roof into the center of the rafter at each L-foot lag screw hole location. Apply weatherproof sealant into the hole and onto shafts of the lag screws. Seal the underside of the L-feet with a suitable weatherproof sealant. Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L-feet are against the roof~ lng through the slot nearest the bend in the L-foot (Figs. 7 and 8). feet // //// ~'~g~ ~'/ , ' nearest the bend in the L-faat aA' Lo~ er edge of installatian area f Ufili/y slot for ~/1~'' b°,'tI Utility slot for No. 10 screw otino bolt] Roof peak Figure 7. Placement of first L-foot row. Roof peak Cut the rails to your array width, being sure to keep rail slots free of roofing grit or other debris. If your instal- lafion requires splices, F/,~ure 8./,-Poor orienmtion. assemble them prior to attaching L-feet (see "Footing and splicing require- ments,'' p. 11, and "Material planning for rails and cap strips, p. 13). Slide the /8-inch mounting bolts into the footing slots. Iftaore than one splice is u~ed on a rail, slide L-foot bolt(s) into the footing slot(s) of the interior rail segment(s) before splicing. Loosely attach the rails to the L-feet with the flange nuts. Ensure that rails are oriented with respect to the L-feet as shown in Figure 9. Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof. Then tighten the lag screws. Figure 9. L-foot orientation in conjunction with L-foot adjusting sliders. The sliders include two utility slots m secure module wirin~ combiner boxes, and other system components. SunFrame UniracCode-CompliantInstallationManual UNIRAC' 3. Laying out and installing the next row of L-feet With L-feet only: Position the second row of L-feet in accor- dance with Figure 10. Ensure that you measure beL~veen the lower bolt hole centers of each row of L-feet. Install the second row of L-feet in the same manner and orientation as the first row, but leave the lag screws a haft turn loose. Be aware of the set-up time of your sealant; the L-feet will not be fully tight- ened until Step. 4. With L-foot adjusting sliders: Use a chalk line to mark the position of the slider center holes of the next row. The illustra- tion below provides spacing guidelines. The length of the module (A in Fig. 11) includes any protrusions, such as lips or pan-head screws in its frame. Attach and seal L-foet adjusting slider: Install lower lag first, loafing bolt next, and upper lag last. Attach an L-foot with its short side up to each slider. Figure 10. L-foot separation. See the note on module length in the caption of Figure 4 (p. 9). Roof peak ~ A: module length A ~ ~ F Align slider A ~ ! center hole . ~ ~ ' J to chalkline /' ""r'- Lowest row of L feet ~'~' I ~ ...... ' ' : A~~ 'Agnsd er ~ ~ (no footing slideB) ' center hole 4. Installing the second rail With L-feet only (Fig. 12): Install and align the second rail in the same manner and orientation as the first rail. After raft alignment, tighten the rail mounting bolts to between 30 and 35 foot-pounds. Lay one module in place at one end of the rails, and snug the upper rail (Fig. 12) toward the lower rail, leaving no gap between the ends of the modules and either rail. (If pan-head screw heads represent the true end of the modules, be sure the screw heads touch the rails on both ends.) Tighten the lag screw on that end. Slide the module down the rails, snugging the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders: Install rails on first and second rows of L-feet. Verify spacing by placing a module onto the rails at several points along the row. Adjust L-foot positions as needed. Figure 12. Pos/t/on and secure top rail. 5. Installing remaining L-feet and rails Install the L-feet and the rafts for the remaining rows, follow- ing Steps 3 and 4. You may use the same module to space all the rows. When complete, confirm that: · All rafts are fitted and aligned. · All footing bolts and lag screws are secure. · The module used for fitting is resting (but not se- cured) in the highest row. SunFrame VniracCode-CompliantInstallationManual i-'UNIRAC' 6. Securing the first module Gather sufficient lengths of cap strip to cover the length of the first rail. For maximum visual appeal and material conservation see "Material planning for rails and cap strips" (p. 13). Slide the first module into final position at one end of the ~rray. Lay the remaining modules in the top row, leaving a gap about a foot wide between the first and second modules (Fig. 13). The temporary gap allows the installer to place one of his feet between modules. He can access the section of the cap strip he needs to secure while leaning toward the peak of the roof. For the thne being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with the cap strip screws (Fig. 13, inset), so that the upper end ufthe first module is secure. AT he structural integrity of your array requires that cap strip screws fully engage the threaded rail. Use the cap strip screws supplied with your cap strips. Any substitute screws mnst be %-20 Type F thread cutting (18-8 stainless steel) and the carrect length. See Table4 (pg. 15) W match screw length to the si~e cap strip in your installation. AEvery cap strip segment must have a cap strip screw 4 inches or less fram each end. If the ncarest predrilled hole falls more than 4 inches from any end, drill a %-inch hole 2 inches from the end and install an additional AWherever it is necessary to make a new cap strip hole, drill a %-inch hole before installing the cap strip screw. 7. Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it (Fig. 14). For a neat installation, use cable ties to attach excess wiring to the rail beneath the flanges. Unirac's cable ties can be attached to the SunFrame raft by drifiing a V,-inch hole in the rail and pushing the end of the tie into the hole. Continue the process until all modules in the top row are in final place and secured from the top. When complete, every prepunched hole in the cap strip will be secured by a screw, and the top end ufthe first row of modules will be secure. 8. Installing the remaining modules row by row Repeat Steps 6 and 7 for the remaining rows (Fig. 15). Each subsequent cap strip will secure the tops to the modules being installed and the bottoms of the modules in the row above. Place the final cap strip in the lowest raft, securing the bottom of the lowest module row. Figure 13. Begin cap strip installation. Figure 14. Position and secure modules one by one. Figure 15. As modules slide into place, the stepping gap shifts, always allowing access to the section of cap s~rip being secured. SunFrame UniracCode-CompliantInstallationManual d-'UNIRAC' Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? The answer depends on the orientation uf your L-feet and the length of your standoffs, if usod. See the illustration ap- propriate to your installation. How can I seal the roof penetration required when standoffs are lagged below the roofing material? Many types and brands of flashing can be used with Sun- Frame. Unirac offers an Oatey® "No-Calk" flashings for its steel standoffs and Oatey® or Unirac flashings for its aluminum two-piece standoffs. See our SunFrame Pro-Pak Price List. How do I attach SunFrame to a standing-seam metal roof? A good solution comes from Metal Roof Innovations, Ltd. (MRD. They manufacture the S-5! TM clamp, designed to at- tach a wide variety of products to most standing-seam metal roofs. It is an elegant solution that eliminates flashings and penetrations altogether. Module thickness varies 13/4#- I/8' SunFrame L-feet will mount to the top of the S-5! damps with the 3/8-inch stainless steel bolt provided with the See www. s-Ssolufions.com for different damp models and details regarding installation. When using S-S! damps, make sure that there are enough damp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MPd specifications regarding wind loads, etc. ~ Module thickness varies Module thickness varies /8'± lis' Standoff height (3', 4', 6', or 7' all ± 473889 88.-2-19 610 9..6,~ N BayviewRd ~ 2.4 ~ STAR.~A$1C 281 ,?.,33,132 1.682,695 FI131736 Page 2 of 2 0627 210 I I FaiT~ily Res 61,1lh,ll,tJilUlhll,llllMflll,,jhqH,iil,[idllul,,,ll ..... ~:~- 12/6t2011 2,300 12,100 Br~zata ?)~,dir~ First Haft: 10625 6501.53 Second Half: 10625 6501.54 5~1~011 12,100 1.1t% 1,090,090 Sout~old School 12,100 748.899 I 90% 9,06167 Soutnold I ibral~ 2.32% t 2,100 ~o~o~'"' .-~a 2 00% 308.17 You:' tax savings thisyear resulting from the New York Slate School Tax, Relief (STAR) pr.o. gram Is ($501,00). NOTE: This year's STAR tax sayings generally may not exceed last year s by mere the,, 2Yo. 66,91% S~.',Tlolk C;oum¥ Tax ~ 70% 12,100 " '~' 0 00% 225,16 3ouU~cld Town Tax 23 .'o~ ~,, ';2. t~0 258 252 Out of C~y SCCC O 0 ? ~outhotd FO 5.~4% 12, If]O 56 263 L-. 5rj -/~ ,.- 1~. 3,~ 8.~$ I g~,% 680.78 -,3 TC% 208, ;~ lO() 00% 12.51 8,868.84 225.16 3,124.84. 6,627,93 6,627.94 ta Merlin 473889 88.-2-19 1,037.03 13,255.87 6,627.94 ~0627 The [oilowing bank braaches located within the Tc~vn of SotJtheld accept payments during regular business hours: Bdd~hulnpto~, National Bank, Capital One, Su[lolk County National Bank. https://webt~p~webmai~ptimttm~ne~cem~ean/~e~message?r=%3Crequest%3E%3Cmai~... 1/24/2012 THiS DEC~igATION mmde on April / 199~, by Russell A. Pelli¢~no, residing at 9680 North Bayview Road, Southold, New 5, NO boats, trailers, campers, re=reational vehicles, mobile 15. These coveaa~ts and restrict:oas may not be ~odified or mubdivimion, STATE OF NEW YORK COUNTy OF SUFFOLK Ruaaell A. Pel]icano side o~ North Ba)~iew Road, the point or placs o~ SEGI~NING, this de~d ~be day aha year first Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering com September 21, 2012 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Martin and Nadine Bazata 9562 North Bayview Road Southold, NY 11971 Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 engineer@pacificoengineering.com APPROVED AS DATE'/o~a / ~-- B P. # /'/ NOTIFY 6UILDING DEPARTgENT 765-1802 8 AM TO 4 PM FOR T~ ~ction: B~OLLOWlNG INSPECTIONS Blook: 2 1. FOUNDATION. TWO REQUIRED Lot 1~ FOR POURED CONCRETE 2. ROUGH-FRA~ING PLUmBiNG STRAPPING ELECTRICAL & CAULKING B. INSU~TION 4 FINAL- CONSTRUGYION & ELECTRICAL ~UST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE· NOT EESPONSIBLE FOR DESIGN OR C~S~TION ERRORS. I have reviewed the roofing structure at the subject address. The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A mean roof height 29 ft pitch 9 in/12 roof rafter 2x10 rafter spacing 16 in CC Reflected roof rafter span 17.2 ft Table R802.5.1(1) max 20.6 ft The climactic and Icad information is below: Category C Ground Snow Load Pg 20 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA Roof Section A Weight Distribution array dead Icad Icad per attachment Ralph Pacifico, PE Professional Engineer Oi: ©i, OR ERT!FiCATE Wind Live Icad, Speed, 3 pnet30 per sec gust, ASCE 7, mph psf 120 36 3.5 psf 71.6 lb ELECTRICAL INSPECTION REQUIRER point pullout Icad, lb 737 Fastener type 5/16" dia screw, 4-1/2" length ;~LOGIC DRAWING NUMBER: Pacifico Engineering PC I OF 6 Po ~o, ~ s,~,.. ,~ ~7~ SURFACE I LAYOUT *Always double check measurements NYLic o E6182 NJ Lic 24GE0474430(] GreenLogic, LLC- Approved 7.194kW Panel Dimension =61.39"x41.18 .... Layout 22 SunPower 327w Array Length = 370.62" UniRac Sunframe Array Height = 188.67" Martin and Nadine Bazata Azimuth = 190° Surface Dimensions = 58'8"x24'1" 9562 N Bayview Road Pitch = 37° Magic # = 62.14" South old, NY Scale 1/8" = 1.0' ,SSUES/SPEC,AL ,.STRUCT,ONS PROJECT COMPONENT COUNT ~ Sunpower 327w A) Attachment type and count: 36 Green Fasten Retro-Fit. . Attachment Point B) Rail type and count: UniRac SunFrame UniRac SunFrarne ~FE~ I I 2x10" Douglas Fir Rafters 16" Ralph Pacifico Professional Engineer On Center NYC Li~ 0~e2 NJ Li~ 249E0474~00 Layout Created By: MVP Date: 9-19-12 DRAWING NUMBER: Pacifico Engineering PC 2 OF 6 SURFACE I ATTACHMENTS *Always double check measurements .vL=0~82 NJLic 24GE04744300 GreenLogic, LLC -Approved 7.194kW Panel Dimension =61.39"x41.18" Layout 22 SunPower 327w Array Length = 370.62" UniRac Sunframe Array Height = 188.67" Martin and Nadine Bazata Azimuth = 190° Surface Dimensions = 58,8,,x24,1,, 9562 N Bayview Road Pitch = 37° Magic # = 62.14" Southold, NY Scale 1/8" = 1.0' ~SSUES / SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT ~ Sunpower 327w A) Attachment type and count: 35 Green Fasten Retro-Fit. · Attachment Point B) Rail type and count: UniRac SunFrame UniRac SunFrarne "-~ I I 2x10" Douglas Fir Rafters 16" Ralph Pacifico Professional En~iineer On Center NYS Lic~ C66182 NJ Lic~ 249E047~43CO Layout Created By: MVP Date: 9-19-12 XXXXXXXXX X XXXX _ XX L DRAWING NUMBER: Pacifico Engineering PC 3 OF 6 2x5 on SPR3000m SURFACE 1 STRINGING 2X6 on SPR4000m *Always double check measurements GreenLogic. LLC- Approved 7.194kW Panel Dimension =61.39"x41.18" Layout 22 SunPower 327w Array Length = 370.62" UniRac Sunframe Array Height: 188.67" Martin and Nadine Bazata ~imuth = 190° Sudace Dimensions = 58'8"x24'1" 9562 N Bawiew Road Pitch = 37° Magic ~ = 62.14" Southold, NY Scale 1/8" = 1.0' ISSUES / SPECIAL INSTRUCTIONS A) A~achment ~pe and count: ~ Sunpower 327w * A,achmen, Point B) Rail ~pe and count: UniRac SunFrame UniRac SunFmme ~ ~ 2x10" Douglas Fir Raffem 16" Ralph Pacifico Professional Engineer Layout Created By: MVP Date: 9-19-12 Framing; 2x10 Douglas Fir ridge. 2x10 Douglas Fir rafters spaced 16" on center, spanning 24'1". il 2x6 Douglas Fir collar ties spaced 32" on center, 3' down from ridge. 2xl 0 Douglas Fir ceiling joists spaced 16" on center. 2x4 Douglas Fir exterior wall. ½" Plywood Sheathing. Pacilico Engineering PC DRAWING NUMBER: PO Box 1448, Sayville, NY 11782 4 OF 6 SURFACE 1 FRAMING *Always double check measurements ,~ LJc 066182 NJ Lic 24GE04744300 GreenLogic, LLC - Approved Layout 7.194kW Panel Dimension =61.39"x41.18" 22 SunPower 327w Array Length = 370.62" Martin and Nadine Bazata UniRac Sunframe Array Height = 188.67" 9562 N Bayview Road Azimuth = 190° Surface Dimensions = 58'8"x24'1" Scale 3/16" = 1.0' ISSUES / SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT ~ Sunpower 327w A) Attachment type and count: · Attachment Point ' B) Rail type and count: UniRac SunFrame UniRac SunFrame I I 2x10" Douglas Fir Rafters 16" Pacifico Professional Ralph Engineer On Center NYs Lic~ 066182 NJ L~ 249E04744300 Layout Created By: MVP Date: 9-19-12 ELIMINATING THE COST OF ENERGY E T EcG-Fasten Green Fasten Flashing 36 ten Green Fasten Square Aluminum Blocks 36 5/16"x4.5" SS Lag Bolts 36 5/16" Stainless Steel Washers 36 Rail Material List DRAWING NUMBER: Pacifico Engineering PC 5 OF 6 MATERIAL LIST *Always double check measurements. GreenLogic, LLC - Approved 7.194kW Layout 22UniRacSUnPowersunframe327w ArrayPanel LengthDimensi°n= = 61.39"x41.18"~ Martin and Nadine Bazata Azimuth = 190° Array Height -- 9562 N Bayview Road Pitch = 37° Surface Dimensions = Southold, NY Scale3/16"=1.0' Magic#=,~_ ~_ ~1~ ~!; }Vii ~ SunPower327w~ /--~ PROJECT COMPONENT COUNT A) Attachment type and count: o Attachment Point ~'~-""~ o~,/~// -- UniRac Sunframe ~'o~ss~°~ B) Rail type and count: UniRac Sunframe I I 2x10" Douglas Fir I I Rafters 16" On Center Ralph Pacifico Professional Engineer Layout C~ea~ed By: MVP Date: 9-19-12 NYS LiC~ ~182. NJ LiC~ 249E047443(30 18" Service Walkway 2 SMA Inverters located in basement adjacent to main electrical panel· DRAWING NUMBER: 6OF6 FAST TRACK PERMIT GreenLogic, LLC- Approved Layout 7.194 kW 22 SunPower 327w 22 SunPower 327w modules. *Always double check measurements Panel Dimension = 61.39"x41.18" I PacJflco Engineering PC Martin and Nadine Bazata 9562 N Bayview Road Southold, NY UniRac Sunframe Azimuth = 190° Pitch = 37° Scale 1/16" = 1.0' PROJECT COMPONENT COUNT A) Number of Roof Layers: 1 B) Height above Roof Surface: 4" C) Materials Used: Eco-Fasten,Unirac,SunPower,SMA D) Added Roof Load of PV System: 3.5 PSF Array Length = Array Height = Surface Dimensions = Magic # = ;SUES / SPECIAL INSTRUCTIONS ~ SunPower 327w · Attachment Point UniRac Sunframe I I 2x10' Douglas Fir Rafters 16" On Center Ralph Pacifico Professional Engineer