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04 Town of Southold Annex DgUf 1K�; 2/5/2013 P.O.Box 1179 � 54375 Main Road o • ,�4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36131 Date: 2/5/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 9562 N Bayview Rd, Southold, SCTM#: 473889 See/Block/Lot: 88.-2-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/1/2012 pursuant to which Building Permit No. 37568 dated 10/10/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof mounted solar panel system on an existing one family dwelling as applied for. The certificate is issued to Bazata,Martin&Bazata,Nadine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37688 12/20/12 PLUMBERS CERTIFICATION DATED thklS�ignqure TOWN OF SOUTHOLD c1�gOFFOI,�-C BUILDING DEPARTMENT Co TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37568 Date: 10/10/2012 Permission is hereby granted to: Bazata, Martin & Bazata, Nadine 9562 N Bayview Rd Southold, NY 11971 To: install an electric solar panel system to an existing single family dwelling as applied for I At premises located at: 9562 N Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-2-19 Pursuant to application dated 10/1/2012 and approved by the Building Inspector. To expire on 4/11/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $50.00 CO -ADDITION TO DWELLING $50.00 Total: $100.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. co P (� BUILDING DEPARTMENT f TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features_ 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4_ 'Swom statement from plumber certifying that the solder used in system contains less than 2l10 of 1% lead. . 5- Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building.. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey.of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$25 4. Updated Certificate-of Occupancy- $50.00 5_ Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. Q New Construction: Old or Pre-existing Building: (check one) Location of Property: "t 5 .N �Ct��l U 1 2 W p��, Co y AhCJ\d House No. 1 Street 1 Hamlet Owner or Owners of Property J0: MCl _�%fN �' C1.�.10 2 V,)CIZaA-a Suffolk County Tax Map No 1000, Section Block ex Lot l Subdivision Filed Map. Lot: Permit No. 3 756 :7X Date of Permit. LtQ " D / Applicant: pe 1G f;C�C Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: "' (check one) Fee Submitted: $� tpplicant Signature O��pF SO(/T�OI Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.riche rt(,5-town.so utho Id.nV.us Southold,NY 11971-0959 ooutm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Martin&Nadine Bazata Address: 9562 North Bayview Rd City: Southold St: NY Zip: 11971 Building Permit#: 37568 Section: 88 Block: 2 Lot: 19 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 Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot.Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: PHOTOVOLTAIC SYSTEM, 7194 watts, to include 22 Sun Power panels, 1-Sun Power 4000,and 1-Sun Power 3000 inverter Notes: Inspector Signature: Date: Dec 20 2012 81-Cert Electrical Compliance Form.xls OF SOUTyolo coumm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' - . [ ] FOUNDATION 1ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) . REMARKS: DATE �� 9 ' �� INSPECTOR OF SOUlyolo TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .' . — [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTO Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 Fax: 631-382-8236 UL www.pacificoengineering.com engineer@pacificoengineering.com January 3, 2013 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Subject: Solar Energy Installation for Martin and Nadine Bazata Section: 88 9562 North Bayview Road Block: 2 Southold, NY 11971 Lot: 19 1 have reviewed the solar energy system installation at the subject address. The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and public welfare. Regards, Ralph Pacifico, PE Professional Engineer \A PA C/A-, 0 �P °O ` 0 w w ca s 3 ? FEB — 4 2013 ��o Os a�' �s Ralp 116rC $18 6 a ngineer BLDG.DEPT. NY 066 82 E0E04744306 TOWN OF SOUTHOLD GREENLOGICO ENERGY D � CE � � � January 31, 2013 FEB - 4 2013 BLDG. DEPT. TOWN OF SOUTHOLD The Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Building Permit No. 37568 Martin and Nadine Bazata 9562 North Bayview Road Southold, NY 11971 To the Building Inspector: Enclosed please find the Engineer's Certification Letter for Martin and Nadine Bazata's solar electric system, which we installed at 9562 North Bayview Rd., Southold. Please arrange to send them the Certificate of Occupancy and close out the building permit. Please let me know if you have any questions about the installation. Sincerely, l� Barbara Casciotta Account Manager Barbara @GreenLogic.com 631-771-5152 Ext. 117 GREENLOGIC, LLC • www.GreenLogic.com Tel: 877.771.4330 Fax: 877.771.4320 SOUTHAMPTON ROSLYN HEIGHTS 425 County Rd.39A 200 S. Service Rd.,#108 Southampton, NY 11968 Rosyln Heights, NY 11577 FIELD REPORT DATE COMMENTS 4 U1 FOUNDATION(1ST) ccoi FOUNDATION(ZND) rA ROUGH FRAMINQ& y PLUMBING d IN,SUL•ATION PER N.Y. STATE ENERGY CODE a , Y i FINAL ADDITIONAL COMMENTS P a ee-t 2tG 4- t.0 10 r op 4 rn z z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7�o Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20� Storm-Water Assessment Form C0ntact:G•-1 ve eve LVol L G L t--C_ Approved lb 020 I cMail to:L425 CP—:5q Q Disapproved a/c JOU' am� _l t:N I Lcrb $ Phone: (0�5 1•'1`1 l • S l SZ Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Date q{ , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit'pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S ature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises QC�"i 1!1 �" /V O�U el {�e. 6\7'_a' A-a (As on the tax roll or latest deed) If applicant is a corpordtion, signature of duly authorized offic r i Ak o) Pe-A �C, (Name and titl of corporate officer) Builders License No. 14n g_77 — H Plumbers License No. .,u [14 Electricians License No. H - Other Trade's License No. �( 1. Location of land on (which proposed work will be done: q�Q A) . bo�l 1 P—W ?-O CkC J House Number Stre t Hamlet County Tax Map No. 1000 Section 52 Block 0? Lot Subdivision Filed Map No. Lot n 2.` State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5'��P O,M I I V b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 3 00 y (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front M Rear Depth f 10. Date of Purchase 1� J ���$ Name of Former Owner lUSS e<< �-F tore n C C 12 III Cq I'16 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO '/ Will excess fill be removed from premises?YES NO m[i �t�• �a's0� � a�u•(�ayu yea,P-d- 14.Names of Owner of premises c �r� Address Phone No. 031• 7(0 3. 13 g I Name of Architect 1 Pf Address Phone No Name of Contractor bRgL\_C(k_UC- Address q�CoAAA4 Rd.3914 Phone No.&6' 1- 721 5152 5DuiARCt", 4tt I KOS 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE gEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES V/ NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) mA SS: - COUNTY OFSON�) .N e S 1 m ,-A by k-c e K being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 ;2 8 day of'2�1o�x 2012— c Notky Publi%ARBARA A.CA8C10fTA Signature,of Applicant Notary Public,State of New Yodt No.01-CA4894969 Quallfied in Suffolk Co u Commission Expire:May I I,�1.<. doSURIZIr Town of Southold � Erosion, Sedimentation & Storm-Water Run- off ASSESSMENT FARM 1 PROPERTY LOCATION: s.C.T.M.e: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1WL $S _0 9 C STO M-WATER,GRADING DRAINAGE AND EROSION CONTROL PLAN District Section Stook Lot CERTlFIEp BY A DESIGN PROFESSIONAL IN THE STATE OF YO K. —` —— Item Number: (NOTE: A Check Mark(-I)for each Question is Required for a Complete Application) — Yes — No— —— — 9 WIN this Project Retain All Storm-Water Run-Off Generated by a Two(21 Inch Rainfall on Site? (This Item Wit include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) / 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size&Location? This item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl ]]]GGGF 1 $ Will this Project Require any land Fllring,Grading or Excavation where there Is a change to the Natural / Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of / Five Thousand(5,000)Square Feet of Ground Surface? VVV 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(107)feet.of a Welland or Beach? V 6 Will there be Site preparation on Existing Grade Slopes which Exceed FIfteen(15)feet of Vertical Rise to Q / One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off Q / into and/or in the direction of a Town right-of-way? u »>LLL 8 Will this Project Require the Placement of Material;Removal of Vegetation and/or the Construction of / any Item Within the Town Right-of--Way or Road Shoulder Area? (This Item will NOT Include the Installation of Driveway Aprons.) /9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? / NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark in the Box, a Storm Water,Grading, -- Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permltl ------------------"---- EXEMPTION: Yes No Does this project meet the minimum standards for classification as.an Agricultural Project? e Note: If You Answered Yes to this Question,a Storm-Wafer,Grading,Drainage&Erosion Control Plan Is NOT Required! —. ---------------------------------------------- STATE OR NEW YORK, ��^ COUNTY OF.r5.090\�`...............SS AI That I,.....! ......................being duly sworn,deposes and says that he/she is the applicant for Perini (Name of indlvidual signing Document) And that he/she is thea� � ......................................0(Owner.Contractor.Agenl,Corporate Officer,etc.)................................................................. Owner and/or representative of the Owner of Owner's,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 herewith. Sworn to before ine this; .................�.�.....................day of. ... .."�.!......... MI.— Notary Public: ............ f... CASC10TTA........ ......................... Notary Public,State of New York (Signature of Applicant FORM - 06107 Oualified in Suffolk Counbf _....---.-.-........_...........--.._........... .. Commission Expires May 11, (` 4 �P A10 � o Town Hall Annex Telephone(631)765.1802 54.375 Main Road r P.O.Sox 1179 rogerr i( )77ms MCtl nV us Southold,NY 119714959 A. BUaDING DEPARTMENT TOWN.OF SOUTHOLD APPLICATION-FOR_ELEC_TRICAL INSPECTION REQUESTED BY: r�ara �� s u o-t- a .Dater l-• 7 $ • l Z Company Name: en L )Q i c L- — Name: cab ✓-� k a;(,� License No.: L4 g 5 g M t�7 Address: Phone No.: 2 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Q J Co d (-A-" U-i vowi 1,0vovow -h.o id *Cross Street: 5 VZOC *Phone No.: � ( ' �(o , - F:YX l Permit No.: 2_5 5 Tax-Map District:. - 1000 Section: Block: Lot: Vq *BRIEF DESCRIPTION OF.WORK.(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES CO Rough In Final *Do-you need a Temp-Certificate: ES NO Temp Information(If.needed) *Service Size: 1-Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground %Number of Meters-, Change of Service- Overhead Additional Information: PAYMENT DUE WITH APPLICATION 8241equest for Inspection Form o��pF 50(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y�4UNTN,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 31, 2013 Martin Bazata 9562 N. Bayview Rd Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: "Note: An Architect or Engineer is required to certify that the installation was done according to NYS Building Code. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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 BUILDING PERMIT : 37568 — Solar Panels S U N • WE R 1 1 1 • • 4000m INVERTERS EXCEPTIONAL RELIABILITY AND PERFORMANCE Electrical Data SPRrn Efficiency Curves 100 ` SPR-3000m SPR-4000m I f 95 250 Vd — !f 3500 W @ 208 V/ oa 90 310 Vdt I AC Power 3000 W 4000 W @ 240 V 480 Vd fF c I I w 85 j AC Maximum Output Current 15A,13A 17A W 80 (@ 208V,240V) I ' I 75 183-229 V @ 208 VAC 183-229 V @ 208 VAC 70 I AC Nominal Voltage/Range 21t-264V@240VAC 211-264 V @ 240 VAC 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% I %of Rated Output Power f 60 Hz/59.3 Hz- 60 Hz/59.3 Hz- AC Frequency/Range 60.5 Hz 60.5 Hz I Mechanical Data I Power Factor 1 t Shipping Dimensions W x H x D(inches) 23.5"x t s.s^x t 6.0" I I Unit Dimensions W x H x D(inches) 17.8^x 13.8"x 9.3" ! Peak Inverter Efficiency96.5% 96.8% i Inverter Weight 88 16s I CEC Weighted Efficiency 95.0%@ 208 V 95.5%@ 208 V Shipping Weight 9416s i ( 95.5%@ 240 V 96.0%@ 240 V Forced Air/Sealed 1 Cooling Electronics Enclosure Recommended Array Input 3750 W 4375 W @ 208 V �1 Power(DC @ STC) 5000 W @ 240 V Enclosure NEMA 3R II1 Mounting — Wall Mount Bracket Standard 200-500 V @ 208V 250-600 V @ 208 VAC 1 DC Input Voltage Range 200-500 V @ 240V 250-600 V @ 240 VAC Ambient Temperature Range -13 to+113'F Peak Power TrackingVoltage 175-400 V @ 208 VAC 220-480 V @ 208 VAC Warranty and Certifications g 260-400 V @ 240 VAC 250-480 V @ 240 VAC Warranty 10 year limited warranty I DC Max.Input Current 17 A 18 A Certifications Compliance:IEEE-929,IEEE-1547,UL 1741-2005, I UL 1998,FCC Part 15 A i£B i 1 DC Voltage Ripple <5% 1 1)a 92} 1 No.of Fused String Inputs 4 IND Power Consumption: <7 w/o t w Standby/Nighttime ( Fused DC Disconnect Standard;Complies w NEC Standards II 1 Configurable in the field with integrated grounding kit: I Electrical Grounding SunPower,Solar Panels:DC circuit positively grounded Serengeti"Solar Panels:DC circuit negatively grounded i About SunPower _ Founded in 1985,SunPower Corp. (Nasdaq: SPWRA,SPWRB)designs, manufactures and delivers the planet's most powerful solar technology broadly available today. Residential, business,government and utility customers rely on the company's experience and proven results to maximize return on investment. } SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower Corporation. s u n powercorp.co m ®March 2010 SunPower Corporation.Al rights reserved.Specifications Included in this dotasheet are subject to change without notice. Document#001-16966,Rey*A I i :a3Yy Yr - .:Ftw.. .x �«,.a.a:.�w a'- .+U!h..;•�idfY;••�os;,;sw�vu►?4_,r, '°M� I 111 • 111INVERTERS SUNPOWEREXCEPTIONAL RELI PERFORMANCE I BENEFITS Reliable and Robust Design Proven track record for durability and r longevity High Efficiency I , Weighted CEC efficiency over 95% i and peak efficiency over 96% ; a'• k Reduced Installation Cost Integrated DC disconnect with fuses I lowers material costs and labor ! requirements Attractive Aesthetics Integrated disconnect eliminates need f for visible conduits to inverter i Ideal Output - Ideal for residential applications ' i I t SunPoweem 3000m and 4000m Inverters offer exceptional reliability and superior performance. Innovative design and advanced testing are combined to create a durable inverter - j for optimal system performance over the long term. Both models are backed by a standard 10-year warranty. i I � f I I I � i i I I � � I I I i f SPR-3000m and SPR-4000m sunpowercorp.com 1 800 SUNPOWER 3000m and 4000m INVERTERS SUNPOWER EXCEPTIONAL RELIABILITY D PERFORMANCE BENEFITS Reliable and Robust Design a. Proven track record for durability and longevity High EfF'iciency , Weighted CEC efficiency over 95% and peak efficiency over 96% Reduced Installation Cost Integrated DC disconnect with fuses ;r lowers material costs and labor requirements Attractive Aesthetics Integrated disconnect eliminates need for visible conduits to inverter Ideal Output (� Ideal for residential applications SunPowerlm 3000m and 4000m Inverters offer exceptional reliability and superior performance. Innovative design and advanced testing are combined to create a durable inverter for optimal system performance over the long term. Both models are backed by a standard 10-year warranty. .comowercor SPR-3000m and SPR-4000m sun p p 1-800-SUNPOWER a s y% hg+, • W E R • • 0 INVERTERS EXCEPTIONAL RELIABIL TY AND O. t SPRrn Eff�cien Curves ' Electrical Data �. cY 100 SPR-3000m SPR-4000m 95250-Vdc— AC Power 3000 W 3500 W @ 208 V/ OR 90 310 Vd 4000 W @ 240 V 480 Vd d 85 AC Maximum Output Current 15A,13A 17A Lu 80 (@ 208V,240V) 75 AC Nominal Voltage Range 183-229 V @ 208 VAC 183-229 V @ 208 VAC 70 211-264 V @ 240 VAC 211-264 V @ 240 VAC 0% 100/ 20% 30% 40% 500/ 60% 70% 80% 90% 100% t 60 Hz/59.3 Hz- 60 Hz/59.3 Hz- of Ra d Output Power t' AC Frequency/Range 60.5 Hz 60.5 Hz _ ----- Mechanical Data I Power Factor 1 1 Shipping Dimensions W x H x D(inches) 23.5°x 1 B.5"x 16.0" Unit Dimensions W x H x D(inch es) 17_8"x 13.8'x 9.3" Peak Inverter Efficiency 96.5% 96.8% Inverter Weight Be Ibs 95.0%@ 208 V 95.5%@ 208 V Shipping Weight 94 Ibs CEC Weighted Efficiency — 95.5%@ 240 V 96.0%@ 240 V Forced Air/Sealed Cooling Electronics Enclosure Recommended Array Input 3750 W 4375 W @ 208 V NEMA 3R Power(DC @ STC) 5000 W @ 240 V Enclosure Mounting Wall Mount Bracket Standard DC Input Voltage Range 200-500 V @ 208V 250-600 V @ 208 VAC — T "- 200-500 V @ 240V 250-600 V @ 240 VAC Ambient Temperature Range -13 to+113°F Peak Power Tracking Voltage 175-400 V @ 208 VAC 220-480 V @ 208 VAC Warranty and Certifications V 9 9 200-400 V @ 240 VAC 250-480 V @ 240 VAC Warranty 10 year limited warranty DC Max.Input Current 17 A 18 A Certifications Compliance:IEEE-929,IEEE-1547,UL 1741-2005, - UL 1998,FCC Po rt 15 A&B - I DC Voltage Ripple <5% 1778 9 No.of Fused String Inputs 4 Power Consumption: DD <7 W/01 W Standby/Nighttime .R Fused DC Disconnect Standard;Complies w NEC Standards ID Configurable in the field with integrated grounding kit: Electrical Grounding SunPower-Solar Panels:DC circuit positively grounded Serengeti-Solar Panels:DC circuit negatively grounded .1 I W About SunPower�� E- 1 Founded in 1985,SunPower Corp. (Nasdaq: SPWRA,SPWRB)designs, manufactures and delivers the planet's most powerful solar technology broadly available today. Residential, business,government and utility customers rely on the company's experience and proven results to maximize return on investment. I SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of SunPower Corporation. s V n p owe rC Ct r p.CO m 0 March 2010 SunPower Corporation.All rights reserved.Specifications included in this datasheet are subject to change without notice. Document#001-16966,Rov*A .SUN'FRAME° 'f s .1 � i7 J Z, 14 tot }.j�'�.* y"-\'.•^ j '`�� Get. " ,.'��f�/�,�[f/'`-�/"'f�"'� ��� --^- , - .-� -y�,;•p Ty ^L:..: �y- 'fly a•s='-`� �..,: -,-"'"..�•-�r - � —�-. O �, r. .. . _ f• 1 .t��� ��'�yP�� ,,,..�'� --�c_�,.,,•,_"�.�-.--:'- ,, . ` '�/_.tom_ J_ r ` _• O . • • • III II I Pub 080703-1cc July 2008 c:2008 by Unirac,Inc- All rights reserved. s0'U N I RAC Unirac Code-Compliant Installation Manual SunFrame L Installer's Responsibilities Please review this manual thoroughly before installing your SunFrame offers finish choices and low,clean lines that SunFrame system. become as natural a part of a home as a skylight.It delivers the This manual provides(1)supporting documentation for installation ease you've come to expect from Unirac. building permit.applications relating to Unirac's SunFrame Whether for pitched roofs or parking roof structures, Universal PV Module Mounting system,and(2)planning and SunFrame was designed from the outset to promote superior assembly instructions for SunFrame aesthetics.Modules are flush mounted in low,gap-.free rows, SunFrame products,when installed in accordance with this and visible components match clear or dark module frames. 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 24). QThe 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. Page 2 SunFrame Unirac Code-Compliant Installation Manual IF U N 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 for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2006. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: 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 pner(p s f) =AKzt7 pnet3o pressures on components and cladding in this document. pner(psf) =DesignWind Load The method described in this document is valid for flush,no tilt,SunFrame Series applications on either roofs or walls. A=adjustment factor for height and exposure category Flush is defined as panels parallel to the surface(or with no more than 3"difference between ends of assembly)with no Kzt=Topographic Factor at mean roof height,h(ft) more than 10"space between the roof surface,and the bottom I=Importance Factor of the PV panels. This method is not approved for open structure calculations. pnet3o(psf)=net design wind pressure forExposure B,at height Applications of these procedures is subject to the following =30,I=1 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 You will also need to know the following information: on structures greater than 60 feet,contact your local Unirac Distributor. Basic Wind Speed=V(mph),the largest 3 second gust of wind in 2.The building must be enclosed,not an open or partially the last 50 years. enclosed structure,for example a carport. h(ft)=total roof height for flat roof buildings or mean roof 3.The building is regular shaped with no unusual geometrical height for pitched roof buildings irregularity in spatial form,for example a geodesic dome. Effective Wind Area(sf)=minimum total continuous area of 4.The building is not in an extreme geographic location such modules being installed as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Roof Zone=the area of the roof you are installing the pv system degrees or a hip roof with a pitch less than 27 degrees. according to Figure 2,page 5. 6.If your installation does not conform to these requirements Roof Zone Setback Length=a(ft) please contact your local Unirac distributor,a local professional engineer or Unirac Roof Pitch(degrees) If your installation is outside the United States or does not Exposure Category meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include looking up several values in Determine the smallest area of continuous modules you will different tables. be installing. This is the smallest area tributary(contributing load)to a support or to a simple-span of rail.That area is the Step 1:Determine Basic Wind Speed,V(mph) Effective Wind Area. 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. Page 3 -P U N I RAC Unirac Code-Compliant Installation Manual SunFrame s 90(40) 100(45) 85 mph . .. (36 m/a) hi 110(49) -i •120(54) 90 mph (40 m/s)' 4 90 mph s, .. (40 m/s) G 4 130(58) i° 140(63) rry Miles per hour (meters per second) Figure 1.Basic Wind Speeds.Adapted and 130(59) applicable to ASCE 7-05.Values are nominal 140(63) 150(67) 140(63) 140(63) design 3-second gust wind speeds at 33 feet above ground for Exposure Category C. 150(67) 90(40) Special Wind Region 100(45) 130(58) 110(49)120(54) Step 3:Determine Roof/Wall 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. 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 IS 20 2S 30 40 SO 60 70 80 90 100 12S ISO 17S 200 300 400 SOO 10 3 3 3 3 3 4 4 4 4- 4 4 4 5 6 7 8 12 16 20 15 3 3 3 3 3 4 5 6 6 6 6 6 6 6 7 8 12 16 20 20 3 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 4 5 6 .7_ 8 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 6 7 8 9 10 12.5 15 16 16 16 16 20 45 3 3 3 3 3 4 5 6 7 8 9 10 12.5 15 17.5 18 18 18 20 50 3 3 3 . .3 .3 4 5 6 7 8 9 . -10. 12.5 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. Page 4 am SunFrame Unirac Code-Compliant Installation Manual a U N RAC 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 Flat Roof " Hip Roof(7° < A 5 27°) `h '>-a- i ,�yQ a� >-a a �, Gable Roof(A 5 7°) -' Gable Roof(7° < A 5 450) h a� >,a a . a F-1 Interior Zones � End Zones ■ Corner Zones Roofs-Zone I/Walls-Zone 4 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 Both downforce and uplift pressures must be considered (psO in overall design. Refer to Section II,Step 1 for applying Using the Effective Wind Area(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the appropriate Net Design Wind Pressure in Table 2,page 6. Use surface. the Effective Wind Area 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. Page 5 C='U N I RAC Unirac Code-Compliant Installation Manual SunFrame Table 2.p„et30(pso Roof and Wall Basic Wind Speed,V(mph) 90 100 110- 120 130 140 150 170 Effective WindAreO Zone (sf) Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift Downforce Uplift 1 10 5.9 -14.6 7.3 -18.0 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 ar 1 50 5.1 -13.7 6.3 -16.9 7.6 -20.5 9.0 -24.4 10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 1 100 4.7 -13.3 5.8 -16.5 7.0 -19.9 r 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 a� '0 2 10 5.9 -24.4 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 c 2 20 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6- 13.4 -52.9 15.4 -60:7 19.8 -78.0 c 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 c 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 0 3 10 5.9 -36.9 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 9.0 -39.3 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 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 -43.9 16.7 -56.4 1 10 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 -23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 7.7 -13.0 9.4 -16.0 1 1.4 : -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 d 1 50 6.7 -12.5 8.2 -15.4 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 12.5 -34.7 14.9 -41.3 17.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 N 2 20 7.7 -21.4 9.4 -26.4 11.4- -31.9 13.6 -38.0 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -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 w 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 -47.3 21.1 -60.8 0 3 10 8.4 -34.3 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 .-71.6 20.3 -83.1 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 21.3 -89.2 27.3 -1 14.5 3 50 6.7 -29.1 8.2 -36.0 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 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 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 10.4 -20.7 23.0 -24.6 27.0 -28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 y 1 50 12.5 -12.8 15.4 -15.9 18.6 -19.2 22.2 -22.8 26.0 -26.8 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 -25.2 29.3 -29.3 33.6 -33.6 43.2 -43.2 110 0 2 10 13.3 -17.6 16.5 -21.0 19.9 -25.5 . 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 Q 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 0 2 50 '12.5 -15.3 15.4 -18.9 18.6 , -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 N 2 100 1 12.1 -14.6_ 14.9 -18.0 18.1 I -21.8 . 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 40.5 43.2 -52.0 c 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 37.0 -47.3 47.6 -60.8 0 It 3 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 3 50 12.5 -15.3 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 3 100 12.1 -14.6 14.9 -18.0 .18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 4 10 14.6 -15.8 18.0 -19.5 21.8 -23.6 25.9 -28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 13.9 -15.1 17.2 -18.7 .20.8 -22.6 24.7 -26.9 251ff -31.6 33.7 -36.7 38.7 -42.1 49.6 -54.1 4 50 13.0 -14.3 16.1 -17.6 19.5 -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 18.5 -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 -29A 25.9 -34.7 30.4 -46.7 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 29.0 -38.0 . 33.7 -44.0 38.7 -50.5. 49.6 -64.9 5 50 13.0 -16.5 16.1 -20.3 19.5 -24.6 .I 23.2 -29.3 '27.2 -34.3 31.6 -39.8 36.2. -45.7 46.6 -58.7 5 100 12A -15.1 15.3 -18.7 18.5 , -22.6 22.0 -26.9 ' 25.9 -31.6 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 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 Source:ASCE/SEI 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 :;•U I RAC Table 3.p„e130(psf Roof Overhang E(feaive Basic Wind Speed V(mph) WindArea Zone (SO 90 100 110 120 130 140 150 170 2 10 -21.0 -25.9 -31.4 -37.3 -43.8 -50.8 -58.3 -74.9 d 2 20 -20.6 -25.5 -30.8 -36.7 -43.0 -49.9 -57.3 -73.6 w 2 50 -20.1 -24.9 -30.1 -35.8 -42.0 -48.7 -55.9 -71.8 2 100 -19.8 -24.4 -29.5 -35.1 -41.2 -47.8 -54.9 -70.5 ,0 3 10 -34.6 -42.7 -51.6 -61.5 -72.1 -83.7 -96.0 -123.4 0 3 20 -27.1 -33.5 -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 i 2 20 -27.2 -33.5 -40.6 -48.3 -561 -65.7 -75.5 -96.9 adoi 2 50 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 'to- 2 100 -27.2 -33.5 -40.6 -48.3 -56.7 -65.7 -75.5 -96.9 N 0 3 10 -45.7 -56.4 -68.3 -81.2 -95.3 -1 10.6 -126.9 -163.0 V� 3 20 -41.2 -50.9 -61.6 -73.3 -86.0 -99.8 -1 14.5 -147.1 0 3 50 -35.3 -43.6 -52.8 -62.8 -73.7 -85.5 -98.1 -126.1 1Z 3 100 -30.9 -38.1 -46.1 -54.9 -64.4 -74.7 -85.8 -1 10.1 4) 2 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 Et 2 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 2 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 e 2 100 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 3 10 -24.7 -30.5 -36.9 -43.9 -51.5 -59.8 -68.6 -88.1 N 3 20 -24.0 -29.6 -35.8 -42.6 -50.0 -58.0 -66.5 -85.5 6 3 50 -23.0 -28.4 -34.3 -40.8 -47.9 -55.6 -63.8 -82.0 cc 3 100 1 -22.2 -27.4 -33.2 -39.5 -46.4 -53.8 -61.7 -79.3 Source: ASCEISEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kat 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 Topographic Factor,Kzt,is taken as equal to one(1),meaning, category includes flat open country,grasslands,and all the installation is on level ground(less than 10%slope). If the water surfaces in hurricane prone regions. 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 regions. This catego- Topographic Factor. ry 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 Also see ASCE 7-05 pages 287-291 for further explanation and definitions for Exposure Categories. explanatory photographs,and confirm your selection with the local building authority. 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. Page 7 &I U N I RAC Unirac Code-Compliant Installation Manual SunFrame Step 7:Determine adjustmentfactorfor height and Table 4.Adjustment Factor for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height,h Exposure (ft),look up the adjustment factor for height and exposure in Mean roof Table 4. height(N B C D 5 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1.00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(psf) 60 1.22 1.62 1.87 Multiply the Net Design Wind Pressure,pnet3o(psf)(Step 4)by the adjustment factor for height and exposure,A(Step 7),the Source:A C 7-05, Minimum Design Loads for Buildings and Other Structures,,Chapter r 6,Figure 6-3, p.44. Topographic Factor,Kzt(Step 5),and the Importance Factor,I (Step 8)using the following equation: pnet(Ps) =AKztlpnet30 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,I=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 5.Worksheet for Components and Cladding Wind Load Calculation:IBC 2006,ASCE 7-05 Variable Description Symbol Value Unit Step Reference Building Height h ft Building,Least Horizontal Dimension ft Roof Pitch degrees Exposure Category 6 Basic Wind Speed_ V mph I Figure Effective Roof Area sf 2 Roof Zone Setback Length a ft; 3 Table 1 Roof Zone Location 3 Figure 2 Net,Design Wind Pressure pnet30 psf 4 Table 2,3' Topographic Factor Kzt x 5 adjustment factor,for height and exposure category a x. 7 Table 4 Importance Factor I x 8 Table 5 Total Design Wind Load pnet ., psf 9 Page 8 SunFrame Unirac Code-Compliant Installation Manual LU N I RAC Table 6.Occupancy Category Importance Factor Non-Hurricane Prone Regions and Hurricane Prone Regions Hurricane Prone Re with Basic Wind Speed,V= gions with BaskWind Category Category Desicription Building Type Examples 85-100 mph,and Alaska Speed,V>I Oomph 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 manufacutre 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 Peg. 9 :P U N I RAC Unirac Code-Compliant Installatibn 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 Step 1:Determine the Total Design Load rail type and rail span uses standard beam calculations and The Total Design Load,P(psf)is determined using ASCE 7-05 structural engineering methodology. The beam calculations 2.4.1(ASD Method equations 3,5,6 and 7)by adding the Snow are based on a simply supported beam conservatively,ignoring Loadl S(psf),Design Wind Load the reductions allowed for supports of continuous beams over P gn ,pnet(psf)from Part I,Step multiple supports.Please refer to Part I for more information 9 and the Dead Load(psf).Both Uplift and Downforce Wind on beam calculations,equations and assumptions. Loads calculated in Step 9 of Part 2 must be investigated. Use Table 7 to calculate the Total Design Load for the load cases. In using this document,obtaining correct results is Use the maximum absolute value of the three downforce cases dependent upon the following: and the uplift case for sizing the rail.Use the uplift case only 1.Obtain the Snow Load for your area from your local building for sizing lag bolts pull out capacities(Part II,Step 6). official. 2.Obtain the Design Wind Load,pnet. See P(psf) =LOD+1.OS1(downforce case 1) Part I(Procedure to Determine the Design Wind Load)for more information on calculating the Design Wind Load. P(psf) =LOD+1.Opnet(downforce case 2) 3.Please Note:The terms rail span and footing spacing P(psf)=1.OD+0.7551+0.75pnet(downforce case 3) are interchangeable in this document. See Figure 3 for illustrations. P(psf)=0.6D+1.Opnet (uplift) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and D=Dead Load(psf) Unirac racking systems. If the Dead Load is greater than 5 S=Snow Load(psf) psf,see your Unirac distributor,a local structural engineer or contact Unirac. The following procedure will guide you in selecting a Unirac pnet=Design Wind Load(psf)(Positive for downforce,negative for uplift) rail for a flush mount installation.It will also help determine the design loading imposed by the Unirac PV Mounting The maximum Dead Load,D(psf),is 5 psf based on market Assembly that the building structure must be capable of research and internal data. supporting. 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. Figure 3.Rail span and footing spacing are interchangeable. Spa,) L °rF o° tSpa B e Wvl l'�°aJ�d�G°\a< QetQe Note:Modules must be centered symmetrically on Page the rails(+/-2*),as shown in Figure 3.If this is 10 not the case,call Unirac for assistance. SunFrame Unirac Code-Compliant Installation Manual 'IF U N I RAC Table 7. ASCE 7ASD Load Combinations Description Variable Downforce Case 1 Downforce Case 2 Downforce Case 3 uplift units Dead Load D 1.0 x 1.0 x 1.0 x 0.6 x psf Snow Load S 1.0 x + 0.75 x + psf Design Wind Load Pnet 1 1.0 x + 0.75 x + 1.0 x psf Total Design Load P psf Note:Table to be filled out or attached for evaluation. Step 2:Determine the Distributed Load on the rail, Step 3:Determine Rail Span/L-Foot Spacing w(pIt) Using the distributed load,w,from Part II,Step 2,look up the Determine the Distributed Load,w(ply,by multiplying the allowable spans,L,for SunFrame. module length,B(ft),by the Total Design Load,P(psf)and dividing by two.Use the maximum absolute value of the three There are two tables,L-Foot SunFrame Series Rail Span Table downforce cases and the Uplift Case. We assume each module and Double L-Foot SunFrame Series Rail Span Table. The is supported by two rails. L-Foot SunFrame Series Rail Span Table uses a single L-foot w=PB connection to the roof,wall or stand-off. The point load connection from the rail to the L-foot can be increased by using a double L-foot in the installation. Please refer to the w=Distributed Load(pounds per linear foot,plf) part III for more installation information. B=Module Length Perpendicular to Rails(ft) P=Total Design Pressure(pounds per square foot,psf) Table 8.L-Foot SunFrame Series Rail Span Span w=Distributed Load(plD (ft) 20 25 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 400 500 600 700 2 SF ._SF SF,. SF SF _SF SF SF SF SF-,_ SF- SF_ SF _SF SF SF.' SF- SF, SF_ 2.5 SF SF SF SF SF SF SF _ SF SF SF SF SF SF SF SF_ SF SF SF_ 3 SF SF SF SF SF SF SF SF SF _ SF SF -_ SF., ,- SF SF. SF SF 3.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4 SF SF - SF SF SF SF SF SF SF SF SF SF. SF 4.5 SF SF SF SF _ SF _ SF SF SF SF _ ,SF_. _SF 5 SF SF SF _ SF SF SF SF SF SF _SF _ SF 5.5 SF SF SF SF _ SF SF SF SF SF SF 6 SF SF SF SF SF _ SF SF SF _ SF 6.5 SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF SF SF SF 7.5 SF SF SF SF SF SF SF SF 8 SF SF SF SF SF SF- SF SF 8.5 SF SF SF _ SF SF SF SF 9 SF SF SF SF SF SF -, 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF 10.5 SF SF SF SF II SF_ SF' SF SF 11.5 SF SF SF 12 SF SF SF 12.5 SF SF _ 13 SF SF 13.5 SF _. 14._. SF - Page 11 iF U N I RAC Unirac 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 2 SF SF SF SF_ SF SF SF, SF SF SF_ ._SF SF SF SF SF SF SF SF SF SF SF IS SF SF SF SF SF SF SF SF SF SF SF SF SF _ SF SF SF SF SF SF 3 SF_ SF SF SF SF SF_ SF SF SF SF SF SF SF SF SF SF SF SF SF 3.5 SF SF _ SF SF SF SF SF SF SF SF SF SF_ SF SF SF SF SF SF 4 SF SF- SF .._SF SF SF SF SF ,i"SF SF SF SF SF SF SF SF SF SF 4.5 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 5 SF, SF SF SF SF. SF SF SF SF SF SF SF SF SF SF 5.5 SF SF SF SF SF SF SF SF SF SF SF SF SF 6 SF SF SF SF SF SF SF SF SF SF SF SF_ 6.5 SF SF SF SF SF SF SF SF SF _ SiF 7 SF SF . SF _ SF SF, SF SF SF SF 7.5 SF SF SF SF_ SF SF SF SF 8 SF SF SF _ _SF SF SF SF SF 8.5 SF SF SF SF SF SF SF 9 SF SF SF SF SF SF 9.5 SF SF SF SF SF SF 10 SF SF SF SF SF__ 10.5 SF SF SF SF 11 SF SF SF SF 11.5 SF SF SF 12 SF SF SF ' 12.5 SF SF ' - 13 -SF'- SF 13.5 SF 14 SF Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(ibs), Selecting a span affects the price of your installation. Longer at each connection based on rail span spans produce fewer wall or roof penetrations.However, When designing the Unirac Flush Mount Installation,you longer spans create higher point load forces on the building must consider the downforce Point Load,R(lbs)on the roof structure. A point load force is the amount of force structure. transferred to the building structure at each connection. The Downforce,Point Load,R(Lbs),is determined by It is the installer's responsibility to verify that the building multiplying the Total Design Load,P(psf) (Step 1)by the Rail structure is strong enough to support the point load Span,L(ft)(Step 3)and the Module Length Perpendicular to forces. the Rails,B(ft). R(lbs)=PLB R=Point Load(lbs) P=Total Design Load(psD 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. Page 12 SunFrame Unirac Code-Compliant Installation Manual p U N I RAC 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 Specific 5/6" shalt Force,R(lbs),requirements. 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 Thread Southern Pine 0.55 307 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 specifry 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 far Wood Construction. *Use flat washers with lag screws. 13 OI U Ill I RAC 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 Rail Planning and Assembly, governs installations using the SunFrame systems. [3.1.] SunFrame® rail components © O © Figure 4.SunFrame components. 1VA( O O _111U M4 U O m Figure 5.SunFrame threaded slot rail, cross section,actual size. .p 14 SunFrame Unirac Code-Compliant Installation Manual :n U N I RAC ORail—Supports PV modules.Use one per row of modules L-foot adjusting slider(optional)—Use one beneath plus one.Shipped in 8-or 16-foot lengths.6105 T5 alumi- each L-foot or aluminum two-piece standoff,except in num extrusion,anodized(clear or dark bronze)to match lowest row.6105-T5 aluminum extrusion.Sliders allow PV module frame. easier alignment of rails and better snugging of PV mod- ©Cap strip—Secures PV modules to rails and neatly ules between rails.Includes 3/8"x 11/4" bolt with flange nut for attaching L-foot or standoff shaft,and two 5/�" frames top of array.Lengths equals rail lengths.Cap strips x 21/z"lag bolts with flat washers for securing sliders to are sized for specific PV modules.Shipped in 8-or 16-foot rafters. lenghs.Predrilled every 8 inches.6105 T5 aluminum extrusion,anodized(clear or dark bronze)to match PV ®Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for example).Use one per L-foot. Two-piece(pictured): ©Cap strip screw(I/4-20 x 1,Type F thread cutting)—Use 6105-T5 aluminum extrusion.Includes 3B"x 3ia"serrated to secure each cap strip(and PV modules)to rail,one per flange bolt with EPDM washer for attaching L-foot,and predrilled hole.Use an additional end screw wherever a two sne"x 31�z"lag bolts.One-piece:Service Condition 4 predrilled hole does not fall within 4 inches of the end of (very severe)zinc-plated welded steel.Includes 3/s"x 11/a" any cap strip segment.18 8 stainless steel,clear or black bolt with lock washer for attaching L-foot.Flashings: Use to match cap strip. 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 3/4")—Use 4 per rigid splice Lag screw for L-foot—Attaches L-foot or standoff to or 2 per expansion joint.Galvanized steel. rafter.Determine length and diameter based on pull-out OEnd caps—Use one to neatly close each rail end.UV values in Table 3(page 8).If lag screw head is exposed to resistant black plastic. elements,use stainless steel.Under flashings,zinc plated hardware is adequate.Note:Lag screws are provided with OTruss-head sheet metal screw(No.8 x s/s')—Use 2 per L foot adjusting sliders and standoffs. end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Waterproof roofing sealant—Use a sealant appropriate to your roofing material. QL-foot—Use to secure rails either through roofing mate- rial to rafters,to L-foot adjusting sliders,or to standoffs. Clamps for standing seam metal roof—See"Frequently 6105-T5 aluminum extrusion,anodized(clear or dark Asked Questions..:'(p.16). bronze)to match PV module frame.Double L-foot is also available. 0 L-foot bolt(W'x 11/4')—Use one per L-foot to secure rail to L-foot.304 stainless steel. 10 Flange nut(3/e")—Use one per L-foot bolt.304 stainless steel.Required torque:30 to 35 foot-pounds. A 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,atwww.unirac.com. Page 15 !:'U N I RAC Unirac Code-Compliant Installation Manual SunFrame Installing the array 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. AFor array widths or lengths greater than 45feet,see instruction manual 908.1 concerning thermal expansion issues. 1'/2"at each end of array Sample layout,illustrated in Figure 4 Assumptions:12 modules(60"x 36"), - arranged in 3-rows of 4 modules. Roof Array,width--144"(36"module width x 4 modules per row)', peak Array length '180'(60'module length x 3 rows) +3'(11/2'end rail width x 2 rails) 3W-spade between module rows' +11/2"6/4"between-module rail width x 2 rails) 1843/z" 1.Laying out the installation area Array Rails Always install SunFrame rails perpendicular to rafters.(These length Module length(see instructions assume typical rafters that run from the gutter 3j caption) to the peak of the roof.If this is not the case,contact Unirac.) Rails are typically mounted horizontally(parallel to the lower --- - w - - -- - edge of the roof),and must be mounted within 10 degrees of - horizontal. Leave adequate room to move safely around the array during Modulewidth- installation.During module installation,you will need to slide one module in each row about a foot beyond the end of the 1'/2" 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. Array width (module width times modules per row) 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. Page 16 SunFrame Unirac Code-Compliant Installation Manual d-U IV I RAC 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 'f%' '"%� L-feet directly onto low profile roofing material such as asphalt shingles or sheet metal.(For high profile roofs,such as the or shake,use optional standoffs with flashing to raise L-feet. ,pm L-feet must be flush with or above the highest point of the roof surface.) /IV L-feet can be placed with the double-slotted side against the �;' ,o;' Ile; 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. L feet If you are using L foot adjusting sliders,you must use , A the short side of the the L foot against the roof in the Lagfirst row.See Figure 9 below. screw / If you are using both L foot adjusting sliders and standoffs, / Always lag into slot see the upper box on page 11. nearest the bend in the L-foot Install the first row of L-feet at the lower edge of the instal- / 23/4p lation area(Fig.8).Ensure feet are aligned by using a chalk �/ line.(A SunFrame rail can also be used as a straight edge.) Lower edge of Position the L-feet with respect to the lower edge of the roof as installation area illustrated in Figures 7 and 8. Figure 7.Placement of first L 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 Roof peak lag screws.Seal the underside of the L-feet with a suitable weatherproof sealant. Fasten the L-feet to the roof with the lag screws. If the double slotted sides of the L feet are against the roof,lag through the slot nearest the bend in the L-foot(Figs. 7 and 8). *? Cut the rails to your Utility slot for No. 10 screw array width,being sure iI to keep rail slots free of roofing grit or other J Utility slot for I/4" debris.If your instal- hexhead bolt Slot for 3/s" ® lation requires splices, Figure 8.L-Foot footing bolt assemble them prior to orientation. ` . . attaching L-feet(see"Footing and splicing require- .. •.__ ments,"p.11;and"Material planning for rails and y cap strips,"p.13).Slide the 3i8-inch mounting :. ; bolts into the footing slots. If more than one splice V 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 1 flange nuts.Ensure that rails are oriented with respect to the L-feet as shown in Figure 9.Align the A ends of the rail to the edge of the installation area. i, 9 Ensure that the rail is straight and parallel to the edge of the roof.Then tighten the lag screws. ~` =, a Roof peak 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. Page 17 iF U N I RAC Unirac 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. -4 �� Jk 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. L-foot 0 0 1 o n - This example assumes a rail seven times the length of the shaded areas.If more than one splice is used,be sure the footing spacing(A).A splice may be located in any of the combination does not violate Requirements 5,6,or 7. Footing and splicing requirements The following criteria are required for sound installations. 3. Do not locate a splice in the center third of the span While short sections of rail are structurally permissible,they between two adjacent feet. can usually be avoided by effective planning,which also pro- 4. In a spliced length of rail,all end sections must be sup- motes superior aesthetics.See"Material planning for rails ported by no less than two L-feet. and cap strips"(p.13). 5. All interior rail sections must be supported by no less The installer is solely responsible for ensuring that the roof and than one L-foot. its structural members can support the array and its live loads. For rail lengths exceeding 48 feet,thermal expansion joints 6. Interior rail sections supported by only one L-foot must may be necessary.Please contact Unirac. be adjacent,on at least one side,to a rail section sup- ported by no less than two L-feet. 1. Footing spacing along the rail(A in illustration above) 7 Rail sections longer than half the footing spacing re- is determined by wind loading(see pp.5-8,especially step 4).Foot spacing must never exceed 48 inches. quire no fewer than two L-feet. 2. Overhang(B)must be no more than half the length of ;; Rafters the maximum footing spacing(A).For example,if Span / A is 32 inches,Overhang B should not exceed 16 inches. i Stringer �-- --- i r- ---- -----ti i — —Rail 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- I' 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 properfootings. Non-rectangular modules use 18 SunFrame Unirac Code-Compliant Installation Manual U N I RAC 3.Laying out and installing the next row of L-feet With L-feet only:Position the second row of L feet in actor- 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 Module length(hole to hole) 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 T� 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 Figure 10.L foot separation.See the note on module length in the pan-head screws in its frame. caption offigure 4(p.9). 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. Roof peak -� A=module length tns 1 Align slider U� A � center hole to chalk line Lowest row of L-feet �� Align slider us (no footing sliders) = '~ A-3 1/4" center hole to chalk line A+3A LC� A+1 3/16 A+2 1/4" Figure 11.If you are using L foot adjusting sliders,this spacing between rows places L feet at the center of their adjustment range. 4.Installing the second rail With L-feet only(Fig.12):Install and align the second rail Snug 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. Module` 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 a 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 Lag"screw Lag screw (half turn loose) screw on that end.Slide the module down the rails,snugging the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders:Install rails on first and second rows of L-feet.Verify spacing by placing a module onto the 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 =Y U N I RAC Unirac 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,pa ticularly 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 ale 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 c e strip segment that crosses the array center line,and position ofe very rail hole within 4 inches of a end of a over the center line so that the appropriate holes are spaced segment,drill a li4-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.) Preliminary footing 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 A 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 equidist t from both sides of ings are not visible from ground level,there is negligible the array. 7 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 i i +- Trim line(array edge) Trim line(array edge,+ i •i i •V I i z,• •i i •i i •1 i X 96" •i 1st Cap strip C 83" E122" ii 4th rail ii • • •W 112"• ii • • • • ii • • • • • tii X 96" • • • ii • 2nd cap strip B 83" l i i i D 122" i i 3rd rail • •V 80" I; I a• ; Y 128" ; 3rd cap strip A 96" i i i i � •,'' �� C 109" i 2nd rail ii ii F7 t i ii ii a i .W 80" . .i i . Y,,,�,��..(�.J .I i .i i Z 128" 4th cap strip A 96" i i i i i B 109" 1 St rail Usable remainder:D,70";E,70";Y,64"Z,64" Page 20 SunFrame Unirac Code-Compliant Installation Manual low" U N I RAC 6.Securing the first module Gather sufficient lengths of cap strip _ Cap strip screws to cover the length of the first rail.For maximum visual appeal and material conservation see"Material planning for Permissable overhang: iyr rails and cap strips"(p.13). 1/3 module width r" 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 F-- peak of the roof.For the time being,then last module may overhang the rail by up _ = Do not install second to one third its width. cap strip until lower r modules are placed Attach the end of the cap strip with - " Stepping gap the cap strip screws (Fig.13,inset),so that the upper end of the first module is Figure 13.Begin cap strip installation. secure. A'A The structural integrity of your array requires that cap y 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 2.Install screws steel)and the correct length.See Table 4(pg.15)to match screw length to the size cap strip in your installation. Every cap strip segment must have a cap strip screw 4 inches or less from each end.if the nearest predrilled Stepping gap � Ahole falls more than 4 inches from any end,drill a �- 1/4-inch hole 2 inches from the end and install an additional screw. Figure 14.Position and secure modules one by one. Adrill Wherever it is necessary to make a new cap strip hole, 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 Slide and sec ` - 1/4-inch hole in the rail and pushing the end of the tie into the one by on hole. r� Secured r- Continue the process until all modules in the top row are in 1 stmodu final place and secured from the top.When complete,every �r Stepping gap prepunched hole in the cap strip will be secured by a screw, f and the top end of the first row of modules will be secure. Figure 15.As modules slide into place,the stepping gap shifts, 8.Installing the remaining modules row by row always allowing access to the section of cap strip being secured. 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. �8. 21 as U N IRA Unirac Code-Compliant Installation Manual SunFrame 9.Installing the end caps i Attach the end caps to the ends of the rails by securing with i the truss head sheet metal screws provided(Fig.16). I 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%,-20Type F thread cutting(18-8 stainless steel). Module thickness or type Cap strip Required screw inches mm cross section Cap strip size length(inches) 1.34-1.42 34-36 C Y4 1.50-1.57 38-40 D W, 1.77-1.85 45-47 F I" 1.93-2.01 49-51 E I%," UUU Sharp lipped modules 'TT G I" Sanyo lipped modulesU H P.S. 22 SunFrame Unirac Code-Compliant Installation Manual p■•'U N I RAC Frequently asked questions about standoffs and roof variations How high above the roof is a SunFrame array? SunFrame L-feet will mount to the top of the S-5!clamps The answer depends on the orientation of your L-feet and with the 3/8-inch stainless steel bolt provided with the S-5! the length of your standoffs,if used.See the illustration ap- See www.s-5solutions.com for different clamp models and propriate to your installation. details regarding installation. How can I seal the roof penetration required when When using S-5!clamps,make sure that there are enough standoffs are lagged below the roofing material? clamp/L-feet attachments to the metal roof to meet the Metal Roof Manufacturers'and MRI specifications regarding Many types and brands of flashing can be used with Sun- wind loads,etc. Frame.Unirac offers an Oatey®"No-Calk"flashings for its steel standoffs and Oatey®or Unirac flashings for its j Module aluminum two-piece standoffs.See our SunFrame Pro-Pak ' thickness varies Price List. How do I attach SunFrame to a standing-seam metal 2'i4-±'/8" roof? A good solution comes from Metal Roof Innovations,Ltd. (MRI).They manufacture the S-51—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 s Module ! thickness penetrations altogether. I varies Module 2'i4-±i/8" tH thickness varies 7/8"±1/8" Standoff height (3",4",6",or 7" 3 _ all±1/8") 1 /4 +'/8" Pege 23 ::'U N I RAC Unirac Code-Compliant Installation Manual SunFrame 10 year limited Product Warranty, 5 year limited Finish Warranty Unirac,Inc.,warrants to the original purchaser the practices specified by AAMA 609&610-02 If within the specified Warranty periods the ("Purchaser")of product(s)that it manufactures —"Cleaning and Maintenance for Architecturally Product shall be reasonably proven to be ("Product")at the original installation site that Finished Aluminum"(www.aamanet.org)are not defective,then Unirac shall repair or replace the the Product shall be free from defects in material followed by Purchaser.This Warranty does not defective Product,or any part thereof,in Unirac's and workmanship for a period of ten(10)years, cover damage to the Product that occurs during sole discretion.Such repair or replacement shall except for the anodized finish,which finish its shipment,storage,or installation. completely satisfy and discharge all of Unirac's shall be free from visible peeling,or cracking or This Warranty shall be VOID if installation of liability with respect to this limited Warranty. chalking under normal atmospheric conditions the Product is not performed in accordance Under no circumstances shall Unirac be liable for a period of five(5)years,from the earlier with Unirac's written installation instructions, for special,indirect or consequential damages of 1)the date the installation of the Product is or if the Product has been modified,repaired, arising out of or related to use by Purchaser of completed,or 2)30 days after the purchase of or reworked in a manner not previously the Product the Product by the original Purchaser("Finish authorized by Unirac IN WRITING,or if the Manufacturers of related items,such as PV Warranty"). Product is installed in an environment for which modules and flashings,may provide written The Finish Warranty does not apply to any it was not designed.Unirac shall not be liable warranties of their own.Unirac's limited foreign residue deposited on the finish.All for consequential,contingent or incidental Warranty covers only its Product,and not any installations in corrosive atmospheric conditions damages arising out of the use of the Product by related items. are excluded.The Finish Warranty is VOID if Purchaser under any circumstances. U N I RAC 1411 Broadway Boulevard NE PeBe so Albuquerque NM 87102-1545 USA 24 DECLARATION OF COVENANTS AND RESTRICTIONS FOR CERTAIN LOTS ON 1-01AP OF PELL.ICANo WOODS" F.,,-V2- THIS DECLARATION made on April / 1998, bn Russell A. Pellicano, residing at 9680 North 9ayv.iew Road, Southold, New York 11971, the Declarant. WHEREAS, Declarant is the owner In fie simple of the real property described in Schedule A annexed hereto and made a part hereof; and WHEREAS, Declarant has subdivided this real property into four building lots located at Bayview in the Town of Southold, County of Suffolk and State of New York, as shown on a certain map entitled, "Map of Pellicano Woodall, and filed in the Office of the Clerk of the County of Suffolk ;;n October 6. 1907 as Map Number 10069; and WHEREAS, Declarant deems it advisable: in the best intereo--ts of the development of this property to impose certain covenants and restrictions on said real property. W I 'rNES8ETH; NOW, THEREFORE, in consideration of the premises, the Declara:;t declares that the above described property is held subject to :lie following covenants and restrictions, 1. Each and every present and future owner of and or all of -.._ lots shown on the subdivision map siiall provide all services requisite to the maintenance of all streets in the subdivision, including but not limited to cleaning, repairing, snow plowing and sanding the streets on the map. The owner of each of the lots of the subdivision shall bear in equal fractional sharer; of the cost thereof, which fraction shall be determined by the number of legal building plots which have access over the screet2 of the subdivision. The nonpayment of said cost, by a lct owner shall become a lien on his lot which ,ray be co.liected by appropriate action in a court of law. Each owner who is subject: to the provisions of these covenants and restrictions :shall be entitled to enforce these provisions to recover from any other owner for the payment of more than hit or her pro rata share of the costs and expenses from any owner who fails to pay his or her pro rats share of the aforesaid costs and expenses. 2. Each and every present and future owner of �:ny or all of the lots shown on the subdivision map and their guests, visitors, invitees shall not park any vehicles within sixty (60) feet of the cul-de-sac or within the cul-de-;lac itself, unleus the vehicles are parked in the driveway of a home on the cul-de-sac. A violation of this covenant and restriction shall be enEorceabie by any owner of any lot within the vubdlvision in a court of law by seeking an injunction and/or damages for a violation of this Provision. . � 3. No repair of motor vehicles shall be made in any of the roadways or within the cul-de-sac or parking areas of the 1 development. 4. No structures of a temporary character, traiier, abed, tent., shack, garage, barn or other outbuilding, shdil be used, placed or stored on any portion of the properties in the development. any t.ime_ 5. No boats, trailers, campers, recreational vehicles, mobile homes, house trailers, buses, r.r•,:cks, commercial vehicles or unlicensed or unregistered autcmob.'.ea or vehicles ahail be parked an any of the roadways or w°thin the cul-de-sac or driveways or parking areas of the development. 6. No homeowner in the development shall erect a fence or gate on his or her own property withait the prior written consent: of all the homeowners in the deve;;sF:,e:;t, 7. No homeowner shall ,nxke c- :r.::,i_ any disturbing noises in any dwelling or on any property w:n`ar the development or !o or permit anything to be done there:n, �,.ich will interfere .with the rights, comforts, peace, tranglilit•; or conveniences of other homeowners. S. No nuisance9 shall be allowed upor. the property nor shall any use or practice be allowed wh:ch is a source of annoyance to residents or which interfere With the peaceful posoessior. , enjoyment and proper use o'_ the cevelopment by its residents. 9. No improper, offensive c- unlaw-ul use shall be made of the property nor any part thereof and all valid laws, zoning ordinances, and regulations _f all governmental bodies having jurisdiction thereof shall to observed. 10. Each homeowner in the development shall maintain the grounds, lawns and lar.dscan--no in a neat and manicured condition. 11. No hunting of animals of arty kind shall be allowed on any of the properties within the vc-'a--init.y. 12. No chemicals -:;r hazar.d::t.y atateriala or any kinds that will pollute or contaminate the we-_ water used for drinking in the community shall be used, sprayed, spread or applied to any property within the comrunity. 13. No homeowner shall re:-Ove any Lop soil or !�jartd f rpm tits properties within the commun:.-ty. L4. '.he covenants and restrictions or this declaration ale declared to be and shall be covenants attached to and running with the land above descriLed and shall bind and enure to Lhe benefit of the parties to whom any part of the subdivision may come or belong and the same may 'ee enforced by action or injunction in favor of any of the parties, their heirs, executors, administrators or assigns. 15. These covenants and restrictions may not be modified or terminated without the written consent oF. all .lot owners of the subdivision, Z In Witness whereof, the said Pec.larant has drily executed the within Declaration on the date first above written. f Russell A. Pellicano STATE OF NEW YORK ) > as. . COUNTY OF SUFFOLK ) i }� On the��"'day of April 1998, before me personally cane Russell A. Pellica o, to me known to be the individuai described in and who executed the foregoing instrument and acknow.leaged that he executed the same. 1 I i f Notary Public •K P'A HY M,lic.�E od Fl 61 Yns:m.oe� f„I<rti.;•i;n111tA C4LLv�. :,,vF,l'Srr,t rYrvl%MAY 77.10 I 3 AL:, that certain plot. piece or parc:el of land, wir.)r the buildings and improvementq thereon trrec:eed, situate, .lying trn.1 being at Sayview, Town of Southold, cuunty of Suffolk anti fitac: of New York, bounded and described ..ta follows: BEGINNING at a point or: the southerly side of North Bayvi-�w Roacrj. 'ahere Lite division between premises herein described ar,d land of Titus intersects the southerly side of Norch Rayview Road; RUNNING THENCE south 73 degrees 14 m.inur.es 10 seconds r_aat aLonq OW southerly side of North Bayview (toad, 371.46 feet to livid or Stott; THENCE along said land the followitpr Cwo courses and clinr.ancr:a: SOUL it 21 degrees 40 minutes 40 :seconds west 57.1.65 fret; 2. South 45 degrees 14 minutes 20 4ecartcl,,7 east 151.fi7 fee, to land of Denar1n; THENCE along said land the follovinq three courses and diatant:c:t;: 1. South 23 degrees 02 minutes so seconds west, 4o6.50 feet.; 2. South 21 degrees 45 ninur.es 20 seconds west, 363.40 fert.; J. South 22 degrees 24 minutes 30 seconds west, 364.73 feet to land of R. Akscin; THENCE north 69 degrees 25 minttte.3 °.o seconds west, ai:,ctg an?<1 land, 518.33 frier. to land of F. Akscin; ` TiMICE along said land, end also .jiottg land of TALus, norcit 22 degrees 07 minutes 10 seconds et►9t., 1695.19 feet to the southt rly Bide of North Ha)-view Road, the point or place of SECINNING. SCHEDULE A , 4 BARGAIN AND SALE DEED WITH COVENANTS AGAINST GRANTORS ACTS THIS INDENTURE, made the A."'day�''day of April, nineteen hundred and ninety-eight BETWEEN RUSSELL A. PELLICA.UO and FLORENCE PS1,LICANO, his wife, residing at 9680 North Bayview Ror.d, Southold, New York 11971, party of the first part, and MARTIN BAZATA and NADINE BA'6ATA, his wife, residing at Soo Grove Drive, Southold. New York 11971, party of the second parr., WITMESS017i, that the party of the first part, in consideration of ter, dollars and other valuaLNle CG::5i:lel7atiOn paid by the party of the second part. the does t:er•ehy r)rartr and release unto the party of second part, the heirs or and assigns of the party of the second part forever, ALL that certain plot, niece or pdrCel of land, situate, lying and being at Bayview in the Tawn at SCUtltold, C .unty of Suffolk acid State of New York, known an3 designated as Lot Number I as shown on a certain map entitled. "Map of Pellicano woods", and filed in the office of the Clerk of the County of Suffolk on October 6, 1997 as Nap Number ir0,;n, Being known as and by street number 9562 North Dayview Road, Southold, New York 119"T1-gl01 Tax Map li 10011-88-1-19 Subject to rights of way, cover.altts and restrictions and option agreement of record. TOGETHER with all right, t`_cle and interest, if any, of the party of the first part in and to ally streets and roads abutting the above described premises to the center .lines thereof; TOGETHER With the appurtenances and all the estate and rights of the party of the first part ill and to said premises, TO HAVE AND TO HOLD the premises herein granted unto tl:ej party of the second part, th.: heirs or successors and assigns of Parr forever. tha party of the se-o AND the party of the first part covOnattts that the party of the first parr_ has not ;gone or auffered anything whereby the said premises have been encumbered in ony way whatever. excepl. tts atot•esai d.. I AND the party of ttte first part, in compliance with Section :13 of the Lien Law, covenants that the party of the first part will receive the r.onsiderat.ion Eor this ranveyanc,_ and will ;told the right to receive such consideratloll as at trust fund to be applied first Co" the purposQ of paying th.� cost of the improvement and Will apgly the same First tp th:• p_tylneut of the cast of the improvement before ilsing any Uar ;if the r.oral �f fife �:.a:❑ ?�.l• any ether purpose•. - The word "pans" shall be Construed as iE it read "Parties"whenever the sense of this ind�r,tura so require:;. IN Wl MESS WHEREOF, tlsta party or the first part ha;s :ivly extcuLed this deed the day and year first above wt'itten, IN PRESENCE OF: • RITS9I:L A. ?ELLICA/,YO FLORENC:E PELLICANO Pacifico Engineering PC Engineering Consulting 700 Lakeland Ave, Suite 2B Ph: 631-988-0000 Bohemia, NY 11716 Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineering.com September21, 2012 Town of Southold APPROVED AS NCB 9� D Building Department 54375 Route 25, P.O. Box 1179 DATE B.P. # S� Southold, NY 11971 FEE 5 BY Subject: Solar Energy Installation for NOTIFY BUILDING DEPARTMENT765-1802 8 AM TO 4 PM FOR Tl- Martin and Nadine Bazata Section: 8BFOLLOWING INSPECTIONS: 9562 North Bayview Road Block: 2 1. FOUNDATION-TWO REQUIRED Southold, NY 11971 Lot: 19 FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING. STRAPPING, ELECTRICAL& CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I have reviewed the roofing structure at the subject address. The structure can support the additional weight of the roof mounted system. The units are to be installed in accordance with the manufacturer's installation instructions. I have determined that the installation will meet the requirements of the 2010 NYS Building Code, and ASCE7-05 when installed in accordance with the manufacturer's instructions. Roof Section A mean roof height 29 ft ®CCUPANICY OR roof sifter tch 9 2x1 /12 �U IS UNLAWFUL rafter spacing 16 in OC V ITF10l� 9' CERTIFICATE Reflected roof rafter span 17.2 ft Table R802.5.1(1) max 20.6 ft OF 9�. A The climactic and load information is below: CLIMACTIC AND Ground Wind Live load, point GEOGRAPHIC DESIGN Category Snow Load, Speed,3 pnet30 per pullout Fastener type CRITERIA Pg sec gust, ASCE 7, load,lb mph psf Roof Section A C 20 120 36 737 5/16"dia screw,4-1/2"length Weight Distribution OF NEFy array dead load 3.5 psf ,`tF� �QH PACE_, 0,A load per attachment 71.6 Ib co Ralph Pacifico, PE Z LLJ Professional Engineer ELECTRICAL y(P Ralph Pa e gineer NY 036182 GE04744306 J, GREENLOGIC' ENERGY ELIMINATING THE COST OF ENERGY X FXXXXXX XAXX XXXX XX XX DRAWING NUMBER: Pacifico Engineering PC C c PO box 1448 Sayville,NY 11782 1 O F 6 631-988-0000 uvwsv pacif coengine6, com SURFACE 1 LAYOUT *Always double check measurements NY��o66;8 NJ L_ic524GE04744300 GreenLogic, LLC -Approved 7.194kW Panel Dimension =61.39"x41.18" Layout 22 SunPower 327w Array Length = 370.62" pF 14EVV UniRac Sunframe Array Height - 188.67" �� Q� PAcl��e Martin and Nadine Bazata Azimuth = 1900 9562 N Bayview Road Pitch = 37° Surface Dimensions = 58'8"x24'1" y w Magic# = 62.14" LL, Southold, NY Scale 1/8" = 1.0' ISSUES/SPECIAL INSTRUCTIONS s z PROJECT COMPONENT COUNT Sunpower 327w A) Attachment type and count: 36 Green Fasten Retro-Fit. 2s 060br2 0 Attachment Point F P B) Rail type and count: UniRac SunFrame UniRac SunFrame � ROFESS\ 2x10"Douglas Fir Rafters 16" Ral h Pacifico Professional Engineer Layout Created By: MVP Date: 9-19-12 On Center I NYS Lic#066182 NJ Lic#249E04744300 GGREENLOGIC' ENERGY ELIMINATING THE COST OF ENERGY I I 1 I I I l i i I I I I DRAWING NUMBER: Pacifico Engineering PC PO Box 1448,Sayville,NY 11782 2 OF 6 631=98M000 ,www.pacificoengineerihg.com SURFACERalph Pad , r&esErigineer 1 ATTACHMENT *Always double check measurements NYLc1 06 182 NJ;LicS1onal 24GE04744300 ' GreenLogic, LLC —Approved 7.194kW Panel Dimension =61.39"x41.18" Layout 22 SunPower 327w Array Length = 370.62" �F IgEw YaR UniRac Sunframe Array Height = 188.67" A`' Martin and Nadine Bazata Azimuth = 1900 Surface Dimensions = 58'8"x24'1" 9562 N Bayview Road Pitch = 37' Magic# = 62.14" w Southold, NY Scale 1/8" = 1.0' I _ Z PROJECT COMPONENT COUNT ISSUES/SPECIAL INSTRUCTIONS Sunpower 327w A) Attachment type and count: 35 Green Fasten Retro-Fit. Attachment Point �s� 066'�82 1?�' B) Rail type and count: UniRac SunFrame UniRac SunFrame 4pROFEss�° 2x10"Douglas Fir Rafters 16" Ral h Pacifico Professional Engineer On Center NYS Lic#066182 NJ Lic#249E04744300 Layout Created By: MVP Date: 9-19-12 GREENLOGIC' ENERGY ELIMINATING THE COST OF ENERGY x xx X X X x XXX DRAWING NUMBER: Pacifico Engineering PC 2x5 on SPR3000m Po box8-0 448,Sayville,NY„76 . .g 3 OF 6 631-9800D ww .pacificoen meerin com° SURFACE 1 STRINGING * Ralph Pacifico,Professional Engineer. 2x6 on SPR4000m Always double check measurements NYLic066182 NJ:Lic 24GE04744300- GreenLogic, LLC —Approved 7.194kW Panel Dimension =61.39"x41.18" Layout 22 SunPower 327w Array Length = 370.62" � - PAC/ UniRac Sunframe Array Height = 188.67" ,`� eN PAC/^ �o 'psr Martin and Nadine Bazata Azimuth = 190' Surface Dimensions = 58'8"x24'1" 9562 N Bayview Road Pitch = 370 Magic # = 62.14" ' W Southold, NY Lu Scale 1/8" = 1.0' ISSUES/SPECIAL INSTRUCTIONS M /) Z PROJECT COMPONENT COUNT L Sunpower 327w A) Attachment type and count: Fo o661a2 � Attachment Point ,o B) Rail type and count: UniRac SunFrame UniRac SunFrame %Fe S\O P I2x10"Douglas Fir Rafters 16" PEal Eh Pacifico Professional En ineer On Center NYS Licht066182 NJ Lic#249E04744300 Layout Created By: MVP Date: 9-19-12 3 GREENLOGICO ENERGY ELIMINATING THE COST OF ENERGY Framinq: 2x10 Douglas Fir ridge. 2x10 Douglas Fir rafters spaced 16" on center, spanning 24'1". 2x6 Douglas Fir collar ties spaced 32"on center, 3' down from ridge. 2x10 Douglas Fir ceiling joists spaced 16" on center. 2x4 Douglas Fir exterior wall. %" Plywood Sheathing. DRAWING NUMBER: Pacifica Engineering PC 4 OF 6 PO Boz 1448,Sayville,NY 11782 .631-988-0000 www.pacificoengineenng;com SURFACE 1 FRAMING *Always Pacifico,Professional Engineer Always double check measurements NYLic066182 NJ Lic 24GE04744300 GreenLogic, LLC —Approved Layout 7.194kW Panel Dimension =61.39"x41.18" 22 SunPower 327w Array Length = 370.62" OF NFL, Martin and Nadine Bazata UniRac Sunframe Array Height = 188.67" ,��� Q� Pac,,� y® Azimuth = 1900 Surface Dimensions = 58'8"x24T' CO Q�P� 9562 N Bayview Road >r �✓ o Southold, NY Pitch = 370 Magic# = 62.14" Scale 3/16" = 1.0' r w ISSUES!SPECIAL INSTRUCTIONS �� -- _L cu PROJECT COMPONENT COUNT Sunpower 327w A) Attachment type and count: 0 6i 62 ® Attachment Point \90FESSIO�P�, B) Rail type and count: UniRac SunFrame UniRac SunFrame WO" Douglas Fir Rafters 16" Ralph Pacifico Professional Engineer On Center NYS Lidf 066182 NJ Lic#249E04744300 Layout Created By: MVP Date: 9-19-12 GREENLOGIC® ENERGY ELIMINATING THE COST OF ENERGY JOB MATERIAL LIST Material List Qty_ Rail Material List 4� a Eco-Fasten Green Fasten Flashing 36 Square ;Y ten Green Fasten AluminumBlocks 36� _ i__ 5/16"x4 5"SS Lag Bolts ; 36 5/16"Stainless Steel Washers 36 Y } t t i DRAWING NUMBER: Pacifico Engineering PC ",PO Box 1448,Sayville,NY.11782 5 OF 6 . 631-988-0000 www.pacficoengineering.com MATERIAL LIST *Always double check measurements. . NYLie066;2 'Jf�es24GEo 744300 GreenLogic, LLC—Approved 7.194kW Layout 22 SunPower 327w Panel Dimension = 61.39"x41.18" UniRac Sunframe Array Length = �pF P c� Y0 Marten and Nadine Bazata Azimuth = 1900 Array Height �F%o�'r 9562 N Bayview Road Pitch = 37" Surface Dimensions = co 4�' Southold, NY Scale 3/16" = 1.0' Magic#_ u. 17 PROJECT COMPONENT COUNT SunPower327w A) Attachment type and count: • Attachment Point ��oA 066Aa2 '4 B UniRac Sunframe OFESS\°) Rail type and count: UniRac Sunframe I 2x10" Douglas Fir Rafters 16" On Center Ralph Pacifico Professional Engineer Layout Created By: MVP Date: 9-19-12 NYS Lie#066182 NJ Lie#249E04744300 AGREENLOGIC' ' ENERGY , ELIMINATING THE COST OF ENERGY 2 SMA Inverters located in basement adjacent to main electrical panel. ! I ! I I 18"Service Walkway 7—————————————— XXXXXXXXX XXAXXXXXX I l I a XX Z I 22 SunPower 327w modules. Pacifico Engineering PC DRAWING NUMBER: PO Box 1448,Sayville,NY 11782 6 OF 6 631-988-0000 w,wa.pacificoengineering.cam FAST TRACK PERMIT * Ralph Pacfico;Professional Engineer Always double check measurements NY Lie066182 NJ Lie 24GE04744300 GreenLogic, LLC - 7.194kW Panel Dimension = 61.39"x41.18" Approved Layout 22 SunPower 327w Array Length - ®� MEIN UniRac Sunframe � Y® Martin and Nadine Bazata Azimuth = 190° Array Height = ��� �QH PAclF� 9562 N Ba view Road Surface Dimensions = Y Pitch = 37° Magic Ma # Southold, NY, Scale 1/16" = 1.0' g r�,� w ISSUES!SPECIAL INSTRUCTIONS PROJECT COMPONENT COUNT SunPower 327w A) Number of Roof Layers: 1 �oA 0661a2 P B) Height above Roof Surface: 4 ® Attachment Point 'gOFESS\O� C) Materials Used: Eco-Fasten,Unirac,Sun Power,SMA UniRac Sunframe D) Added Roof Load of PV System: 3.5 PSF 2x10"Douglas Fir Rafters 16" Ralph Pacifico Professional Engineer On Center NYS Lie#066182 NJ Lie#249EG4744300 Layout Created By: MVP Date: 9-19-12