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Home My WebLink About39759-ZgfSFOq& -'k- Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 7/10/2015 No: 37654 Date: 7/10/2015 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 700 Harbor Lights Dr, Southold SCTM #: 473889 Sec/Block/Lot: 71.-2-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/4/2015 pursuant to which Building Permit No. 39759 dated 5/12/2015 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 as applied for. The certificate is issued to Campbell, Matthew & Jacqueline of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, ELECTRICAL CERTIFICATE NO. 39759 6/9/15 PLUMBERS CERTIFICATION DATED Authorized Signature �Ucrr� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE .. o. g 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 #: 39759 Date: 5/12/2015 Permission is hereby granted to: Campbell, Matthew & Campbell, Jacqueline 700 Harbor Lights Dr Southold, NY 11971 To: Installation of roof mounted solar panels as applied for. At premises located at: 700 Harbor Liahts Dr. Southold SCTM # 473889 Sec/Block/Lot # 71.-2-14 Pursuant to application dated To expire on 11/10/2016. Fees: 5/4/2015 and approved by the Building Inspector. CO - ALTERATION TO DWELLING $50.00 FIELD INSP44 C1N IMPORT AAT' COMMT�iTS .. FOUNDATION (1ST) ,• • GAJ ro FOUNDATION (2ND) ROUGH FAQ & PLUM -BMG y INSULATION PEA N. Y. STATE ENERGY CbDZ y YNAL ------------ Jr- -(2 —lci i� • � U C (Q ` c z • I V o • • • 7 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 IJ Approved > 20 Disapproved a/c BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? PERMIT NO. 7�9:q� V 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 Contact: Mail to: GreenLogic LLC 0 425 County Road 39A, Southampton NY 11968 Phone: 631-771-5152 Expiration 120 I Building Inspector --IL��Cil�� D - PPLICATION FOR BUILDING PERMI I MAI ® 4 2015 Date April 29 , 20 INSTRUCTIONS I}l DG. D,cPT a. This�appJ;Lea�t�pnIMUST be pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets plane e p of plan to scale. Fee according to schedule. mises, relationship to adjoining premises or public streets or b. Plot plan showing location of lot and of buildings on pre 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. GreenLogic LLC (Signature of applicant or name, if a corporation) 425 County Road 39A, Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Contractor Name of owner of premises Matthew Campbell (As on the tax roll or latest deed) If applicant is a carp tion, s nature ofAuly authorized officer 'a-,�ncd itle of corporate officer) Builders License No. 40227-H Plumbers License No N A� Electricians License No. 43858 -ME Other Trade's License No @� 1. Location of land on which proposed work will be done: 700 Harbor Lights Drive Southold House Number Street Hamlet County Tax Map No. 1000 Section Subdivision 71 Block 2 Lot Filed Map No. Lot 14 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Single family dwelling 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Roof mounted solar electric system (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Depth 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 10. Date of Purchase ame of Former Owner 11. Zone or use district in which premises are situated Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—X 13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES NO 700 Harbor Lights Drive 14. Names of Owner of premises Matthew Campbell Address Southold, NY is Drive phone No. 631-765-9218 Name of Architect Pacifico Engineering, P.C. Address700 Lakeland Ave Bohemia, NPhone No 631-988-0000 Name of Contractor GreenLogic LLC Address 425 County n ad 9A hone No. 631-771-5152 Southampto 15 a. Is this property within 100 feet of a 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 X * 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–X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF�SI,t )Y Nesim Albukrek being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the uontracwI (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 r-' 20 I bl' Notary Pu is Signature of Applicant BARBARA A. CASCIO` TA Notary public, State of New T90% No. 01-CA4894969 Qualified in Suffolk Coag Commission Expires Nlay 11, Pacifico Engineering PC _-. Engineering Consulting 700 Lakeland Ave, Suite 2B P fes[ n Ph: 631-988-0000 Bohemia, NY 11716= — P Fax: 631-382-8236 www.pacificoengineering.com.I G c solar@pacificoengineering.com June 23, 2015 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 Section: 71 Block: 2 Lot: 14 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 UL 9 201 Professional Engineer -- ELDG DEPT GREE LOMC ENERGY July 7, 2015 The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 39759 Matthew Campbell 700 Harbor Lights Drive, Southold To the Building Inspector: Enclosed please find the Engineer's Certification Letter for the above referenced solar electric system, which we installed. Please arrange to send 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 Office Manager Barbara@Greenlogic.com 631-771-5152 Ext. 117 D jUL - 20�� BLDG. DEPT GREE LOGIC LLG*�'+v��G off✓=�''nL-Tel: 877 7714330 Fax: 877 771 4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd 39A 200 S. Service Rd , #108 Southampton, NY 11968 Rosyln Heights, NY 11577 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.richert@town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Matthew Campbell Address: 700 Harbor Lights Drive City: Southold St: New York Zip: 11971 Building Permit #: 39759 Section: 71 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Green Logic License No: 43858 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage 1►lV1 4 ki III IN] Zvi 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 FixturesTime Clocks Disconnect Switches El Twist Lock Exit Fixtures TVSS Other Equipment: Roof Mounted Photovoltaic System To Include, 34- Solar Power E20-327 Pannels, 1- SMA 6000 and 1- SMA 5000 Inverters Notes: 11.118 WATT SYSTEM Inspector Signature: Date: June 9, 2015 Electrical 81 Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: eltI [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ ] CAULKING DATE � l� INSPECTOR Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 June 12, 2015 Greenlogic LLC 425 County Rd 39A Southampton, NY 11968 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 Re: Campbell, 700 Harbor Lights Dr, Southold TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Note: Certification required from an engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39759 — Solar Panels gUfEoa��® TOWN OF SOUTHOLD moo 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 #: 39759 Date: 5/12/2015 Permission is hereby granted to: Campbell, Matthew & Campbell, Jacqueline 700 Harbor Lights Dr Southold. NY 11971 To: Installation of roof mounted solar panels as applied for. At premises located at: 700 Harbor Lights Dr. Southold SCTM # 473889 Sec/Block/Lot # 71.-2-14 Pursuant to application dated To expire on 11/10/2016. Fees: 5/4/2015 and approved by the Building Inspector. CO - ALTERATION TO DWELLING SOLAR PANELS $50.00 $50.00 Building Inspector , Pacifico Engineering PC 700 Lakeland Ave, Suite 2B Bohemia, NY 11716 www.pacificoengineering.com April 27, 2015 Town of Southold Ei 1= Engineering Consulting Ph: 631-988-0000 Fax: 631-382-8236 solar@pacificoengineering.com Building Department APPROVED AS NOTED 54375 Route 25, P.O. Box 1179 39 - Southold, NY 11971 DAT B. P. # Subject: Solar Energy Installation for OF FEE: BY: Matthew Campbell OOHS on: 71 p LG Ot� NOTIF BUILDING DEPARTMENT AT 700 Harbor Lights Drive` i i``;;� N. O NIA G !yp-k: 2 765-1802 8 AM TO 4 PM FOR THE Southold, NY 11971 y p\� { � � Lot: 14 GO�,,tr �� S� �,� FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING S� r ^SEES 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. �cr ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW I have reviewed the roofing structu stat the subject address. The structure can su�Gh tfi�Aa� iti LE FOR RO roof mounted system. The units are to be installed in accordance with the manufaQW6 ; Asta pdsS, RS. 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 12 ft �� Pitch 51/2In/12 �� Roof rafter 2x6 Douglas fir #2 Rafter spacing 16 inch on center Reflected roof rafter span 6.6 ft WFCM Table 3.26A max allowable 12.6 ft The climactic and load information is below: CLIMACTIC ANDWind GEOGRAPHIC DESIGN CRITERIA Category Ground Snow Load, Pg Speed, 3 sec gust, mph Live load, pnet30 per ASCE 7, psf point pullout Fastener type load, Ib Roof Section A C 20 120 56 761b ),% 1,_ g1 a1er min m to nt) UK IS UNLAWFUL T OUT C RTRC Off OCCUPANCY Weight Distribution array dead load 3.5 psf load per attachment 144.1 Ib Subject roof has one layer of shingles Panels mounted flush to roof no higher than 6 inches above surface. Ralph Pacifico, PE Professional Engineer GREENLOGICO ENERGY GreenLogic, LLC Approved Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 Surface #1: Total System Size: 11.1 18kW Array Size: 11.118kW 1 string of 8 and 1 string of 8 on SPR -5002m 1 string of 6 and 2 strings of 6 on SPR -6002m Azimuth: 190° Pitch: 25" N - Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac SunFrame Panel: 61.39"X 41.18" Array: 61'6 3/16"X 10'8 1/16" Surface: 66' 7" X 16' 7" Magic #: 4115/16" Legend: ® 34 SunPower 327W Panel ® UniRac SunFrame Rail • 67 Eco -Fasten Quik Foot 8 2x6" Douglas Fir Rafter 16" O.C. Notes: (SD) 2x4 Douglas Fir Pullns To Be Added From East Exterior Wall To End Of LVL. Total Of 32 W 2x4'a. Number of Roof Layers: t Height above Roof Surface: 4• Materials Used: Eco -Fasten, UruRac. SunPower Added Roof bad of PV System: 3.5psf Engineer/Architect Seal: S ®E NIE�,�, G2 , pN PAC��i r0 r A N 2 moo ®86182 �� ESS10NP� Drawn By: MMB Drawing # 1 of 6 Date: 3/5/2015 REV: A Drawing Scale: 3/32" =1.0' GREENLOGICO ENERGY GreenLogic, LLC Approved Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 Surface 91: Total System Size: 11.118kW Array Size: 11.1 18kW 1 string of 8 and 1 string of 8 on SPR-5002m 1 string of 6 and 2 strings of 6 on SPR-6002m Azimuth: 190° Pitch: 25" N Monitoring System: SunPower- Panel/Array Specifications: Panel: SPR-E20-327 Racking: UniRac SunFrame Panel: 61.39"X 41.18" Array: 61' 6 3/16"X 10'8 1/16" Surface: 66' 7"X 1617" Magic #: 4115/16' Legend: ® 34 SunPower 327W Panel ® UniRac SunFrame Rail ® 67 Eco-Fasten Quik Foot B2x6" Douglas Fir Rafter 16" O.C. Notes: (SD) W Douglas Fir Pulins To So Added From East E:tedw Wall To End Of LVL Total Of 32 8' 2a4'e. Number of Roof Layers: I Height above Roof Surface: 4' Materials Used: Eco-Fasten, UniRac, SunPower Added Roof load of PV System: 3.5psf Engineer/Architect Seal: OF NEh' CO 1— q ) � 2 �Q.o 068182?� ®�ESStON�°� Drawn By: MMB Drawing # 2 of 6 Date: 3/5/2015 1REV: A Drawing Scale: 3/32" =1.0' GREENLOGICO ENERGY Greentogic, LLC Approved Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 Surface 91: Total System Size: 11.118kW Array Size: 11.118kW 1 string of 8 and 1 suing of 8 on SPR -5002m 1 string of 6 and 2 strings of 6 on SPR -6002m Azimuth: 190° Pitch: 25" N Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 61' 6 3/16"X 10'8 1/16" Surface: 66'7"X 16' 7" Magic #: 4115/16" Legend: ® 34 SunPower 327W Panel ® UniRac SunFrame Rail ® 67 Eco -Fasten Quik Foot B8 2x6" Douglas Fir Rafter 16' O.C. Notes: (SD) 2x4 Douglas Fir Pullns To Be Added From East Exterior Wall To End Of LVL. Total Of 32 W We. Number of Roof Layers: l Height above Roof Surface: 4' Materials Used: Eco -Fasten, UniRac, SunPower Added Roof load of PV System: 3.5psf Engineer/Architect Seal: )F NEp�v Y `�i t% PAC® d * U! W �O 08818 Pfi� v R®FESSIONP Drawn By: MMB Drawing # 3 of 6 Date: 3/5/2015 1 REV: A Drawing Scale: 3/32" =1.0' IA" Service Walkwav 2 SMA Inverters to GREENLOGICO I A" ENERGY GreenLogic, LLC Approved Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 Total System Size: 11.118kW Array Size: 11.118kW 1 string of 8 and 1 string of 8 on SPR5002m 1 string of 6 and 2 strings of 6 on SPR -6002m Azimuth: 190" Pitch: 25" N Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UniRac SunFrame Panel: 61.39" X 41.18" Array: 61° 6 3/16" X 1V 81/16" Surface: 66' 7" X 19 7" Magic #: 41 15/16" Legend: ® 34 SunPower 327W Panel UniRac SunFrame Rail • 67 Eco -Fasten Quik Foot B2x6" Douglas Fir Rafter 16" O.C. Notes: (So) 2x4 Douglas Fir Pullns To Be Added From East Exterior Wall To End Of LVL Total Of 32 W 2x4's. Number of Roof Layers:! Height above Roof Surface: 4• Materials Used: Eco -Fasten, UniRac, SunPower Added Roof load of PV System: 3.5psf Engineer/Architect Seal: QF NE�y PAc` O,�sc®gyp C _r n I 2 � 06618`L v AOP SSI Drawn By: M Drawing # 4 of 6 Date:31512 15 REV: A I 0' Drawing Scale: 3/32" =1.0- Rafter Layout Above I 3 !x8 Douglas Fir Rafters For Cathedral Ceiling In Kitchen 2x4 Douglas Fir 16" On Center East Exterior Wall 11' "2x6 Douglas Fir Rafter 16" On Center =I -2x4 Douglas Fir Collar Ties 46" On Center —2x4 Douglas Fir Knee Wall 16" On Center 2x6 Douglas Fir Bracing 16" On Center LVL Spanning 22' Load Bearing Wall GREENLOGICO ENERGY GreenLogic, LLC Approved Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 Total System Size: 11.1 18kW Array Size: 11.118kW 1 string of B and 1 string of 8 on SPR -5002m 1 string of 6 and 2 strings of 6 on SPR -6002m Azimuth: 190° Pitch: 25" N Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Racking: UnlRac SunFrame Panel: 61.39" X 41.18" Array: 61' 6 3/16" X 10'8 1/16" Surface: 66' 7" X 16' 7" 6" M�0134 Legend: Power 327W Panel ® UnlRac SunFrame Rail • 67 EoD-Fasten Quik Foot 2x6" Douglas Fir Rafter 16" O.C. Notes: (SD) 2x4 Douglas Fir Pulins To Be Added From East Exterior wall To End Of LVL. Total Of 32 s' 2x4'8. Number of Roof Layers: I Height above Roof Surface: 4' Materials Used: Eco -Fasten, UniRac, SunPower Added Roof load of PV System: 3.5psf Engineer/Architect Seal: Op NEW Y PAciac®�p� C o Ar. W W C7 �F® 06618 v PROFESS% Drawn By: MMB Drawing # 6 of 6 Date: 3/5/2015 REV. A Drawing Scale: 3/32" =1.0' .' ` ' ' . ` . GreenLogic, LLC Approved Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 G GREENLOGIC" ENERGY GreenLogic, LLC Approved Matthew Campbell 700 Harbor Lights Drive Southold, NY 11971 Total System Size: 11.1 18kW Array Size: 11.1 18kW 1 string of 8 and I string of 8 on SPR -5002m I string of 6 and 2 strings of 6 on SPR -6002m Azimuth: 190' Pitch: 250 Monitoring System: SunPower Panel/Array Specifications: Panel: SPR -E20-327 Panel: 61.39" X 41.18 - Magic#: 41 15116" 34 SunPower 327W Panel 0 67 Eco -Fasten Oulk Foot W" Douglas Fir Rafter 16" O.C. 2x4 Douglas Fit Pullm; To Be Added From Eag Exterior Wall To End Of LVL. Total Of 32 8'2xXs. Number of Roof Layers: I Height above Roof Surface: 4* Materials Used: Eco -Fasten. UnlRac, SunPower Added Roof load of PV System: 3,5psf Engineer/Architect Seal: NEW PDAA 066 Drawn By: MMB Drawing # 5 of 6 MODEL: SPR-327NE-WHT-D 7 _ ELECTRICAL DATAV— Meosured a1 Standard Test Can:):tlors ,STC): i—d"n<e of t 0004Y/mx AM 1.5. and cell tercaer..u:e 25° C M Peak Power (+5/-3%) Pmax 327 W Cell Efficiency n 22.5 Panel Efficiency n 20.1 % Rated Voltage VmPP---- 54.7 V Rated Current Impp 5 98 A Open Circuit Voltage Voc 64.9 V Short Circuit Current Isc 6.46 A Maximum System Voltage UL 600 V Temperature Coefficients Power (P) - 0.38 /K Voltage (Voc) -176.6mV/K WK411111 Current (Isc) 3.5mA/K _ _ - TESTED OPERATING CONDITIONS NOCT 450 C +/- 20 C Temperature - 400 F to +1850 F (- 400 C to + 850 C) Series fuse Rating 20A GroundingPositive grounding not required Max load 1 13 psf 550 kg/m2 (5400 Pa), front (e.g. snow} 9 9 q w/specified mounting configurations Solar Cells Front Glass Junction Box Output Cables Frame Weight rc MECHANICAL DATA 96 SunPower Maxeon"A cells High -transmission tempered glass with anti -reflective (AR) coating IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm 1000 mm cables / Multi -Contact (MC4) connectors Anodized aluminum alloy type 6063 (black) 50 psf 245 kg/m2 (2400 Pa) front and back ( (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) \/\IARRANTIES.AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty c 41.0 lbs (18.6 kg) — i Certifications Tested to LIL 1703. Class C Fire Rating MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES (IN) 12X 06.6 [.261 l OX 04.2 [.171 DIMENSIONS -.....)�322i1>.6a_, dr: 220.8`i 9 BRIH ... 1 ENDS—' :v :v 1 (q) 5.g:`�,r r• -,i `OZ5 60.45 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 2011 SunPower Corporation. SUNPOWER, rhe SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trademarks or registered trademor'cs s u n po we r e o r p . c o m of SunPower Corporation in the US and other countries as well. All Rights Reserved. Spetitcattons included in this datashest are subject to chance without notice. Dacumeri #001-65484 Re r'B / LTR -,EN c<11 3:6 7 6 -1000w/m2 - - 5 a 4 am w/m= C 3 2 1 ' 264 Arte 0 0 10 20 30 40 50 60 70 Voltage (V) Current/voltage characteristics with dependence on irradiance and module temperature. Current (Isc) 3.5mA/K _ _ - TESTED OPERATING CONDITIONS NOCT 450 C +/- 20 C Temperature - 400 F to +1850 F (- 400 C to + 850 C) Series fuse Rating 20A GroundingPositive grounding not required Max load 1 13 psf 550 kg/m2 (5400 Pa), front (e.g. snow} 9 9 q w/specified mounting configurations Solar Cells Front Glass Junction Box Output Cables Frame Weight rc MECHANICAL DATA 96 SunPower Maxeon"A cells High -transmission tempered glass with anti -reflective (AR) coating IP -65 rated with 3 bypass diodes Dimensions: 32 x 155 x 128 mm 1000 mm cables / Multi -Contact (MC4) connectors Anodized aluminum alloy type 6063 (black) 50 psf 245 kg/m2 (2400 Pa) front and back ( (e.g. wind) Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) \/\IARRANTIES.AND CERTIFICATIONS Warranties 25 -year limited power warranty 10 -year limited product warranty c 41.0 lbs (18.6 kg) — i Certifications Tested to LIL 1703. Class C Fire Rating MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES (IN) 12X 06.6 [.261 l OX 04.2 [.171 DIMENSIONS -.....)�322i1>.6a_, dr: 220.8`i 9 BRIH ... 1 ENDS—' :v :v 1 (q) 5.g:`�,r r• -,i `OZ5 60.45 Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. 2011 SunPower Corporation. SUNPOWER, rhe SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trademarks or registered trademor'cs s u n po we r e o r p . c o m of SunPower Corporation in the US and other countries as well. All Rights Reserved. Spetitcattons included in this datashest are subject to chance without notice. Dacumeri #001-65484 Re r'B / LTR -,EN c<11 3:6 20% EFFICIENCY SunPov er E20 panels ore Ehe highest efficiency panels or, the,market today, providing more power in the same amount of space MAXIMUM SYSTEM OUTPUT Comprehensive inverter compatibility' ensures that customers can Pair the highest - efficiency panels with the h ;ghest-efficiency inverters, maximizing system outout REDUCED INSTALLATION COST More power per par;el means feti,er panels per install. This saves bosh time and money RELIABLE AND ROBUST DESIGN SunPoI unique Maxeon"cell technology and advanced module design ensure industry-leading reliability Pctenied all-backconiac solo- cell, pov &ng ° to industry`s highest efficiency rano` -elabilh% SERIES THE WORLD'S STANDARD FOR SOLAR"' Sur. -Power' E20 Solar Panels provide today's highest efficiency and performance Powered by SunPower Maxeonr""' cell technology, the E20 series provides panel conversion eFidencies of uo to 20 1 % The E20's low voltage temperature coefficient, anti -reflective glass and exceptional IoN,-Igh` perormance attributes provide outstanding energy de :very pe- peak power 'watt SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 203'. -- 15% THIN HIM : ,^.,IVb'ENTIi: N l SEMES SERIES SE <I E S EQUIPMENT & COMPONENT SCHEDULE TAG DESCRIPTION SPECIFICATION PV -SA -1A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 1 -STRING OF 8 -MODULES PV -SA -1A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 1 -STRING OF 8 -MODULES PV -SA -213 PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 1 -STRING OF 6 -MODULES PV-SA=1A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 2 -STRINGS OF 6 -MODULES INV -1 INVERTER, DC/AC SMA INVERTER, MODEL SB5000TL-US-22, 240V INV -2 INVERTER, DC/AC SMA INVERTER, MODEL SB6000TL-US-22, 240V BKR-1 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND,'2-POLE, 30A, BKR-2 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND, 2 -POLE, 30A AC -CMB -1 AC COMBINER PANEL 250V, 60A, NEMA -1, 1 -PH, 3 -WIRE AC -DSC -1 AC DISCONNECT, FUSED 250V, 60A, NEMA -1, FUSED; FUSE RATING 50A ELECTRICAL LOAD SUMMARY DC CIRCUITS TAG OP. CURRENT @STC OP. VOLTAGE @STC MAX. VOLTS @ T -MIN S.S.C. @STC PV -SA -1A 5.98 A DC 360 V DC 583 V DC 6.46 A DC PV -SA -113 5.98 A DC 360 V DC 583'V DC 6.46 A DC PV -SA -2A 5.98 A DC 270 V DC 437 V DC 6.46 A DC PV -SA -26 11.96 A DC . 270 V -DC 437 V DC 12.92 A DC CONDUCTOR SCHEDULE TAG TYPE, CONDUIT AWG. / EGC A USE-2/PV, PVC -40 -1" 10/6 B THWN-2, PVC -40 -1" 10/10 C THWN-2, PVC -40 -1-1/2" 6/-6 D THWN-2, EMT -1-1/2" 6/6 1..) CONDUCTOR TYPES AND SIZES TO BE AD- JUSTED FOR TEMPERATURE, DISTANCE, AND BUNDLING. _ 2.) ELECTRICAL CONDUIT TO BE MIN. PVC SCHEDULE 40, ADJUST FOR SITE CONDITIONS. 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LO- CAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY AC CIRCUITS TAG' POWER VOLTAGE RANGE MAX. AC CURRENT MAX. DC CURRENT INV -1 5000 WATTS 211-264 VAC 21 A AC 30 A DC INV=2 6000 WATTS 211-264 VAC 25 A AC 30-A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Mathew Campbell gg LOGIC 700 Harbor Lights Drive.ElE AY Southold, NY 11971 �� ELIMINATING THE COST DF - ENERGY -1) INITIAL SUBMITTAL WITH APPLICATION Paae 2 of 2 Drawing No: CAMPBELLM-3LD1 Revision: 1 Revised: 2/02/2015 1 4110=0 II A mm FEB f• 1 , Holm Southold, NY 11971 PROPOSED 3 -LINE ELECTRICAL DIAGRAM REVISIONS 1.) INITIAL SUBMITTAL WITH APPLICATION x.'�. u L`•.•e. ..a aF 4LO G �. ELIMINATING THE COT OF ENERGY Paae 1 of 2 Drawing No: CAMPBELLM-3LD1 Revision: 1 Revised: 2/05/2015 1 NEW EQUIPMENT EXISTING SERVICE 120/240, 1 PH, 3W 1200A a PV—SA-1A t f--`AC—COMBINER PANEL 9 ... _ INV -1 I AC--ChB-1 —.--- ..� 91 ® ® 19 �..._......- (LOCATED NEAR INVERTERS) i AC DISCONNECT— . - --- --i I I j (PV LOADS ONLY) I ;t AC—CSC-1 • INTEGRAL DC/AC I ! I £ DISCONNECT SWITCH PV—SA-1 E3 I I ! l ! J 'MAIN PV—SA--2A t A g N_ Ei1SER INV -2 i ! BKR-2 ('j ••• 17-5 8 { INTEGRAL DC/AC v I I I I l N DISCONNECT SWITCH I I i N l PV—SA-213 i ; I c€EGC ! 7—__,._.—_..--._,�..—..e.�___....._.,--_--....,a_. GEC ` I EXIw11NG { �... GEC 4 �— WIRING OUTER CUa�. a � j IRREVERSIBLE SPLICE EXISTING AC PANEL 4110=0 II A mm FEB f• 1 , Holm Southold, NY 11971 PROPOSED 3 -LINE ELECTRICAL DIAGRAM REVISIONS 1.) INITIAL SUBMITTAL WITH APPLICATION x.'�. u L`•.•e. ..a aF 4LO G �. ELIMINATING THE COT OF ENERGY Paae 1 of 2 Drawing No: CAMPBELLM-3LD1 Revision: 1 Revised: 2/05/2015 1 EQUIPMENT & COMPONENT SCHEDULE TAG DESCRIPTION SPECIFICATION PV -SA -1A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 1 -STRING OF 8 -MODULES PV -SA -1A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 1 -STRING OF 8 -MODULES PV -SA -2B PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 1 -STRING OF 6 -MODULES PV -SA -1A PHOTOVOLTAIC SUB -ARRAY SUNPOWER SPR -E20-327 2 -STRINGS OF 6 -MODULES INV -1 INVERTER, DC/AC SMA INVERTER, MODEL SB5000TL-US-22, 240V INV -2 - INVERTER,, DC/AC SMA INVERTER, MODEL SB6000TL-US-22, 240V BKR-1 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND, 2 -POLE, 30A BKR-2 CIRCUIT BREAKER, INVERTER MATCH PANEL BRAND, 2 -POLE, 30A AC -CMB -1 AC COMBINER PANEL 250V, 60A, NEMA -1, 1 -PH, 3 -WIRE AC -DSC -1 AC DISCONNECT, FUSED 250V, 60A, NEMA -1, FUSED; FUSE RATING 50A ELECTRICAL LOAD SUMMARY DC CIRCUITS TAG OP. CURRENT @STC OP. VOLTAGE @STC MAX. VOLTS @ T -MIN S.S.C. @STC PV -SA -1A 5.98 A DC 360 V DC 583 V DC 6.46 A DC PV -SA -1B 5.98 A DC 360 V DC 583 V DC 6.46 A DC PV -SA -2A 5.98 A DC 270 V DC 437 V DC 6.46 A DC PV -SA -2B 11.96 A DC 270 V DC 437 V DC 12.92 A DC CONDUCTOR SCHEDULE TAG TYPE, CONDUIT AWG. / EGC A USE-2/PV, PVC -40 -1" 10/6 B THWN-2, PVC -40 -1" 10/'10 C THWN-2, PVC -40 -1-1/2" -6/6 D THWN-2, EMT -1-1/2" 6/6 1.) CONDUCTOR TYPES AND SIZES TO BE AD- JUSTED FOR TEMPERATURE, DISTANCE, AND BUNDLING. 2.) ELECTRICAL CONDUITTO BE MIN. PVC SCHEDULE 40, ADJUST FOR SITE CONDITIONS. 3.) ALL ELECTRICAL MATERIALS AND INSTALLA- TION METHODS TO COMPLY WITH NEC AND LO- CAL CODE REQUIREMENTS. ELECTRICAL LOAD SUMMARY AC CIRCUITS TAG POWER VOLTAGE RANGE MAX. AC CURRENT MAX. DC CURRENT INV -1 5000 WATTS 211-264 VAC 21 A AC 30 A DC INV -2 6000 WATTS 211-264 VAC 25 A AC 30 A DC PROPOSED EQUIPMENT SPECIFICATIONS REVISIONS Mathew Campbell 700 Harbor Lights Drive °� c ENERGYSouthold NY 91971 ENERGY ELII'INATING THE COST OF ENERGY 1.) INITIAL SUBMITTAL WITH APPLICATION Page 2 of 2 Drawing No: CAMPBELLM-3LD1 Revision: 1 Revised: 2/02/2015 -------_--------_—________ — NEW EQUIPMENT k € ! PV—SA-1A I D FC; € N _.... 2 1 INV -1 _ D o D � N • • • 2 1 INTEGRAL DC/AC I { { 1 € AC—COMBINER PANEL AC—CMB-1 € (LOCATED NEAR INVERTERS) 1 AC DISCONNECT (PV LOADS ONLY) AC—DSC-1 i EXISTING SERVICE 120/240, 1 PH. 3W =1111 'i!1 j€ PV—SA-2B I� ! Mathew Campbell 700 Harbor Lights Drive Southold, NY 11971 I II { € I {----T—_.--.._..... —GECi — � GESTING �.._. _ J �6 CU `WIRING GUTTER _— — -- —_— _— -- -- IRREVERSIBLE SPLICE — EXISTING AC PANEL PROPOSED 3 -LINE ELECTRICAL DIAGRAM REVISIONS 1.) INITIAL SUBMITTAL WITH APPLICATION 't s E N LOG ICO E N RG \-' ELIMINATING THE COST OF ENERGY Page 1 of 2 Drawing No: CAMPBELLM-3LD1 Revision: 1 Revised: 2/05/2015 1 DISCONNECT SWITCH ( { { I I E PV—SA-16 l I { BKR-1 MAIN PV—SA-2A A BSI { I I FUSED E D D .�... INV -2I I I I 1 aKR—z1 ® 4 € qL,`_ 41 N •4•• INTEGRAL DC/AC I I I I I N € © a DISCONNECT SWITCH I 1 1 N j€ PV—SA-2B I� ! Mathew Campbell 700 Harbor Lights Drive Southold, NY 11971 I II { € I {----T—_.--.._..... —GECi — � GESTING �.._. _ J �6 CU `WIRING GUTTER _— — -- —_— _— -- -- IRREVERSIBLE SPLICE — EXISTING AC PANEL PROPOSED 3 -LINE ELECTRICAL DIAGRAM REVISIONS 1.) INITIAL SUBMITTAL WITH APPLICATION 't s E N LOG ICO E N RG \-' ELIMINATING THE COST OF ENERGY Page 1 of 2 Drawing No: CAMPBELLM-3LD1 Revision: 1 Revised: 2/05/2015 1 SURVEY OF LOT I "MAP OF HARBOR LIGHT5 E5TATE5, SECTION ONE II FILED Ill THS SUFFOLK COUNTY CLEWS OFFICE AS MAP No. 4362 51TUAT5. 5OUTHO LD TOM 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED 05-30-02 SUFFOLK COUNTY TAX it 1000-11-2-14 CER77FMTO: MATrHEW C. CAMPBELL JACQUELINE M. CAMPBELL COMMONWEALTH LAND TnU INSURANCE COMPANY ,u 'To '10 N f WE �iolntbn nl9eclbn 1241, sW-ONifran 2, OI !nn Ha.. Yat, Stole EWw{ro� Lan' MONUMENT FOUND 0 • PIPE FOUND ADnp on N9 heMir 1. too tett. c W'd11*11nen- I- and AREA 20,000 5F OR 0.46 ACRE JOHN C. EHLERS LAND SURVEYOR- 6EAST MAIN STREET N.Y.S. LIC. NO. 50202 5RAPHIG SCALE., RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REFA\Hp sdrvdr\d\PROS\02-201a.pro f SURVEY OF LOT I � � "MA .0 IF HARBOR Ll &HTS E5TATE5, N 5ECT1ON ONEIIII FILED IN. THE SUFFOLK COUNTYw E GLS 5 OFFICE A5 Mei' No. 4362 51TUATE: SOUTHOLD TOWN: SOUTHOLD � SUFFOLK COUNTY, NY SURVEYED 05-30-02 5UFFOLK COUNTY TAX # 1000-1.1-2-14 CERTEFM TO: MATZHW C.: CAMPBELL JACQVJIB><ME M. CAMPBELL COMMONWEALTH LAND T= ENSU RANCE COMPANY <0T 30 Uss�o'� zz i . Foy 1 NOTES: MONUMENT .FOUND PIPE FOUND AREA = 20,0005F OR 0.46 AGRE GRAPHIC 5GALE' I "= 30' co_.I � v � v»,umleae o¢aroelon or nnrr{wn ro a sly... .'�nop nerrvg o ueomon lora 'nwnyrx> nrl I> ny vblalRm al snclbn l3dt. sW-tlNybn Z, el {ee ttv. Tort State Fa+cotbn Lo.. •P"Y caple> Iron uh o.IgNnl or {nl> mrvny matron Hilo on orvjsnl afVu. Ind >Irvuuar � ��i � 'L $0 02 PJB �nO l CJ D J A 5lompae s°al slbll ne rnngl4nree to 0o vnlN•Irvn 'Lorll/bolbn> MKelae wlroon >4jnffy Ibl IM> °v "", p•npo.ed N aueraonn nla, ue er- n:vg code or rroaustl for Lab �.�.ey> adop:m by IAo NnN YorR Stale Asmcfa:bn °I rrofessRvnl Lmn r oyas. Sonnom b cer1YM°tVm> N°II rvn only to len pn `rn- Ire su-ray I> pr°p� and cn N9 belnll b Ne Mlle conpory ga a ne, eol ogarcy ane I°MNg a>uwtwn rnledroren one ltl leo O>s4jnns of iro IorclNy N>Illullan. Larlllwo- t1IXe are rol Irfmsloroble to etltlltbml N>tlt>tbrn JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO, 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Ilp seiner\&PROS\02-201a.pro 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: I. 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. S. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Comphattee"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" lurid 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 $50.40, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building 550.00, 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. 2/12/15 New Construction: Old or Pre-existing Building: x (check one) Location of Property: 700 Harbor Lights Drive Southold House No. Street Hamlet Owner or Owners of Property: Matthew. Campbell Suffolk County Tax Map No 1000, Section 71 Block 2 Lot 14 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: GreenLogic LLC Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 50.00 pp icant Signature April 29, 2015 Town of Southold Building Department Town Hall 53095 Route 25 Southold, NY 11971 Dear Building Inspector: Please find attached a building permit application on behalf of Matthew Campbell who has engaged us to install a ground -mounted solar photovoltaic (PV) electric system for his home at 700 Harbor Lights Drive, Southold NY. In connection with this application, please find attached: • Building Permit application • A Storm Water Assessment Run-off Form • Certificate of Occupancy Application • 2 Surveys of the Premises • 4 Engineer's Reports (2 originals and 2 copies) • 2 Electrical Drawings • 2 Spec. sheets of the solar panels (SunPower SPR -E20-327) • 2 Spec. sheets of the inverter (SMA SB5000TL-US-22, SB6000TL-US-22) • 2 Code Compliant Manuals for Racking System • GreenLogic Suffolk County Home Improvement License • GreenLogic Certificate of Liability Insurance • GreenLogic Certificate of Worker's Compensation Insurance Coverage • Installation Manager's Master Electrician's License • Check for $100 ($50 Building Permit/$50 CO) • Application for Electrical Inspection with a check for $100 Please let us know if you need anything else in connection with this application. Yours truly, &4vt, Barbara Casciotta Senior Account Manager BarbaraC@Greenlogic.com 631-771-5152 ext. 117 GREENLOGIC LLC ® www.GreenLogic.com Tel. 877 7714330 Fax: 877 771 4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd. 39A 200 S. Service Rd , #108 Southampton, NY 11968 Rosyln Heights, NY 11577 Scott A. Russell °S� �� TSO}lE�l\�![��vAk IFIEIR� SUPERVISOR� hv1[A\ISA\& Gr•IEI� LENT SOUTHOLD TOWN HALL - P. O. Box 1.179 53095 Main Road - SOUTHOLD, NEW YORK 11971 � Town of Southold -CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED. BY THE APPLICANT) DOES THIS PROJECT INA70 LVE AN1Y OF THE F'OI;I. OWINCl: (CHECK ALL THAT APPLY) 0EA. Clear in , grubbin , grading or stripping of land which affects more than 5,000 square feet of ground surface. Q B. Excavation or filling involving more than 200 cubic yards of material ; within any parcel or any contiguous area. El Site preparation on slopes which exceed 10 feet vertical rise to ❑❑ C. P P P 1.00 feet of horizontal distance. ®� D..Site preparation within 100 feet of wetlands, beach, bluff.or coastal erosion hazard area. iE ODE. Site preparation within the one -hundred -year floodplain as depicted i on.FIRM Map of any watercourse. ❑� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes , � in-kind replacement of impervious surfaces. .... ..._ ....._..... _.. .�.m._....... _.._ . _......-___. ._._ If you answered. NO to all of the questions above, STOP! Complete the Applicant section, below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please, submit Two copies of a Stormwater Management Control Plan and a completed Check List -Form to the Building Department with your Building Permit Application. --......... ..............._.... - APPLrC•.r1NT. ?Property Owner, Design Professional Agent, Contractor, Other, __ NAME: GreenLogic LLC (Nesim Albukrek) P. I Contact rnrormation: 31-771-5152 . E7':kµmce ttum.�,7 — — — — — — — — — — — — — — — — i I,Property Address / Location of Construction Work: 700 Harbor Lights Drive, Southold, NY 11971 N OKM ' �iMOF - 1(J5 MAY LU 14 'S,C.T.M. *: 1.000 Date D)3tr(ct 71 2 14 2/12/15 lection Block U)t __....__.. .... ....... ..n... _._.. *" rOR BUILDING DEPARTMENT USE ONLY j Reviewed By: l°," -A --—---Date_�_1� — Approved——far processinm Building Permit. Stormixater- Management Control Plan Not Required. 1€ — — — — — — — — — — — — — if DStornnvater Management Control Plan is Required. -For«vard to Engineering Department for Review.) �..... ............... -OWNER- STREET ? VILLAGE DIST. SUB. LOT ' fkqfthlav�) D r Lil All IZZ FORMER 6WNER 141-frenl /-/, Via N f E. E ACR r ��6 ell 1 S W TYPE OF BUILDING SEAS. VL. FARM . comm. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS v6 6 /61 0 7 7 0 V 2-1 3 7,9 - rl bpr6-5 ("ri m b 40/d i 7�:101)/!, la n 5 91 �Ilralw-� f I AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plo BULKHEAD Total DOCK TRIM Wb-)'� 71-2-14 2/04 �t _ I -A- & L- t a " Extension — i � 3% 3 S �I ? Extension T7 Extension Foundation Bath Dinette Porch 1 - (( S / Basement Floors ;,v, K. Ext. Walls w o0) V 1i oyJ! Interior Finish rt tea _ LR. Breezeway Fire Place Heat DR. {' Garage - ype Roof Rooms lst Floor BR. Patio Recreation Room Rooms 2nd Floor FIN, B O. B. Dormer Driveway Total 20% EFFICIENCY SunPcwer E20 panels.arc the nighesi efficiency panels on the market today, providing rrore .power in the same - amount of space MAXIMUM SYSTEM OUTPUT C&nprehensive inver.fer compatibility ensures that customers, can pair the''highest- effic'ency panels with the highest -efficiency . inverters, maximizing system output s REDUCED INSTALLATION COST " More power per panel means fewer panels per. install. This saves both time and. money RELIABLE AND ROBUST DESIGN. SuriPower's unique Maxeonr''cell 'technologyand advanced module design ensure industry-leading reliability 1 MARE T" :C E LL TECHNOLOGY Pa+ented all-back•co; tact solar cell, pmvid'ng the industry's highest efficiency and reliabi4,, r ' { SERIES THE WORLD'S STANDARD FOR SOLAR'''' SunPowei` E20 Solar Panels provide today's highest efficiency and performance Powered by Sun Power Maxeon ' cell technology, the E20 series provides panel conversion efficiencies of up to 20 1 % The E20's low voltage temperature coefficient, anti -reflective glass and exceptional lovv-light performance attributes provide outstanding energy delivery per peak power watt SUNPOWER'S HIGH EFFICIENCY ADVANTAGE 20% 5% 10°° Ak 5 SID, � � E � THIN FILM, CONVENTIONAL SERIES SERIES 5 E R I E S t MODEL: SPR-327NE-WHT-D ELECTRICAL DATA -V CURVE M—ured at Standard 7.11 Cand fi.rl 15TQ: l--, &e .1,1 000W/W ANA 1.5, and .It Is., . 255C at,' . ........ .. 7 Peak Power (+5/-3%) Pmax 327 W 6 l000 Cell Efficiency n 22.5% 5 Panel Efficiency n 20,1 % 80ow./* 4 54.7 V Rated Voltage VMPP 3 . . ......... ------- ------------ .................. . ...... ..... Rated Current P...... . ...... .... . .... .......... p 5.98 A ......... . ...... , 0 2 Open Circuit Voltage Voc 64.9 V 20OW/in' Short Circuit Current ISC 6 46 A I 0 1 Maximum System Voltage UL 600 V 0 10 20 30 40 so 60 70 Temperature Coefficients Power (P) 0.3800/K Voltage(V) -- ----------- Current/voltage characteristics with dependence on irradicnce and module temperature. Voltage (Vocl —176.6mV/K Current (Isc) 3.5mA/K TESTED OPERATING CONDITIONS NOCT 45' C 2* C . ..... ... . ... ... ....... . .. ---- --- ....... ............ Temperature 40' F to +185' F (- 40* C to + 85' C) Series Fuse Rating 20A .. ........... Grounding Positive grounding not required 1 13psf 550 kg/M2 (5400 Pa), front (e.g. snow) Max load w/specified mounting configurations MECHANICAL DATA 50 psf 245 kg/M2 (2400 Pa) front and back (e.g. wind) I Solar Cells 96 SunPower Maxeonr" cells ......... ..... .. . .. ..... ..... . . ..... ............. . ..... ...... High-transmission tempered glass with Impact Resistance Hail: (25 mm) at 51 mph (23 m/s) Front Glass anti-reflective (AR) coating .......... ..... ....... ... ...... Junction Box IP-65 rated with 3 bypass diodes WARRANTIES AND -CERTIFICATION 'S Dimensions: 32 x 155 x 128 mm Output Cables 1000 mm cables / Multi-Contact (MC4) connectors ........... --------- ------- Warranties ----------- 25-year . - . . . . limite . d power - warranty ... ..... ...... . .. .. .......... Frame Anodized aluminum alloy type 6063 (black) 10-year limited product warranty Weigh, 41.0 lbs (18.6 kg) Certifications Tested to UL 1703. Class C Fire Rating 7 DIMENSIONS ... . ..... .. . ....... MM (A) - MOUNTING HOLES (B) - GROUNDING HOLES2X577[22Y0] 2X V51 (IN) 12X 06.6 1.26] 10X 04.2 [.17] [12.69 i 41,230— J09 1 1 9 I61. Z* BOTH ENDS 7v (A) :2v)': 47 'W Please read safety and installation instructions before using this product, visit sunpowercorp.com for more details. Q 2011 SunPower Corporation. SUNPOWER, the SunPower Logo, and THE WORLD'S STANDARD FOR SOLAR, and MAXEON are trademarks or registered frad.marlai sunpowe rcorp.com of SunPower C.,p..N.., in the US and .[her courtri. as well. All Rights Reserved. Specifications included in this dafasheat ate subject to change without notice. Document =001 -65484 Rev' B / tTR._EN cs 11 316 SUNNY BOYT - SAS s r! -us T - S / S T .-US / 0oo -us Po: 7-7 14, A. I° `,, d g�°, .`;�a'p�a, .d,A'°o=A� ,"a c.y e°,�k,, 4 e �` ° �,..•` ° .. .a e �r u'.P L �, R ., c ,�. ` • ° .fie , � °,, �� " . ,, ,,� ° �I pec, • � (t" ;�,, _ s r , /+,...«-+,.,........,....,-.,..W....,.°......ra ..i.w.°✓w... ,e:, ^f . _� l:..' ..... " ,.e'`IYHHtlaP Y:.. .. = t NLf SUPPTHE WORLD'S E wcv F � Fo: LY Rt ' x Certified r Innovative j Powerful } Flexible { ••UL 174 1and 1699E compliant I j; `Secure Power Supply provides is ° .97.2% maximum efficiency • Two MPP trackers provide I • Integrated AFCI meets the require- t daytime power during grid outages • Wide input'voltage range , , numerous design options ments of NEC 2011 690.11 • Shade management with OptiTrac i • Extended operating; Global Peak MPP tracking temperature range SUNNY BOY TL -US / 3 ®TL -U / 40®TL-CJS / 5 0 TL- / 60TL- Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative features make the Sunny Boy TL -US series the first choice among solar professionals. MENGINEERED IN THE USA- Transformerless design The Sunny Boy 3000TL--US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US are transformerless inverters, which means owners and installers benefit from high efficiency and lower weight. A wide input voltage range also means the inverters will produce high amounts of power under a number of conditions. Additionally, transformerless inverters have been shown to be among the safest string inverters on the market. An industry first, the TL -US series has been tested to UL 1741 and UL 16998 and is in compliance with the arc fault requirements of NEC 2011. produced in all types of climates and for longer periods of time than with most traditional string inverters. Secure Power Supply One of many unique features of the TL -US residential series is its innovative Secure Power Supply. With most grid -tied inverters, when the grid goes down, so does the solar - powered home. SMA's solution provides daytime energy to a dedicated power outlet during prolonged grid outages, providing homeowners with access to power as long as the sun shines. Simple installation increased energy production As a transformerless inverter, the TL -US residential series is lighter in weight than OptiTracTm Global Peak, SMA's shade- its transformer -based counterparts, making tolerant MPP tracking algorithm, quickly it easier to lift and transport. A new wall adjusts to changes in solar irradiation, which mounting plate features anti -theft security mitigates the effects of shade and results in and makes hanging the inverter quick and higher total power output. And, with two MPP easy. A simplified DC wiring concept allows trackers, the TL -US series can ably handle the DC disconnect to be used as a wire complex roofs with multiple orientations or raceway, saving labor and materials. string lengths. The 380OTL-US model allows installers to An extended operating temperature range maximize system size and energy production of -40 'F to +140 'F ensures power is for customers with 100 A service panels. THE NEW SUNNY BOY TL -US RESIDENTIAL SERIES _ HAS YET AGAIN' REDEFINED THE CATEGORY. t j Leading monitoring and control solutions The new TL -US residential line features more than high performance and a large graphic display. The monitoring and control options provide users with an outstanding degree of flexibility. Multiple communication options allow for a highly controllable inverter and one that can be monitored on Sunny Portal from anywhere on the planet via an Internet connection. Whether communicating through RS485, or SMRs new plug -and -play WebConnect, installers can find an optimal solution to their monitoring needs. Technical data Sunny Boy 3000TL-US Sunny Boy0OTL-US lid F�l 208 V AC240 VACI 208 V AC 1 38240 V AC 'j Input (DC) usable DC power cosy, 3200 W 4200 W -6 600 V 600 V -Rated MPPt 175 - 480 V 175 - 480 V More effident MPPT opprating,voltage range125 V - 500 V 125 V -_500 V Min. D(fyolla--qe--/ - I � --f�6 v 125 Mox_stqrtvotIqge 125v/ VI/ 15.0 V -�- " , . I i -B A input current/ per tracker_ 15A 24A/ 15A Number of MPP trackers/ strings per MPP tracker 2/2 13b JI• Output (AC) j060 W 3330 VV 31346W AC nominal power - 3330 VA 38AO VA AC apparent power 3000 VA 1EID NqM Max;- !qq] - ��C I v,?I!agq/9 I djustable 208 - V/Q �; 240V 208 V/ o .2,40 V AC AC volto . 9 9 - ran I e -16i '--22�9 V !-'2 i 1 -2-6-4 V 183 229 . V 211 . 264 V Shade management AC grid heaiuqncy;,paqqe 601-1-1;/,59.31- 60.5 Hz Max. output current 15 A 16 Power factor ip' Output phases line connections 1/2 --1/2 Harmonics <4% <A% Efficiency Max. effic�fqncy 96.8% 971% 96.8% CEC,efficiilency 96% 96.5%. 96% 96,5% r r ",,-,Protection devices DC disconnection - device 0 Easier DC.fqve`rse-pola'rjty protection Ground fault RDqifarm`g / Grid `- monitoring 'K sbq# circuit protection 4 �pu 9 - -- - - Al -pale sensitive residual current monitoan unit ;ktp fault circuit in-te-rrupie-r (40).complicmt to UL 1699B_, Protection General data 406 /,519(19.3/20;5/73), 1,185 VrensioPs W H P), in m li - biff Disconnect dime;�siom (W /Jj'/ D) in mm fp/-�-/ o-0 (7.4/11r7/7.5), Broad temperature range Packingdimensions(yV/H/P)Inmm(in)___,__ 617/59;v2§6 (24.3/23.5!105).__-_,_ . DC Disconnect packing dimensions.(W / H / D) in mm (i_n Vd/ 246/286 (114.6/94/11.0) u Pocking ,weight / DC Disconnect packing weight27kg(60 lb) IS kg (8 lb) ON -40 +60 C F + 140 F), _.p#rqtiqg!pmpqrqturejo 9q.- .. ...... 5 qtsp eEmssion (typical)., 25 dB(A) 2 dB(4) Internal consumption atnight i W _ Transformerle s Transformerless Topology I I -M I ...... .. . ..... - n "- Convection Cooling cappiept- Convection . ......... Secure Power Supply Electronics protection rqtiqg- NEMA 3R NEMA 3R Features Secure Power Supply Display: graphic Wa rTqpInterfalcek.RS485 / SppedwireMebcqnnecf 0/9' 0/0 ty: 1 0 / 15 / 20 year s -0/9/q. _,perfiRcatts and p!,rmiiti — ovai1-a'bleonreqqqst),__ _,j PLI74,UL]998,UL1699B,f.EEE154.7,FCC,Pdl,5(Ck.A&-BICA,N/CSAC2221.07.1.l, NOTE: 'US inverters ship with gray lids Flexible communications Type -0 esig motia.n- ---1 -SB,.3,OQQTL-US-22.-. SB380OTL-US-22 Technical data continued on back -------- -- ------ -- j Efficiency curve SUNNY BOY 5000TL-USI ---------------•- Acc@ssones i 98 46 ... .................... ..................... . ._... ..,......,._ _.., efxonnetl M-485C&US10 _ nWDMUe 4 85 intedace J'�'j °. S 5.10 i E 92 �' e : � .. ..�.. ... _ ..,.._.._ 97 ---- ---- - &' � : Fan kit t -- �-- -• - ----• -- --- /- � i ' ? FANKIT02-10 • w € •••• Eta IV_ 175 VI Bi 9s --_� i !' • - 88 . - EtajV,=400 Vi� m 175 aeo _ ' 86C Eta (V..' 480 VI 0.0 0.2 0.4 0.6 08 1.0 1 i =--------------------- F ••Standard feature o O ptional feature Not available Outputpower/ -- p- Da a ot nomina con ''ons i Technical data Sunny Boy 400 GUS . Sunny Boy 5000T1-US Sunny Boy 600071-US .'t_. .. .., .. h 208 V AC' 240 V AC I 208 V AC 240 VAC „`i _ 208 V AC 240 V AC Input (DC) Max. usable DC_power (@ cos.y _'..1 ) _- „ ._ .__ _ 4200 W _ „ ,_.: 5300 W _ 6300 W . Max. DC voltage= _._. ;.___.-_____.-600V____.___.__ 600 V_ - _.__.._._ ._.._.. 600V _.- . 210-480 V Rated MPPT voltage range ; 175-480V' „MPPT opernling voltage range 125 V .500 V__, ._ i 125-V -�500V v - ,125 V - 500 V -, Min. DC voltage J start•voltage ; 125 V / 150 V _ 125 V J 7 50 V 125 V % 150, V. M _ Max. input current /per MPP tracker _ _ , ._ „ 24 A % 15 A .__ - t _ 19A/t5 A _ 30 A /_ 15-A Number of MPP trackers / strings per MPP tracker 2/? Output (AC) AC nominal power 4000 W _ 4550 W _ ,1 ' _'5000 W I '5266W 6000 W _.._. _ _.. Max. AC apparent power _ 4000,VA___, _ 4550 W, 5000 VA _ $200 VA _' 6000 VA� Nominal AC voitage % adjustable - 208 VI o- 240V ®- ! _ 208 V • _ 240 V • w ' 208 V �_® 24Q V j _. _ AC voltage range , _ _ -__ _ 183, - 229'V 21,1 ., 264 V _ 183 - 229 V_•,; W 211 - 264 V T t $3 229 V ' ' 211_- 264 V AC grid frequency; range 60 Hz / S9 3 60-5 Hz 60 Hz % 59.3 -L60.5 Hz 60 Hz /_5 9.3 -_60.5 Hz _ . _Mgx.outputcurrent._. -._ ._ ... 20A_..- _ _. _ _..... __._.,_.22:/S -J -' _ _--- 25_A. .. Power factor (cos (p) i Output phases j line connections. 1 / 2- ._, 1,/ 2 _ 1,/ 2_ _..W �., _ -.. _.. _ .. _ ...,... _. <4f <41 _ <4% a .. Harmonics Efficiency Max. efficiency 96.8 % 97.2% 96-8% 97.1 96.8°! * 97.1%* CECefflciency_ 96% 96.5% ` 96% ._._ 96.5% 96%' DC disconnection device _ ,. _ ` • ... _ .. _. __... -. ® .- ,. __.,.. -_-. _ ___-.-. .._ DC reversepola4v protection _ _Ground faultmonitoring,/Grid monitoring_ _ _,..-.. _ ®./ ®,_., _------ AC short circuit protection _ • _ _ _ AI!-pole sensitive residual current monitoring unit • - Arc fault"circuit interrupter (AFCI) compliant to U1 16998 _ -.._.., - Protection class / overvolfage category, General data Dimensions (W % H(in). ._.._. 490f 5,19, /_185_•(19.3 / 20.5 J 7.3j;-..-. . DC Disconnect dimensions (W / H / D) in mm;(in)__ __ 187 / 297 % 190 (7-4 j 11.7 Packing dimensions,(W / F/,D) in in (in) • ,. 617 / 597 j 266 (24.3 / 23,5_ j 10.5) t _. DC Disconnect packing dimensions (W / H / D) in mm (in) ; 370 / 240,/ 280_;(14.6/ 9.4J 11.0) _,.-,.._. ._ -.--- - Weightf DC Disconnect weight _ -_ _24 kg (53 Ibj / 3 5 kg ,(8 Ib) w, _ .._ ._ _ _ Packing weight / DC Disconnect packing weight _.-. _.., ,- _.-. __...___._.__,. ,__ 27 kg _(601bj, j_3.5 kg, (816)' W =W W µ _.-_. Operating ternperature range _ -40 ° C ... +60 ° C (-40 °F ,.. +140 ° F) _ _. <25dBA _._ `�29,d6Ax <29dBA Noise emission (typical)_ -, _ -- _ . .(..)_ _ (-) Internal consumption at night< 1 W _ _ < 1 W - - :'gY. - Topology polo Transformeiless ., Tronsformerless 7ronsformerless ; Cooling concept Convection „' Convection I Active Cooling _ Electronics'pr9tection rating .-_. �.. _ _.- - NEhAA 3R _. NEMA 39 Features Secure Power Su ply _ _ - Display: graphic ® • Interfaces: RS485 / Speedwire/Webconnecf _ O/O _ 0 j0 __ _-• Of O , W Warranty: 10 J 15 / 20 years _ __. 6 i0/9 _ ®/O/O _ ®%ojo Certificates_and_permits (more, on regues)._. -_ .__ , UL }741, UL 1998,, UL J 649B,_IEEE1547, ECC Part 15-( loss A & Bj, CANJCSA C22.2 107,1-1,_ - *Preliminary. data as of February 2014. NOTE:. US inverters,ship with gray.lids __. a _.._ Type designation _ SB 4000TL-US-22 SB SOOOT_L•US 22_ SB_6000TL US 22 e_ __ Toll Free +1 888.4 SMA IDSA www.SMA-Arrierica.com SMA America, LLC `oe®Colt Istallatio'lVlanual 800 .. •^�Y �` � ! `�� "� �� ,r 'fig ��.�.�+,T-,�� .n s � s.._ ,.. ..... e�sas, .n. ., - -r (✓ r ._.•'•.«^".'.^'�'�nsS° �_ .....=!...+=..^.s.`xc'^ r_ u.. 2.._�r"'....^'r. u.A.G Table of Contents L Letter of Certification.....................................................................2 H. Installer's Responsibilities............................................................:... 3 Part I. Procedure to Determine the Total Design Wind Load ...................................... 4 Part H. Procedure to Select Rail Span and Rail Type.............................................11 Part III. Installing SunFrame............................................................... 14 Unirac welcomes input concerning the accuracy and user-friendliness of this publication. Please write to publications@unirac.com. NFUNIRACUnirac Code -Compliant Installation Manual SunFrame L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame system. This manual provides (1) supporting documentation for building permit applications relating to Unirac's SunFrame Universal PV Module Mounting system, and (2) planning and assembly instructions for SunFrame SunFrame products, when installed in accordance with this bulletin, will be structurally adequate and will meet the structural requirements of the IBC 2006, IBC 2003, ASCE 7- 02, ASCE 7-05 and California Building Code 2007 (collectively referred to as "the Code"). Unirac also provides a limited warranty on SunFrame products (page 30). FA Page 2 SunFrame offers finish choices and low, clean lines that become as natural a part of a home as a skylight. It delivers the installation ease you've come to expect from Unirac. Whether for pitched roofs and parking roof structures, SunFrame was designed from the outset to promote superior aesthetics. Modules are flush mounted in low, gap -free rows, and visible components match clear or dark module frames. The installer is solely responsible for: • Complying with all applicable local or national building codes, including any that may supersede this manual; • Ensuring that Unirac and other products are appropriate for the particular installation and the installation environment; • Ensuring that the roof, its rafters, connections, and other structural support members can support the array under all code level loading conditions (this total building assembly is referred to as the building structure); • Using only Unirac parts and installer -supplied parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu. of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; and Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading, wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional engineer. SunFrame Unirac Code -Compliant Installation Manual FUN I RAC 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 ASCE 7-05 limitations: 1. The building height must be less than 60 feet, h < 60. See note for determining h in the next section. For installations on structures greater than 60 feet, contact your local Unirac Distributor. 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 45 degrees or a hip roof with a pitch less than 27 degrees. 6. If your installation does not conform to these requirements please contact your local Unirac distributor, a local professional 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 (Psf) = 0ztlpnet30 pnet (Psf) = Design Wind Load A= adjustment factor for height and exposure category Kzt = Topographic Factor at mean roof height, h (ft) I = Importance Factor pnet3o (psf) = net design wind pressure for Exposure B, at height =30,1=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 50 years. h (ft) = total roof height for flat roof buildings or mean roof heightfor pitched roof buildings Effective Wind Area (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 5. 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 Basic Wind Speed, V (mph) Determine the Basic Wind Speed, V (mph) by consulting your local building department or locating your installation on the maps in Figure 1, page 4. Step 2: Determining Effective 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 rail. That area is the Effective Wind Area. Page 3 ®� u 'NIRA.CUnirac Code -Compliant Installation Manual SunFrame .mph: oe. Figure 1. Basic Wind Speeds. Adapted and applicable to ASCE 7-05. Values are nominal design 3 -second gust wind speeds at 33 feet above ground for Exposure Category C. 80(40) M 100(45) 130(St 110(49)120(54) Step 3: Determine Roof/Wail Zone The Design Wind Load will vary based on where the installation is located on a roof. Arrays may be located in more than one roof zone. Using Table 1, determine the Roof Zone Setback Length, a (ft), according to the width and height of the building on which you are installing the pv system. M-11(•-', `n R R &pedal Wind Region 80(40) 110(49) 120(54) 130(58) 140(63) Miles per hour (meters per second) 140(63) M 150(m Table 1. Determine Roof/Wall Zone, length (a) according to building width and height a = 10 percent of the least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3 ft of the building. Roof Least Horizontal Dimension (ft) Height (ft) 10 15 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 3 ' 3 3 3_ .: 4 _.._5 6. -. _- 7 8 '8 _.8 8 �_- 8,• •8 � 8 .12 ._ 16 20 � 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 30 :..... 3 . 3 .....3 -..._3.. ` 3 ........._` 5 :. ._6 7..._.. $ _.......... ......9 ' ..... 10 _. ^12... 12 12,. _ 12 12 16 . _ 20 35 3 3 3 3 3 4 5 6 7 8 9 10 12.5 14 14 14 14 16 20 40.. .. .._ 3 .. 3... .3 :.' 3.� '...3:.. _4..�....:5 _b- ...7 ..:_8:... 9.. . _.LO....12:5._._a.15._:_...16_...,.ib. 16�. f,6m _.20. 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 3.. 3... 3._:.. 4...`..5 .._ 6 .:..:7.. _._ 8 ,9.. _. IU._J2.5, 15:' 17,.5 ,..20. �20_ 20,: 20- 60 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 20 24 24 24 Source. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 41 N SunFrame Unirac Code -Compliant Installation Manual °'V Step 3: Determine Roof Zone (continued) Using Roof Zone Setback Length, a, determine the roof zone locations according 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. Enclosed buildings, wall and roofs Gable Roof (® <_ 7°) h �a Gabld 1h a 4� F-1 Interior Zones End Zones Corner Zones Roofs -Zone I/Walls -Zone 4 , k a Roofs - Zone 2/Walls - Zone 5 Roofs - Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 41. Step 4: Determine Net Design Wind Pressure, pnetso (Psi) 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 overhang, use Table 3, page 7. Both downforce and uplift pressures must be considered in overall design. Refer to Section II, Step 1 for applying downforce and uplift pressures. Positive values are acting toward the surface. Negative values are acting away from the surface. Page 5 oo� A Unirac Code -Compliant Installation Manual SunFrame Table 2. paet3o (pso Roof and Wall Basic Wind Speed,V (mph) Source. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 6 90 100 110 120 i 130 140 150 170 E/j'ecrive i , i Zone W,ndArea (so Downforce Uplift Downforce j Uplift pownforce. Uplift I Downforce Uplift i Downforce Uplift I Downforce Uplift Downforce 'Upliift + Downfome Uplift 1 10 5.9' -14.6 7.3 -18.0 i 8.9 -21.8 ' 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 , 21.1 -52.0 1 20 5.6 -14.2 ' 6.9 -17.5 8.3 -21.2 ! 9.9 -25.2 , 11.6 -29.6 13.4 -34.4 15.4 -39.4 • 19.8 -50.7 0 1 50 5.1 -13.7 6.3 -16.9 1 7.6 -20.5 s 9.0 -24.4 10.6 -28.6 1 12.3 -33.2 114.1 -38:1 18.1 -48.9 1 100 1 4.7 -13.3 5.8 -16.5 7.0 .. -19.9 8.3 -23.7 1 9.8 . -27.8 ; 11.4 -32.3 ; 13.0 -37.0 ; 16.7 -47.6 2 10 5.9 -24.4 i 7.3 -30.2 8.9 -36.5 ` 10.5 -43.5 1 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 ® 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 ' 9.9 -38.8 11.6 -45.6 t 13.4 -52.9 ; 15.4 -60.7 E 19.8 -78.0 ® 2 50 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 ; 12.3 -44.5 14.1 -51'.1 ` 18.1 -65.7 ® 2 100 4.7 -15.8 5.8 -19.5 7.0 -23.6 ! 8.3 -28.1 ; 9.8 =33.0 ` 11.4 -38.2 ; 13.0 -43:9 16.7 -56.4 i 3 10 5.9 -36.8 `: 7.3 -45.4 8.9 ; -55.0 10.5 -65.4 12.4 -76.8 ' 14.3 -89.0 16.5 -102.2 ° 21.1 -131.3 3 20 5.6 -30.5 6.9 -37.6 ? 8.3 -45.5 9.9 -54.2 11.6. -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 50 5.1 -22:1 6.3 -27.3 7.6 -33.1 i 9.0 -39.3 r 10.6 -46.2 , 12.3 -53.5 14.1 -61.5, , 18.1 -78.9 3 100 4.7 -15.8: 5.8 -19.5 7.0 i -23.6 1 8.3 -28.1 9.8 I -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 , 10.4 -16.5 i 12.5 -19.9 t ' 14.9 -23.7 17.5° -27.8 E 20.3 -32.3 ' 23.3 -37.0 , 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 i 11.4 -19.4 13.6 -23.0 16.0 -27.0: 18.5 -31.4 21.3 -36.0 ` 27.3 -46.3 1 50 6.7 -12.5 8.2 -15.4 1. 10.0 -18.6 11.9 -22.2 13.9 -26.0 16.1 -30.2 18.5 -34.6 23.8 -44.5 1 100 5.9 -12.1 7.3 -14.9 . 8.9 -18.1 10.5 -21.5 12.4 -25.2 ' 14.3 -29.3 16.5 -33.6 ; 21.1 -43.2 2 10 8.4 -23.2 10.4 -28.7 112.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 123.3 -64.5 30.0 -82.8 2 20 7.7 -21.4 1 9.4 -26.4 11.4 -31.9 j 13.6 -38.0 i 16.0 -44.6 18.5 -51.7 ' 21.3 -59.3 127.3 -76.2 2 50 6.7 " -18.9 8.2 -23.3 10.0 -28.2 11.9 -33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 ; 23.8 -67.4 2 100 5.9 -17.0 7.3 -21.0 ; 8.9 -25.5: 10.5 -30.3 12.4 -35.6 ; 14.3 -41.2 ; 16.5 -47.3i 21.1 -60.8 3 10 8.4 -34.3 , 10.4 -42.4 ' 12.5 -51.3 14.9 -61.0 i 17.5 -71.6 s 20.3 -83.1 i 23.3 -95.4 ; 30.0 -122.5 3 20 7.7 -32.1 9.4 -39.6 11.4 ` -47.9 13.6 -57.1 16.0 -67.0 ' 18.5 -77.7 3 213 -89.2'.F 27.3 -114.5 3 50 6.7 -29.1 8.2 -36.0 i.10.0 -43.5 11.9 -51.8 13.9 -60.8 ' 16.1 -70.5 18.5 -81.0 23.8 -104.0 3 100 5:9 -26.9 7.3 -33.2 ; 8.9 i -40.2 10.5 -47.9 112.4 -56.2 14.3 ! -65.1 16.5 -74.81 21.1 -96.0 1 10 . 13.3 -14.6 16.5 -18.0 , 19.9 -21.8 23.7 -25.9 ; 27.8 -30.4 32.3 -35.3 37.0 -40.5 , 47.6 -52.0 1 20 13.0 -13.8 16.0 -17.1 19.4 -20.7 23.0 -24.6 1 27.0 =28.9 31.4 -33.5 36.0 -38.4i 46.3 -49.3 1 50 12.5 -12.8 15.4 -15.9 118.6 -19.2 ' 22.2 -22.8 ` 26.0 -26.8 1 30.2 -31.1 ' 34.6 -35.7 44.5 -45.8 1 100 12.1 -12.1 14.9 -14.9 18.1 --18.1 21.5 -21.5 25.2 -25p.2 29.3 -29.3 33.6 -33.6- 43.2 -43.2 2 10 13.3' 47.0 , 16.5 -21.0 ' 19.9 -25.5 ; 23.7 -30.3 1 27.8 -35.6 t 32.3 -41.2 ' 37.0 ' -47.3 ` 47.6 -60.8 2 20 13.0 -16.3 16.0 -20.1 ' 19.4 ' -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 2 50 12.5 -15.3 15.4 -18.9 ( 18.6 -22.9 22.2 -27.2 1 26.0 -32.0 30.2 -37.1 134.6 -42.5 44.5 -54.6 2 100 12.1 -14.6 14.9 -18.0 1.18.1 -21.8 21.5 -25.9 x.25.2 -30.4' 29.3 -35.3 # 33.6 40.5E 43.2 -52.0 3 10 13.3 -17.0 16.5 -21.0 ;19.9 -25.5 23.7 -30.3 , 27.8 --35.6 ' 32.3 -41.2 i 37.0 -47.3 `. 47.6 -60.8 3 20 13.0 -16.3 16.0 -20.1 119.4 -24.3 ` 23.0 -29.0 , 27.0. -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 3 50 12.5 =15.3 4 15.4 -18.9 ! 18.6 -22.9 22.2 -27.2 ' 26.0 -32.0 130.2 -37.1 134.6 -42.5 .44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 118.1 -21.8 j 21.5 -25.9 25.2 -36.4 ' 29.3 -35.3 '.33.6 --40.51 43.2 E -52.0 4 10 14.6 -15.8 ; 18.0 -19.5 ;21:8 -23.6 i 25.9 -28.1 j 30.4 -33.0 € 35.3 -38.2 i 40.5 -43.91 52.0 -56.4 4 20 13.9 -15.1 ' 17.2 -18.7 ;20.8 -22.6 24.7 -26.9 ± 29.0 -31.6 E 33.7 -36.7 ; 38.7 -42:11 i 49.6 -54.1 4 50 13.0 -14.3 `. 16.1 -17.6 119.5 -21.3 23.2 -25.4 27.2• -29.8 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 12.4 -13.6 15.3 -16.8 118.5 -20.4 ' 22.0 -24.2 ; 25.9 -28.4. 30.0 -33.0 , 34.4 -37.8 44.2 -48.6 4 500 10.9 -12.1 13.4 -14.9 ; 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 ; 30.2 =33.6 38.8 -43.2 ; 5 10 14.6 -19.5 ' 18.0 -24.1 '21.8 -29.1 25.9 -34.7 30.4 40.7 35.3 -47.2 , 40.5 -54.2 , 52.0 -69.6 5 20 13.9 -18.2 17.2 -22.5 20.8 -27.2 24.7 -32.4 i 29.0 -38.0 i 33.7 -44.0 ! 38.7 -50.51 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 319.5 -24.6 23.2 -29.3 .27.2 -34.3 31.6 -39.8 ' 36.2 -45.7 46.6 -58.7 5 100 12.4 -15.1 15.3 -18.7 318.5 -22.6 22.0 -26.9 25.9 -31.6 • 30.0 -36.7 34.4 -42.1 E 44.2 -54.1 5 500 16.9 -12.1 113.4 -14.9 16.2 -.18.1 19.3 -21.5 ; 22.7- -25.2 ; 26.3 -29.3 30.2' -33.6 38.8 -43.2 Source. ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 42-43. Page 6 SunFrame Unirac Code -Compliant Installation Manual WF Table 3. pne,30 (ps1) Roof Overhang Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, lit Effective For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all Topographic Factor, Kzt, is taken as equal to one (1), meaning, Basic Wind Speed, V (mph) the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Zone w(snrea 90 100 110 •-1 120 E 130 140 ,ISO 170 CR 2 10 -21:0- -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 y 2 20 =26.6 -25.5 -30.8 -36.7 -410 -499 -57.3 -73.6 ao 2 50 -20.1 -24.9 -30: t -35.8 -42.0 -48.7 -55.9 -71.8 2 100 -14.8 -24.4 -29.5 -35.1 , -41.2 -47.8 -54.9 ; -70.5 C 3 10 -34.6 -42.7 -51.6 -61.5 1 -72.1 -83.7 96.0 -123.4 0 3 20 =27.1 -33.5 4 -40.5 -48.3 , 56.6. -65.7 -75.4 -96.8 0 3 50 -17.3 -21.4 -25.9 _ -30.8 -36:1. -41.9 -48.1 -61.8 W 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 Q 2 20 -27.2 -33.5 -40,6 -48.3 -56.7 -65.7 :-75.5 -96.9 LW 9 2 50 -27.2, -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 n 2 100 -27.2 -33.5 `40.6 -48.3 -56.7 -65.7 -75.5 -96.9 3 10 745.7 -56.4 -68.3 -81.2 ;, -95.3 :,; -110.6 ,126.9 -163.0 3 20 -41:2 -50.9 ' -61:6 -73.3 -86,0 -99.8 =114.5 „' -147.1 c 3 50 -35.3-, -43.6 i -52.8, # -62.8 >.' -73.7 -85.5 98.1 -126.1 cc 3 100 -30.9' " -38.1 -461 -54.9 -64.4 , ` -74.7 -85.8 -110.1 d 2 10 -24.7 -30.5 -36.9 -43.9, -51.5 -59.8 -68.6 -88.1 E0 2 20 -24.0 -29.6 -35.8 I -42.6 -50.6 ' -58.0 =66.5 -85.5 9 2 50 -23.0. -28.4 ;. -34.3 -40.8 =47.9 -55.6 -63:8 -82.0 Ln 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 •v° 3 10 -24:7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 Cr -4 3 ALO 724.0 -29.6 -35.8 -42,6 -50.0 -58.0 -66.5 -85.5 0 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 --6117 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, p. 44. Step 5: Determine the Topographic Factor, lit EXPOSURE c has open terrain with scattered obstruc- For the purposes of this code compliance document, the tions having heights generally less than 30 feet. This category includes flat open country, grasslands, and all Topographic Factor, Kzt, is taken as equal to one (1), meaning, water surfaces in hurricane prone regions. the installation is on level ground (less than 10% slope). If the installation is not on level ground, please consult ASCE 7-05, EXPOSURE D has flat, unobstructed areas and water Section 6.5.7 and the local building authority to determine the surfaces outside hurricane prone Topographic Factor. regions. This category includes smooth mud flats, salt flats, and unbroken ice. Step 6: Determine Exposure Category (B, C, D) Determine the Exposure Category by using the following definitions for Exposure Categories. The ASCE/SEI7-05= defines wind exposure categories as follows: EXPOSURE B is urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single family dwellings. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs, and confirm your selection with the local building authority. Page 7 w'UNIRAC > Unirac Code -Compliant Installation Manual SunFrame Step 7: Determine adjustment factor for height and exposure category, A. Using the Exposure Category (Step 6) and the roof height, h (ft), look up the adjustment factor for height and exposure in Table 4. Step 8: Determine the Importance Factor, I Determine if the installation is in a hurricane prone region. Look up the Importance Factor, I, Table 6, page 9, using the occupancy category description and the hurricane prone region status. Step 9: Calculate the Design Wind Load, pnet (psfl Multiply the Net Design Wind Pressure, pnet3o (psf) (Step 4) by the adjustment factor for height and exposure, A (Step 7),the Topographic Factor, Kzt (Step 5), and the Importance Factor, I (Step 8) using the following equation: pnet (PSO = AKzt1pnet3o pnet (psf) =Design Wind Load (10 psf minimum) A = adjustment factor for height and exposure category (Step 7) Kzt = Topographic Factor at mean roof height, h (ft) (Step 5) I = Importance Factor (Step 8) pnet3o (psf) = net design wind pressure for Exposure B, at height = 30,1= 1 (Step 4) Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SunFrame Series rail, rail span and foot spacing. Table 4. Adjustment Factor (A) for Roof Height & Exposure Category Mean roof height ((t) B Exposure C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 .1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70- .70-40 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 •1.59 1.84 60 1.22 1.62 1.87 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures, Chapter 6, Figure 6-3, p. 44. Table 5.Worksheet for Components and CladdingWind Load Calculation: IBC 2006,ASCE 7-05 Variable Description Symbol Value Unit Step Reference Building, Least Horizontal Dimension ft Roof Pitch w_ _. ... _. _._,.. ...:......:.. ::. _....,_ t_.......... egrees,... Exposure Category B ..k- nd Speed. V mph' .. _;=. .., .I ' _... _. _.. _.:_ _ _..w,- _.. Figure' ._... _.._..___. Effective Roof Area sf 2 Ro6f Zone Setback m y Roof Zone Location 3 Figure 2� Net.Desi Wind Pressure ,gn ,. pnet3o : , s . • •_ s .. __ __.. .�...... __... _._ Topographic Factor Kzt x 5 Adjustmentfactorfor„641 t'and exposure.category.., = :�l•mm ,:_.. e_. .. x_ _., __. _ ,_. .., ..7, : v. .._.. .Table 4 1 Importance Factor I x 8 Table 5 Total Design Wind Load nec.._ N... ... p P _ _ .' SunFrame Unirac Code-Compliant Installation Manual .. UNIRAC Table 6. Occupancy Category Importance Factor Source: IBC 2006,Table 1604.5, Occupancy Category of Buildings and other structures, p. 281; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p.77 I Non -Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re - with Basic Wind Speed.V = gions with Basic Wind Category Category Desicription Building Type Examples 85-100 mph, and Alaska Speed,V > IOOmph I Buildings and other Agricultural facilities 0.87 0.77 structures that Certain Temporary facilities represent a.low Minor Storage facilities hazard to human life in the event of failure, including, 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 1.15 1.15 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 50 or more including, but not limited resident patients to: Jails and Detention Facilities Power Generating Stations Water and Sewage Treatment Facilities Telecommunication Centers Buildings that manufacture or house hazardous materials Buildings and other Hospitals and other health care facilities having surgery or 1.15 1.15 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; ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, Table 6-1, p.77 I ®QS ®� Unirac Code -Compliant Installation Manual SunFrame Part H. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SunFrame series rail type and rail span uses standard beam calculations and structural engineering methodology. The beam calculations are based on a simply supported beam conservatively, ignoring the reductions allowed for supports of continuous beams over multiple supports. Please refer to Part I for more information on beam calculations, equations and assumptions. In using this document, obtaining correct results is dependent upon the following: 1. Obtain the Snow Load for your area from your local building official. 2. Obtain the Design Wind Load, pnet• See Part I (Procedure to Determine the Design Wind Load) for more information on calculating the Design Wind Load. 3. Please Note: The terms rail span and footing spacing are interchangeable in this document. See Figure 3 for illustrations. 4. To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf, including modules and Unirac racking systems. If the Dead Load is greater than 5 psf, see your Unirac distributor, a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac rail for a flush mount installation. It will also help determine the design loading imposed by the Unirac PV Mounting Assembly that the building structure must be capable of supporting. Step 1: Determine the Total Design Load The Total Design Load, P (psf) is determined using ASCE 7-05 2.4.1 (ASD Method equations 3,5,6 and 7) by adding the Snow Loadl, S (psf), Design Wind Load, Pnet (psf) from Part I, Step 9 and the Dead Load (psf). Both Uplift and Downforce Wind Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. Use the maximum absolute value of the three downforce cases and the uplift case for sizing the rail. Use the uplift case only for sizing lag bolts pull out capacities (Part II, Step 6). P (psf) = I. OD + 1.OS1(downforce case 1) P (psf) =1.OD + 1.Opnet (downforce case 2) P (psf) = 1. OD + 0.7551 + 0.75pnet (downforce case 3) P (psf) = 0.6D + 1.Opnet (uplift) D = Dead Load (psf) S = Snow Load (psf) Pnet = Design Wind Load (psfl The maximum Dead Load, D (psf), is 5 psf based on market research and internal data. 1 Snow Load Reduction - The snow load can be reduced according to Chapter 7 of ASCE 7-05. The reduction is a function of the roof slope, Exposure Factor, Importance Factor and Thermal Factor. Please refer to Chapter 7 of ASCE 7-05 for more information. Page 10 'e r 'CW - Note: Modules must be centered symmetrically on the rails (+/- 2 *), as shown in Figure 3. If this is not the case, call Unirac for assistance. SunFrame Unirac Code -Compliant Installation Manual Ism UNIRAC Table 7. ASCE 7 ASD Load Combinations Description Variable ; Downrorce cose I Down(orce Case 2 Down(orce Case 3 uplift ; units w = Distributed Load (pig (R) 20 25 30 Dead Load D 1.0-x 1.0 x 1.0 x 0.6 x 140 160 180 200 220 240 260 280 300 400 500 600 700 psf Snow Load S i 1.0 x + 0.75 x + _SF-,_-..SF-SF._'. SF;. SF .,-SF,,,�_-SFL. SF -___„SF __SF.`,.__SF ,_._.SF SF.__ psf Design Wind Load Pnet IA x + 0.75 x + 1.0 x - SF SF,_ ._ SF._.,._SF psf Total Design Load P ? _SF _-_ SF_- „,_SF psf SF—,,'SF SF _ SF. SF „ SF --__ SF_ -r -._SF__ _SF -SF-----,SF, Note: Table to be filled out or attached for evaluation. Step 2: Determine the Distributed Load on the rail, W (p ID fl Determine the Distributed Load, w (pif), by multiplying the module width, B (ft), by the Total Design Load, P (psf). Use the maximum absolute value of the three downforce cases and the Uplift Case. We assume each module is supported by one rail. w=PB w = Distributed Load (pounds per linear foot, plf) B = Module Length Perpendicular to Rails (ft) P = Total Design Pressure (pounds per squarefoot, psf) Step 3: Determine Rail Span/L-Foot Spacing Table 8. L -Foot SunFrame Series Rail Span Using the distributed load, w, from Part 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 Part III for more installation information. Span w = Distributed Load (pig (R) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 ,2,-_-_SFSF._ —SF _ SF_._. SF w _SF-,_-..SF-SF._'. SF;. SF .,-SF,,,�_-SFL. SF -___„SF __SF.`,.__SF ,_._.SF SF.__ 2.5_. ,. SF. SF _SF SF SF ,_ SF SF,_ ._ SF._.,._SF SF, SF_ _ . SF„._SF_„_ SF,.,,w_SF__-SF_,,,_ SF___._SF 3_ _ _SF _-_ SF_- „,_SF SF SF _._ SF—,,'SF SF _ SF. SF „ SF --__ SF_ -r -._SF__ _SF -SF-----,SF, SF SF ..___SF— __SF .._SF SF .. SF...,. SE,, ___SF -..._SF ,_SF _..._..SF _4 SF _SFa__SF.._ __SF_..;__SF_:_.MSF._ BF;_.,SF . ,.SF.._„_SF_ SFk.__.SF,_.__: SF._._.____._., .__._ _,__,._ __.._.. _. _r._. _ SF SF.._. SF -._.._-S_F,._.. SF SF_ SF SF _ $F - .. .. .___._.____ ._ ._. ___SE_ ____ SF._.._.SF, _-SFr ., SF' - SF SF _ SF._. SF SF-....._ SF.. 5.5 SF SF SF __SF SF. SF ,_ SF„ _ SF SF SF 6 SF. —Slm _SF SF. _.SF .--SE_..,_SEL. ._SF _-,-,-SF ._. _ .. 6.5 SF SF SF SF SF _ SF SF , SF _SF 7 _ -_SF.._,_SF._.,__SF __SF _ SF SF.__.. __SF__—F__ . - SF _SF SF __.__SF _,SF .___�SF,_.., _.<- __ SF_ ....... ..... 9,5 SF S.F SF SF SF SF 10.._. SF. -----SF- --- _SF ... SF ._...SF._ ....... _ ,... `... .,._ 10.5 SF SF SF SF 11.5 SF SF SF _....... _. _ 12' SF SF: SF _..__ .._._,..-. 13• ..; SF SF SFSF _ .... 13.5 d UNIRACUnirac Code -Compliant Installation Manual SunFrame Table 9. Double L -Foot SunFrame Series Rail Span Span w = Distributed Load (plo A 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 -- —SF----SF SF _—_SF —__SF —__..SF__.,SF .SF _..._SF SF SF SF_?F SF _ SF SF SF _ SF SF _ SF ASF _ 5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF , SF _ SF . SF . _._ SF.__... SF . ?F...,. 5F ._ ..SF._,.. SF . _SF _1 SF , :,K_ ._. SF _. _ 5F _ SF _ SF 5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF �� ...................___.....,......�.�,..b. .5 SF SF SF SF SF SF SF SF SF SF SF SF _.._.__. .. SF ._ ._ _ _ SF _ __�.__—____. SF'_ .-__..__ SF. _ SF _ SF ._ ..___ .__ SF SF _.__. _.._..._. ._....._F__ SF ...SF, __.._. _.„_.�._._._.._________...._..._-._____� .5 SF ______.. SF _ SF_ ..,SF SF SF SF_ SF w SF_-_`_ SF SF ._.__.---_.__ SF_ SF _T _ .._. _ .5 __SF SF sF Si SF SF SF SF SF_._...a. , ._._._...._._.__._____.___ _--____. SF _._.SF SF SF._ .._SF _SF_ 5._ SE SF _ SF SF SF 5 SF SF SF SF 10.5 SF------------ ._.SFSF .. 11.5 SF SF 'sF' 12.5 SF 13.5 Sr' Step 4: Select Rail Type Selecting a span affects the price of your installation. Longer spans produce fewer wall or roof penetrations. However, longer spans create higher point load forces on the building structure. A point load force is the amount of force transferred to the building structure at each connection. It is the installer's responsibility to verifv that the buildin structure is strong enough to suDDort the Doint load forces. ftr 12 Step 5: Determine the Downforce Point Load, R (Ibs), at each connection based on rail span When designing the Unirac Flush Mount Installation, you must consider the downforce Point Load, R (lbs) on the roof structure. The Downforce, Point Load, R (lbs), is determined by multiplying the Total Design Load, P (psf) (Step 1) by the Rail Span, L (ft) (Step 3) and the Module Length Perpendicular to the Rails, B (ft). R (lbs) = PLB R = Point Load (lbs) P = Total Design Load (psf) L = Rail Span (ft) B = Module Length Perpendicular to Rails (ft) It is the installer's responsibility to verify that the building structure is strong enough to support the maximum point loads calculated according to Step 5. P mg SunFrame Unirac Code -Compliant Installation Manual ��UNIRAE Table 10. Downforce Point Load Calculation Total Design Load (downforce) (max of case I, 2 or 3) P psf Step I Module length perpendicular to rails B x ft Rail Span L 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 11. Uplift Point Load Calculation Total Design Load (uplift) P psf Step I Module length perpendicular to rails B x ft Rail Span L x ft Step 4 Uplift Point Load R lbs Table 12. Lag pull-out (withdrawal) capacities (lbs) in typical roof lumber (ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force, R (lbs), requirements. Specific 5/4" shaft,* gravity per inch thread depth It is the installer's responsibility Douglas Fir, Larch 0.50 266 to verify that the substructure and attachment method is strong Douglas Fir, South 0.46 235 enough to support the maximum Engelmann Spruce, Lodgepole Pine point loads calculated according to (MSR 1650 f & higher) 0.46 235 Step 5 and Step 6. Hem, Fir, Redwood (close grain) 0.43 212 Hem, Fir (North) 0.46 235 Southern Pine 0.55 307 Thread depth -- Spruce, Pine, Fir 0.42 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 Sources. -American Wood Council, NDS 2005, Table 11.2A, 11.3.2A. Notes: (1) Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2) Lag bolts must be located in the middle third of the structural member. (3) These values are not valid for wet service. (4) This table does not include shear capacities. If necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag bolts with head and washer flush to surface (no gap). Do not over -torque. (6)Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary. See Table 10.3.1 in the American Wood Council NDS forWood Construction. P.S. *Use flat washers with lag screws. 13 M Unirac Code -Compliant Installation Manual SunFrame Part III. Installing SunFrame The Unirac Code -Compliant Installation Instructions supports applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SunFrame Dail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components Figure 4.SunFrame components. Page 14 E Figure 5.SunFrame threaded slot rail cross section, actual size. FA SunFrame Unirac Code -Compliant Installation Manual 1.11UNIRAE ® 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 neatly 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 (1/4-20 x 1, Type 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. IS L -foot adjusting slider (optional) —Use one beneath each L -foot or aluminum two-piece standoff, except in lowest row. 6105-T5 aluminum extrusion. Sliders allow easier alignment of rails and better snugging of PV mod- ules between rails. Includes 3/a" x 1'A' bolt with flange nut for attaching L -foot or standoff shaft, and two 5/0 x 21/z' lag bolts with flat washers for securing sliders to rafters. ® Flattop standoff (optional) —Use if L -foot cannot be secured directly to rafter (with file or shake roofs, for example). Use one per L -foot. Two-piece (pictured): 6105-T5 aluminum extrusion. Includes 3d' x aid' serrated flange bolt with EPDM washer for attaching L -foot, and two 5M' x 31/" lag bolts. One-piece: Service Condition 4 (very severe) zinc -plated welded steel. Includes 3/s" x 11/4" bolt with lock washer for attaching L -foot. Flashings: Use one per standoff. Unirac offers appropriate flashings for ORail splice—Joins rail sections into single length of rail. both standoff types. 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. Installer supplied materials: ® Self -drilling screw (No. 10 x 3/d') —Use 4 per rigid splice or 2 per expansion joint. Galvanized steel. OEnd caps—Use one to neatly close each rail end. UV resistant black plastic. ® Truss -head sheet metal screw (No. 8 x 5/9') —Use 2 per end cap to secure end cap to rail. 18-8 stainless steel; with black oxide coating to match end caps. OL-foot—Use to secure rails either through roofing mate- rial to rafters, to L -foot adjusting sliders, or to standoffs. Use no less than one L -foot per 4 feet of rail. 6105-T5 aluminum extrusion, anodized (clear or dark bronze) to match PV module frame. OL -foot bolt (3/9'x 11/d') —Use one per L -foot to secure rail to L -foot. 304 stainless steel. Flange nut (3/a") —Use one per L -foot bolt. 304 stainless steel. Required torque: 30 to 35 foot-pounds. Stainless steel hardware can seize up, a process called galling. To significantly reduce its likelihood, (1) apply lubricant to bolts, preferably an anti -seize lubricant, available at auto parts stores, (2) shade hardware prior to installation, and (3) avoid spinning on nuts at high speed. See Installation Supplement 910, Galling and Its Prevention, at www.unirac.com. Lag screw for L-foot—Attaches L -foot or standoff to 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—See "Frequently Asked Questions..." (p.16). Page 15 ©O Unirac Code -Compliant Installation Manual SunFrame Safe, efficient SunFrame installation involves three principal tasks: A. Laying out the installation area and planning for material conservation. B. Installing footings and rails, beginning with the lowest row and moving up the roof. C. Placing modules and cap strips, beginning with the highest row and moving down the roof. The following illustrated steps describe the procedure in detail. Before beginning, please note these important considerations. Footings must be lagged into structural members. Never attach them to the decking alone, which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet, contact Unirac concerning thermal ® expansion issues. Saniple layout, illustrated in Figure 4 Assumptions: ,12 modules (60'x 36% arranged in 3 rows of 4 modules " Array width =144' (36' module width x 4 module's�per row) Array length = 180" (60' module length x 3 rows) 3' (11A' end rail width x 2 rails) ,4- li/i (3/4" between -module rail width x 2 rails) 184Y2' 1. Laying out the installation area Always install SunFrame rails perpendicular to rafters. (These instructions assume typical rafters that run from the gutter to the peak of the roof. If this is not the case, contact Unirac.) Rails are typically mounted horizontally (parallel to the lower edge of the roof), and must be mounted within 10 degrees of horizontal. Leave adequate room to move safely around the array during installation. During module installation, you will need to slide one module in each row about a foot beyond the end of the rails on one side. Using the number of rows and the number of modules per row in your installation, determine the size of your array area following Figure 6. Page 16 1''A' at each end of array Roof peak 3/,, space between,,module rows Rails Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. Array length Module . + ength (see.; 3;-, captlan) Module width Array width (module width times modules per row) Rails Figure 6. Installation area layout. Note: Module length is not neces- sarily measured from the edges of the frame. Some frames have lips. Others are assembled with pan -head screws. All such features must be included in module length. SunFrame Unirac Code -Compliant Installation Manual HIUNIRAE 2. Installing the lowest row of L -feet and rail In the lowest row, it 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 1 -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. If you are using L foot adjusting sliders, you must use the short side of the the L -foot against the roof in the Lag - " / / / �'• first row. See Figure 9 below. screw If you are using both L foot adjusting sliders and standoffs, 1 Always, log into slot j ® nearest the bend: i see the upper box on page Il. i • in the'L=foot Install the first row of L -feet at the lower edge of the instal- I . , �' 23/4 lation area (Fig. 8). Ensure feet are aligned by using a chalk / lower edge of line. (A SunFrame rail can also be used as a straight edge.) j Position the L -feet with respect to the lower edge of the roof as installation, area illustrated in Figures 7 and 8. �------==•—-_._...___.__.. .._._....d._.. � __._.__... Figure 7. Placement of firstt foot row. 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. j :k Roof peak Fasten the L -feet to the roof with the lag screws. If the double slotted sides of the L feet are against i the roof, lag through the slot nearest the bend in the L foot (Figs. 7 and 8). s ' , y ; Utility slot+for No -10screw ` 1 A ,' utility slot'for/a" '` € . s hexfiead tioIt- ... • Slot fora/a" + :: footing it 4 .. f..pe Roo ah.' Cut the rails to yourYO' ;:..° array width, being sure !. ,.. � moi, • to keep rail slots free of roofing grit or other debris. If your instal- lation requires splices, Figure S. L -Foot assemble them prior to orientation. attaching L -feet (see "Footing and splicing require- ments," p. 11, and "Material planning for rails and cap strips," p. 13). Slide the 3/8 -inch mounting bolts into the footing slots. If more than one splice is used 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 to secure module wiring, combiner boxes, and other system components. IPUNIRACUnirac Code -Compliant Installation Manual SunFrame Using standoffs with L -foot adjusting sliders Two-piece aluminum standoffs may be used with footing of each standoff to the slider using the slider's 3/8 -inch hex - sliders, although flashings may not be available to cover the head bolt. Note that L -feet are positioned long side up on the entire length of the slider. Use the bases of the standoffs lowest rows and with long side down in subsequent rows— only in the lowest row. In subsequent rows, attach the shaft in the same manner as an installation with no standoffs. �.: VA 74 V4 ffi vt - t With standoffs of equal length, orient L foot to compensate for If the standoff supporting the lowest rail is 1 inch taller than height difference. the standoffs on the footing sliders, place both L feet in the same orientation—either both long side up or both short side up. This example assumes a rail seven times the length of the footing spacing (A). A splice may be located in any of the L -foot shaded areas. If more than one splice is used, be sure the combination does not violate Requirements 5, 6, or 7. Footing and splicing requirements The following criteria are required for sound installations. While short sections of rail are structurally permissible, they can usually be avoided by effective planning, which also pro- motes superior aesthetics. See "Material planning for rails and cap strips" (p. 13). The installer is solely responsible for ensuring that the roof and its structural members can support the array and its live loads. For rail lengths exceeding 48 feet, thermal expansion joints may be necessary. Please contact Unirac. 1. Footing spacing along the rail (A in illustration above) is determined by wind loading (see pp. 5-8, especially step 4). Foot spacing must never exceed 48 inches. 2. Overhang (B) must be no more than half the length of the maximum footing spacing (A). For example, if Span A is 32 inches, Overhang B should not exceed 16 inches. N 3. Do not locate a splice in the center third of the span between two adjacent feet. 4. In a spliced length of rail, all end sections must be sup- ported by no less than two L -feet. 5. All interior rail sections must be supported by no less than one L -foot. 6. Interior rail sections supported by only one L -foot must be adjacent, on at least one side, to a rail section sup- ported by no less than two L -feet. 7. Rail sections longer than half the footing spacing re- quire no fewer than two L -feet. Modules should always be fully supported by rails. In other words, modules should never overhang rails. This is especially critical when supporting the short side of a non -rectangular module. When a rail supports apair of non- rectangular modules by themselves (right), it must be supported by at least two L feet The rail should be at least 14 and no more than 24 inches long, which will likely require a stringer between rafters to ensure proper footings. Rafters ,,— Stringer qui. �• 1 Non -rectangular modules Rail SunFrame Unirac Code -Compliant Installation Manual EFUNIRAC 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 between 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 half 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 -foot adjusting slider: Install lower lag first, footing bolt next, and upper lag last. Attach an L -foot with its short side up to each slider. __._........ _. ------- .._..__. ..... .._....... Mddule length +-3�4- Y " (hole to hole) Figure 10. L foot separation. see the note on module length in the caption of Figure 4 (p. 9). A + 1 3/16" A + 2'/4° 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 rail 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. Figure 11. If you are using L foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Snug M le .. LY �t »«°a`w'e ^,^¢> w ., `�• Lag S.crew�°F. ° h Esg screur , p., (1161f tum.loose) With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the - Figure 12. Position and secure top rail. . P -' RoofY�l� eak A = module length p 5. Installing remaining L -feet and rails • All rails are fitted and aligned. Install the L -feet and the rails for the remaining rows, follow- =l;it W-11, � 1, Align slider • The module used for fitting is resting (but not se - .: A 1�a center hole to chalk line " Lowest row of L -feet Ali n slider (no footing sliders) A - 3'/4 "' center hole to chalk line 't it A+ 3/4" A + 1 3/16" A + 2'/4° 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 rail 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. Figure 11. If you are using L foot adjusting sliders, this spacing between rows places L feet at the center of their adjustment range. Snug M le .. LY �t »«°a`w'e ^,^¢> w ., `�• Lag S.crew�°F. ° h Esg screur , p., (1161f tum.loose) With L -foot adjusting sliders: Install rails on first and second rows of L -feet. Verify spacing by placing a module onto the - Figure 12. Position and secure top rail. rails at several points along the row. Adjust L -foot positions as needed. 5. Installing remaining L -feet and rails • All rails are fitted and aligned. Install the L -feet and the rails for the remaining rows, follow- " All footing bolts and lag screws are secure. ing Steps 3 and 4. You may use the same module to space all • The module used for fitting is resting (but not se - the rows. When complete, confirm that: cured) in the highest row. Page 19 ®0— U N I RACUnirac Code -Compliant Installation Manual SunFrame Material planning for rails and cap strips Preplanning material use for your particular array can prevent assemblies and cap strip assemblies need to be cut and structural or aesthetic problems, particularly those caused by spliced from 192 -inch sections of rail and cap strip. The very short lengths of rail or cap strip. This example illustrates example illustrates one means of doing so, without violating one approach. structural requirements or aesthetic goals. Structural requirements for rails are detailed in "Footing Rail segments come from five 192 -inch lengths, lettered A and splicing requirements" (p.11). Structurally, cap strips thru E. Rail A, for example, is cut into two 96 -inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole (which occur Similarly, five 192 -inch cap strips are designated V through every 8 inches, beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes. For each rail, start with the cap of every rail segment. Wherever there is no strip segment that crosses the array center line, and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment, drill a '/4 -inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw. (In Position each cap strip onto its rail and mark its trim point. most cases, you can avoid this situation with good Remove and trim before final mounting. material planning.) Preliminaryfooting and splice positions must be Structural requirements always take precedence, but usually checked against structural requirements in `Footing good planning can also achieve both material conservation and splicing requirements" (p.11). In this example, and superior aesthetics. This example conserves material the center of the array is offset 2 inches from the center and achieves two specific aesthetic goals: rafter. This prevents rail splices BD (3rd rail) and CE • Cap strip screws must align across the rails. (4th rail) from falling too close to the center of the spans between footings (Requirement 3, p. 11). Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level, there is negligible the array. aesthetic loss. The example assumes an array of three rows, each holding five modules 41 inches wide. Thus, four 205 -inch rail Array center line II ! 1 11 11 it li 1) 11 11 11 Trim line (array edge)- It 41 It t! i Trim line (array edged- s� •; ; • V 112" • •, ; • . •1 ; II 11 IC 1 X 96" •; ; 1st cap strip Ik li C 83" ; ; ; ;' E 122" ; ; 4th rail E; • • W 112" • •; ; • • ; ! ( X 96" ; . 2nd cap strip 1 B 83" D 122" 3rd rail ii () ii� ii ii • • V 80" • ; ; • • i • • . ; Y 128" • j j 3rd cap strip A 96" C 109" i 2nd rail �I i . W 80" . i i <r r : % :+ { . . . i i Z 128" ( 4th cap strip ii ii'3^d•'' i,i A 96" ii ii , , B 109" , , 1st rail , , �;� , , ii ii ii( ie ii Usable remainder: D, 70"; E, 70", Y, 64"; Z, 64" Page 20 0 SunFrame Unirac Code -Compliant Installation Manual IFUNIRAC 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 array. 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 time being, the last module may overhang the rail by up to one third its width. Attach the end of the cap strip with strip screws Peemissa6le overhang; a /3 module width e q t " Dohofinstall seco'rid - } cap strip until lower ` - = modules are.place& ' StIt Pfn99al?f the cap strip screws (Fig. 13, inset), so that the upper end of the first module is Figure 13. Begin cap strip installation. secure. IAThestructural 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 must be 1/4-20 Type F thread cutting (18-8 stainless steel) and the correct length. See Table 4 (pg. 15) to match screw length to the size cap strip in your installation. A Every cap strip segment must have a cap strip screw 4 inches or less from each end. If the nearest predrilled hole falls more than 4 inches from any end, drill a I/4 -inch hole 2 inches from the end and install an additional screw. A Wherever it is necessary to make a new cap strip hole, drill a 1/4 -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 rail by drilling a 1/4 -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 of the 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 rail, securing the bottom of the lowest module row. 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 strip being secured. Page 21 ®®UNIRACUnirac Code -Compliant Installation Manual SunFrame .._...___--.. __.._._.._.._.._...____..........._.._..._.__ _.........,.. ----- _.._.., 9. Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided (Fig. 16). Figure 16. End cap installation. Table 4: PV module, cap strip, and cap strip screw compatibility To ensure code compliance and a structurally sound array, cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be A-207ype F thread cutting (18-8 stainless steel). Module thickness or type inches mm Cap strip cross section Cap strip size Required screw length (inches) 1.34-1.42 34-36 C � C W. 1.50-1.57 38-40 D 3/," 1.77-1.85 45-47 Tr F I A 1.93-2.01 49-51 E 1 A Sharp lipped modules G 1" Sanyo lipped modules�" � � " H W. Page 22 SunFrame Unirac Code -Compliant Installation Manual 0.111UNIRAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? The answer depends on the orientation of your L -feet and the length of your standoffs, if used. 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. (MRI). They manufacture the S -5!I 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. SunFrame L -feet will mount to the top of the S-5! clamps with the 3/8 -inch stainless steel bolt provided with the S-5! See www.s-5solutions.com for different clamp models and details regarding installation. When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. _,.Zp— y -b 21/4"± 1/8" Module thickness varies 2'/4-± 7/g"+ 1/8" Standoff height (3", 4 b", or 7" all ± /e") Module thickness varies 7/8-± /8., Page 23 Module thickness varies 3'/8-± ' /8" i 3/4 "+ '/8- SunFrame L -feet will mount to the top of the S-5! clamps with the 3/8 -inch stainless steel bolt provided with the S-5! See www.s-5solutions.com for different clamp models and details regarding installation. When using S-5! clamps, make sure that there are enough clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers' and MRI specifications regarding wind loads, etc. _,.Zp— y -b 21/4"± 1/8" Module thickness varies 2'/4-± 7/g"+ 1/8" Standoff height (3", 4 b", or 7" all ± /e") Module thickness varies 7/8-± /8., Page 23 ®e Unirac Code -Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac, Inc., warrants to the original purchaser ("Purchaser") of product(s) that it manufactures ("Product") at the original installation site that the Product shall be free from defects in material and workmanship for a period of ten (10) years, except for the anodized finish, which finish shall be free from visible peeling, or cracking or chalking under normal atmospheric conditions for a period of five (5) years, from the earlier of 1) the date the installation of the Product is completed, or 2) 30 days after the purchase of the Product by the original Purchaser ("Finish Warranty"). The Finish Warranty does not apply to any foreign residue deposited on the finish. All installations in corrosive atmospheric conditions are excluded.The Finish Warranty is VOID if the practices specified byAAMA 609 & 610-02 —"Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser.This Warranty does not cover damage to the Product that occurs during its shipment, storage, or installation. This Warranty shall beVOID if installation of the Product is not performed in accordance with Unirac's written installation instructions, or if the Product has been modified, repaired, or reworked in a manner not previously authorized by Unirac IN WRITING, or if the Product is installed in an environment for which it was not designed. Unirac shall not be liable for consequential, contingent or incidental damages arising out of the use of the Product by Purchaser under any circumstances. If within the specified Warranty periods the Product shall be reasonably proven to be defective, then Unirac shall repair or replace the defective Product, or any part thereof, in Uniraes sole discretion. Such repair or replacement shall completely satisfy and discharge all of Unirac's liability with respect to this limited Warranty. Under no circumstances shall Unirac be liable for special, indirect or consequential damages arising out of or related to use by Purchaser of the Product Manufacturers of related items, such as PV modules and flashings, may provide written warranties of their own. Unirac's limited Warranty covers only its Product, and not any related items. Town Hall Annex . 54375 Main Road P.O. Boz 1179 Southold. NY 11971-0959 Teelvhhone (631) 765-1802 roner.fichert[Cd7[oW((1� OM.ny.us BUn DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION STED BY: Barbara Casciotta Date: fy Name: GreenLogic LLC RobertSkypala No.: A'20r-0 RAC NY '11968 No.: 631-771-51 JOBSITE INFORMATION: (*Indicates required information) *Name: Matthew Campbell *Address: _ 700 Harbor Li, hts Drive, Southold, NY 11971 *Cross Street: Windjammer Drive *phone No.: 631-765-9218 Permit No.: Tax Map District: 1000 Section: 71 Block: 2 Lot: 14 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �0-6 %r,,r EleC+off -h5Ct,-0,TL-i-AS- 0�;z i ist� L9 t i A 13 A+ (Please Circle All That Apply) *Isjob ready for inspection: YES / 'Rough in ina *Do you need a Temp Certificate: ! 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: 82 -Request for Inspection Form PAYMENT DUE WITtfi APPLICATION