Loading...
HomeMy WebLinkAbout37049-Z �4�SUFf lac Town of Southold Annex 12/20/2012 a P.O.Box 1179 54375 Main Road oy Ir Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36096 Date: 12/20/2012 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 645 August Lane, Greenport, SCTM#: 473889 Sec/Block/Lot: 53.4-44.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/12/2009 pursuant to which Building Permit No. 37049 dated 3/7/2012 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: solar panels on existing one family dwelling as applied for. The certificate is issued to Scott&Maureen Gonzalez (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 10196 4/25/09 PLUMBERS CERTIFICATION DATED trio ' ed Sig ature �SUFF TOWN OF SOUTHOLD BUILDING DEPARTMENT y z 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#: 37049 Date: 3/7/2012 Permission is hereby granted to: SCOTT & MAUREEN GONZALEZ 645 AUGUST LANE GREENPORT, NY 11944 To: INSTALLATION OF SOLAR PANELS TO ROOF OF EXISTING SFD PER MANUFACTURES SPECS AS APPLIED FOR. REPLACES EXPIRED B.P. # 34512 At premises located at: 645 AUGUST LANE SCTM # 473889 Sec/Block/Lot# 53.-4-44.17 Pursuant to application dated 3/12/2009 and approved by the Building Inspector. To expire on 9/312013. Fees: PERMIT RENEWAL $100.00 Total: $100.00 CQUil' Inspector i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT "NO. 34512 Z Date MARCH 18, 2009 -Permission is hereby granted to: SCOTT A GONZALEZ1` l 645 AUGUST LA GREENPORT,NY 11944 for INSTALLATION OF SOLAR PANELS TO ,ROOF OF EXISTING SFD PER MANUFACTURES SPECS AS APPLIED 'FOR. at premises located at 645 AUGUST LA GREENPORT County Tax .Map No. 473889 Section 053 Block 0004 Lot No.. 044 . 017 pursuant to .application dated MARCH 12, 2009 and approved by the Building Inspector to .expire on SEPTEMBER 18, 20'10 . Fee $ 200 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.G � — -- TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 4 TOWN HALL 765-1802 BLDG. DEPT. APPLICATION FOR CERTIFICATE OF OCCt PANCY TOINN OF SOUTHOLD This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50,00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: � � 61,(S7` �yL. � �✓I 0_1_Y* House No. Street H mlet Owner or Owners of Property: Sco-k— f- Suffolk County Tax Map No 1000, Section �j �j Block Lot qV, 7 Subdivision Filed Map. Lot: Permit No. �� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ P Applicant Signature Pacifico Engineering PC Engineering'Consulting 700 Lakeland Ave, Suite 213 � f Ph: 631-988-0000 Bohemia, NY 11716 � Fax: 631-382-8236 www.pacificoengineering.com engineer@pacificoengineermg.com August 29, 2012 Town of Southold Building Department 54375 Route 25, P.O. Box 1179 DEC 2 0 2012 Southold, NY 11971 Subject: Solar Energy Installation for BLDG. DEPT. Scott Gonzalez TOWN OF SOUTHOLD 645 August Ln Greenport, NY 11944 I have reviewed the solar energy system installation at the subject address.The units have been installed in accordance with the manufacturer's installation instructions and the approved construction drawing. I have determined that the installation meets the requirements of the 2010 NYS Building Code, and ASCE7-05. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes applicable at the time of submission, conforms with reasonable standards of practice, with the view to the safeguarding of life, health, property and,public welfare. Regards, Ralph Paclflco, PE Professional Engineer OF N E VV Y co ? O a. W r- W F`Q 066, r4 Ralph=P`fi 6,EPma engineer NY 066182 =NJ=24GE04744306 SOpT�� -- ---- ,F # N � cOUNTI,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '. - I FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING/STRAPPING [ FINAL -S Ly, A"cr [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:,Q ._c,`' 1 z-02__:� r C)X— DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS '`\ FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) C z 0 c ROUGH FRAMING& C PLUMBING \\\ x INSULATION PER N.Y. STATE ENERGY CODE G a� �r G _C -✓ FINAL CT- ADDITIONAL COMMENTS O O TN Z m i � O x E� y x d ro H y 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 4--- TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 ( � Survey SoutholdTown.NorthFork.net PERMIT NO. o� Check Septic Form N.Y.S.D.E.C. Trustees �7 Flood Permit Examined 1 b 2009 Storm-Water Assessment Form I C 4 t• Approved L�� 200C D E f` E W ail to: Disapproved a/c Expiration 4 2A MAR 12 20M ut tD sor d TOWN OF SOUTHOLD APP �Jf I Date J '"'�rirvl 20 dq 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. (Signature of applicant q5Ame,if corporation) (Mailing addred of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Ow4w Name of owner of premises Scd-ffA- Gana ez. t 1%ttree., J Gottzalrz. (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 3-1 q 1 oL -M-C Other Trade's License No. NA15COO CMT' !- P IU-503-37 1. Location of land on which proposed work will be done: l� /5 &qu5t- LQhe— l4Y 119V�k House Number Street Hamlet l/ County Tax Map No. 1000 Section JJ Block Lot Y y /7 Subdivision Filed Map No. Lot s 2. State existing use and occupancy of premises and intend d use and occupancy of proposed construction: a. Existing use and occupancy pr mopq �yti.e b. Intended use and occupancy r^i y j a P, o m t 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work S o CAX— PAN EL -QZS�LL�+—f7 pA/ (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 Rear Depth ii // 10.Date of Purchase Name of Former Owner /l &Al (/GS I n j 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO ex, 13.Will lot be re-graded?YES_NO)ill excess fill be removed from premises?YES_NO 1/V+ 14.Names of Owner of premises Sco ys/3uyU50-lane._PhoneNo. o25y -5�7 Name of Architect Address ' Phone No Name of Contractor Address Phone No. 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 E�tEQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO_ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O V t Sc-o-H Gov-r-a k 7— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is theLt!`' t/ (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. S omxp before me th• k day of � 20_a � ) No PublidNELANIE DOROSKI Signature of icant NOTARY PUBLIC,State of New York No.01 D04634870 Qualified in Suffolk County Commission Expires September 30.2ALO 30/07 '12 MON 12:00 FAX 631 765 6145 ��� SOUTHOLD TOWN CLERK 444 Building De,�,t, , �002 07/30/2012 10:51 FAX 163177,43344 � � 0 nf•y 2-PA1� II�Kd JI1�n�5'.ZII'h�r',�ly'�.�}�pgl�'�li'lll�l���'P'" i �5 ' '41'�I�d oni�'�1i'il�.11l'�•�IUi'f''1 p''��N'ilVi,� 1� 1 ,ip �! (� n I,11 Y� 17••J�'il 1%♦ 1, 'PI 1„ ! 'Qij''i�rP���l•� h� 1 .,1I i 1^�•'' �ilN��.1'i�l�" J/ 1� ��551 �r I ,,.� 1.1 •+,{ � .�•M1:��'��4'�a•,I��'.r�'I1�-.� d�a'�s��r�.�,t^I�I,'t7, T SUFFOLk BUREAU o ' , }� FII: rTP : GALr I N f+ G F U ti ti, n c ,SI' A° 40 NoWngham Drive,Middle Island,NY 11963 ' " C Telephone.631 495 8138 - Fax;631 990 6455 • E-Mail:613EIGSQUmal.com CERTIFICATE T OF ELECTRICAL COMPLIANCE !XW Applicant: y9, GO SOLAR Inc. Certificate No..' X0396 �1,, lip Rough In Inspection pate: ApSt 25,2009 Final Inspection Date: April 25 ,2009 cApplication No.: 10196 Building Permit No. NI'{ r 'e�ti Suffolk County Tax Map Na_: Ti liy Vlnln This Certificate of Electrical Compliance is limited to the Inspection and compllance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final lust inspection date above: vg�, Owner: Scott Gonzn lex A14 Site Location: Gonzalez, 645 AUqust Rd, Greenpart, PAY 11944 �1 owner's Address(if different): R Residential Indoor Basement Ga Shed :1 ❑Cammeroiel v outdoor (�First Floor n Paol ��Hotwb 'r� I New Renovation C�Second Floor Attic Garage CAddliion�•, C]Survey other_ PhoW Voltaic System }t1a,ll INVENTORY rJ}' Single Pmen Meat pupiax Reept c6111ng Fpdum HID Fixtures ' Thms Phase Mot Water GFGI Recpt Y"ll rhaurs Smoke P Main Panel AG Cone Singla Asept Romased Flxium CO demdt ;?r Sup Panel Saki AG 13Lo r Range Rfzpt FlaLIME gnl Punipm Trar�lomter Appllancea Dyer Recpi Emergency Time Clock ' w r l7�rred 3 StirKtheb 'lWI6iLOcic E1IllFlquraa 7VbS ��'�' del ,i GFGI 8MIcar Hdat Pump Elemic Heal Pml Luminarta Exhaust Fan ;`9 Omer F*wpmenc Hasa watt FV zodlem with 52 Kyacem Kp1 ad-135wait modules and 1 Q Kyocera KD1 ac-1®0wat1 modules.IKV*ftro:Fronlw 41DO13IG and Frontua 51001c.2-DC Dlaunnacls, ' �I� 'h•Id ll,,iThe electrical work and/or equipment described above were Inspeded and appear to be in compliance ? with local, state and national electrical code requirements and this office. a114"1+� Applicanr GO SOLAR Prot. License Nem 35972-ME inspected By_ Getty Surdi Date Of Certificate: May 08,2009 Signature: }, �, F•�71;. ,�.t• ,glfn r� [ .l,ti ',d��:•'-�rnr"'ii{'it„ r :y+,. �.9��1,. 7,a;�� '! •�,';r!,:- fi'� •^:• — ;,�".hv lr .a '•n;7f ", ' fn7� , j9l At..� i,�t1'u n1�71+1/��CJ, .w•.`7i� •N w..•:���•o•$1f�kl•.'r!'.. . i4 •il..'�':��� �;J �.� '�'�;� Y��f/}D� FI'� r' �t�j],,,11f�•7�f' ,y/ W 1i�,1 9' pT �( �.Ci•IJ �ti4�� i. I)I jy� n� •�' '�.i1 driMo �:.f 1•_ !I'i'T�. ��.'�f?.�l'11�JYJ'1� MYfll^ A�•,.7nd�•i.{i N�-�•��I.�C'1f.�4 wu M1�1,1��'N II I'I z' �q�gUFFO(,��0 Southold Town Building Department 54375 Main Road Permit#: 34512 C* Southold,New York 11971 Permit Date: 3/18/2009 o IV,,4 (631)765-1802 y?j�l # 01 Expiration Date: 9/18/2010 Parcel M: 53.4-44.17 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 12/22/2011 Applicant: SCOTT& MAUREEN GONZALEZ Location: 645 AUGUST LANE Work Description: SOLAR PANEL INSTALLATION OF SOLAR PANELS TO ROOF OF EXISTING SFD PER MANUFACTURES SPECS AS APPLIED FOR. A FEE OF $100.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: SCOTT& MAUREEN GONZALEZ Address: 645 AUGUST LANE GREENPORT, NY 11944 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. ?316 6? THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department p 'tcoGy P.O.Box 1179 Permit#: 34512 54375 Main Road y Southold,New York 11971 Permit Date: 3/18/2009 �y�►� o�� (631)765-1802 Expiration Date: 9/18/2010 Parcel ID: 53.4-44.17 Dated: 2/27/2012 Applicant: SCOTT&MAUREEN GONZALEZ Location: 645 AUGUST LANE Work Description: SOLAR PANEL INSTALLATION OF SOLAR PANELS TO ROOF OF EXISTING SFD PER MANUFACTURES SPECS AS APPLIED FOR. Owner: SCOTT&MAUREEN GONZALEZ Address: 645 AUGUST LANE GREENPORT,NY 11944 Your BUILDING PERMIT#34512 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of$100.00 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, n. r Michael Verity: Chief Building Inspector Southold Building Department cc: Damon Rallis Zoning Inspector 30/07 '12 MON 11.59 FAX 631 765 6145 SOUTHOLD TOWN CLERK Building Deft. . .. Q 001 07/30/2012 10:51 FAX 16217733344 11L31.1 auLnn urr -aniL, 272 Main Rued Rlvarhead NV 11901 Phone 931-727-22R4 Go Soja� Off Grid, www.goaolw.mm Fax fro: Southold Town Building Depaftent From: Marshall Johnson Ra= 60 Pages:2(including aver) Phone: Date: 7/30/12 Elec Cert for Scott Gonzalez Re: M, X urgent x For Review ❑Please Comment Please Reply O Please Recycle •Ceinnfe�rts: To Roger: You called earlier today regarding our Solar installation for Mr Scott Gonzalez Attached with ft fax you wlli find a odpy of the Cartificale of Electrical Compliance dated V25/200g, Please let me knraw tfthere is anything elso necessary. Thank you, Marshall Johnson This%%imps and any attachments may contain confidential or pdvllegad irfibmiadon and are intended only for the use of the intended Mdpiants of this facilmile.If you are not the intended recipient of this faosirnlle,please notify the sender by FAX or Telephone,and delete this and all=pies of this facsimile and any attachments from your system and or files.Any unauthorized diedosum,use,dIEMbWion,or repraductlon of We fscslmlle or any attachments Ie proWbIted and may be unla KUL pF SO!/ryol Town Hall Annex Telephone(631.)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 N Southold,NY 11971-0959 aQ olycom BUILDING DEPARTMENT TOWN OF SOUTHOLD August 7, 2012 Scott & Maureen Gonzalez 645 August Lane Greenport, NY 11944 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of,Occupancy: "NOTE: An Architect or Engineer is required to Certify the fastening of the panels to the roof to comply with wind load requirements per NYS Building Code ✓Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electric ✓A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4w84) 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. BUILDING PERMIT: 37049 — Solar Panels SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ;4*1 �Q y�4UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 28, 2012 Scott & Maureen Gonzalez 645 August Lane Greenport, NY 11944 �TO WHOM IT MAY CONCERN: "NOTE: An Architect or Engineer is required to certify the fastening of the panels to the roof to comply with wind load requirements per NYS Building Code The Following Items Are Needed To Complete Your Certificate of Occupancy: 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 : 37049 — Solar Panels TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ( h. `j VILLAGE DIST. SUB. _ LOT SGo ff' 1"p,17,� /ez ' t -� . a re�,� ��- I D u AC REMAR S 090 - C On,"t 00e-Lct bWel(; 1)4 TYPE OF BLD. Sdhembrl, Hco ��c .- - 9grL 11q.e9 4 PROP.CLASS,-." (IS+ Cp.: r'tC' 2 LO .. _ 5c�en'? r°d �� 2 / SOD . LAND IMP. TOTAL DATE 71 0 -sb5z2 d=gS r hof tw-b 09 BQ# 31�357 de k a� ►han t bo - ub v 2eOt- 1 Cj 91 z � l5 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH.. MEADOWLAND BULKHEAD HOUSE/LOT TOTAL 7 71" F ... .x,� ,� ■■■ ■■ ■■■■■■■e�■■■■ _ NOON®�'.�!■I®■�'S!■■Bl��l■■■ NOON©©■SI■■'��■■■I■■■■■ Fell MEN MEEZOL NOON■■or■■■■■■■i■■■ _ i■NNEENNEEEEEEE■NONE I •I .� Foundation .. Ext. Walls hteri :r -.. i. •t. s'.tom.•. r A .� ® •�J "•t• - • Finish Fire Place .\ I Awl,r S•E s 9M- e Rooms 2nd Floor J r New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA GO SOLAR INC 272 MAIN RD RIVERHEAD NY 11901 POLICYHOLDER CERTIFICATE HOLDER GO SOLAR INC TOWN OF SOUTHOLD 272 MAIN RD BUILDING DEPARMENT RIVERHEAD NY 11901 TOWN HALL SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 1 1346 970-5 448060 02/09/2008 TO 02/09/2009 1/15/2009 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1346 970-5 UNTIL 02/09/2009, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 02/09/2009 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE DOES NOT APPLY TO BUILDING DEMOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE" DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cerUcertval.asp or by calling(888)875-5790 VALIDATION NUMBER:873349900 U-26.3 01/15/2009 14:09 FAX l�001/002 ACORDrM CERTIFICATE OF LIABILITY INSURANCE DATE DIYVVY) 12/10/21012008 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION LoVullo Associates,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 6450 Transit Rd ALTER THE COVERAGE,AFFORDED BY THE POLICIES BELOW. Depew NY 14043 INSURERS AFFORDING COVERAGE NAIC# INSURED Go Solar,Inc. INSURER A: SCOTTSDALE INSURANCE COMPANY 41297 c/o Gary Minnick INSURER B: SCOTTSDALE INSURANCE COMPANY 41297 272 Main Road Riverhead,NY 11901 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMEDABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICYEFFECTIVE POLICY EXPIRATION LTR NSRD TYPE OF SU A C POLICYNUMBER D E IDD/VY DAT DD/ LIMITS A GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY CPS0934428 10/20/2008 10/20/2009 PREMI ETORENTED PREMISES(Ea occurence) $ 100,000 CLAIMS MADE X I OCCUR MED EXP(Anyone person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 21000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 1 000 OOO X POLICY PRO- LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGELIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION S $ WORKERS COMPENSATION AND WC STATU-LIMITS I OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERWEMBER EXCLUDED? E.L.DISEASE-FA EMPLOYEE $ If esr E6,descbe under SAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ B OTHER Property CPS0934428 10/20/2008 10/20/2009 Business Personal 90,000 Deductible 1,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL TOWN OF SOUTHOLD IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR BUILDING DEPARTMENT TOWN HALL REPRESENTATIVES. SOUTHOLD,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2001/08) 0 ACORD CORPORATION 1988 G— IS M/ 6,1 iS- 1,9 cp F,�-Y� T ffi JU4�1 N I 0 - o sIC'% THE LOCATION OFWELLS,WATER D LINES, SEPTIC TANKS AND CESSPO °o ' �- SHOWN HEREON ARE FIELD OBSERVA- Z TIONS AND OR. DATA OBTAINED FROM OTHERS. tv .� o 447E 37, y, tH.' V" C r rV v " =Z� 3�,o 29' z/, �jo p � I7 IC t .N: i , -61 L,>, MAIP 111D, Q to-1 3 G! Unauthorized alteration or addition to this documentJs a violation of Section 7209 SURVEY OF: ✓0 I of the New York State Education Law: -•-. Certifications Indicated hereon shall run only to the person for whom It Is prepared and an his behalf to the Title Company,Governmental Agency,and Lending Q F I Insfituticn listed hereon,and to the assignees of the lending institutions'of subse- quCopiesers. /�41/l�►�.J4JAAin/�/► ���/ IQ�� Q Copies of this document not bearing the professional's Inked seal or embossed 11� 'n rl••�I•v/ ` / seal shall not considered a valid true copy.(o The offsets(or dimensions)shown hereon from structures to the property lines are for a specific purpose and use and therefore are not Intended to guide the erection of fences,retaining walls,pools,patios,planting areas,addition to buildings or any'other construction, r The existence of right of ways end/or easements of record,if any,not shown are /) / not guaranteed. EY DATE: S124 jqq SCALE: CERTIFIED ONLY TO: y�DEST N 0. DESTIN G. GRAF �(o-Tr /t. &047A-U5 AJP AWrZa6,1l &047A Es L(}I GA bb Ti-rI,--' :QA Sv Ai,1 Gt: r!onn apt r r- ' LAND SURVEYOR Tfl By C SE I 73 WOODLAWN ROAD DESTIN G.GRAF N.Y.S.LIC No.50067 ROCKY POINT,NEW YORK 11778 TAX I.D.No. 1 oco ✓J2 f � !', PHONE(516)821.3442 THE STANDARD IN PV MOUNTING STRUCTURES"' O FMME jv) +1. I Add Aesthetics to the Benefits of PV Power With your array in -. full view, it has to look great. = ' SunFrame delivers the visual appeal you and your neighbors expect. Properly installed, SunFrame complies with the Uniform and California Building Codes. It also meets UniRac's own high standard of installation friendliness, both initially and whenever modules need replacement. But it is aesthetics that truly sets SunFrame apart. It's the only PV module mounting system designed from the outset to enhance the appearance of the home. A completed installation blends handsomely into the roof, becoming as natural a part of the house as a skylight. SUN am, 6MA PV NODULE FRAMING AND MOUNTING SYSTEM FOR PITCHED ROOFS ©Splices safely extend rails. O Aluminum or Steel Standoffs (optional) in a range of heights sup a port L-feet above tile or shake roofs. l,. UniRac offers appropriate flashings. Clear or dark finishes on all visible above-roof components, from L-feet r to screw heads, match the frames of your PV modules. Component Specifications Rails, cap strips, two-piece standoffs, splices, and L-feet: 6105 T5 aluminum extrusion. End caps: UV resistant plastic. One-piece standoffs: Service Module Compatibility Components Condition 4 (very severe) zinc-plated Use SunFrame with PV modules 0 Inter-Module Rails support welded steel. from these major manufacturers: modules as little as 2.125 inches Fasteners: 304 stainless steel. BP Solar,GE Energy, Isofoton, Kyocera, above the roof. Mitsubishi,Photowatt,RWE Schott, 0 Full Length Cap Strips secure www.unirac.com Sanyo, Sharp. modules and finish the array topside Call UniRac or your PV dealer for forming a gap-free frame. Self- See our ion:Sun p me page for complete ti manufacturers not listed. tapping screws at 16-inch intervals information: pricing, installation provide the holding power. instructions appropriate to your build- ing code,and minimum requirements Code Compliance ©Push-Fit End Caps neatly finish for the number and type of modules the rail ends. you plan to mount. SunFrame is designed to comply with 0 L-Feet attach directly to asphalt the Uniform and California building codes when installed according to shingle roofs and support the rails SunFrame installation instructions. one-half to three-quarters of an inch Call UniRac concerning status of above the roof surface to provide International Building Code compliance. convective ventilation. THE STANDARD . UniRac, Inc. 3201 University Boulevard SE,Suite 110 505.242.6411 Pub 050206.1ds • February 2005 info@unirac.com Albuquerque NM 87106-5635 USA 505.242.6412 Fax ©2005 UniRac,Inc.All rights reserved. 10 year limited Product Warranty,5 year limited Finish Warranty UniRac,Inc.,warrants to the original purchaser("Putchaser'l of practices specified by AAMA 609&610-02—"Cleaning and the use of the Product by Purchaser under any circumstances. product(s)that it manufactures('Product'D at the original instal- Maintenance for Architecturally Finished Aluminum" If within the specified Warranty periods the Product shall be lation site that the Product shall be free from defects in material (wwwaamanet.org)are not followed by Purchaser.This Warranty reasonably proven to be defective,then UniRac shall repair or and workmanship for a period of ten(10)years,except for the does not cover damage to the Product that occurs during its replace the defective Product,or any part thereof,in Unillac's sole anodized finish,which finish shall be free from visible peeling,or shipment,storage,or installation. discretion.Such repair or replacement shall completely satisfy cracking or chalking under normal atmospheric conditions for a This Warranty shall be VOID if installation of the Product is not and discharge all of UniRac's liability with respect to this limited period of five(5)years,from the earlier of 1)the date the instal- performed in accordance with UniRac's written installation Warranty.Under no circumstances shall UniRac be liable for lation of the Product is completed,or 2)30 days after the purchase instructions,or if the Product has been modified,repaired,or special, indirect or consequential damages arising out of or of the Product by the original Purchaser("Finish Warranty"). reworked in a manner not previously authorized by UniRac IN related to use by Purchaser of the Product. The Finish Warranty does not apply to any foreign residue WRITING,or if the Product is installed in an environment for Manufacturers of related items,such as PV modules and fleshings, deposited on the finish.All installations in corrosive atmospheric which it was not designed.UniRac shall not be liable for may provide written warranties of their own.UniRac's limited conditions are excluded.The Finish Warranty is VOID if the consequential,contingent or incidental damages arising out of Warranty covers only its Product,and not any related items. A HIM THE STANDARD IN PV MOUNTING STRUCTURES TM I kb UV Planning and Assembly for Threaded Slot Rail Installation Manual 808.1 a Contents Scope and installer responsibility . . . . . . . . . . . . . . . . 2 Using Standoffs with L-foot adjusting sliders . . . . . . . . 11 SunFrame components . . . . . . . . . . . . . . . . . . . . . . 3 Footing and splicing requirements. . . . . . . . . . . . . . . 11 Installer supplied materials. . . . . . . . . . . . . . . . . . . . 3 Material planning for rails and cap strips . . . . . . . . . . 13 Planning your SunFrame installation. . . . . . . . . . . . . . 4 Frequently asked questions Installing the array 9 about standoffs and roof variations . . . . . . . . . . . . . . 16 ©2006 by UniRac,Inc.All rights reserved. r June 2006 UniRac welcomes input concerning the accuracy and user-friendliness of this publication.Please write to publications@unirac.com. r VNARAC® Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail Scope and installer responsibility Please review this manual thoroughly before installing SunFrame Systems using threaded slot rails. The installer is solely responsible for • Complying with all applicable local or national building codes, including any that may super- cede this manual; • Ensuring that UniRac and other products are appropriate for the particular installations and are designed for the installation environment; • Ensuring that the roof,its rafters, connections, and other structural support members can sup- Figure 1.SunFrame threaded slot rai4 cross section,actual size. port the array under live load conditions; • Ensuring that lag screws have adequate pull- out strength and shear capacities; • Maintaining the waterproof integrity of the roof, including selection of appropriate flash- ing; and • Ensuring safe installation of all electrical as- pects of the PV array. Pape 2 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail UmIRAy © ! © Figure 2.SunFrame components. r ; p p JC��1 � Ul it y 0 3 0 Illii'lJIC ; C(O �� •'� A""""�� O SunFrame® components 1. Rail—Supports PV modules.Use one per row of modules 11. 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- 2. Cap strip—Secures PV modules to rails and neatly ules between rails.Includes 3/8"x 11/a' bolt with flange nut for attaching L-foot or standoff shaft,and two /�" 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 12. Flattop standoff(optional)—Use if L-foot cannot be module frame. secured directly to rafter(with tile or shake roofs,for 3. Cap strip screw(1/4-20,Type F thread cutting)—Use to example).Sized to minimize roof to rail spacing.Use one secure each cap strip(and PV modules)to rail,one per per L-foot.extrusion.Includes TWo-piece(pi/4"bolt with lock washer for 6105-T5 aluminum predrilled hole.Use an additional end screw wherever a attaching L-foot,and two 5/�"x 3'/s"lag bolts.One-piece: predrilled hole does not fall within 4 inches of the end of Service Condition 4(very severe)zinc-plated welded any cap strip segment.18 8 stainless steel,clear or dark steel.Includes 3A'x 11/a'bolt with lock washer for attach- ing L-foot.Flashings: Use one per standoff.UniRac offers 4. Rail splice—Joins rail sections into single length of rail. appropriate flashings for both standoff types. It can form either a rigid or thermal expansion joint.8 Stainless steel hardware can seize up,a process called inches long,predrilled.6105-T5 aluminum extrusion,an- galling.To significantly reduce its likelihood,(1)apply A odized(clear or dark bronze)to match PV module frame. lubricant to bolts,preferably an anti-seize lubricant, 5. Self-drilling screw(No.10 x 3/4')—Use 4 per rigid splice available at auto parts stores,(2)shade hardware prior to or 2 per expansion joint.Galvanized steel. installation,and(3)avoid spinning on nuts at high speed. See Installation Supplement 910,Galling and Its Prevention, 6. End caps—Use one to neatly close each rail end.UV at www.unirac.com. resistant black plastic. 7. Truss-head sheet metal screw(No.8 x s/8")—Use 2 per Installer supplied materials end cap to secure end cap to rail.18-8 stainless steel;with black oxide coating to match end caps. Lag screw for L-foot—Attaches L-foot or standoff to rafter.Determine length and diameter based on pull-out 8. L-foot—Use to secure rails either through roofing mate- values in Table 3(page 8).If lag screw head is exposed to rial to rafters,to L-foot adjusting sliders,or to standoffs. elements,use stainless steel.Under flashings,zinc plated Use no less than one L-foot per 4 feet of rail.6105-T5 hardware is adequate.Note:Lag screws are provided with aluminum extrusion,anodized(clear or dark bronze)to L foot adjusting sliders and standoffs. match PV module frame. Waterproof roofing sealant—Use a sealant appropriate 9. L-foot bolt(3/8"x 11/4')—Use one per L-foot to secure to your roofing material. rail to L-foot.304 stainless steel. Clamps for standing seam metal roof—See"Frequently 10. Flange nut(3/s')—Use one per L-foot bolt.304 stainless Asked Questions..."(p.16). steel.Required torque:30 to 35 foot-pounds. P.v 3 r VNIMC' Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail Planning your SunFrame® installations When installing SunFrame threaded rail installations,note the unobstructed facing large bodies of water over 1 mile following: (1.61 km)in width relative to any quadrant of the build- • This bulletin addresses only wind loads.Wind gener- ing site.Exposure D extends inland from the shoreline 1/4 ally produces the maximum load factor affecting an mile(0.40 km)or 10 times the building height,which- installation.However,verify that other local condi- ever is greater. tions,such as snow loads and earthquake effects,do The International Building Codet defines wind exposure cat- not exceed the wind loads.If any loading type does egories as follows: exceed wind loads,give precedence to that factor and ExposuRE E. Urban and suburban areas,wooded areas consult a local professional engineer or your local or other terrain with numerous closely spaced obstruc- building authority. tions having the size of single-family dwellings or larger. • The roof on which the SunFrame will be installed Exposure B shall be assumed unless the site meets the must be capable of withstanding the design dead load definition of another type of exposure. and design live load per footing,listed in Table 2 on ExposuRE c. Open terrain with scattered obstructions, pages 7-8. including surface undulations or other irregularities, 1. Determine basic wind speed at your installation site. having heights generally less than 30 feet(9144 tutu) For the United States,The Uniform Building Code(1997)sup- extending more than 1,500 feet(457.2 m)from the plies wind speeds in its chart,"Minimum Basic Wind Speeds building site in any quadrant.This exposure shall also in Miles per Hour,"reproduced on page 5 on this manual.The apply to any building located within Exposure B—type International Building Code(2003)includes a similar chart, terrain where the building is directly adjacent to open also reproduced on page 5. areas of Exposure C—type terrain in any quadrant for a distance of more than 600 feet(182.9 m).This category If you need clarifications or further assistance or if your instal- includes flat open country,grasslands and shorelines in lation is outside the United States,consult a local professional hurricane-prone regions. engineer or your local building authority. ExposuRE D.Flat,unobstructed areas exposed to wind 2. Determine exposure category of your installation site. flowing over open water(excluding shorelines in hurri- The Uniform Building Code* defines wind exposure categories cane-prone regions)for a distance of at least 1 mile(1.61 as follows: km).Shoreline in Exposure D include inland waterways, the Great Lakes and costal areas of California,Oregon, ExposuRE E has terrain with buildings,forests or Washington and Alaska.This exposure shall apply only surface irregularities,covering at least 20 percent of the to those buildings and other structures exposed to the ground level area extending 1 mile(1.61 km)or more wind coming from over the water.Exposure D extends from the site. inland from the shoreline a distance of 1,500 feet(460 ExposuRE c has terrain that is flat and generally open m)or 10 times the height of the building or structure, extending 1/2 mile(0.81 km)or more from the site in any whichever is greater. quadrant. EXPOSURE D represents the most severe exposure in Uniform Building Code 1997,Vol_2,Structural Engineering Design provisions,chap.16,div.III,Wind Design,p.7.The 2001 areas with basic wind speeds of 80 miles per hour(mph) California Building Code uses the same definitions. (129 km/h)or greater and has terrain that is flat and t International Building Code 2003,chap.16,"Structural De- sign,"p.290. Page 4 �02 peck 5 hig SIMMONS �t OR 2M14 WMIP NO Nis .. Mil 3,111 fit'■ �1tr' saw --�����r�!%.'.��`��4�♦:': !`�%�,.•r' �'?�!� � ` a. irb•Z••�r'•1■ r� • ■'Aar■ � .�rtt�Q � � ' 1� �� _T ' •�` 1�.1��"iiitr l■t.Q►•■�rii/ •rOr. r '.`�r r_'j� (�y� � r•i1C� �*■��■� �_\�ri■�l'�iC'ui'iiPrrimli •i�iirl �w•r�r�•7<yE;rz i ��R �1 ; �.■ 1i ■�n 1■� •tom•�J �•.i I•11��•�I:,.:j�•. of ` 1•.,, .� rrF ��r �■r `rrrrr■. r. ►11/■■.��.i� tr�.r !Il•1�1 /SMJ�;f1j r � ■�� o�•r\� •� nt.r*�•�11�•Prr•+■.it�•:1 Jb i��p��;�N ♦R�j��'i,;,i ' .�~•\ ,,��r �����lwr�•ii■�''i'+Ja•�lrli�i•% I��►�l��i/r11s��,�,'��� ``�^�,: � �', �!•}7 ���a■ mama■ Js:►'�rJ•/ /r i4R•::Jn iD::J::�•�.r�.y1�iQC �.:�rf i.,, �Rt grit■.■ ■I■ ■ ■ mr= r■2 f -'■moo .• ♦:.t� `T ti►Il-. t � �-.r ',1, -r■ � _■ ►.Ilr ray • ,Yam• •`•� • ' ^i� �l��,i�..Cl -rJ■1 1. ��.r:�y�,fl•--=r Z.Ii�'j�G'� �:V�'�'!1jy•�=•�1 •i �a0 ■rrr�■li■U. ..\� �1 1•.'.,�•r� •i' ice- ..g1•..r.i,. 'so. k �� ■■■ �,•'alrt \I■-�.-1'=i1r��i•�•�t1� P� i:�►/����wr%.� , �bf. -low �rl1� t' f• y � man sib �O■ �I■L r+r11/f>tr�w(r �ils!i i�i�iM• ��i�.i.► .i�i���i -i -mango. • :► ,r p i�•1''1�■. �...,••: •► Q•, . �■IMON ►�.rr'wht �r!a� if,rrgo :i•�. fit ••1.•,i br 1 MsenseF,•a' 1i�1. ♦.. '� aG r,1•• r ■V�S+Ugi.::.fir,,. . '�,r.�:,•r;,�,��;,.�_s....,��r/j 1. `\�11`j� � . I .I• 7. ��1 rr� VNIMCO Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 3.Determine the design wind pressure required for your Table 1.Design wind pressure (psf by wind speed installation. and exposure category Design wind pressure is the amount of wind pressure that a structure is designed to withstand,expressed here in pounds Basic wind speed(mph) per square foot(psf).To determine the design wind pressure 70 80 90 100 110 120 130 required for your installation,apply the following factors using C Table 1: Category B 15'roof height 10 13 17 21 25 30 35 • your basic wind speed(determined in step 1), 20'roof height 11 14 18 22 27 32 38 • your exposure category(determined in step 2),and 25'roof height 12 15 19 24 29 35 41 30'roof height 12 16 21 25 31 36 43 • the height of your roof above the ground. Category C If your values fall outside the range of the table,or if your 15'roof height 17 23 29 35 43 51 60 design wind pressure exceeds 50 psf,consult UniRac,a profes- 20'roof height 19 24 31 38 46 54 64 sional engineer,or your local building authority. 25'roof height 19 25 32 40 48 57 67 30'roof height 20 26 33 41 50 59 69 Category D Q Module manufacturers provide wind pressure rating for 15'roof height 23 30 38 46 56 67 78 ' their modules.Confirm that they meet or exceed the 20'roof height 24 31 39 48 58 70 82 wind speed rating for your installation.If in doubt, 30'roof height 25 32 41 50 60 72 84 'roof height 25 33 42 51 62 74 87 contact the module manufacturer. 30 Source:These design wind pressure(P)values are based on the formula P=Ce*Cq*qs*Iw(UBC 1997,VoL 2,Structural Engineering Design Provi- sions,Chapter 16,Div.111,Wind Design,p.7).Assumptions:Iw= 1 and Cq= 1.3. SunFrame 4.Determine minimum design dead and live loads for foot spacing standard rafter spacing. Footing spacing refers to the space between L-feet(or stand- offs,if used)along the same SunFrame rail(Fig.5).Footing Overhang spacing may not exceed 48 inches.For the rafter spacing at your installation,consult Table 2 to determine your minimum design live loads and design dead loads per footing.Locate the manufacturer and model of the PV module that you plan to install and the rafter spacing at your installation site. Read or interpolate live loads for the design wind pressure you determined in Step 3.For assistance on this point,consult a local professional engineer. Verify that roof framing members have adequate A capacity to support these design loads.If they do not Figure 5.Foot spacing and overhang defined. try a closer footing spacing.If the result is still not accept- able,relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. S.Verify acceptable rail end overhang. Rail overhang(Fig.5)must not exceed 50 percent of footing spacing.For example,if footing spacing is 48 inches,the rail overhang cannot be more than 24 inches.In this case,two footings can support a rail as long as 96 inches(48 inches between the footings and 24 inches of overhang at each end). Page 6 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail UMBRA O Table 2.SunFrame Loads (pounds per footing) at Standard Rafter Spacings Your design point loads(capacity per footing)must be at or than 50 pounds per square foot,contact UniRac.In general,the above the loads listed here.The installer is solely responsible for minimum design live load equals the footing spacing(in feet)times verifying that the roof can withstand these design point loads. the rail spacing(in feet)times the design wind presure from For specifications based on design wind pressure values greater Table 1. Minimum design live load Minimum design live load Minimum as a function of Minimum as a function of design design wind pressure design design wind pressure dead dead load 20 psf 30 psf 40 psf 50 psf load 20 psf 30 psf 40 psf 50 psf BP Solar BP312S Mitsubishi MF I I OEC3,MF 120EC3 Rafter/footing spacing. 24" 29 276 375 474 573 Rafter/footing spacing.24" 30 265 359 452 546 32" 39 392 524 656 788 32" 40 378 502 627 752 48" 59 661 NA NA NA 48" 60 639 NA NA NA BP Solar BP3150,-3160; -4175;BPSX 160,-170 Mitsubishi MF 125A2LF,MF 130EA21LF Rafter/footing spacing 24" 31 289 394 498 603 Rafter/footing spacing. 24" 28 239 321 403 484 32" 41 410 549 689 NA 32- 37 343 452 561 670 48" 61 687 NA NA NA 48" 55 586 750 NA NA Evergreen EC 102,EC 110,EC 115 Mitsubishi MF 160B3,-I65B3,4 70E83 Rafter/footing spacing: 24" 30 288 392 496 600 Rafter/footing spacing: 24" 31 288 391 495 599 32" 41 408 546 685 NA 32" 42 408 546 684 NA 48- 61 684 NA NA NA 48" 63 684 NA NA NA GE Energy GEPV I OOM,-1 I OM Photowatt PW 1650 Rafter/footing spacing: 24" 30 272 369 466 563 Rafter/footing spacing: 24" 29 239 320 401 482 32" 40 387 516 645 774 32" 39 343 451 559 667 48" 59 653 NA NA NA 48" S8 586 749 NA NA GE Energy GEPV 173M Sanyo HIP-I BOBA3,-185BA3,-190BA3,-196BA3,-200BA3 Rafter/footing spacing: 24" 30 272 369 466 563 Rafter/footing spacing: 24" 27 248 335 421 508 32" 40 387 516 645 775 32" 36 355 470 586 701 48- 60 653 NA NA NA 48" 55 605 778 NA NA Isofoton 1-100 Schott Solar ASE285,ASE300,ASE3IS Rafter/footing spacing: 24" 30 250 336 422 508 Rafter/footing spacing:24- 58 356 480 604 728 32" 40 357 472 586 701 32- 77 499 664 NA NA 48" 60 608 780 NA NA 48" NOT APPLICABLE Isofoton I-I SOS Sharp ND-072ERU/LU(72W nonrectagular Rafter/footing spacing: 24" 30 250 336 422 508 end module),and ND-N2ECU(142W) 32" 40 357 472 586 701 Rafter/footing spacing: 24" 24 224 300 377 453 48" 60 608 780 NA NA 32" 32 322 424 526 628 Kyocera KC 130GT 48" 47 556 709 NA NA Rafter/footing spacing: 24" 31 266 360 453 547 Sharp ND-UEJEA(123W),ND-LSE I U(125W) 32" 41 379 504 629 753 Rafter/footing spacing: 24" 34 279 378 476 575 48" 62 641 NA NA NA 32" 45 397 528 659 790 Kyocera KC 170GT 48" 68 667 NA NA NA Rafter/footing spacing: 24" 28 245 330 415 499 Sharp ND-162U1,ND-167U3A 32" 38 351 464 577 690 Rafter/footing spacing: 24" 29 250 336 423 509 48" 56 599 768 NA NA 32" 38 357 472 588 703 Kyocera KC20OGT 48- 57 608 781 NA NA Raker/footing spacing. 24" 31 266 360 453 547 Sharp NE-170U1 32" 41 379 504 628 753 Rafter/footing spacing: 24" 33 289 392 495 599 48" 62 641 NA NA NA 32" 44 409 547 685 NA 48" 66 686 NA NA NA Sharp ND-2000 1,ND-20BU I Rafter/footing spacing: 24" 33 298 406 513 621 32" 45 421 565 709 NA 48" 67 704 NA NA NA Shell 165P,-PC,175P,-PC Rafter/footing spacing: 24" 35 297 404 510 617 32" 47 420 562 704 NA 48" 70 703 NA NA NA Continued on page 8 N4=not applicable.Never allow total load(live load plus dead load)to exceed 800 pounds per footing. Page 7 VNMAC® Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail Table 2 (continued from p.7).SunFrame Loads (pounds per footing) at Standard Rafter Spacings Your design point loads(capacity per footing)must be at or than 50 pounds per square foot,contact UniRac.In general,the above the loads listed here.The installer is solely responsible for minimum design live load equals the footing spacing(in feet)times verifying that the roof can withstand these design point loads. the rail spacing(in feet)times the design wind presure from For specifications based on design wind pressure values greater Table I. Minimum design live load Minimum design live load Minimum as a function of Minimum as o function of design design wind pressure design design wind pressure dead dead load 20 psf 30 psf 40 psf 50 psf load 20 psf 30 psf 40 psf 50 psf SunPower SPR200,SPR210 UniSolar ES62T Rafter/footing spacing: 24- 32 286 388 490 593 Rafter/footing spacing: 24" 15 228 310 393 475 32- 43 405 542 678 NA 32" 20 328 438 548 658 48" 64 680 NA NA NA 48" 30 564 729 NA NA SunWize SW 115,SW 120 UniSolar US64 Rafter/footing spacing: 24" 30 269 363 458 553 Rafter/footing spacing: 24" 23 250 340 429 519 32- 40 382 509 635 762 32" 30 358 477 597 716 48- 61 646 NA NA NA 48" 45 609 788 NA NA SunWize SW 155L,SW 165L YingliYL80,YL85 Rafter/footing spacing: 24" 30 301 412 523 634 Rafter/footing spacing: 24" 26 227 304 381 458 32- 40 425 573 721 NA 32" 35 327 430 532 635 48" 60 710 NA NA NA 48- 52 563 717 NA NA NA=not applicable.Never allow total load(live load plus dead load)to exceed 800 pounds per footing. 6.Ensure that live loads do not exceed pull-out limits. Table 3.Lag screw design pull-out values (pounds per Based on the characteristics of your roof truss lumber and the embedded I"thread depth) in typical roof truss lumber lag screws,consult Table 3 to determine the lag pull-out value Specific Lag screw per 1-inch thread depth.Compare that value to the minimum design live load per footing determined in step 4.Based on gravity S i 6 3ia" these values,determine the length of the lag-screw thread Douglas Fir—Larch 0.50 266 304 depth you require to resist the design live load.The lag pull- out value per footing must be greater than the footing design Douglas Fir—South 0.46 235 269 live load. Engelmann Spruce,Lodgepole If your SunFrame rails require splices,see also"Footing and Pine(MSR 1650 f &higher) 0.46 235 269 splicing requirements"(p.11),before beginning your installa- Hem—Fir 0.43 212 243 tion. Hem—Fir(North) 0.46 235 269 Thread If your SunFrame requires standoffs,always use at least two Southern Pine 0.55 307 352 depth lag screws to secure each standoff to the structural member. Spruce,Pine,Fir 0.42 205 235 Bolt the L-foot to the standoff through the slot nearest the bend in the L-foot. Spruce,Pine,Fir (E of 2 million psi and higher grades of MSR and MEL) 0.50 266 304 Sources: Uniform Building Code 1997,American Wood Council. Notes: (1)Thread must be embedded in a rafter or other structural roof member. (2)Pull-out values incorporate a 1.6 safety factor recommended by the American Wood Council.(3)See Uniform Building Code for required edge distances. Page 8 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail UMBRAC® 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 Aalone,which leaves both the array and roof susceptible to severe damage. For array widths or lengths greater than 32 feet,contact UniRac concerning thermal expansion issues. Sample layout,illustrated in Figure 4 1'/2"at each end of array 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) 3/4"space between module rows +11/2"(3/4"between-module rail width x 2 rails) =1841/2' 1.Laying out the installation area Array Always install SunFrame rails perpendicular to rafters.(These length Module Railslength(see instructions assume typical rafters that run from the gutter to 3/4" caption) the peak of the roof.If this is not the case,contact UniRac.) Rails are typically mounted horizontally(parallel to the lower edge of the roof),and must be mounted within 10 degrees of t horizontal. Leave adequate room to move safely around the array during Modul �— 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 9 VNBRAC® Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 2.Installing the lowest row of L-feet and rail v In the lowest row,it is not necessary to use L-foot adjusting 4iwy� i° sliders,even if you plan to use them in subsequent rows.Install L-feet directly onto low profile roofing material such as asphalt ow 4/0 shingles or sheet metal. (For high profile roofs,such as tile �wd1 way ry�ati or shake,use optional standoffs with flashing to raise L-feet. yy L-feet must be flush with or above the highest point of the roof �►," � y;"�' ,�h'" surface.) Al `W a L-feet can be placed with the double-slotted side against the roof surface(as in Fig.7)or with the single-slotted side against the roof(which increases air circulation beneath modules). low Module-to-roof dimensions are listed on page 15 for both ar- rangements. +' L feet AIfyou are using Lfoot adjusting sliders,you must use the short side of the the L foot against the roof in the Lag first row.See Figure 9 below. screw / If you are using both L foot adjusting sliders and standoffs, 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�,- 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 rafter at each L-foot lag screw hole location.Apply weatherproof sealant into the hole and onto shafts of the lag Roof peak 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 to keep rail slots free 8 of roofing grit or other _ Utility slot for ia" 1 debris.If your instal- hexhead bolt Slot for 3�8" lation requires splices, Figure t 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 cap strips,"p.13).Slide the 3/8-inch mounting bolts into the footing slots. If more than one splice is used on a rail,slide L foot bolt(s)into the footing j slot(s)of the interior rail segment(s)before splicing. Loosely attach the rails to the L-feet with the flange nuts.Ensure that rails are oriented with respect to the L-feet as shown in Figure 9.Align the ends of the rail to the edge of the installation area. Ensure that the rail is straight and parallel to the edge of the roof.Securely tighten the lag screws. " 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. 10 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail VNBRAV 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. LIA 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 a , 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 permissable,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) Rail sections longer than half the footing spacing re is determined by wind loading(see pp.5-8,especially 7. 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 ;I A is 32 inches,Overhang B should not exceed 16 inches. I 1 Stringer I� Ak Rail Modules should always befully supported byrails.In otherwords,modules should never overhang rails.This is especially critical when supporting theshort side of a non-rectangular module.When a rail supports a pair of non- rectangular modules by themselves(right),it must be supported by at least two L feet.The rail should be at least 14 and no more than 24 inches long which will likely require a stringer between rafters to ensure proper footings. Non-rectangular modules Page 11 VNIRAC" Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 3.Laying out and installing the next row of L-feet With L-feet only:Position the second row of L-feet in accor- dance with Figure 10.Ensure that you measure between the lower bolt hole centers of each row of L-feet.Install the second Module row of L-feet in the same manner and orientation as the first (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 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 of Figure 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 A Align slider 1 A center hole to chalk line R\ Lowest row of L-feet �► `Align slider (no footing sliders) A 3�/a center hole to chalk line A+3/4" A+ 1 3/ 6" A+2 t/a" 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 rails 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,securely tighten the rail mounting bolts to between Module 30 and 35 foot-pounds. Lay one module in place at one end of the rails,and snug the upper rail(Fig.12)toward the lower rail,leaving no gap between the ends of the modules and either rail.(If pan-head _ screw heads represent the true end of the modules,be sure the screw heads touch the rails on both ends.)Securely tighten Lag screw the lag screw on that end.Slide the module down the rails, Lag screw (half turn loose) j (tight) snugging the rails and tightening the remaining lag screws as you go. With L-foot adjusting sliders:Install rails on first and second Figure 12.Position and secure top rail. rows of L-feet.Verify spacing by placing a module onto the rails at several points along the row.Adjust L-foot positions as needed. S.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 12 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail VNIRAV 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 asthetic problems,particularly those caused by spliced from 192-inch sections of rail and cap strip.The very short lengths of rail or cap strip.This example illustrates example illustrates one means of doing so,without violating one approach. structural requirements or aesthetic goals. Stuctural requirements for rails are detailed in"Footing Rail segments come from five 192-inch lengths,lettered A and splicing requirements"(p.11).Structurally,cap strips thru E.Rail A,for example,is cut into two 96-inch segments, require: with one segment spliced into each of the first two rails. • A screw in every prepunched hole(which occur Similarly,five 192-inch cap strips are designated V through every 8 inches,beginning 4 inches from the ends of Z. the rails). All cap strip segments are cut at the midpoint between • One screw 4 inches or less from the each end prepunched screw holes.For each rail,start with the cap of every rail segment.Wherever there is no strip segment that crosses the array center line,and position prepunched hole within 4 inches of an end of a over the center line so that the appropriate holes are spaced segment,drill a 1/4-inch hole 2 inches from the end equally on either side. of the segment and install a cap strip screw.(In Position each cap strip onto its rail and mark its trim point. most cases,you can avoid this situation with good Remove and trim before final mounting. material planning.) 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 and achieves two specific aesthetic goals: rafter.This prevents rail splices BD(3rd rail)and CE • Cap strip screws must align across the rails. (4th rail)from falling too close to the center of the spans between footings(Requirement 3,p. 11).Because foot- • End screws must be equidistant from both sides of ings are not visible from ground level,there is negligible the array. aesthetic loss. The example assumes an array of three rows,each holding five modules 41 inches wide.Thus,four 205-inch rail Array center line Trim line(array edge): Trim line(array edgel�l • 1st cap strip C 83" ;; ;; ;; E 12Z' ;; 4th rail „ 1 1, „ „ •;; •W 1 12" •;, •,; •;; X 96" •;; 2nd cap strip ii B 83" ii ii ii D 12Z' ii 3rd rail l i i i i i it i i •V 80" ;; ." •;; Y 128" J 1 3rd cap strip A 96" ;; ;; ;, '. C 109" ;; 2nd rail 1 .W 80" • .•.. i i i Z 128" i 4th cap strip A 96" B 109" 1st rail Usable remainder:D,79%E,70",Y,64";Z,64" Page 13 VNMAC® Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 6.Securing the first module Gather sufficient lengths of cap strip Cap strip screws Permissable overhang: to cover the length of the first rail.For l l 1/3 module width maximum visual appeal and material conservation see"Material planning for rails and cap strips"(p.13). Slide the first module into final position at one end of the array.Lay the remaining modules in the top row,leaving a gap about a foot wide between the first and second modules(Fig.13). _ The temporary gap allows the installer to place one of his feet between modules.He can access the section of the cap strip he \ needs to secure while leaning toward the Do not install second peak of the roof.For the time being,the cap strip until lower last module may overhang the rail by up \ modules are placed to one third its width. Attach the end of the cap strip with "Stepping gap the cap strip screws (Fig.13,inset),so Figure 13.Begin cap strip installation. that the upper end of the first module is secure. QThe structural integrity of your array requires that cap strip screws fully engage the threaded rail.Use the cap strip screws supplied with your cap strips.Any substitute 2.Ins all screws screws must be 114-20 Type F thread cutting(18-8 stainless steel)and the correct length.See Table 4(pg.15)to match \ screw length to the size cap strip in your installation. , Every cap strip segment must have a cap strip screw 4 to-pin p9 9aP inches or less from each end.If the nearest predrilled hole 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. QWherever it is necessary to make a new cap strip hole, ' drill a 1/4-inch hole before installing the cap strip screw. 7.Installing the remaining modules in the top row Slide the next module into final position and install the screws to secure it(Fig.14).For a neat installation,use cable ties to Slide and \, attach excess wiring to the rail beneath the flanges.Unillac's secure one` cable ties can be attached to the SunFrame rail by drilling a cured by one 1/4-inch hole in the rail and pushing the end of the tie into the S 1 st module' hole. Continue the process until all modules in the top row are in Stepping gap final place and secured from the top.When complete,every prepunched hole in the cap strip will be secured by a screw, and the top end of the first row of modules will be secure. 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 remaing 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. Page 14 Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail UMBRACO 9.Installing the end caps Attach the end caps to the ends of the rails by securing with the truss head sheet metal screws provided(Fig.16). Figure 16.End cap installation. Table 4:PV module,cap strip,and cap strip screw compatibility To ensure code compliance and a structurally sound array,cap strip sizes and cap strip screw lengths must be compatible with the PV modules in your installation. All cap strip screws must be%,-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 3/," 1.50-1.57 38-40 D 3/," 1.77-1.85 45-47 F I%," 1.93-2.01 49-51 c=� E I Y Sharp lipped modules G I,, Sanyo lipped modules H 3/," Page 15 UNOMW Installation Manual 808.1 SunFrame®Planning and Assembly for Threaded Slot Rail 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 a Oatey®"No-Calk"flashings for its steel standoffs and Oatey®or UniRac flashings for its Module thickness aluminum two-piece standoffs.See our SunFrame Pro-Pak varies Price List. l How do I attach SunFrame to a standing-seam metal 21/4-±'/8- root? A good solution comes from Metal Roof Innovations,Ltd. 718"+1/8- —� (MRI).It manufactures the S-5!—clamp,designed to attach a wide variety of products to most standing-seam metal roofs.It is an elegant solution that eliminates flashings and Module thickness penetrations altogether. varies a M ule 2'i4 ±1/8- thickness varies /8-±I/8- Standoff height 31i8-±1/8- —� (3 4-,6-,or 7" all±1i8-) 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 Product shall be free from defects in material followed by Purchaser.This Warranty does not the defective Product,or any part thereof, and workmanship for a period often(10)years, cover damage to the Product that occurs during in UniRac's sole discretion.Such repair or except for the anodized finish,which finish its shipment,storage,or installation. replacement shall completely satisfy and shall be free from visible peeling,or cracking or This Warranty shall be VOID if installation of discharge all of UniRac's liability with respect to chalking under normal atmospheric conditions the Product is not performed in accordance this limited Warranty.Under no circumstances for a period of five(5)years,from the earlier with UniRac's written installation instructions, shall UniRac be liable for special,indirect or of 1)the date the installation of the Product is or if the Product has been modified,repaired, consequential damages arising out of or related completed,or 2)30 days after the purchase of or reworked in a manner not previously to use by Purchaser of 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 isVOID if Purchaser under any circumstances. THE STANDARD IN PV MOUNTING STRUCTURES- Page 16 1411 Broadway NE, Albuquerque NM 87102-1545 USA • 505.242.6411 • Fax 505.242.6412 THE NEW VALUE FRONTIER is KYOEEM3 KD135GX=LP Ills HIGH EFFICIENCY MULTICRYSTAL AIIII� PHOTOVOLTAIC MODULE ENE� NONE LISTED HIGHLIGHTS OF ■��III� KYOCERA PHOTOVOLTAIC MODULES ���IIIIII Kyocera's advanced cell processing technology and automated production facilities produce a highly efficient I����IIIIII multicrystal photovoltaic module. n MODEL . The conversion efficiency of the Kyocera solar cell is over 16%. II���IIIII■ These cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KD135GX-LP is ideal for grid tie system applications. •Residential roof top systems •Water Pumping systems •Large commercial grid tie systems •High Voltage stand alone systems •etc. QUALIFICATIONS •MODULE:UL1703 listed •FACTORY:IS09001 and ISO 14001 �. QUALITY ASSURANCE Kyocera multicrystal photovoltaic modules have passed the following tests. •Thermal cycling test 0 Thermal shock test •Thermal/Freezing and high humidity cycling test •Electrical isolation test •Hail impact test •Mechanical,wind and twist loading test •Salt mist test •Light and water-exposure test •Field exposure test LIMITED WARRANTY ' X 1 year limited warranty on material and workmanship X 20 years limited warranty on power output:For detail,please refer to'category IV'in Warranty issued by Kyocera (Long term output warranty shall warrant if PV Module(s)exhibits power output of less than 90%of the original minimum rated power specified at the time of sale within 10 years and less than 809/o within 20 years after the date of sale to the Customer.The power output values shall be those measured under Kyocera's standard measurement conditions.Regarding the warranty conditions in detail,please refer to Warranty issued by Kyocera) ELECTRICAL CHARACTERISTICS Current-Voltage characteristics of Photovoltaic Current-Voltage characteristics of Photovoltaic Module KD135GX-LP at various cell temperatures Module KD135GX-LP at various irradiance levels 3 IRRADIANCE:AM1.5,1kW/m' 9 CELL TEMP.25'C 1000W/m' 3 8 1 7 300W/m 75'C 50'C 25'C 8 6 3 5 5 500W/m' E4 4 400W/m' 3 3 2 2 200W/m' 1 t 0 0 0 10 20 30 0 10 20 30 VORege(v) Voltage(V) 0802 SPECIFICATIONS KD135GX-LP ■ Physical Specifications Unit:mm(in.) 35.7 624(24.61n.) 668(26.3in.) _I (1.41In.) 22(0.9in.) 22(0.9in.) nc aG S I m _ _ I N ❑ N C p c O �c m^ n c i 0 I I I I I 36(1.421n.) ■ Specifications ■Electrical Performance under Standard Test Conditions(*STC) ■Cells Maximum Power(Pmax) 135W(+5//-5 i) Number per Module 36 Maximum Power Voltage(Vmpp) 17.7V Maximum Power Current(Impp) 7.63A ■Module Characteristics Open Circuit Voltage(voc) 22.1 V Length x Width x Depth 15DOmm(59.lin)x668mm(26.3in)x36mm(1.4n) Short Circuit Current NO 8.37A Weight 13.Okg(28.7lbs.) Max System Voltage I 600V Cable (+)760mm(29.9in),(-)1840mm(72.4in) Temperature Coefficient of Voc —8.0x10-1 WC Temperature Coefficient of Isc 5.02x10-3 A/°C 0 Junction Box Characteristics *STC:Irradiance 1000W/m2,AM1.5 spectrum,cell temperturs 251C Length x Width x Depth _ 100mm13.9inIx108mm(4.3in)x15mm(O.6in) ■Electrical Performance at 80OW/M2,*NOCT,AM1.5 I Code IP65 Maximum Power(Pmax) 95W Maximum Power Voltage(vmpp) 15.6V ■others Maximum Power Current(Impp) 6.1 OA *Operating Temperature —40°C-�90°C Open Circuit Voltage Woc) 19.9V Maximum Fuse Short Circuit Current(Isc) 6.82A *This temperature is based on cell temperature. 'NOCT(Nominal Operating Cell Temperature):49`C Please contact our office for further information :► I(901ERa KYOCERA Corporation ■ KYOCERA Corporation Headquarters • KYOCERA Asia Pacific Pte. Ltd. CORPORATE SOLAR ENERGY DIVISION 298 Tiong Bahru Road,#13-03/05 6 Takeda Tobadono-cho Central Plaza,Singapore 168730 Fushimi-ku,Kyoto TEL:(65)6271-0500 FAX:(65)6271-0600 612-8501,Japan TEL:(81)75-604-3476 FAX:(81)75-604-3475 • Kyocera Asia Pacific Ltd. http://www.kyocera.com/ Room 801-802,Tower 1,South Seas Centre, 75• KYOCERA Solar, Inc. TEL:(5227 3-7183oad, shatsui FAX:(852)2724-4501'Hong Kong 7812 East ACOma Drive Scottsdale,AZ 85260,USA • KYOCERA Asia Pacific Pte. Ltd., N Taipei Office Scot TEL:(1)480-948-8003 or(800)223-9580 FAX:(1)480-483-6431 1OF,No.66,Nanking West Road,Taipei,Taiwan http://www.kyocerasolar.com/ TEL:(886)2-2555-3609 FAX:(886)2-2559-4131 • KYOCERA Solar do Brasil Ltda. • KYOCERA (Tianjin) Sales & Trading Corp. Av.Guignard 661,Loja A (Beijing Office)Room 2107,Beijing Huabin International Building, 22790-200,Recreio dos Bandeirantes,Rio de Janeiro,Brazil No.8 Yong An Dong Li,Jian Guo Men Wall Road,Chao Yang District, TEL:(55)21_2437-8525 FAX:(55)21-2437-2338 Beijing,100022,China http://www.kyocerasolar.com.br/ TEL:(86)10-8528-8838 FAX:(86)10-8528-8839 http://www.kyocera.com.cn/ • KYOCERA Solar Pty Ltd. • KYOCERA Korea Co., Ltd. Level 3,6-10 Talavera Road,North Ryde N.S.W.2113,Australia Diplomatic Center Room#406,137137 TEL:(61)2-9870-3948 FAX:(61)2-9888-9588 TEL:(8Seoch )2-346,S538 F X:(82)ul,13-3539 Korea http://www.kyocerasolar.com.au/ Ttp://w w.kyocara.c FAX:(82)2-3463-3539 http://www.kyocara.co.kr/ kr/ • KYOCERA Fineceramics GmbH Fritz-Muller-Strasse 107,73730 Esslingen Germany TEL:(49)711-93934-999 FAX:(49)711-93934-950 http://www.kyocerasolar.de/ solar®kyocera.de Kyocera reserves the right to modify these specifications without notice LIE/110DO711-SAGM Smart choice for power Xantrex GT Series Grid A x xantrex The Xantrex Grid Tie Solar Inverter(GT Series)is designed to convert photovoltaic(PV)electricity produced by solar modules into utility-grade power that can be used by the home or sold to the local electrical Standard utility.Offering high efficiency(up to 96.0%),clean aesthetics,high reliability,and a low installed cost, 10-year through ease of installation and integrated features,the GT Series is a proven,high-frequency design in a warranty compact enclosure. The GT Series may be installed as a single inverter,for a single PV array,or in a multiple-inverter configuration for large PV arrays. Technology ► An NEC compliant,integrated DC/AC disconnect,standard in the GT Series,eliminates the need for external DC(PV)disconnects,and in some jurisdictions,AC disconnects ► Large heat-sink offers extraordinary heat dispersion without the need for a cooling fan PHOTOVOLTAIC ► Liquid crystal display(LCD)provides instantaneous information—power level,daily and lifetime SSA CSA10 POWER INVERTER us energy production,PV array voltage and current,utility voltage and frequency,time online"selling", fault messages,and installer-customized screens ► LCD vibration sensor allows the tap of a finger to turn backlight on and to cycle through display screens ► Free PC software for remote monitoring and system troubleshooting available online Installation ► Flexible module selection and sizing due to wide PV input MPPT tracking voltage range ► Lightweight and versatile mounting bracket ► Easy access DC(photovoltaic)and AC(utility)terminal block simplifies wiring ► Rugged NEMA 3R inverter enclosure allows reliable indoor and outdoor installations Performance Xantrex Technology Inc. ► Best-in-class efficiency to maximize solar system return on investment Customer Service/Technical Support ► Accurate MPPT tracking ensures maximum energy harvest under any conditions customerservice®xantrex.com ► FCC Part B compliance provides less external electronic interference Toll free:1-800-670-0707 Serviceability ► 10-year standard warranty www.xantrex.com ► Sealed inverter enclosure can be quickly separated from the wiring box allowing DC/AC connections to remain intact in the unlikely event the inverter needs to be serviced Smart choice for power Xantrex GT Series Grid Tie Solar Inverters Models GT5.0 GT4.ON GT3.3N GT2.8 Output 240 V I 208 V 240 V 208 V 240 V 208 V 240 V 208 V Max.AC power output 5000 W 4500 W 4000 W 3800 W 3300 W 310O W 2800 W j 270O W AC output voltage(nominal) 240 V 208 V 240 V 208 V 240 V 208 V 240 V 208 V AC output voltage range 211-264 Vac 183-229 Vac 211-264 Vac 183-229 Vac 1 211-264 Vac 183-229 Vac ! 211-264 Vac 183.229 Vac AC frequency(nominal) 60 Hz AC frequency range 59.3-60.5 Hz Startup current 0 Aac Max.continuous output current 21 A 22 A 16.7 A 18.3 A 13.8 A 14.9 A 11.7 A 13.0 A Max.output over-current protection 30 A 25 A 20 A 15 A Max.output over-current protection 30 Arms 25 Arms 20 Arms 20 Arms Max,utility backfeed current 0 A Total harmonic distortion(THD) <3% - <5% - Power factor >0.99%(at rated power),>0.95%(full power range) Utility monitoring,islanding protection UL1741-2005/IEEE 1547 Output characteristics Current Source Output current waveform True sine wave Max.array open-circuit voltage 600 Vdc MPPT voltage range(CEC&CSA) 240-550 Vdc 240-480 Vdc 200-400 Vdc 195-550 Vdc MPPT operating range Low:235 Vdc/High:550 Vdc Law:235 Vdc I High:550 Vdc I Low:200 Vdc/High:550 Vdc Vdc Low:193 Vdc/High:550 Vdc Max.input current 22.0 Adc 1 20.0 Adc 18.0 Adc 17.0 Adc 17.5 Adc 16.5 Adc I 15A Adc 14.9 Adc Max,array short-circuit current 24.0 Adc Reverse-polarity protection Short-circuit diode Ground-fault protection GF detection,IDIF>1 A Max.inverter efficiency 95.9% 95.5% 96.0% j 95.7% 95.9% 95.6% 95.0% 94.6% CEC efficiency 95.5% 95.0% 95.5% 95.0% 95.5% 95.0% 94.0% 93.5% Night-time power consumption 1 W Operating temperature range -13°F to+149°F(-25°C to+65°C) I Enclosure type NEMA 311(outdoor rated) Inverter weight 58.0 lb(25.8 kg) 58.0 Ito(25.8 kg) 49.0 lb(22.2 kg) 49.0 lb(22.2 kg) Shipping weight 65.0 lb(27.2 kg) 65.0lb(27.2 kg) 57.0 lb(25.9 kg) 57.0lb(25.9 kg) Inverter dimensions(H x W x D) 28 1/2 x 16 x 5 3/4"(724 x 403 x 145 mm) Shipping dimensions(H x W x D) 34 x 201/2 x 10 5/16"(866 x 518 x 262 mm) Mounting j Wall mount(mounting bracket included) Input and output terminal AC and DC terminals accept wires sizes of#14 to#6 AWG PV/Utility disconnect Eliminates need for external PV(DQ disconnect.Complies with NEC requirements Cooling Convection cooled,fan not required Display Backlit,two-line,16-character liquid crystal display provides instantaneous power,daily and lifetime energy production,PV array voltage and current,utility voltage and frequency,time online"selling",fault messages,and installer-customizable screens Communications Integrated RS232 and XanbusTM R145 communication ports Wiring box PV,utility,ground,and communications connections.The inverter can be separated from the wiring box Warranty 10-year standard Model name(negative ground) GT5.0-NA-240/208 UL-05 GT4.ON-NA-240/208 UL-OS 1 GT3.3N-NA-240/208 UL-05 GT2.8-NA-240/208 UL-05 Part number(negative ground) 864-1009 864-1008 864-1006 864-1001 Positive ground inverters are also available Specifications subject to change without notice. 0 2007 Xantrex Technology Inc.All rights reserved.Xantrex is a registered trademark of Xantrex International.Printed in Canada GENERAL NOTES mean roof height 22 ft UI3i I UNDRRSGERTIF�C1f �� �., , ,,v. _� , pitch 6 in on 12 in , 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE 11.THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. 12 �\� roof rafter 2x8 SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE 12.THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL rafter spacing16 inch on center HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT AGREE WITH SAME. FOR WHICH THEY ARE MADE IS EXECUTED OR NOT.THEY ARE J\SEE DET.1 ceiling joist 2X6 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO ,,��y�,y ��gi +T PERMITS,CERTIFICATES OF OCCUPANCY,INSPECTION THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH joist spacing 16 inch on center A PI i eti s --� r.'�'1 6�'0TED APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING APPROPRIATE COMPENSATION TO THE ENGINEER. �r 1 P g JURISDICTION THEREOF,IF REQUIRED. 13.CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK ADJACENT TO HIS WORK, ridge qty 1 3. ALL WORK SHALL CONFORM TO N.Y.S.CONSTRUCTION CODE AND OR DAMAGED AS RESULT OF HIS WORK. DATE: =Q,"_, B.P.# `�ALL RULES AND REGULATIONS OF THE RESPONSIBLE JURISTICTION. 14.THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT,TOOLS,FENCES,TRANSPORTATIONS, "**SEE ridge 2X10 4. ALL METHODS OF CONSTRUCTION ARE TO BE CAREFULLY SAFEGUARDS,ETC.,AS REQUIRED FOR THE PROPER EXECUTION OF THEIR WORK, DET,1 A 1 SUPERVISED BY THE CONTRACTOR, collar ties 2X4 FEE: o O . 0 BY: v �� S. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS 15.CONTRACTOR TO EFFECTAND MAINTAIN INSURANCE,I.E.CONTRACTOR'S LIABILITY,WORKMAN'S 7 i p1 WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, COMPENSATION,COMPLETED OPERATION,ETC.ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND collar tie spacing every third rafter NOTIFY BUlI_Di�;G � ''^'�,i1TIJiCIVT AT THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER. FURNISH PROOF OF SAME PRIOR TO COMMENCING WITH WORK. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE 16.EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFET'YON THE JOB SITE DURING � 765j-1802 8AM TO 4PM FOR THE HE WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE Roof Cross Section LIABILITY THEREFROM. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.THIS SHALL INCLUDE,BUT ARE NOT LIMITED TD. FOLLOWING INSPECT INNS: 6. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE PROVIDING FOR ADEQUATE AND PROPER BRACING,SAFETY RAILINGS AND SECURE FOOTINGS FOR ALL I C FABRICATED AND INSTALLED AS PER LATESTA.I.S.C. TEMPORARY SCAFFOLDING,STAIRS,ETC.,AS WELL AS PERMANENT CONSTRUCTION. N.T.S -I. FOUNDATION - TWO REQUIRED SPECIFICATIONS. 17.FIGURED DIMENSIONS SHALL GOVERN.DO NOT SCALE DRAWINGS.WHERE DIMENSIONS ARE FOR POURED CONCRETE 7. ALL DRYWALL SHALL BE U.S.G.NATIONAL GYPSUM CO.518" ESTABLISHED BY EXISTING CONDITIONS,EACH CONTRACTOR SHALL VERIFY EXISTING CONDITIONS THICK UNLESS OTHERWISE NOTED. PRIOR TO ORDERING MATERIALS AND COMMENCING WITH WORK. 2, ROUGH - FRAMING & PLUMBING B. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS 16.CONTRACTOR SHALL COORDINATE ALL PHASES OR WORK WITH THE REQUIRED PARTIES.ALL APPROVED AND IN ACCORDANCE WITH N,E.C.&NYS PHASES OF ADJACENT FACILITIES OPERATIONS SHALL BE MAINTAINED DURING CONSTRUCTION. 3. INSULATION / CODESB REGULATIONS. CONTRACTOR SHALL KEEP SITE FREE OF CONSTRUCTION DEBRIS AND KEEP SITE FULLY ACCESSIBLE 4I l (� 4. FINAL - CONSTRUCTION MUST 9.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN TO THE PUBLIC DURING HOURS OF OPERATION. '`�+'I 'A t j`ml CY 0R CERTIFICATION OF BE COMPLETE FOR C.O.CONSENT OF THE ENGINEER WILL NEGATE THE ENGINEER'S CERTIFICATION OF THESE PLANS. 19.CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE SITE AND DISPOSE OF � 10.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. 1 i I 1 ��� UL NAILING & CONNECTIONS ALL CONSTRUCTION SHALL MEET THE FITTING OR PATCHING REQUIRED TO COMPLETE THE WORK OR TO 20.AT THE COMPLETION OF WORK,THE SITE IS TO BE CLEARED OF ALL DEBRIS AND EXCESS �°'�`"`I'"' ` �� MAKE IT S PARTS FIT TOGETHER PROPERLY. MATERIALS.THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BE COMPLETED TO I EQI�IRED REQUIREMENTS&&BI&-�O D ES OF NEW THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT, V;WITHOUT CERTIFICATE YORK STATE. NPR6UNSPONSIBLE FOR A� OF OCCUPANCY IGN OR COI `,,TION ERRORS. INVERTER INVERTER DC METER WIRING GUTTER DISCONNECT 3 SERVICE PANEL AC AC DC I ALL CONS T RU-0 T ION SHALL �; MiaClcmp;-w TYPICAL RISER DIAGRAMIEETTHEREQUIREc�E"ITS OF—THE CODES OF NEVV Y,'KT STATE. N.T.S. � Enc Clamp -- LFoof''- RETAIN STORM WATER RUNOFF SolcrMount Rail !, PURSUANT TO CHAPTER 236 Revision 5 SolorNlount Rai OF THE TOWN CODE. Revision Revision 3 TYPICAL CONNECTION DETAIL 1 ALL ROOF PENETRATIONS ARE TO BE SEALED Revision PV PANEL WITH SIKAFLEX OR EQUIVALENT SEALANT Revision 1 as per ASCE7, Method 1: A(fig 6-2) 1.314 I (table s-1) 1 PACT FI CO ENGINEERING PC;a-' ' P net =A Kzt I P net3o (eq 6 2) Kn(sec 6.5.7) 1 Pnet30(fig 6-3) -47.9 ``��W6tlltll►gp���� PO Box -448, SAYVILLE, NY 11782 CLIMACTIC AND GEOGRAPHIC Maximim ������OF NEIy 32-9 2- , Tel:, 88-0000 Fax: 631-38 -82.36 Email: cla ineer@ aeifieoen iKeering.com Wind Live load, point fastener Speed, 3 pnet30 Fastener Scott Gonzalez DESIGN CRITERIA Category sec gust, per ASCE Pullout type spacing � � mph 7, psf load, lb along ' = 645 August Ln, Gremport, NY 11944 rails, in P,;ettDw,;a.°„ 5/16"dia n ♦ PROPOSED SOLAR ENERGY INSTALLATION •. 0 056.•• C 120 -62.9406 421 screw, iw, 16 DATA, DETAILS AND SPECS pf��r�''���j1' GENERAL NOTES, ROOF SECTION, OF Date: Scale: length 03/06/o9 AS NOTED 26`- 6" t-■- 10'- 3" 30y- 6" paow pa°w ywanw p w pmw penes .W W ,ccm mR g-a a1.1 .3+541 .Y.59.1 .3 r;B.1 3r'8.1 3.J.1 3-%j y ?31 Ga.31.1 53' .'S41 y.3'�,%1 3+59.1 3r11l 3+`,AJ " M pan w yelae w 35 5 3 5 IS 5 IS 35 I35 M MTJ 5 .3+511 X.5.I 035 )35 oW yxaaw paow mw mw ra.nw paow Avow w mw ,xw '• rNP "r5.l .3+59.1 .Yr51.1 3rFB.l J'r5.l 3.P, :'ri41 .3'+59.1 3+`9.1 3'+% 3.�&.1 y 5BJ 15y- 771 pa01 yo.a.w is 135 5 5 � to 5 .3.'&1 3'.T.I 25'- 5" W mw paow ew mw now w ,°59 yyx. w pocaew an �� aw gQ .i :'x541 .Yr59.1 3r9.1 .3'r59.1 .3 r59.1 3xW.1 3'r;8.1 53.0.1 3x5P.1 tt15 .3 w w aow mw ew w a,w a°w W 3xgi1 .YrSRI' .Y+R 3'+�.I ar"59.1 3xSp8.) 3+XV 3x53 .3r5a1 6,T-EM la 135 75 b 5 I13 IaS 141- 0" w on yuaow 1l. mw w mw °w yeooW pmw mw ycn.v+ .3x311 .3vSRl .Y r51.1 3rJ1.1 3r9.1 .3 x5g.1 .Yr3t1 .3r59.1 zrin.l 3r9.1 .3'xg.l 1> E 5 35 5 IS Iv laIBM r r Revision 5 Revision 4 Revision 3 Revision 2 Revision 1 PACIFI O EN ONEERINQ PC PO ROOF LAYOUT .0 am PV Panel ,.•��``oF��NEly�rkv,41, rel (032- ?8 8-0000 Box :L44Fax: 631r 382-sz36 Email: engineer@ acif coengineerin .cow► jor Project ar. SheeC: THIS CERTIFIES THAT THE ROOF LOAD Kyocera Scott Gonzalez HAS BEEN CHECKED FOR WIND, SNOW, PRODUCT: KD135 2• QTY: 68 6457 August Ln, Gslree ort, NY 22944 LIVE AND DEAD LOADS BASED ON % ASCE7-05 AND 2007 NYS BUILDING LENGTH: 59.1 in ` ""^'••..No 066•.•'�, PROPOSED SOLAR ENERGY INSTALLATION CODE. THE ROOF STRUCTURE IS �opRQr�;S`����° ADEQUATE TO SUPPORT THE WIDTH: 26.3 in GENERAL NOTES, ROOF SECTION, DATA, DETAILS AND SPECS Of O°Le: $!IL: PROPOSED LOADS WATTS: 9180 0310rc/04 AS NOTED