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HomeMy WebLinkAbout37918-Z of f04 Town of Southold Annex 8/21/2013 �Q� c�riy P.O.Box 1179 54375 Main Road oy �� Southold, New York 11971 4jQ1 # �a0 rr CERTIFICATE OF OCCUPANCY No: 36457 Date: 8/21/2013 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 71305 Route 25, Greenport, SCTM#: 473889 See/Block/Lot: 45.-2-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/1/2013 pursuant to which Building Permit No. 37918 dated 4/8/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: roof-mounted solar panels as applied for. The certificate is issued to St Peters Lutheran Church (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37918 8/13/13 PLUMBERS CERTIFICATION DATED horiz Signa ure p�sUFoc� TOWN OF SOUTHOLD CGGy� BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . 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#: 37918 Date: 4/8/2013 Permission is hereby granted to: St Peters Lutheran Church PO BOX 242 Greenport, NY 11944 To: Installation of roof-mounted solar panels as applied for. At premises located at: 71305 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 45.-2-7.1 Pursuant to application dated 4/1/2013 and approved by the Building Inspector. To expire on 10/8/2014. Fees: SOLAR PANELS $50.00 CO-NEW CONSTRUCTION/ALTERATION/REPAIR $50.00 otal: $100.00 i Bu' ding Inspect,,-,.-- Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new.use: l. 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 in.staliation from Board of Fire Underwriters. 4. *Sworn statement from plumber certifying that the solder used.in system contains less than 2110 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. Foes 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: V Old or Pre-existing Building: (check one) Location of Property:_ ' J - ��aa 0/J/A House No. Street Hamlet Owner or Owners of Property: . Suffolk County Tax Map No 1000, Section_ !Y Block a Lot ? % Subdivision Filed Map. Lot: Permit No. 7 j Date of Permit. Applicant: Health Dept.Approval: ' Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted: $ D �/s�� ? Applicant Signature SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(a-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: St Peters Lutheran Church Address: 71305 Route 25 City: Greenport St: NY Zip: 11944 Building Permit#: 37918 Section: 45 Block: 2 Lot: 7.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Sunation Solar Systems License No: 33412-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect P Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2650OW roof mounted photovoltaic system to include, 100 Auo 260 watt pv panel; 2-Fronius IG 11.4 waft inverters Notes: Inspector Signature: Date: Aug 13 2013 81-Cert Electrical Compliance Form.xls SOUIyo� V * � �✓ �y�0UN1'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 0 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Vfq DATE !3 1 INSPECTOR Fisher Engineering Services, P.C. PO Box 30 . Oakdale •New York 11769 Phone: (631) 563-9028 July 12, 2013 Building Department Subject: Engineer Statement for Solar Roof Installation St. Peter's Lutheran Church: 71305 Route 25 Greenport, New York 11944 Permit: 37918 I have verified the adequacy and'structural integrity of the existing roof rafters for mounting the solar collector panels and their installation satisfies the structural roof framing design load requirements of the Residential Code of New York State. I have reviewed and certify that the manufacturer's guidelines and equipment for the photovoltaic equipment for the above residence meet the requirements for wind and snow load and that the roof structure is adequate to carry the new loads imposed by the System. For the installation of the solar mounting, the rails are securely anchored to the rafters utilizing lag screws that have been designed for wind speed criteria of 120 mph Exposure C and snow ground criteria of 20 psf. Wind loads will exceed seismic loads. Other climate and geo design criteria are not applicable to this solar installation. The solar collector system and the mounting assemblies comply with the applicable sections of the Residential Code of New York State- "Solar Systems" and loading requirements of roof-mounted collectors. This system has been installed properly at the above referenced residence. The installation is in accordance with the minimum requirements certified by this letter. I hope that this letter serves and meets with the approval of the Building Department. Of lety ' ,LP V,\PM G F 0 Sincerely, o W 1 M W U. William G. Fisher, P.E. �� e i Licensed Professional Engineer `0) 07 S*� 4659 t r FD E C E lJ E AUG 19 2013 Architectural Design•Residential•Light Commercial Additions•Extensions•Conversions Construction Estimates/Oversight•Expediting•Inspections BLDG. DEPT TOWN OF SOUTHOLD FIELD INSPECTION REPORT DATE COMMENTS W FOUNDATION(IST) oC FOUNDATION(2ND) ROUGH FIZANIIVG& c y PLUMBING i INSUL•ATION PER N.Y. STATE ENERGY CODE FINAL ,1 DITIONAL COMMENTS • � rn CIQ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST `g BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans Yes TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Yes Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Coutact: Approved 20 Mail to:SUNation Solar Systems,Inc. Disapproved a/c 1217 Montuak Hwy.,Oakdale,NY 11769 Phone:631-750-9454 Expiration .20 Building Inspector r l� APPLICATION FOR BUILDING PERMIT APR - 1 2013 INSTRUCTIONS Date March 26, 2013 a.This applicatio S be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 is o us �95urate plot plan to cale.Fee according to schedule. p�el p*rghowing to n of lot and of buildings on premises,relationship to adjoining premises or public streets or ar I. S. 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. LpC(Sv, app f��c name,if a corporation) /X/77j�7�//or• J� /� �r /? del4-a141, IJV &I (Mailing address of ppl'cant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder General Contractor Name of owner of premises Garret Johnson, Pastor-St.Peters Lutheran Church (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Scott Maskin, President SUNation Solar Systems (Name and title of corporate officer) Builders License No. 44104-H Plumbers License No. N/A Electricians License No.33412-M E Other Trade's License No.N/A 1. Location of land on which proposed work will be done: 71305 Rte.25 Greenport House Number Street Hamlet County Tax Map No. 1000 Section 45 Block 2 Lot 7.1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Church b. Intended use and occupancy Church 3. Nature of work(check which applicable):New Building Addition Alteration ❑✓ Repair Removal Demolition Other Work Solar Panels flat on roof (Description) 4. Estimated Cost$80,500 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 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOF✓ 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO❑✓ 14.Names of Owner of premises Ga tJ°hm Pastu-St Pees -,Address 71305 Rte.25,Greenport Phone No. 631.477-0662 Name of Architect William G.Fisher Address PO sox 30,Oakdale 1176£Phone No 631-7864419 Name of Contractor SUNation Solar Systems,Inc Address 1217 Montauk Hwy,oakdphone No. 631-7509454 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO I v L *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY-BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO❑✓ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S Olk Scott Maskin,SUNation Solar being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this/J/v/,��rC day of � CHRI3T1XE,CATHCART�( NOTARVIPUBLIC STATE OF.NEW YORK Notary Public Sign a Applicant ITOLKCOljfit!T' UC•IN 01CA8204833 CO�W$Si*EXARES O4/2712013 i ! SO�jlyo! Town Hall Annex J 4 Telephone(631)765-1802 54375 Main Road . Q2 P.O.Box 1179 G Q roner.richerideo`wr%so tF;Oq nV us Southold,NY 1197I-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: ��� Date: 13 Company Name: Name: S C.c�k4- License No.: 33 Lf I Address: Phone No.: 21 - 76'o- R � - JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: U/ . Tax-Map District: - 1000 Section: ill Block: Lot: -7, *BRILF DESCRIPTION OF WORK(Please Print Clearly) C 00 — Auo 2(,n wcR ,oand.r , 2—A0yAItus iG+ (Please Circle Ail That Apply) *Is job ready for inspection: YES/NO) Rough In Final *Do-you need a Temp Certificate: ES! NO Temp Information if eded) *Service Size: 1 Phase 3Phase 100 150 200 300 350 D410�' Other *New Service: Re-connect Underground Number of Meters Change of Service erhr�ead' Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form V RP420-a/b-Rnw-II (9/08) NYS BOARD OF REAL PROPERTY SERVICES RENEWAL APPLICATION FOR REAL PROPERTY TAX-EXEMPTION FOR NONPROFIT ORGANIZATIONS II—PROPERTY USE (See general information and instructions on back form) ]a. e o Mrzation. �,_n r� d. time of contact person b. M I n addrpss e. Telephone n _o co tact person c- enin g '} �� f (optio c. Employer ID no. L � t S�QI COY\ u g. Property identification(see tax bill or assessment roll)Tax map number or sectionthlock/lot 2. Have any of the following changes occurred since application for this.property tax exemption was last filed? I.f any of the listed changes have occurred,please give a detailed explanation of each change on the back of this form,check the appropriate line below,and'complete and sign the statement. If none of the changes has occurred,please check the appropriate line below and complete and sign the statement. ❑ a. A change has occurred in the ownership of all or part of the_property. ❑ b. A change has occurred'in the use or uses of the property by the owner. ❑ c_ A change has occurred in that all or part of the property is now being offered-for sale or lease. :❑ . d All or part of the property is occupied by an organization other than the owner: the user organization(s) make payments for use of the property,_and a change has occurred in (1) the .proportion of the property so occupied, (2)the terms of the occupancy,or(3)the payments made by the occupant(s). ❑ e. Physical changes in the property(such as construction,alterations,or demolition)have occurred. ❑ f. A change has occurred in the nature or schedule of planned construction of buildings or other improvements on an unimproved portion of the property. ❑ g. One of the organization's purposes is hospital, and a change has occurred in the amount of space or time that the property is used for the private practice of staff members or others rather than for the direct hospital related activities_ ❑ STATEMENT OF CHANGE I hereby certify that all of the changes,as listed above,that have occurred since application for exemption was last filed have been noted and the explanations of such charges are true and correct to the ' best of my knowledge and belief. ' STATEMENT OF NO CHANGE I here certi that none the changes listed above has occurred since application for exemption was last f e best y owledge and belief Signature Date Title FOR ASSESSOR'S USE Assessing unit County City/Town Village School District S — c2 NYS BOARD OF REAL PROPERTY SERVICES RP420-a/b-Rnw-I (9/08) ei F RENEWAL APPLICATION FOR REAL PROPERTY TAX EXEMPTION FOR NONPROFIT ORGANIZATIONS I—ORGANIZATION PURPOSE (See general information and instructions on back form) St Peters Lutheran Lnurcn PO Box 242 Greenport,NY 11944 d- �Te of contact person Cst&1Q_r M, SCA)ylao--\ e. Telephone no.of c act person Day vening j ) f. E-mail address oyer (opt-o -Dm ) I c.If D no. ,t— �� y� SpeCalf er r1Lrc=nI, C 2. ,Have any of the following changes occurred since application for this property tax exemption was last filed? If any of the listed changes have occurred,please give a detailed explanation of each change on the back of this form,check the appropriate line below, and complete and sign the statement- If none of the charges has occurred,please check the appropriate line below and complete and sign the statement. ❑ a- A change has occurred in the purpose(s)of the organization. ❑ b. A change has occurred in the organization as a result of action taken by one or more regulatory agencies (such as issuance, restriction, or withdrawal of an operating certificate, permit, charter, or similar authorization). ❑ c. A change has occurred in the organization's status with regard to exemption from federal income taxes (such as exempt status has been recognized, denied, or revoked by the Internal Revenue Service, or the Internal Revenue Code classification of exemption has been changed)_ ❑ STATEMENT OF CHANGE I hereby certify that all of the changes,as listed above,that have occurred since application for exemption was last filed have been noted and the explanations of such changes are true and correct to the best of my knowledge and belief. ' STATEMENT OF NO CHANGE I her y cc fy that none the changes listed above has occurred since application for exemption was last filed to b my kn dg and beli Signature Title Date 3. Forms filed with th ternal Revenue Service by the organization since application for property tax exemption was last filed(check all applit:able lines): ❑ Form 1023(Application for Recognition of Exemption under Secttion 501 (c)(3)of the Internal Revenue Code) ❑ Form 1024(Application for Recognition of Exemption under Section 501 (a)). ❑ Form 990(Return of Organization Exempt from Income Tax under Section 501 (c)of the Internal Revenue Code) ❑ Schedule A. Form 990(Organizations Exempt under Section 501(c)(3)) ❑ Form 990-PF(Return of Private Foundation Exempt from Income Tax) ❑ Form 990-AR(Annual Report of Private Foundation) ❑ Form 990-T(Exempt Organization Business Income Tax Return) ❑ None of these (Note:Assessor may request a copy of forms filed) FOR ASSESSOR'S USE Assessing unit County City/Town Village ' School District a UNIRAC • e • ® ® ® a ® ® ®" SolarMount Technical Datasheet Pub 110818-1td V1.0 August 2011 SolarMount Module Connection Hardware.................................................................. 1 BottomUp Module Clip.................................................................................................1 MidClamp....................................................................................................................2 EndClamp....................................................................................................................2 SolarMount Beam Connection Hardware......................................................................3 L-Foot...........................................................................................................................3 SolarMountBeams..........................................................................................................4 Solar count Module Connection Hardware SolarMount Bottom Up Module Clip Part No. 302000C Washer Bottom Up Clip material: One of the following extruded aluminum Bottom -;Nut (hidden-see alloys:6005-T5,6105-T5, 6061-T6 iN Up Clip ,, note' Ultimate tensile: 38ksi,Yield: 35 ksi Finish: Clear Anodized • Bottom Up Clip weight:--0.031 Ibs(14g) Allowable and design loads-are valid when components are Beam 1 assembled with SolarMount series beams according to authorized ~` UNIRAC documents Assemble with one'/4"-20 ASTM F593 bolt,one%"-20 ASTM F594 serrated flange nut,and one'/"flat washer i Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory • Module edge must be fully supported by the beam * NOTE ON WASHER: Install washer on bolt head side of assembly. DO NOT install washer under serrated flange nut Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Load Factor, -~ y Ibs(N) Ibs(N) FS lbs(N) Q> Tension,Y+ 1566(6967) 686(3052) 2.28 1038(4615) 0.662 Y Transverse,X± 1128(5019) 329(1463) 3.43 497 (2213) 0.441 A X Sliding,Z± 1 66(292) 1 27(119) 1 2.44 41 (181) 0.619 Dimensions specified in inches unless noted 11111'an U N � RAC Sao SolarMount nt Mid Clamp Part No.302101 C,302101 D,302103C,302104D, 302105D,302106D \�, rI Bolt Mid clamp material: One of the following extruded aluminum Mid M1`�Flahge Nui j� alloys:6005-T5, 6105-T5,6061-T6 Clamp ', _. Ultimate tensile:38ksi,Yield:35 ksi Finish: Clear or Dark Anodized • Mid clamp weight: 0.050 Ibs(23g) ` - Allowable and design loads are valid when components are r� • assembled according to authorized UNIRAC documents Values represent the allowable and design load capacity of a single mid clamp assembly when used with a SolarMount series beam to `, retain a module in the direction indicated Assemble mid clamp with one Unirac'W-20 T-bolt and one'/"-20 ASTM F594 serrated flange nut Beam '` Use anti-seize and tighten to 10 ft-Ibs of torque -�'' Resistance factors and safety factors are determined according to - part 1 section 9 of the 2005 Aluminum Design Manual and third- party test results from an IAS accredited laboratory Applied Load Average Allowable Safety Design Resistance 1.00DISTANCE Direction Ultimate Load Factor, Load Factor, es:vreEr;:a tr ts5 _ Ibs(N) Ibs(N) FS Ibs(N) m Tension,Y+ 2020(8987) 891 (3963) 2.27 1348(5994) 0.667 -----------•------- --=--'--- Transverse,Z± 520(2313) 229(1017) 2.27 346(1539) 0.665 - Sliding,X± 1194(5312) 490(2179) 2.44 741 (3295) 0,620 dX Dimensions specified in inches unless noted SolarMount End Clamp Part No.302001C,302002C,302002D,302003C, 302003D,302004C,302004D,302005C,302005D, 302006C,302006D,302007D,302008C,302008D, 302009C,302009D,302010C,302011C,302012C End clamp material: One of the following extruded aluminum alloys:6005-T5, 6105-T5, 6061-T6 Ultimate tensile:38ksi,Yield:35 ksi �` • Finish: Clear or Dark Anodized End clamp weight: varies based on height:-0.058 Ibs (26g) ,End Clamp Allowable and design loads are valid when components are Serrated assembled according to authorized UNIRAC documents Flange Nut Values represent the allowable and design load capacity of a single ` end clamp assembly when used with a SolarMount series beam to retain a module in the direction indicated • Assemble with one Unirac'/"-20 T-bolt and one'/<"-20 ASTM F594 BeaBea serrated flange nut Use anti-seize and tighten to 10 ft-Ibs of torque Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third- Y 1 `r, party test results from an IAS accredited laboratory Modules must be installed at least 1.5 in from either end of a beam rX _ Applied Load Average Allowable Safety Design Resistance Direction Ultimate Load Factor, Loads Factor, Ibs(N) Ibs(N) FS Ibs(N) 0 Tension,Y+ 1321 (5876) 529(2352) 2.50 800(3557) 0.605 Transverse,Z± 63(279) 14(61) 4.58 21 (92) 0.330 'Dimensions specified in inches unless noted Sliding,X± 142(630) 52 (231) 2.72 79(349) , 0.555 larMount Searn Connection Hardware Solar Mount L®Foot Part No. 304000C, 304000D • L-Foot material:One of the following extruded aluminum alloys:6005- _ _ T5,6105-T5,6061-T6 Ultimate tensile:38ksi,Yield:35 ksi ��_ �~ • Finish: Clear or Dark Anodized �±= • L-Foot weight:varies based on height:—0.215 Ibs(98g) �. Allowable and design loads are valid when components are Bea assembled with SolarMount series beams according to authorized ----Bolt UNIRAC documents L-Foot For the beam to L-Foot connection: •Assemble with one ASTM F593 W-16 hex head screw and one errated ASTM F594 Wserrated flange nut Flange Nu .n" •Use anti-seize and tighten to 30 ft-Ibs of torque .� Resistance factors and safety factors are determined according to part 1 section 9 of the 2005 Aluminum Design Manual and third-party test Y results from an IAS accredited laboratory NOTE: Loads are given for the L-Foot to beam connection only; be ~X sure to check load limits for standoff, lag screw,or other attachment method Applied Load Average Safety Design Resistance �cFh!k Direction Ultimate Allowable Load Factor Load Factor, n�c�tafiF Ibs(N) lbs(N) FS Ibs(N) m Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Dimensions specified in inches unless noted Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Traverse,X±1 486(2162) 213(949) 1 2.28 323(1436) 0.664 y g�� o" U N ® 0 ® ® ' I a• a ®®® f SolarMount Beams Part No. 310132C, 310132C-D, 310168C, 310168C-13, 310168D 310208C, 310208C-13, 310240C, 31024OC-B, 310240D, 410144 A, 410168M, 410204M, 410240M Properties Units SolarMount SolarMount HID Beam Height in 2.5 3.0 Approximate Weight(per linear ft) plf 0.811 1.271 Total Cross Sectional Area in' 0.676 1.059 Section Modulus(X-Axis) in 0.353 0.898 Section Modulus(Y-Axis) in 0.113 0.221 Moment of Inertia(X-Axis) in 0.464 1.450 Moment of Inertia(Y Axis) in 0.044 0.267 Radius of Gyration (X-Axis) in 0.289 1.170 Radius of Gyration(Y-Axis) in 0.254 0.502 SLOT FOR T-BOLT OR SLOT FOR T-BOLT OR 1.728 14"HEX HEAD SCREW !/4"HEX HEAD SCREW 1-T 2X SLOT FOR SLOT FOR BOTTOM CLIP 2.500 BOTTOM CLIP /I Sh T 3.000 1.316 SLOT FOR Y8"HEX BOLT SLOT FOR 1.385 3/s" HEX BOLT .387 .750 1.207 y y 1.875 6 i 10-X �X SolarMount Beam SolarMount HD Beam Dimensions specified in inches unless noted j http:/ANww.wholesalesolar.comrinverters.html INPUT DATA Fronius IG Plus I 3.0-1 uw I 3.8-1 UK, I 5.0-1 UN, I 6.04 um I 7.5-1 uNi I 10.04 uNI I 11A-1 uNt I 11.4-3 caU 112.0-3,,,,,m _ Recommended PV-Power(Wp) 2500-3450 3200-4400 4250-5750 5100-6900 6350-8600 8500-11500 9700-13100 1 9700-13100 10200-13800 MPPT-Voltage Range 230...500 V 1. DC Startup Voltage 245 V Max.Input Voltage(at 1000 W/m2 - 14'F(-70°C)in open circuit operation) 600 V Nominal Input Current 8.3 A 10.5 A 13.8 A 16.6 A 20.7 A 27.6 A 31.4 A 31.4 A 33.1 A Max.usable Input Current 14.0 A 17.8 A 23.4 A 28.1 A 35.1 A 46.7 A 53.3 A 53.3 A I 56.1 A 0 Admissible conductor size(DC) No.14-6 AWG Number of DC Input Terminals 6 Max.Current per DC Input Terminal 20 A;Bus bar available for higher input currents n 0 OUTPUT DATA Fronius IG Plus 3.0-1 um 3.8-1 uN, 5.0-1 uN� 6.0-1 W 1 7.5-1 uNi 10.04 um 11A-1 uNi 11.4-3 D.H. 12.0-3,,,,,E ; r Nominal output power(P„u,j 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Max.continuous output power i 104-F(40-C)208 V/240 V/277 V 3000 W 3800 W 5000 W 6000 W 7500 W 9995 W 11400 W 11400 W 12000 W Nominal AC output voltage 208 V 1240 V/277 V 208 V/240 V 277 V E Operating AC voltage range 208 V 183-229 V(-12/+10%) (default) 240 V 211-264 V(-12/+10%) 277 V 244-305 V(-12/+10%) Max.continuous 208 V 14.4 A 18.3 A 24.0 A 28.8 A 36.1 A 48.1 A 54.8 A 31.6 F1 n.a. output current 240 V 12.5 A 15.8 A 20.8 A 25.0 A 31.3 A 41.7 A 47.5 A 27.4 A' n.a. 277 V 10.8 A 13.7 A 18.1 A 21.7 A 27.1 A 36.1 A 41.2 A n.a. 14.4 X Admissible conductor size(AC) No.14-4 AWG Max.continuous utility back feed current 0 A E Nominal output frequency 60 Hz E Operating frequency range 59.3-60.5 Hz Total harmonic distortion <3% b Power factor 1 GENERAL DATA Fronius IG Plus I 3.0-1 uNI I 3.8-1 um I 5.0-1 uNl I 6.04 uroi I 7.5-1 um I 10.0-1 uNi I 11.4-1 um I 11.4-3 o.fn, 112.0-3 wrerrr Max.Efficiency 96.2% CEC Efficiency 208 V 95.0% 95.0% 95.5% 95.5% 95.0% 95.0 V. 95.5% 95.0% n.a. o E 240 V 95.5% 95.5% 95.5% 96.0% 95.5% 95.5% 96.0% 95.5% n.a. E 277 V 95.5% 95.5% 96.0% 96.0% 96.0% 96.0% 96.0% n.a. 96.0% Consumption in standby(night) <1 W - Consumption during operation 8 W 15 W 22 W Cooling Controlled forced ventilation,variable fan speed Enclosure Type NEMA 3R _ Unit Dimensions(W x H x D) 17.1 x 24.8 x 9.6 in. 17.1 x 36.4 x 9.6 in. 17.1 x 48.1 x 9.6 in. Power Stack Weight 31 lbs.(14 kg) 57 lbs.(26 kg) 82 lbs.(37 kg) E Wiring Compartment Weight 24 lbs.(11 kg) 26 lbs.(12 kg) 26 lbs.(12 kg) Admissible ambient operating temperature -4...122°F(-20...+50°C) Compliance UL 1741-2005,IEEE 1547-2003,IEEE 1547.1,ANSI/IEEE C62.41,FCC Part 15 A&8,NEC Article 690,C22.2 No.107.1-01(Sept.2001) PROTECTION DEVICES Fronius IG Plus I 3.0-1 uNi 3.8-1 uroi I 5.0-1 UN� ` 6.0-1 uNi 7.5-1 uNi 10.0-1 uNi I 11.4-1 uNI I 11.4-3 o i , 12.0-3,�,r� Ground fault protection Internal GFDI(Ground Fault Detector/Interrupter);In accordance with UL 1741-2005 and NEC Art.690 DC reverse polarity protection Internal diode Islanding protection Internal;in accordance with UL 1741-2005,IEEE 1547-2003 and NEC Over temperature Output power derating/active cooling V per Phase N O O O J W Fronius USA LLC Solar Electronic Division ZL 4 10421 Citation Drive,Suite 1100,Brighton,Michigan,48116 E-Mail:pv-us@fronius.com o www.fronius-usa.com a http:/lwww.wholesalesolaccomrnverters.html English AIJO The leading force in power reen � 6 I 4 f ,i I 1 �r GreenTri lex PM250M00 Mono-crystalline Photovoltaic Module _ Power Range Optional 245-265 Wp Self-clean i (ij AUO unique photocatalyst Vestment ' Highly Strengthened Design decomposes surface contamination,reduces O&M cost and increases performance I Module complies with advanced loading tests to j meet 5400 Pa loading requirements AC Photovoltaic A� Integrated with a Micro-inverter,Module has Light Trapping Capability high and stable AC power output via panel t Superior performance under weak light level MPPT conditions such as dawn,dusk,and cloudy days I _3 3 Busbar Design °ear I Qa Enhances current transmission and module PV CYCLE i reliability v I � GreenTripl ex PM 250 M 00 (245-265 Wp) unit:mm(inch) I-V curve vs Cliff.irradiance 992 40 9.0 1 1 1 1 (3 9.06) (1.57) 8.0 ......... junction Box • • Zo Mounting -QnA%AI/-12 I I Hojo 6.0 09 A A i 40 a5.0 (0.35) -------T i (1.57) 1300 �. j G r o u 0410d00 I -(5 1.1I8) _- 35 �-52 4!.0 50 Wftn2 1651 (1.38' II II ZN(6.0) (3937 .o -1,II (0.16) 800 A-A Cross Section 2 .-.... I Hole ndin9 (31.50) - 20Y W/�2 - I 825.5 0.0(32.50) 0- 5 10 15 20 25 30 35 40 W Voltage(V) A Current/voltage characteristics with dependence on A irradiance and module temperature. IN Curve 8 Electrical Data Typ.Nominal Power PN 245 Wp 250 Wp. 255 W 260 Wp-l 265 Wp Typ.Module Efficiency 14.70% 15.30% -15-.60% ---15.90% 16.20% Typ.-Nominal Voltage V.p(V) ---3'0,78 30.82 30.8-6 30.90 30.95 Typ.Nominal.Current I.P(A) 8.09 8.22 8.34-- �8.46 8.58 Typ.Open Circuit Voltage Voc M 37,80 37.86 37.92_ 37.98 . 38.04 Typ.Short Circuit Current'Isc(A.) _8.601-- 8.66 8.72 8.78 8.84 Maximum Tolerance of PN 0/+3% •Above data are the effective measurement at Standard Test Conditions(STC) -The given electrical data are nominal values which account for basic measurements and manufacturing tolerances of:0 0%,with •STC;irradiance I 000wfmz,spectral distribution AM 1.5,temperature 25±2'C,in accordance with EN 60904-3 the exception of N.The classifications is performed according to PN •Black backsheet is utilized for power range 245-260W,White backsheet is for 250-265W N Temperature Coefficient N Operating Conditions NOCT 46±2°C Operating Temperature i -40...+80°C, Typ.Temperature Coefficient of PN -0.48% K Ambient Temperature Range -40...+45o C Typ.Temperature Coefficient of Voc -0.36% K Max.System Voltage lEC/UL 1000V V Temperature Coefficient of Isc 0.03%/K IP Protection Level IP 65 -NOCT.Normal Operation Cell Temperature,measuring conditions:irradiance 800W/mz,AM 1.5,air temperature Serial Fuse Rating 15 A 20'C,wind speed I m/s Maximum Surface Load Capacity Tested up to 5400 Pa according to IEC 61215 (advanced test) 0 Mechanical Characteristics Dimen5ions, (LIx W x H) 1651 x 992 x 40 mm(65.01 x 39.06 x 1.57 inches) 0 Warranties and Certifications Weight 19.3 kg(42.5 lbs) Product Warranty Maximum 5 years for material and workmanship Hightransparent solar glass(tempered), - ----- �---- --------- ------ --- Front Glass Performance Guarantee Guaranteedoutput of 90%for 10 years and 80%for 25 years 3.2 mm(O.13 inches 60 monocrystalline solar cells, Certifications According to IEC 61215,IEC 61730 and UL 1703 Cell 156 mm x 156 mm(6"x 6") guidelines* - - - ---- - --- ----I- *Please confirm other certifications With AUO off idal dealers Cell Encapsulation EVA Back Sheet Composite film,black/white Frame Anodized aluminum frame,black junction Box L junction box with 3 bypass diodes 1 x 4 MM2(0.04 x 0.16 inch2), Cables length:each 1.0 m(39.37 inches) Connector Type Tyco-plug ---- AU Optronics Corporation AM No.1,Li-Hsin Rd.2,Hsinchu Science Park,Hsinchu 30078,Taiwan 99 AUO Green Printe Solutions d with Soy Ink *F Tel:+886-3-500-8899 Email:solar@auo.com www.AUO.com www.AUOsolar.com RPA20-a/b-Rnw4I(9/08) NYS BOARD OF REAL PROPERTY SERVICES RENEWAL APPLICATION FOR REAL PROPERTY TAX.EXEMPTION FOR NONPROFIT ORGANIZATIONS U—PROPERTY USE (See general information and instructions on back form) ]a- e o rg ization_ d_ Tme of contact person I ,YS 1 1 Y`LI(GIV� CIXCk {- C9Ea�t�tP Y`ll SC�lIf�S� b. M ng add 1 e. Telephone n .o co tact person �eI d Day 3� evening( 1 �1 ��� f E-mail ad r�M(optio ��c. Employer ID no. lye. u � g. Property identification(see tax bill or assessment roll)Tax map number or section/block/lot 2. Have any of the following changes occurred since application for this_property tax exemption was last filed? If any of the listed changes have occurred,please give a detailed explanation of each change on the back of this form,check the appropriate line below,and'complete and sign the statement If none of the changes has occurred,please check the appropriate line below and complete and sign the statement. ❑ a. A change has occurred in the ownership of all or part of the property. ❑ b. A change has occurred'in the use or uses of the property by the owner. ❑ c. A change has occurred in that all or part of the property is now being offered-for sale or lease. . d. All or part of the property is_ occupied by an organization other than the owner. the user organization(s) make payments for use of the property,.and a change has occurred in (1) the .proportion of the property so occupied,(2)the terms of the occupancy,or(3)the payments made by the occupant(s). ' ❑ e. Physical changes in the property(such as construction,alterations,or demolition)have occurred. ❑ f. A change has occurred in the nature or schedule of planned construction of buildings or other improvements on an unimproved portion of the property. ❑ g. One of the organization's purposes is hospital, and a change has occurred in the amount of space or time that the property is used for the private practice of staff members or others rather than for the direct hospital related activities. ❑ STATEMENT OF CHANGE I hereby certify that all of the changes,as listed above,that have occurred since application for exemption was last filed have been noted and the explanations of such charges are true and correct to the ' best of my knowledge and belief. ' STATEMENT OF NO CHANGE I here certi that none the changes listed above has occurred since application for exemption was last f e best y owledge and belief. Signature Date Title FOR ASSESSOR'S USE Assessing unit County City/Town Village School District '= NYS BOARD OF REAL PROPERTY SERVICES RP-420-a/b-Rnw-I (9/08) RENEWAL APPLICATION FOR REAL PROPERTY TAX EXEMPTION FOR NONPROFIT ORGANIZATIONS I—ORGANIZATION PURPOSE (See general information and instructions on back form) St Peters Lutheran l.nurcn PO Box 242 Greenport,NY 11944 d. a of contact person f. C-,0&14t M. e. Telephone no.of c person Day 3i yA act vening ( ) f E-mail address(optio ) c. `Employer ID no.,t— �� J�j SD CGr�� cjbm 2- !Have an of y the following changes occurred since application for this property tax exemption was last filed? If any of the listed changes have occurred,please give a detailed explanation of each change on the back of this form,check the appropriate line below, and complete and sign the statement- If none of the charges has occurred,please check the appropriate line below and complete and sign the statement. ❑ a. A change has occurred in the purpose(s)of the organization:- ❑ b. A change has occurred in the organization as a result of action taken by one or more regulatory agencies (such as issuance, restriction, or withdrawal of an operating certificate, permit, charter, or similar authorization). ❑ c. A change has occurred in the organization's status with regard to exemption from federal income taxes (such as exempt status has been recognized, denied, or revolted by the Internal Revenue Service, or the Internal Revenue Code classification of exemption has been changed). ❑ STATEMENT OF CHANGE I hereby certify that all of the changes, as listed above,that have occurred since application for exemption was last filed have been noted and the explanations of such changes are true and correct to the best of my knowledge and belief. STATEMENT OF NO CHANGE I her y ce fy that none the changes listed above has occurred since application for exemption was last filed to b my kn dg and beli Signature Title Date 3. Forms filed with th ternal Revenue Service by the organization since application for property tax exemption was last filed(check all applit:able lines): ❑ Form 1023(Application for Recognition of Exemption under Secttion 501 (c)(3)of the Internal Revenue Code) ❑ Form 1024(Application for Recognition of Exemption under Section 501 (a)). ; ❑ Form 990(Return of Organization Exempt from Income Tax under Section 501 (c)of the Internal Revenue Code) ❑ Schedule A. Form 990(Organizations Exempt under Section 501(c)(3)) ❑ Form 990-PF(Return of Private Foundation Exempt from Income Tax) ❑ Form 990-AR(Annual Report of Private Foundation) ❑ Form 990-T(Exempt Organization Business Income Tax Return) ❑ None of these ! (Note:Assessor may request a copy of forms filed) FOR ASSESSOR'S USE Assessing unit County City/Town Village School District I I RIDGE ><><><><>< 26,000 W SYSTEM SIZE AMODEL BENQ- PM250MOO-260 WATT EA., 48.4#/MODULE, 65.00"L x �� � s I FY q yX 39.00W x 1 .57"D 42.6# (2.3#/SF) HOUSE: X XX XXMI SOLAR MODULE ARRAY- I'll'e4.5-1c;i)7 81'•.I 'l �',-', FOR (�E I /'� xi� 111 X11111 I X1XXXXX 00 MODULES TOTAL = �- NG FG�,'"i'l't :D , X, I �?i; F;�U tED C�,I''JC=;:_l E U i FOR, I xix,XXXX �.. ROUGH FF,/A1,,, .0 fA F�. _.. I 3. INSIAr {I�i^1 fir. RNAL - C(1_)1`!r[R C i0N BE CO",,irL'.��F F�',F, C.O. ALL CONS f L'CTIJN S.Ir',LL r ! z T THE I u 1 EIV,ENTS OF THE CODE"OF NE�V , IN, XVZFTT y ` v REQUIR I YORK STATE. ,NOT REC°ONSI" 'E FOR I I I I lU DESIGN OR CONSTRUCTION ROBS. 1 O CO^,`,=` ''( 1`.'I^H ALL COD�S OF NEV,ii " ;1=,1< STf l-E & TOW I ! CODES UNIRAC- AS RE�U; ED ' ' , I I SYSTEM (TYPICAL U t- � RAIL ACROSS EACH D O .,_., CARD ROW OF ENTIRE J m I M_, �- T �s ROOF PITCH 5. 12 _ "A" P,00f MAX, SPAN: 25 FT ARRAY) (Only Two - 1` � Shown for Clarity) LEGEND �- RAFTERS: JOISTS: PHOTOVOILTAIC LU z 2"xG" 24" O.C. (TYP) I Inverter Location W MODULE (TYP) © MSP Main Service Panel LLl lU W. I Roof © SP Sub-panel � AREA 0 UM Utility Meter �`c, n� �f -0„ 4'-s„ ® ACD A/C Disconnect 64 MODULE ARRAY: �-- U. I L L RAFTER`S �` ® B Basement Location (4 STRINGS OF 13 MODULES (n p I STRINGS OF 12 MODULES) 2"x 10" @ 1 G" O.C. (TYP) "B" Roof MSP(20OAmp) L 57'-8" L 1#1(Stor2ge Closet) (Storage Closet) 36 MODULE ARRAY: /- RIDGE 1#2(Storage [to set) -;;, .;� (3 STRINGS OF 12 MODULES) "a i r .:. °- Exterior PVC Conduit :5! P• ✓e., a.!-9.,.r.. .h sl, K^r Yi S.,.• _ .: tea- ';c. �4. g �+w��.� "Ail Roof SOLAR SOLAR DISCONNECT DISCONNE 6[ v. a 11B11 Roof ! fL "o '' e • w, ' A e.' ACD INVERTER ( 1 ) INVERTER ( 1 ) L/ MSP(2ooAmp) FRONIUS IG+ 1 1 .4- 1 FRONlUS IG+ I I .4- I Q W(Utility Room) 1t ...+« .wr�+w+.i?r",' > z FASTENER REQUIREMENTS. I '° `Ap,:. a ' �- ,-� s .ter ,, �. � W TOTAL AFRRAY AREA = 17G3 SF $y ,` ; * a g L U Groundin Grounding J ,..,� . <» ,+w�w .: . t� ' Electrode0 m Electrode = � I WIND LOAD: ASCE 7 (SEE i i _ CALCULA�TONS THIS SHEET O z 3 - AC DISCONNECT I I I AC DISCONNECT L1J U 41 .5 PS'F I FULL BUILDING ROOF FLAN i i - UJ o TOTAL UPLIFT = 41 .5 PSF x SCALE: NTS I i u" I- W ,763 517 - 73, 170 LBS ._J Z x J FASTENER: 0 m o ' SOLARMIOUNT LAG SCREW SPEC 203.2, 8/04: (FLAT WASHERS REQ 48'-7" _ MOUNTING BRACKETS AND HARDWARE MEET OR O W Lo TO BE USED WITH LAG BOLTS) EXCEED NYS CODE REQUIREMENTS FOR THE 0 r LAG BOLT WITHDRAWAL VALUE; 5/ 1 G" DIA. , 2GG LB/IN X 2-IN THREAD DESIGN CRITERIA FOR THE TOWN . �xlsT. POWER PANEL lu DEPTH= 532 LB. CAP. EACH 18 PP _ MIN. NUMBER OF LAG BOLTS REQ. = 73, 170 LBS l 532 LBS/LAG THE ACTUAL IN-FIELD ATTACHMENT TO THE ROOF 3 Q �_ BOLT = II 38 FARTIAL BUILDING ROOF FLAN WILL MEET OR EXCEED NYS RESIDENTIAL CODE o = �- _ 201 O RCNYS REQUIREMENTS. L TOTAL RAIL FEET,= 5 10 RAI L FT / 138 BOLTS = 3'-f3" SCALE: 1 /4" = I '-0" MAXIMUM SPAN BETWEEN MOUNTING FEET BOLTS "X": USE 3'-8" MAX. PHOTOVOLTAIC MODULE ROOF PITCH 5 : 1 2 idge MAX. SPAN : 20 FT III EXIST. METER MOUNTING FOOT W/ M Seal K�v�. ,v, r�, THE PV SYSTEIM HAS BEEN DESIGNED TO MEET THE MINIMUM DESIGN STANDARDS FOR BUTYL RUBBER MEMBRANE Rafter ��' ��J�MG.p/ 0 BUILDING AND OTHER STRUCTURES OF THE ASCE 7-05 RCNYS 2010. BETWEEN FOOT NOTES ROOF SHINGLE OR NO CALK a Wind Load Calculation: FLASHING 3" STANDOFF � 32LL I Roof Span m �' � ASCE 7-05: Partially Enclosed Building Design (Assume Worst Case) 1 • Roof shall have no more than a single layer of MOUNTING FEET PER RESIDENTIAL SYSTEM ONE LINE D I AG RAM (TYF) Low Rise Bu(Idiing; h< =GOft: Mean Height ; h=30ft roof covering in addition to the solar equipment. CODE OF NEW YORK STATE ROOF ^��4659 PENETRATIONS CHAPTER 9 (TYP) ROOF SECTION w-�-, 2• An 1 8 wide clearing (free of solar equipment) gyp) SCALE: NTS I . DirectionalityFactor: Kd per Section G.5 .4.4 (Table G-G): Kd=0.85 RAIL (TYP.) p � SCALE: NTS 2. Importance Factor: per Section G.5.5 , (Table G- I ) Category 11; I = 1 .O shall be provided along at least one side of the MOUNTING FEET POSITIONED RAIL IS DESIGNED AND WARRANTED BY THE roof ridge on the same 51de as the Solar OVER ROOF RAFTER MEMBERS MANUFACTURER FOR LOADS UP TO 50 LBS/SQ. FT. 3. Velocity P're55ure Coefficient: Kh per Section G.5 .G.4 PER MFG'S REQUIREMENTS equipment or on another Side of the ridge that (APPROX. 125 MPH WIND) WHEN INSTALLED AS BUILDING REVIEW NOTE (Exposure Category C per G.5.6 (Table G-3); Kh=0.98 does not have solar equipment on it. In addition, PHOTOVOLTAIC MODULE REQUIRED BY THE MAUNUFACTURER. Date: 4. Topographic Factor: Kzt per Section G.5.7 (Long Island); Kzt= I TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED I -23- 13 an 18 wide pathway (free of solar equipment) DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS 5. Gust Factor: G per G.5.8. 1 , G=0.85 shall be provided from at feast one cave or utter RAIL ( _ NOTE: THE MOUNTING FEET MUST BE ATTACHED TO OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE Scale: AS SHOWN I� GJ OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE G. Exposure Classification: per Section G.5 .9 = 11 THE BUILDING RAFTERS OR FRAMING (NOT JUST THE connect(n to that 18 roof rid e clearing „ „ COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY 15 GUARANTEED 7. Internal Pre55Ure Coefficient: GCpi per Section G.5. 1 I . 1 , Table G-5; GCpi=0.55 g g TALL EFT ROOF DECKING). USE 5/ 1 6 OR 3/8 DIAMETER LAG UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED • .1613'Ai;rnInutr BOLTS AND DRILL PILOT HOLE. FINAL TIGHTENING DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNA1fURE HA5 BEEN # 12259 8. External PrresSure Coefficient: GCpf per Section G.5 . 1 1 .2. I , Figure G- 1 O; 3• In5tallation of solar equipment Shall be -"x" (MAX FOOT SPAN) SHALL BE BY HAND. ALL INSTALLATION PROCEDURES INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S MAX, SPAN BETWEEN SHALL BE PER MANUFACTURER'S REQUIREMENTS. BELIEF AND INFORMATION THE WORK IN THE DOCUMENT I5: GCpf=0.80 flush-mounted, parallel to and no more than MOUNTING FEET - "48" *CONFORMS Sheet No. 9. Velocity P're55ure: qh per Section G.5. 10: G-inches above the Surface of the roof. CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF THE qh=(O.0025G)(Kh)(Kzt)(Kd)(V ^ 2)(1) s ri Modules and panels and any mounting hardware provided *CONFORMSIOWITH REASONABLE STANDARDS OF PRACTICE AIdD WITH VIEW qh=(O.0025G)(0.98)( I )(0.85)( I 20 ^ 2)( I ) 4. Weight of the installed system shall not exceed PHorovoLTAtO MODULE SECTION shall withstand, without evidence of Structural or TO THE SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE more than 5- 5f for hotOVOltaic5 and no more SCALE. NTS mechanical failure, 1 .5 times the deli n load when tested 15 THE RESPONSIBILITY OF THE LICENSEE qh=30.7 p p TOTAL ROOF DEAD LOAD I 0#/SF NOTE: g „ a5 5 ecified below. The de51 n load 15 to be 30 5f 10. Design Wind Load per Section G.5 . 1 2 than G p5f for residential Solar hot water systems. (ROOF) + 2.5#/SF (MODULE) FASTENERS SHALL NEVER EXCEED 48 BETWEEN RAIL p g �' 1 2.5#/SF TOTAL FEET PER MANUFACTURER downward(positive) or upward (negative). All glazing STRUCTURAL STATEMENT >< X 1>< p=gh(GCpf-GCpi) members Shall be Of such strength to withstand these p=30.7(+0.80+0.55) loads. The modules, panels and any mounting hardware THE EXISTING STRUCTURE IS ADEQUATE TO SUPPORT THE NEW LOADS _ RAIL INSTALLATION GUIDELINES MOUNTING BRACKET MATERIALS ARE IMP05ED BY THE PHOTOVOLTAIC MODULE 5Y5TEM INCLUDING UPLIFT t 30,70 •35) shall be factory tested under these loads for a period of SHEAR. THE EXISTING RAFTER 51ZE5 *- DIMENSIONS CONFORM TO BCNYS ! p NON-COMBUSTIBLE IN ACORDANCE WITH RM2301 .2.2 PER MANUFACTURE'S 30 minutes. (Downward * upward forces Shall not be TABLE 2308. 10.3 - RAFTER SPANS p=4 1 .5 psf AND CONSIST OF ALUMINUM L BRACKETS REQUIREMENTS applied simultaneously. I