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HomeMy WebLinkAbout40368-Z }® SufFot�.��� Town of Southold 3/17/2016 ;,a� s P.O.Box 1179 cf,t( 53095 Main Rd 4* 1p 4' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38155 Date: 3/17/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 280 Beebe Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-7-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2015 pursuant to which Building Permit No. 40368 dated 12/23/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ROOF MOUNTED SOLAR PANELS TO AN EXISTING ONE FAMILY DWELLLING, AS APPLIED FOR The certificate is issued to Cassidy,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40368 02-16-2016 PLUMBERS CERTIFICATION DATED 7c1}J`-- ) Authorized Signature fO�gu��oa„ ' ” TOWN OF SOUTHOLD � �COG� � BUILDING DEPARTMENT o TOWN CLERK'S OFFICE -, 'I SOUTHOLD, NY t -4 *. ao., 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#: 40368 Date: 12/23/2015 Permission is hereby granted to: Cassidy, Thomas 280 Beebe Dr Cutchogue, NY 11935 To: Install roof-mounted solar panels on existing single family dwelling as applied for with flood permit. At premises located at: 280 Beebe Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-7-2 Pursuant to application dated 12/4/2015 and approved by the Building Inspector. To expire on 6/23/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Flood Permit $100.00 Total: $300.00 B(a . spector Form No.6 1,, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 1` APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: <i! 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 l%o,dead. 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: I. Accurate survey of property showing all property lines,streets, building and unusual natural or topograiihic 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$15.00 Date. New Construction: jj Old or Pre-existing Building: (check one) Location of Property: cvO b�be. C at House No. Street Hamlet Owner or Owners of Property: -pRDTo3 ests l al,\ Suffolk County Tax Map No 1000, Section Block '1 Lot Subdivision Filed Map. Lot: Permit No. !0%g Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) , , Fee Submitted:$_451) 'fib Applicant Signature ,,,„iii���� 'e,,i0 0 SO(jjj Town Hall Annex �tI ~o l®* itTelephone(631)765-1802 54375 Main Road % Fax(631)765-9502 P.O.Box 1179 % G Q A�� Southold,NY 11971-0959 ; ®l� .4;3,�� roper.richert(a�town.southold.ny.us = COUNT`I,�o• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Cassidy Address: 280 Beebe Drive City: Cutchogue St: New York Zip: 11935 Building Permit#: 40368 Section: 97 Block: 7 Lot. 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eastern Energy Systems License No: 52689-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors - Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors - Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment' 11.655 KW Roof Mounted Photovoltaic System to Include, 37--LG 315 Panels and 2-SE-5000 Inverters Notes' Inspector Signature: 7 _ 9 - e. - Date: February 16, 2016 Electrical 81 Compliance Form.xls LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 - (631)543-2953•fax(631)543-1526 Cell.631-747-7495 E-mail:Ics4daol.com ECOINM Saturday, February 13, 2016 MAR 1 5 2016 Town of Southold Building Department Town Hall Annex Building BUILDING DEPT. 54375 Route 25 TOWN OF SOUTHOLD P. O. Box 1179 Southold, New York 11971 Re: Certification Letter-Thirty Seven (37)315 W P.V. Roof Top Solar Panel Array, 11.655 kW Total Output,for Cassidy Residence—280 Beebe Drive Cutchoque, New York 11935 I have reviewed the solar energy system installation in the subject topic on 01/30/2016. The units have been installed in accordance with the manufacturer's installation instructions and the construction drawings approved by the Building Department of the Town of Southold. The solar panel installation is in compliance with the requirements of the 2010 Residential Code of New York State,ASCE-05 and N. F. P.A. Standard 70"The National Electrical Code." Markings in accordance with Section 690.53 of the National Electrical Code are provided. To my best belief and knowledge, the work in this document is accurate, conforms with the governing codes and standards 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. Sincerely, / Luigi Claudio Sciandra Professional Engineer q g . o NEIN �PYO 5 JG scikvoi�f- v ln�s�`O 060930 e- AROFEssior+PL FIELD INSPECTION 1 ?GES DATE _ t. .. S • FOUNDATION(1ST) rimmimionimm:0, FO'UrIDAT20N(2ND) •--�-11111111 to ROUGH Fact& ..-- — • •• ‘ PLUMBING ---.— . 'qZ • 8 11111111 i 1 11111111 TN> ULATION PES.N,Y. ' H STATE ENERGY COB FINAL • 'ktaki•'4A.:^7iivi9V7 ts . • '• .. • ' D .., . , , . 3-ds- . _�.'I ` . . - : i 4 O . 00 • _ - . . - • . [� •• • b • 7 : • ' P TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST , BUILDING DEPARTMENT Do you have or need the following.before applying? ' TOWN HALL Board of Health ", , SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 ��i g � Planning Board approvalFAX:(631)765-9502 l/LJ„ Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NYSDE.0 _ Trustees f Flood Permit Examined 1 27(:_.c7:-- �, 11 I I Storm-Water Assessment Form , t. . ' I' Contact: g, ` 1/v1 I,,n'' 'a C (� Approved ! 1, 1 i 1 Marl to LL{Jk-1 f 1'`evi ,++ .. `B'L`S k Ims Disapproved a/c 11 , i DEC 4 2015 ,°, �t--tc_ , ex r`� foi1L_ i Phone / I— I 1—/ rr, Erpirauon � J --- I _ III ,: , 1,, , ". ,,, '__` 1 Building Ins r ,, APPLICATION FOR BUILDING PERMIT Date .20 ', INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4, sets of plans,accurate plot plan to scale Fee according to schedule b Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c.The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I 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 foi 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,arid to admit authonzed inspectors on premises and in building for necessary inspections (Signature of applicant or name.if a corporation) , 14'7 0 .SOUx/r\a Ai I`II�C�— i--IAA— (Mailing address ofappli/ant) 11' ) State whether applicant is owner,lessee,agent.architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 1 t <OvYC . QuAJl 4 (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 Lt3.*CJq- H Plumbers License No. Electricians License No 5,RL k 0j•- me' Other Trade's License No. 1. Location of landon w. ich pro used work will,be on ei «gyp e e.oe 0I I ( ,hO5Me- � i 1 i 535 House Number Street Hamlet County Tax Map No. 1000 Section 1 I Block 1 Lot Subdivision Filed Map No. Lot ',rt 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy s b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration i Repair Removal Demolition Other Work , (Description) 4. Estimated Cost Fee '"'" (To be paid on filing this application) ,,,,;,'�s 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 " ii'I,' Height Number of Stories Dimensions of same structure with alterations or additions. Front Rear Depth Height Number of Stories 4 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 NO 13.Will lot be re-graded?YES NOn Willllexcess till �b�e,,removed from premiss?YES NO ' c 14.Names of Owner of pr-ehoas.S �` .SS 1`1 Addrree�. v beC.. /I( "(4-1-'1"�`� e - 73��o d'rq k Name of Architect L-A SC i ry,n a" \,Addre s 4t k i p % �`(S 3 Name of Contractora4 rn core e'c j. S*1lt S ldress a(.-iU t�l,te, A,E¢one No r 3 - ' II oLi nui-}kGIC �`i 15 a.Is this property within 100 feet of a tidal wetland or a freshwater w et and?*YE NO * 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 i *IF YES.D E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale.with accurate foundation plan and distances to property lines. Z c 0 17 If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 3 Q 54. 18.Are there any covenants and restrictions with respect to this property?* YES NO rs G c *IF YES.PROVIDE A COPY. a a o .13r- 0 m STATE OF NEW YORK) l H ,y SS a c A a se COUNTY OF Jou Lac(I� o P OE g , ® -�(PiN e \AA not_, being duly sworn,deposes and says that(s)he is the applicant - G A z 2 ,a t (Name of individual sigmn�contract)above named, we Z y en U 0oic Y W (S)He is the C 0°y1 (; o K 0 et 4 Q ,,, (Contractor,Agent,Corporate Officer,etc) en P2 n . ci W of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, \` a that all statements contained in this application are true to the best of his knowledge and belief.and that the work will be •o performed in the manner set forth in the application filed therewith ti Sworn to before me this •� -A d day of 1)�•c7.1'- 20 /5 2 - , a iL) ���' . ?C rvt� '/�/ ��%'� , .- Notary Public Signature ofApplicant ' t 1, eaufire '��o �gUFF6 Scott A. Russell .... ST (0)RMW.A\r1. lT]ER SUPERVIS®R ... , _ MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 411. m " l 53095 Main Road-SOUTHOLD,NEW YORK 11971 ? ti ./�; Town of outjZ'oll� op CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET,-'; ( TO BE COMPLETED BY THE APPLICANT ) '_' ,'. DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: °',;'' ICHLCK ALL THAI APPLI'I Yes No 012/A. Clearing, grubbing, grading or stripping of land which affects more: ' than 5,000 square feet of ground surface. , , ,; ❑CB. Excavation or filling involving more than 200 cubic yards of material 08/ within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to ❑li100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal:, erosion hazard area. " '; ❑[ E. Site preparation within the one-hundred-year floodplain as depicted ,, on FIRM Map of any watercourse. ' 0 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management , Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above. STOP! Complete the Applicant section below with your Name, Signature, Contact Information. Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan , and a completed Check List Form to the Building Department with your Building Permit Application. -= _ _ S�:I NI 1000 Det: APPLICANT_(P.ropntO��no! De-ignProfr,innal Agent Ci•ntizctot ()rim Drviet NANIE ----ton 6lod. Lel l - z,j77,,IZ 11 '*- F* ' FOR BUILDI'N DEPARTMENT U'�C ON[, } ` \.( Contact Information ' Cl 1-to-r4 Re\lei\ed By: Date ia—L{- ,5 ' ;, Property Adclret.s/ Location of Construct inn Workf 0 -bec,v e. 'V Appmvert mot pioces,ing Building Pelmet ( (`n (� VV��11 Stotm\\ate! Management Control Plan Not Requited. v 'lr`r 1i CpC 1 n Stotmo',ater Management Control Plan is Requited 1 LJ (Foe\\aid to Engineelrug Depattment fot Re\fen ) FORM t SNICP-TOS MAY 2014 ' } i AOF& 0 ,,' �O , I" , , �O ., ,' 1 ; Town Hall Annex * • ' *1 Telephone(631)76.5-1802 ''' 54375 Main Road • ` ¢/� I. (681}765-95 P.O.Box 1179 ; G , i �� rogerxichertdown.soutnol�.ny.us Southold,NY 11971-0959 4 �Oof i O BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 APPLICATION FOR ELECTRICAL INSPECTION ,, , • -REQUESTED BY: 3U, y- j e_ R 1 nn I(K Date: Company Name: EuS r('tsy 5�SS , • Name: J Cif i/1 I a itit 1 n i LK._ License No.: 5c2(449-m Address: 1 .-1-0 S ()P\JL :Pie- - Ill.a-ff i l v_Ct - .Phone No.: (f - I-ICI - N ' JOBSITE INFORMATION: (*Indicates required information) *Name: -I\1n MIS C_, c , *Address: R&D doe. i) *Cross Street: CiII-Vr,ln0�v� r\ _/ t�► 3i� *Phone No.: (Q 31- '1 4- 4 „ Permit No.: 3(OS ' Tax•Map District: 1000 Section: q---1 Block: -7 Lot: ,,) _. - *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Log 'PADUA 61 s 010-.7 ane (( • • (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final . *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) s *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ' ' *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION , ae_i ,zed , dec : FI-779 f 82-Request for Inspection Form 1 ^1, A 1. CONSENT TO INSPECTION t.iY J 1175 C,l1_CA , the undersigned, do(es) hereby statet:, Owner(s)Name(s) That the undersigned (is) arre))the o er(s) of the prretpis s in the��own of i' Southold, located at aUo be, ` , v which is shown and designated on the Suffolk County Tax Map as District 1000, Section 'k , Block _, Lot That the undersigned(has) (have) filed, or cause to be filed, an application in the; Southold Townuilding Inspector's Office f r the following: 5 o�c� he l i ( t-c I I ; That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with` respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. ,r The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may! be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. aueDated: i I /e2.--/247/) homaS i u(e - k 1 V (Print Name) (Signature) (Print Name) 4 LD2( • � r APPLICATION PAGE I o( 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate_ SECTION 1: GENERAL PROVISIONS (APPLICANT to read and sign): I. No work may start until a permit is issued. 2The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. c� (APPLICANT'S Sfi.. tATURE) DATE / SECTION 2: PROPOSED DELOPMENT{To be completed by APPLICANT) NAMEpp ADDRESS �� TELEPHONE APPLICANT a 1 tm i nn IL4 .-So k�� � , K 1- oD T`/ BUILDER_ ► (p � 1 15�(� UgSTV a��� 10 S u �. Pt 1. �� ■ 0/ ENGINEER lA VSi tat-164A w e.U\0 11 1 i a"1S PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. 48° �eC-bt �(, C U.( �hO kri y FDP(93) APPLICATION -- PAGE 2 Of DESCRIPTION OF WORK (Check all applicable boxes)• A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O New Structure 5/Residential (1-4 Family) ❑Addition 0 Residential (More than 4 Family) 5/Alteration 0 Non-residential (Floodproolutg? 0 Yes) , ❑ Relocation 0 Combined Use (Residential Si. Commercial) ❑ Demolition • P Cl Manufactured (Mobile) Home (In Manu- O Replacement factured Home,Park? 0 Yes) ESTIMATED COST OF PROJECTS 4 DUO B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill 0 Mining 0 Drilling 0 Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) 0 Drainage Improvements (Including Culvert Work) o Road,Street or$ridge Construction • ❑Subdivision (New or Expansion) _ ❑ Individual Witer or Seer System bL`,1e`S - o O Other (Please Spec!y)• - 5 0l After completing SECTION 2 APPLICAM T should submit form to Local Administrator for review_ SECTION 3: FLOODPLAIN Dh1t,RMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application - review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 0 Is located in a Special Flood Hazard Arca. FIRM zone designation is • 100-Year flood elevation at the site is: Ft. NGVD (MSL) 0 Unavailable O The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions SIGNED DATE APPLICATION rr. PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed• ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the first floor,details of floodprooftng of utilities located below the first floor and details of enclosures below the first floor. Also, ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres.whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plats showing the extent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL). ❑ Fioodproofmg protection level (non-residential only) Ft.'NGVD (MSL). For flood�proofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification'from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting-4-his finding must also be submitted. ❑ Other: SECTION 5: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATORI I have determined that the proposed activity.A.0 Is B.i? Is not • in conformance with provisions of Local Law # , 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. Jr BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a PAGE aOF4 APPEALS Appealed to Board of Appeals? 0 Yes 0 No Hearing date- Appeals Board Decision --- Approved/ 0 Yes 0 No Conditions SECTION 6. AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. " Actual (As-Built) Elevation of floodproofwg protection is FT. NGVD (MSL)_ NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY • DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO E •N :: ERTIFI ATE •F •MPLIAN E . .e c.m leted . • _ ADMINI RA •R Certificate of Compliance issued: DATE BY: . TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND • - THE LOCAL ADMINISTRATOR IS TO COMPLP.1-E A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 , AS MODIFIED BY VARIANCE # , DATED . SIGNED: DATED: C/C(93) Attachment B 't SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area 'is'4 pF SO(/jyo, Town Hall Annex . Telephone(631)765-1802 54375 Main Road k tFax(631)765-9502 P.O.Box 1179 . /en Q � Southold,NY 11971-0959 '1 couhrr wv,, March 1, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Eastern Energy Systems 7470 Sound Ave Mattituck NY 11952 Re: Cassidy, 280 Beebe Dr, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Certification required from an architect or engineer stating the panels were installed to the roof per NYS Building Code Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40368 - Solar Panels 1 /600 — %,�_ _ TOWN OF SOUThOL® 640PERTY RECORD CARD 7 /V—/o OWNER STREET 0 VILLAGE DISTRICT SUB. LOT IV c,Z 1-h2 v inac S J• , -6,2rrna.-; z . --�: CI7AlcteiSe-C6/e.. ,o. .,c6.4,e FORMER OWNE N E ACREAGE A 77 4.6iK . / , , S W TYPE OF BUILDING RES.eI/0v\I SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS j- Alrad'? fob�D�� Ui,./�.,/,4,' Rec e A /goz, ,to 2 f Tet),,:q�/rAf ,,,.�6---T - ,-7_E--6 �41 (, /6 I " . �4?.i / /4t. 94 /7 2- RJ 1Tet)„:(�r dWE//ivC'c' ,i�i©00 v --d C9 4 6 t/ � 4% iiia `ii/F( .,e. ' //-3�; Ocee 1,Aly /. / e er�t 1'7�r y�, �� .C`. 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'. * i•Z t'' '. 41-Oak ,.,•Ilk"' / 0.•- 4 -, . -91• . -;- . . • 0 2015 Google ' 4 oosle e". . . . . .. - _. • ' \ Go:isle earth feet 100 meters '50 ------"N EASTEI0 OP ID:SV ARI CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 16........---- 07/17/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Neefus-Stype Agency,Inc. PHONE A.JOSeph Stepnoski Fax 711 Union Avenue (A m.No,Ems):631-722-3500 (A/C,No):631-722-3591 P.O.Box 2340 DRss:jstepnoski@nsainsure.com Aquebogue,NY 11931-2340 A.Joseph Stepnoski INSURERS)AFFORDING COVERAGE NAIC# INSURER A:Excelsior Insurance Company 11045 INSURED Eastern Energy Systems,Inc INSURER B: Keil Peterson 7470 Sound Ave INSURER C: Mattituck,NY 11952 INSURER D: INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR RTYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER (MMIDD/YYYY) (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CBP706697907/14/2015 07/14/2016 DAMAGE TO RtN i HD 10 000 PREMISES(Ea occurrence) $ MED EXP(Any one person) _ $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY JET LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILYINJURY(Per accident) $ AUTOS AUTOS ( NON-OWNED PROPERTY DAMAGE HIRED AUTOS _AUTOS (Per accident) $ $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? n N/A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 a. H ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD NYSI o 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 204209085 EASTERN ENERGY SYSTEMS INC 7470 SOUND AVENUE MATTITUCK NY 11952 POLICYHOLDER CERTIFICATE HOLDER EASTERN ENERGY SYSTEMS INC TOWN OF SOUTHOLD 7470 SOUND AVENUE 54375 MAIN RD. MATTITUCK NY 11952 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11455 663-3 818522 06/08/2015 TO 06/08/2016 6/3/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1455 663-3 UNTIL 06/08/2016, 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 06/08/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMIE J MINNICK PRESIDENT OF EASTERN ENERGY SYSTEMS INC (A ONE PERSON CORP) 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 eill-"t -)4(\joe"e— DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:750453194 U-26.3 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured EASTERN ENERGY SYSTEMS INC. 631-807-6515 1c.NYS Unemployment Insurance Employer Registration Number of Insured 7470 SOUND AVENUE 1d.Federal Employer Identification Number of Insured MATTITUCK, NY 11952 or Social Security Number 204209085 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box"1a": TOWN OF SOUTHOLD DBL254520 54375 MAIN RD. 3c.Policy effective period: PO BOX 1179 06/07/2014 to 06/06/2016 SOUTHOLD, NY 11971 4.Policy covers: a. Z All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 6/3/2015 By /111 (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box"4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) ,y OIC ELECTRICAL A.L INSPECTION REQUIRED APPROVED AS NOTED DATE: C2 ,`s # cpg FEE:., BY: . .�� NOTIFY BUILDING DEPARTSAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -SOVINOt-6T A �LY.S.DEC RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OCCUPANCY OR OF THE TOWN CODE. USE IS,UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY i . 4 - LUIGI CLAUDIO SCIANDRA, P.E. 5 Wesleyan Court• Smithtown, NY 11787-3011 • (631)543-2953•fax(631)543-1526 E-mail:Ics4d@aol.com Saturday, November 28, 2015 Eastern Energy Systems 7470 Sound Avenue Mattituck, New York 11952 Tel. 631-779-4004 Attn.: Mr. Mike Lawton Engineer/Project Manager Re: Thirty Seven (37)315 W P.V. Roof Top Solar Panel Array, 11.655 kW Total Output,for Cassidy Residence—280 Beebe Drive Cutchoque, New York 11935 Dear Mr. Lawton: Pursuant to your request, I have reviewed the following information regarding the subject roof top solar panel array: • Cover Sheet with Site Visit/Verification prepared by E2Sys representative identifying specific site information including size and spacing of rafters for the existing roof. • Design'drawings of the proposed system to include site plan, roof plan, mounting details for the solar panels.This information was prepared by E2Sys and will be utilized for approval by the Town of Southold and for construction of the proposed system. Based on the above documentation, I have evaluated the structural capacity of the existing system to support the additional loads imposed by the solar panel arrays and offer the following comments: The existing roof type is provided with asphalt shingles, '/"plywood decking,2"-x8"Douglas Fir rafters at 16" on center, 2"x8" Douglas Fir ceiling joists at 16" on center, 2"x4" Douglas Fir collar ties at 48" on center, with 22° roof pitch for array#1. Our review of the photos of the exterior roof indicates no signs of settlement or misalignment caused by overstressed underlying structural members. Structural Analysis: The structural analysis has been carried out using the following design criteria: Design wind speed (3 sec. gust): 120 mph Ground snow load: 20 lbs/sq. ft. Solar Array# 1, Dead Load: 2.6 lbs/sq. ft. 1 Total Weight of Array#1: 1722.60 lbs The above values are within acceptable limits of recognized industry standards for similar structures.The structural analysis, performed for the existing structure and for the solar panel arrays, utilizing the above design loads, indicates that the existing roof rafters will be able to supports the additional panel weight without damage, if installed correctly. The onsite inspection and the photographs show that the roof framing is in good conditions. However, the dwelling owners are to be made aware that long term build up of heavy snow conditions may produce deflections in the roof structure. If any deflection is noticed, than it is recommended that the solar panels be cleared of accumulated snow more than one (1)foot deep over a period of one week. If no deflections are visible under any snow loading over a period of time, then there is no need to clear the solar panels. Based on the above evaluation, it is the opinion of the undersigned professional engineer,that with appropriate solar panel anchors being utilized,the roof system will adequately support the additional loading imposed by the solar panel arrays. This evaluation is in conformance with the 2010 Residential Code of New York State,the 2001 Wood Frame,construction Manual, SEI/ASCE 7 "Minimum Design Loads for Buildings and Other Structures", current industry standards and practice and based on documentation and data supplied by E2Sys at the time of this report. Should you have any questions regarding the above or if you require additional information,do not hesitate to contact me. Sincerely, igi Claudio Scian ra, P. E. s of NEw C1 5C J`6\G.SCLq,0 4- v 0 ysco 060 6A 0S,o� 41RC)FEssio 2 s . ' gmSingle Phase Inverters for North America SolarIlir .i. '..i` SE3000A-US / SE3800A-US/ SE5000A-US/ SE6000A-US SE3000A-US SE3800A-US SE5000A-US SE6000A-US : i OUTPUT Rated AC Power Output I 3000 3800 I 5000 I 6000 I....Yt: Max.AC Power Output 3300 3800 5200 @ 208V /5500 9240V,277V I 6000 VA AC Output Voltage Min.-Nom.-Max.* 1 - 1 183-208-229 Vac - AC Output Voltage Min.-Nom-Max.* : / / I ../ 211-240-264 Vac AC Output Voltage Min.-Nom-Max.* - _ 1 .1 244-277-294 Vac AC Frequency Min.-Nom-Max.* I 5 .3-60-60 5(with HI country setting 57-60-60.5) Hz 25 @ 208V/ 16 @ 208V/ 25 @ 240V/ Max.Continuous Output Current 16 @ 240V 23 @ 240V/ A 14 @ 240V 22 @ 277V 20 9 277V GFDI I 1 I A Utility Monitoring,Islanding Protection, Yes Country Configurable Thresholds INPUT I Recommended Max.DC Power**(STC) I 3750 I 4750 I 6250 I 7500 I W Transformer-less,Ungrounded I Yes Max.Input Voltage 500 I Vdc Nom.DC Input Voltage 325 @ 208V/350 @ 240V/400 @ 277V I Vdc Max.Input Current I 11 I 11.5 I 18 I 18 I Adc Reverse-Polarity Protection I Yes Ground-Fault Isolation Detection I 600kKi Sensitivity Maximum Inverter Efficiency I 97.8 I 97 7 I 98.3 I 98.3 I 1 97.5 @ 208V/ 1 97.5 @ 240V/ CEC Weighted Efficiency 97.5 98 i % I 98240V,277V 98 9 277V Nighttime Power Consumption I <2.5 I W 'ADDITIONAL FEATURES ' I Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) STANDARD COMPLIANCE ' 1 Safety I UL1741e UL1699B(Part numbers ending in"-U"),UL1998,CSA 22 2 Grid Connection Standards I 1EEE1547 Emissions FCC part15 class B INSTALLATIONSPECIFICATIONS I , AC output conduit size/AWG range I 3/4"minimum/24-6 AWG DC input conduit size/#of strings/ 3/4"minimum/1-2 strings/24-6 AWG AWG range Dimensions with AC/DC Safety Switch 30.5 x 12.5 x 7/775 x 315 x 172 30.5 x 12.5 x 7.5/775 x 315 x 191 in/mm (HxWxD) Weight with AC/DC Safety Switch 51 2/23.2 I 54 7/24.7 I lb/kg Cooling , Natural Convection Noise I <50 I dBA Min.-Max.Operating Temperature -13 to+140/-25 to+60(CAN version***-40 to+60) *FrC RangeI Protection Rating NEMA 3R For other regional settings please contact SolarEdge support "Limited to 125%for locations where the yearly average high temperature is above 770F/259C.For detailed information,refer to http//wwwsolaredge us/files/pdfshnverter do oversizing guide pdf ""CAN P/Ns are eligible for the Ontario FIT and microFIT . , - -- , 1 i , . 1 I . I „ i l' ;I 11 I. ii , .51::1 1 I 1 •I' Ir 1 I . gj a • vic.osunn,Tz.fc Ro lis 11 1 4 I . „ , ,--. , . •- 3 . 1 '''' I. .. ..-; A I ' :I ill° ! 1 1 , . , I ,, ., t,k• „4 . '' 1 11 Ill IH' • ' e I 1 ' { • i i $ , • , i•,:, , .,. , I . Et 1 dE 1.0Solarpge TechnologreIno,All rights rpery d;S, LAIREDGE.t e Star dge logo,OPTIMIZED BY SOWED are itadestarksor:rvg spry Baclapiarks of SO, 4E,Technologies,In .All othei,,trademarks mentioned herein , .-, Rre t de,arirs4 thpir reMect!va.oVers.Date:10/201.3.y.o,i..§ubject tp change Without notice. • . E •. 1: I'll .ti. 14 4.'• ili 'i Il ' ' i _ .._' ___ _ 0.' i : ..x..'11:. to'. :I'.1' c ) 't• 1 ' 'TA I, - It.i i i 1 i i'Yif F ', ' ' 'P, 'P , .I 1 n I,r mi. J'crD r1 11,'1' t i, elk'''l I e;v iz, 1 I �t I 1:,,li, ., 'if SO lar‘ - ® All 11` ` ��� ii< ! r ,,i,�Itf1r><IJII 1 1 ,1 � li '11i { I{�, ,, ;'i, ' 1 I I41= • 1 1 A 11 ;t°y,1F, I .('1 11 ' I Ii):'il/' ��i,r i� j' I 1 pit�I'I SolarEdge Single Phase Inverters , I I ' ,, � . 9 9 1, 4-i �� evil.. 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'�i' �if'� '''-'J II _ ��i� I � 11� wtl�l�P i 1�1 rl .'I1 I Il'l��li��1!rryr i,i� I1 , �Af ,J r� 41,, a ., 1y14,,L ft ,Y,. } l ir1 ILII�{�I�IIt' 1 ,,, 1, , i . . Y) i 7 4�Er{�, tib I t f T,?, f "` 1 1 + ..l I].. ' ii PL'� i till 121,V.I.., 1 1I ;� A yI - ..,,>_- -;�,_ - i ,,J s 1 „4,,,} 1 II , ,I I , g,'} I I d 10,,,"1 I (. 1 '14, � I ill„ JI ,,,4.r ti ' } ') ' Il inti , �l � i r { I t1 I h - i^y 11, 'If1i a I,l if'.1l °r i I� Y 1,. 6 1 Ii i�11,10,L,1 . I''1 `r1 i if Y 1 ' 1 -1� Ii, 1,4 ,, .�1, ¢ 'I •IYt I I 1, '-- - ` t1 ,. 1 (iii.� 7 i1i I , r�I 7ar ,i4i 4q., i °I, 1 ' y y ,' � 1 a t 1 ,1 1,,l 4,,I ,I.'I.. II t 11 11�f .` 1� 11; 1 1I} r 1 i,,it 'g1i,i„ 1 P u 1 I I i1 l 111. 1 I''• 1 ;I I I � 1 M i cFIiy I , , 11,, , t1V. f 1 iI 'IFN Ip. S) ,I tiiJ ( ' t ( !t1f �i Ic . I I ' � il,.. 1114r"1"‘,1,1', i1 ,, 'vV'r t,w' f 11 , ,' e R r , The best choice for SolarEdge enabiled systems —• Integrated arc fault protection(Type 1)for NEC 2011 690.11 compliance(part numbers ending in"-U")'d . 'f, , Il — Superior efficiency(98%)', 1 - it 1 — Small,lightweight and easy to install on provided bracket , ' ' ", •— Built-in module-level monitoring — Internet connection through Ethernet or Wireless I . i — Outdoor and indoor installation - • ! Fixed voltage inverter,DC/AC conversion only d, — Pre-assembled AC/DC Safety Switch for faster installation ,•, " d USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us LG NeO 2 `0;345111 c-G,4; Mechanical.Properties Electrical Properties(STC*) cats— - 6 x10 Module Type 315 W Cell Vendor LG MPP Voltage(Vmpp) 33 2 Cell Type Monocrystalhne I N-type MPP Current(Impp) 9 50 Cell Dimensions 156 75 x 156 75 mm/6 inches Open Circuit Voltage(Voc) 40.6 a of Busbar ' 12(Multi Wire Bustler)Si' Short Circuit Current(1st) 10 02 Dimensions(L x W x H) 1640 x 1000 x 40 mm Module Efficiency(%) 19 2- 64 57 x 39 37 x 1 57 inch - Operating Temperature(°C) -40- 90 Front Load 6000 Pa/125 psf Maximum System Voltage(V) 1000 Rear Load 5400 Pa/113 psf C1 Maximum Series Fuse Rating(A) 20 Weight17.0,±0 5 kg/37 48 x 1 1 lbs Power Tolerance(%) 0-+3 _ Connector Type MC4,MC4 Compatible,P67 ' •STC(StSMard TeseCanthaon;trraderxe 1000wm:'Modu:e Temperature 25•C,AM 1$ Junction Box IP67 with 3 Bypass Diodes 'The namepUtepower output 6meaouredaro deterrrFrn;byiGelectmrucsatassole and abseutechscretton •The typical change.o module eff¢enc)at 200 Wm'n relnor to 1000'My'n-2 0% Length of Cables 2 x 1000 min/2 x 39 37 inch Glass High Transmission Tempered Glass Frame Anodized Aluminum Electrical Properties(NOCT*) Module Type 315 W Certifications-and Warranty Maximum Power(Pmax) 230 Certifications 'EC 61215,IEC 661730-'/-2 MPP Voltage(Vmpp) 30.4 - IEC 62716(AenmoniaTest) MPP Current(Impp) _ 7 58 IEC 61701(Salt Mist Corrosion Test) Open Circuit Voltage(Voc) 37 9 ISO 9001 Short Circuit Current(1st) 8 08 J L 1703 •NOCT(Nom.nat Optztng Coq Temperature)I•radonie 65$W.e-.arm ert timpete.oe 20'C turd spneo 1 INA Module Fire Performance(USA) Type 2(UL 1703) Fire Rating(for CANADA) Class C(ULC/ORD C1703) Dimensions(mm/in) Product Warranty 12 year 0 sa,o IMO Output Warranty of Pmax _ Linear warranty-0 •t;1st ea-53%2)After 2nd year 06%.p onnval dcgmdavor,3)83 6%`or 25 years Temperature Characteristics ipla T5J.wii 3� rl 0 l�� NOCT 46±3°C ''' ht1li Pmpp _ 038!/°C 4.109 wd 0.....1 I' °...,, Voc _ -0 28%/`C Ise 0 03%/'C _ _ I 1�........w Characteristic Curves µ.. N " ,anal town /1 I\ .•,,mss, f e ;ary. W / .\ ChOIDO II 600 600w •..-.r.,v..1 \\ I a 4011^l 7 00 ti 3 000 s0-J 10'00 15A0 :000 25'00 3000 3500 90 Oh 95 so '�\ le :^ a` a S ' °a. -f S- a-s :40 —_ f I "6 Z i t. ' a ��� Fs i ICO CO r1 „ --.1till ISI ` i mol it _I I I I -ca ,r v 25 69 's ea •The dxtance between Use cer.er of the rrcuntrntjtarttArrldrng halos t 6 LG Nortr America Solar cis-ness Teary, Product specifications are sublect to mange without nonce 1T - LG'elearomcsUSA Inc 0s-N2-60-C-G-F-EN-50077 tires Good 1000 Sy.van A,e Englewood Offs,I%07632 Copyright©2015 LG Electronics All rights reserved Innovation fora Setter Ltfe Contact lgsolar�7n:getom 01/04/2015 r wmwlgsolarusa corn ' 7Itt1Rk _ . t ,.t , ' Pn II li ett1 1 1,.46 Innouation fof- , Life's Good ,r l,i'�'l1 1 a.Bette Li f g f r l "1Pei 'ill . .1 1.l ,l 1i • s 6 ;I � a-1 . -' ,-.rte—1_ -:'.."-_- -----41.."-f_ .t _ :-' r _� it - f` - -- I - t _ j ,'1 1 LG's new module,LG NeON'r"2,adopts Cello technology Cello technology replaces 3 busbars with 12 thin wires �� .PPROVEDPRODtC, LO enhance power output and reliability LG NeONT'°2 V { t c demonstrates LG's efforts to Increase customer's values i D E i ( c aS <c5,. S. �" beyond efficiency It features enhanced warranty,durability, Intertek I X1,1561573 05156 215 performance under real environment,and aesthetic PFrwa'ca.•tcEaet design suitable For roofs s Enhanced Performance Warranty VO High Power Output LGNeo+U""Zhasanenhancedperformancewar anty MIN- Compared with previous models,the LG NeON"'2 ..' I, The annual degradation has fallen from-0.7%/yr to has been designed to significantly enhance its output -0.6%/yr Even after 25 years,the cell guarantees 2 4%p efficiency,thereby making it efficient even in limited space mere output than the previous LG NeONr"modules Aesthetic Roof C) Outstanding Durability LG NEON"'2 has been designed with aestnetics in mind, e 11VIth its newly reinforced frame design,LG has extended thinner wires that appear all black at a distance 4�111 the warranty of the LG NeON""2 for an additional The product may help increase the value of 2 years Additionally,LG NeON"°'2 can endure a front a property with its modern design load up to 6000 Pa,and a rear load up to 5400 Pa - Better Performance on a Sunny Day Double-Sided, Cell Structure ® ° ® LG is 2 row performs better on sunny days thanks r- The rear of the cell used In LG NeON"'2 wilt contribute to J(���� to Its improved temperature coefficiency IN generation,just like the fronr,the light beam reflected from R 9 the rear of the module is reabsorbed to generate a great amount of additional power f About LG Electronics LG Electronics is a glnhal player win as been committed to rrpandmg.s cap.tc ty eased on sclar one-gy bur'nest-as is Future gvvth erg nu We emb:r,ed on a sola-energy source research prog am in 1935,supported by LG Groups non er perience in,erni-cenduc.or LCD chemistry,and materials industry We surcessfuliv released the irst Mona x0 series to the corset in 2010,which wen-e•pur ted to 32 countries in the Following 2 years,ne-eat ter In 2012 LO Neer\l''tprctrously I,no,+n as Mono X"'NeON)mon"Inlersclar award';which proved LG is die leader of innovation in the industry IronRidge _ Jutie 16,2014 - _ IronRidge - .Itme 16,2014 Mr.Dat Id F.Taggart Page 7 of 16 Mr.David F.Taggart Page 11 of 11 dronRidge XRIO Rail,Roof Flush Mounting System—Structural Analysts IronRidge XRIO Rail,R pfflush Mounting System—Suucturll Anal}ais Table 6-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 3 Notes—Tabulated values ate based on the following c]ite]i,l: XR10 Wind Ground Snow Load Rail Speed' 1 Building mean woof height=30 n Exposure mph 0 psf 10 20 30 40 50 60 70 BO 90 3 Rask Category I - psf psf psf psf psf psf psi psi psf 3 Solar module long dimension=67 5 in 100 _ 59, _59' 55 49 43 39 35 ' 33 31 29 4 Piovale 2 in cleat between tool and rail 105 56 56' 55 49 43 39 35 33 31 29 5. Did cantilever spat(max)=0 40 x maximum span from above tables 110 54 54 54 49 43 _39 35 33 31 29 6. No tail splices in end spans Category 120 49 49 49 49 43 39- 35 33 31 29 7. No tail splices in middle 1/3 of tntenot spans B 130 46 46 46 46 43 39 35 33 31 29 8. Single simple span(s) Spans listed in the tables abtive may be multiplied by 1.05 Bar 140 42 42 42 42 42 39 35 33 31 29_ continuous tails of 3 or more spans. 150 40 40. 40 40 40 39 35 33 31 29 160 37 37 37 37 37. 37 35 33 31 29 , 170 35 35 35 35 35 35 1 35 33 31 29 Out analysis assumes that the tails,including the connections and assocualed hatdtvare.sue installed 100 50 50 50 49 43 39 35 33 31 29 in a norkmanlike mantic]in accntdunce Asith the''1ronRadge Roof Mount Installation Manual"by 105 48 48 48 48 43 39 35 33 31 29 1tonitdge and generally accepted sundatds ofconstruct]on practice.Additional information is 110 '45 45 _45 45 43 39 35 33 31 29 available at Ill,::hotnRidge web site,IronRidge coin. Vetificalion of PV Module capacity to support 120 42 42 42 42 42 39 35 33 _31 _ 29 the loads associated with'the given array shall be the responsibility of the Contractor of Owner and ' Category130 39 39 39 39 39 39 ° 35 33 31 29 C 140 36 36 36 36 36 35 35 33 31 2O not IronRidge m'Stat ling Madison Lolquist. • 150 33 33• 33 33 33 33 '33 33 31 29 160 31 31 31 31 31 31 31 31 31 29 The adequacy of the suppat ting roof flaming is to be<Ictemine<i by enlists. 170 29 29'- - 29 29 29 29 29. 29 29 29 100 46 46 46 46 43 39 35 33 31 29 105 44 44 44 44 43 3935 33 _31__ 29 Please feel free to contact inc at your convenience it you have any questions. 110 42 42 42 42 42 39 35 33 31 29 120 38 38 38 38 38 Ill'{ 35 33 31 29 - J Category 130 35 35 35 35 35 35 35 33 31 29 „* D Respceilblly yours, 140 33 33 33 33 33 33 33 33 31 29 p �LI .� 150 31 31 31 31 31 31 31 31. 31 29 160 29 29 29 29 29 29 1 29 29 29 29 SQ� ]d i7f tiq�yFf�m '��b' - I ^ ty 170 27 27 27 27 27 27 27 27 27 27 I les Watnet,.P,12 °.. t, ;y2 ¢ Design Division Manage' � �, Note—cue page.11I „pp / FtssI0t1Pt' T XP ?1s-`''116 Starling Rfadtsori Lofcpiisr,Inc. `Consulting Structural and Porensic Engineers - Starling Madison Lof puss,Inc, Consulting Structural and Forensic Engineers _7• -11• IronRidge June 16,2014, Iron Ridge. June 16,2014 Mr David F.Taggart Page 5 of 11 Mr David F.T55geart Pdge 6 6f II IronRidge XR10,Ra11,Roofflush Mounting System-Stnibtural Aodlysis IronRidge XR10 Rail,Roof Flush Mounting System-Stnictural Analysis Table 4-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 1 Table 5-MAXIMUM SPANS(inches)-Roof Slope 7 to 27 Degrees-Wind Zone 2 XP.10 WindGround Snow Load XR10 Wind Ground Snow Load Rail Speed Rail Speed - • Exposure mph 0 psi posure mph 0 10 20 30 40 50 60 70 80 90 Expsf 10 20 30 40 50 60 70 80 90 psf psf psf psf psi psf psf psf psfpsi psi psi psi psi psf psi I psf psi' 100 75 65 55 49 43 39 35 33 ,31 29 100 72 65 55 49 43 39 35 , 33 31 29 105 75 65 55 49 43 39 35 33 31 29 105 '69 65 55 49 43 39 35 33 31 29 - 110 75 65 ® 49 43 39 ®®® 29- 110 66. 65 55 49 43 39 _35 33 31 29 C - ategory 120. 75 65 55 _ 49 43 39 35 33 31 29 120 60 60 55 49 - 43, 39 35 33 31 29 130 75 65 55 49 43 39 35 33 31 29 Category 130 - 56 56 55 49- 43 39 35 33 31 29 B 140 71 65 55 49 43 39 35 33 31 29 8 140 52 52 52 49 43 39 35 33 31 29 150 66 65 55 49 43 _ 39 35 33 31 29 150 49 49 49 49 43 39 ' 35 33 31 29 160 ®®® 48 43 39 35 33 31 29 160 46 46 46 46 43 39 35 33 31 29 170 • 43 39 35 33 31 29 170 43 43 43 43 43 39 , 35 33 31 29 100 43 39 35 33 31 29 100 61 61 55 49 43 39 35 33 31 29 105 m 65 ® 49 43 39 �©®n 105 58 58 55_ 49 43._ 39 35 33 31 29 110 m 65 55 49 ®® ®® 110 56 56 55 49 43 39- 35 33 31 ; 29 120 70 65 55 49 43 39 35 33 31 29 120 51 51 51 49 43 39 _35 33 31 I_ 29 Category _130 65 64 54 48 43 39 35 33 31 29 Category 130 48 48 48 48 43 39 35 33 31 29 C 140 60 60 53 48 43 39 35 33 31 29 C 140 44 44 44 44 43 39 35 33 31 29 150 56- 56 52 47 43 39 35- 33 31 29 150 41 41, 41 41 _ 41 39 35- 33 '= 31 '29- 160 53 53 51 46 42 39 35 33 31 29 160 39 39 39 -39 39- 39 35 33 31 29 170 50 50 50 45 41 -38 35 33 31 29 170_ 36 , 36 _36` 36 _36 36 35_ 33 31 29 _ 10D 75' 65 55 49 43 39 35 33 31 29 100 56 56 55 - 49 43 39 35 33 31 29 105 73- 65 - 55 49 43 30 35 33 ._31 _ 29 105 54 " 54 54. 49, ( 43 , 39 35 ,33 31 29_ - 110 70 65 55 49 43 39 35 33 31 29 110 52 52 52 49 _ 43 39 35 33 31 - 29 120 64 64 54 48 43 39 - 35 33 31 29 -120 47 47 -47 -47 43 39 35 33 ; 31 29 Category -130 60 60 53 47 43 3935 33. 31 29 Category 130 44 44 44 44 43 39 35 33 31 29 D 140 55. ®® 46 42 ®- 35 ® 31 ® D 140 41 _41 41 ' 41 41 39 35 33 -31 29 150 52 52 50 ,46 42 30 35 33 31 29 150 38 38 38 38 38 , 38 35 33 ,31 29 160 49 49 49 45 41 __38 35 33 31 29 160 36- 36 36 36 36 ,36 35 33 31 29' 170 46 46 1 45 44 40 - 37 35 33 31 29 170 33 33 33 , 33 33 33 33 33 31_ _,29 '-- Noic,-seepage I I - Notes-Sec page I 1 . Starling Madiibn Lofquist,Inc. Consulting Structural and Forensic Engutcers - Starling Madison Lofquist,Inc. _Consulting Structur 0 and Forensic Engineers -5 -r i - - ":;-1,--...L.,.:-1--\IRONRIDGE XR Rail Family 9\A±....:' 1, Starling Madison Lofquist, Inc. ('onnulri,,,-S.:L. r,-,r on,/ r„rend; jag,nrnr. Sdai:ar•is Not Always SUDnp 5224 South 39th Street,Phoenix,Arizona 85040 1 ‹.,44:4- /y�„yy,; tel:(602)438-2500 fox:(602)438-2505 www.smleng.com Over their Idetirne,solar panels experience countless � �(F" r *' extreme weather events Not lust the`worst storms in years, tri � �x"41 but the worst storms In 40 years High winds capable of e �' ,.. 9 A /�= '4 Ironitul,t ripping panels from a roof.and snowfalls weighing .: 4 ' ' 1'� June 16._014 AP 9 9 9 ,�` ���' `"•y. '�."�- � 4:4- 1495Lcphyr:\ve Page 1 of II enough to buckle a panel frame. z�” S 1 { •_ _ r ,4r' k4-t,q5 ` ,) Hayward,CA 94544 XR Rails are the structural backbone preventing ,„`,',-„l':;-.-,-sa_,_16:'�, „_ , ; these results Theyresist uplift,protect " `• ,-5-,,e" -`':`?f'J n �?�.,`� ,. n '`fit P ---C,,..,•-*-. '�!- =;�;+;.,��, ..,-`;;==7L f,' r�r�'"�t{ Alin Mr D.tvld F.Tagga(t,Vice 1'rcetdcnt 1'roducls against budding and sate) and efficiently ,....g.---,,..-.',:?.., ”' ;�`,'<, ,� rr?ia 3t transfer loads into the budding structure /7.'f,,-,l,,; •_�.-,, -2,',' 's ,rx.,-:,.'3F�' •,--. fit_, ^ . ?' w (',"ram i Subject. IionRid ( XR 10 Itntl,Rauf Flush Mounting System-Structural Analysis Their superior spanning capability r ` 'r; +;t"" z;.- :7-r `,y4t ' }�' ._r I 3 Y Y requires fewer roof•attachments, ,,,,,4,-.,-..,-,-3:::-...„'�'-Mr^ ,, -,i- ,I1=^_ =d�+g- reducingthenumberofroot - �.;:-.:::2,.,?,-.-` ),'__rc-;;� ti3{ ,r.;'fitZ.,-.1P0,t penetrations and the amount `,'c � rt--— n, ,+ -T�)-t,_,---:-It;,... �,;,;`•l t Dear Sir: of installation:time r_' '-' -.�"-':a` re�; f':'"'' -'-$1 - 2 r, _;{=-Ft +fir ',"' _'t,-_. {r,.;.:ri'4., 'i' We have analyzed the IrouRidge\RI0 Rail for the subject solar module',upport system tinct �r`�, - .r,:,����,;�'�`„; ��,>,`,.--;:,,-..,..-i',..; f':�1• dctem)uted[hat,for the configurations and`crilcna described below,'tt is m compliance with the e _, --r---- 1.=,,,,',4'"' �i - "a. applicable sections of the 1'ollo+yine Reference Documents. •- - -;-ir�=,--; ,,- .3r,-,.._1 Codes:ASCE/SEI 7-10 Min Design Loads fo(Buildings cC Other Structures r, f - ' '.-ai `' ,;c rf_,,4',,i International Building C'oile 2012 Edition �}�y'�` - , =} California BuildingCode 2013 Edition e•.,t r , b., ( -_,-,,•.� Other. AC428,Acceptance Criteria for Modular Flaming Systems Used to Support PV "w' �4 Modules,dated Effective November I,2012 by ICC ES r`y,• Aluminum Do>ign Manual,2010 Edition _ . ,6 t, • Force-Stabilizing Curve i The IronRirtge XRI(I Rail is an evtruded aluminum section with an()serail depth of 1 75 in.and a net ,.' g, -,.>r _ - , .g, .. Sloped roofs generate both years'and lateral ,4 area of 0 363 wit. The rails are used to support solar modules,tvincally,on the roof of a building. 1 .. - - - ^;•c r , force;on mounting rails which can cause II em Sec Exhibit A-attached The Rids due clamped to aluminum angle brackets that are either attached -i to band and heist The cured shape of XR Rads (Meetly to the root'framing of attached ton stand that is screwed to the roof framing. 1 he rails.are C '..'1'°• ,- dis speedily d le re dio ng theasosng hhmbqu mounted across the with a small clearance flush mounting to the underlying'roof structure 1 ,. �=`-•! duecuans elide resisting the h,isung This unique , slope ( } y b = --- r 11 ' feature ensures greater seeumy dung OAKUM I'he installed solar modules arc,u the same slope as the underlying roof structure weather and a Ion3er syslam[defma° \ti, _ _ •';; ' ./ All loads are transferred to the Molt—mining through the angle brackets by simple bi-axial fievme of the tails The maximum span of the rails is governed by either the mid-span flexural stresses or the -:;\ ,'• ' "./ deflection requirement that the rail not come into contact with the roof The effect of seismic loads(for all design Categot res ATI-)have been determ fined to be less than the effect clue to wind loads in all load conditions and combinations. Theiefore,the maximum)allowable s�_ w spans for common loud cases ate shown in Tables 1,2-&3'below for 0-6 degree•slopes,Tables 4,5, 1---- I &6 below for 7-27 degree slopes,and Tables 7,8&9 below for 28-45 degree slopes tiff Compatibleii1 with Flat&Pitched Roofs Corrosion-Resistant Materials XR nails are "r$ t ImnRdgu Silas I All Xn Rails are made of marine grade comabblo wdhg * a ' 'Fl IT-hlt and opeans dor flat anodzsdtmshAnoinpevntrrtaeo • , othorpdehed fool `,L°..1- ,i roof mounting and strudumi ewroslon,wade also e'n'''''a°g id), ^ti r b attachments -�appiieaii ns a mora autaciive appearance ? t _._ _ '' - .'""'-- '1 Starling Madison Latinist,Inc. Consulting Structural and rordn-sic Engineers r d._ ,:�.il.2,_ ..�.=:...�__..... .-__,..�. ..rs..� t`, Jntertekr AUTHORIZATION TO MARK Installation Overview � 1 Install Root Attachments - J •Install appropriate roof flashing and/or standoff for roof type. This authorizes the application of Om Codification Mark(s)shown below to the models described in the Product(s) •Attach L-Feet to flashing or standoff i Covered section when made in accordance with the conditions set forth in Iho Certification Agreement and Listing --------�— Report This authorization also applies to multiple hstoo model(s)Identified on Iho correlation page of die Listing Report 1 Prepare Rail Connections i E` ,1 1 This document is the property of Interlek resting Services and is not transferable The certification mark(s)may be applied only at the location of the Party Authonzed To Apply A1ark •Insert splice Into first rail,then secure with Grounding Strap and : - sell-drilling screw i Applicant. IronRidge,Inc Manufacturer. IronRidgo,Inc •Slide second rail over then secure with opposite osite end of • Address 1495 Zephyr Avo 1435 Baechtel Road splice, pp I Hayward,CA 04544 Address. Willits.CA 95490 Grounding Strap and sell-dnlhng screw. Country: USA Country: USA Contact Yann Schwarz Contact: Jim Norsworthy Phone. (800)227-9523 Iiii' Mount&Ground Rails l' (510)225.9973 Phone. (000)227.9523 (-�� , FAX. (707)459-1833 FAX: (707)459.1833 •Attach rail§to L=Feet and level rails . p-7 Email• yschwarz@uonridge con Email, jnareworthy@ironndge corn •Install one Grounding Lug per row of modules. - Party Authorized To Apply Mark. Same as Manufacturer - Report Issuing Office: Lake Forest.CA ami'S6vW_.-r,..,,,?l7` •Connect Grounding Lug to grounding conductor. J Control Number' 4007559 Authorized by for Thomas J.Patterson,Certification Manager EncuASsfneo 1 -f Install Modules&Clamps r MS •Install first module using End Clamps and Grounding Mid Clamps +f•Install additional modules using Grounding Mid Clamps 1 _ Intertek •'Finish row With a second pair of End Clamps .._.z..,____-'-' This document supersedes all previous Authorizations to Mark for the n-ole-cl Report Ndmber. ha x yl r-te.Y,n CCeef.nr,:p...I nawnt b Dv Ceoau„at pmetWII ova,a-vv.,-,4v StCser,n.nrelY�5eeg aN6y.syaa ens h Co•e.r•ofd u.eams C I.eaCTftra vrnsp 1.1.-rut mim'es no riot/o,aorto OD,o.,nb n•Ct.in x v,lwn ova Yon 55.,55..I.sn,W.5.str.a Watt,es.a,Ma! pep. a.a.h.,�rxne,u„a,Ow tla�b5„m„-R+r„-wd=ara...et„,.4.,v.a,mauap„ uttap.,.,•-Jai,5-<cr ,sw'fol fmt• Testing&Certification i — —I -„,,,,„,,,,„m„,..,..,n Ma.."50.1.5.51.5.1.Na sNvvnxn,n fiWtA+rfinrox..se of Me IrWas n..m b re f.Nv W.en>+n,..•an,•ent...no,anJ,Mo,saqt.,..,m m • Nn,A n 4:,e•apywel ,feu.se.c,ni•Irrivase,..it-vvv4 WraRu,.y a aurw 6ento:o ,ro r DI 055...f.,..5,05:5..5,05:51315:pcw•om ccldinWhat.n,vn a,savu° ma..., Modulewe'nm Frame Compatibility .7 ne rm fun,r.rdM.nawa*,on„mmn coca...5,ra ro„eSe.a d eCtre.tnn..p.tap,.nu.,,nwe<, the IronRidge Integrated Grounding Iniertok Testing ServtoesNAInc System has been tested and certified to Dimension 1 Range 545 CastAlgonqum Road,Aibngton Heights,IL 80005 UL 2703 by Intertek Group plc. Telephone 800-3454851 or 847-039-5667 Fax 312-283-1072 F A ` 31 Omm-51 Omm UL 2703 is a proposed UL standard " i B 5 08mm(minimum) Standard(s); UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clomping Devices for Flat-Plate P P i Photovoltaic Modules and Panels.Issue Number 1,October 4,2010 for evaluating solar module mounting My rriotlula Inmos whose parameters aro not listed in the Product AR Rads with Integrated Grounding and claniping devices It endures these provided table have not been jested for compatibility Brand Name N/A _ _ D- devices will maintain strong electrical and Models 51-61 GD-005,51.61G005B.51.5000-001.and 51-65.001 , mechanical connections over an extended period of time in extreme outdoor I The Grounding Clamp,has proven robust in grounding 60-cell and environments. 72-cell solar modulo frames with box construction and a range of anodization thicknesses. The testing process closely mirrors that of UL 1703,the solar module testing All h modules listedeto and with frame construction t within the parameters stated above are comp:.;ible with the standard,including temperature and )ronRidge Integrated Grounding System humidity cycling,electrical and mechanical load testing,and manufacturing quality ,:-..-.Di Ir.-,r.)to irouriuge.coWig - reviews ATM for Report 101541 t32W:-0D2 Page I of 3 AT6t Issued'10-Nov-2014 E3 m§sial.,13)1[,.5.., .,,..&:•- IRONRIDGE Roof Mount System --- 'il — — __-_—_-- -XR10 Rail XR100 Rail XR1000 Rail Internal Splices _ =1 — = 4.'t...j' ;l'. 'ti A ja^ , ,..._-: „.. . -:. .:. ,,,,, '-----i4.---11 _____- - ,.. — -,–.1t_ , .... _ , _ ------,. ------------_, tit. A low-Profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices L' for regions with light snow solar mounting rail rail for commercial projects for seamless connections. • 6'spanning capability • 8'spanning capability • 12'spanning capability • Self-tapping screws x LL • Moderate load capability • Heavy load capability • Extreme load capability • Varying versions for rails • Clear anodized finish • Clear&black anod finish • Clear anodized finish • Grounding Straps offered I� FlashFoot Slotted L-Feet Standoffs Tilt Legs "--1---,—mss ---- - ---' 'F"'• - __ " _-,., " ' L___,..>_:: ' 't f 1 ' 1-„ r1 �,3, .i.f Anchor,flash,and mount Drop-In design for rapid rail Raise flush or tilted Tilt assembly 10 desired with all-in-one attachments. attachment. systems to vanous heights angle,up to 45 degrees • Ships with all hardware • High-friction serrated face • Works with vent flashing •Apaches directly to rail • IBC&IRC compliant • Heavy-duty profile shape • Ships pre-assembled • Ships with all hardware • Certified with XR Rails • Clear&black snort finish • Lengths from 3"to 0" • Fixed and adjustable Built for solar's toucihost ruois. Clamps&Grounding — ------_-- — IronRidge builds the strongest roof mounting system in solar.Every component has been tested to the limit and proven in extreme environments. End Clamps Ground•ng Mid Clamps irk T-Bolt Grounding Lugs Accessories Our rigorous approach has led to unique structural features,such as curved rails and re,nlorced flashings,and' _ is also why our products are fully certified,code compliant and backed by a 20-year warranty. - r--'----1, �;, u1 fa ..F-:rtt'. f t y - Eat 14 (i 4 _ Strength Tested ;.�< PE Certified `'�. �fi�LL, - -f3 _---f, 1_, �t All components evaluated for superior i!,.tiZ k Pre-stamped engineering letters Slide in clamps and secure Attach and ground modules Ground system using the Provide a finished and i ----..-.71:_ structural performance. -�M available in most states. modules arends of rads, in the middle of the rail rail's top slot. organized look for rails. • Mill finish&black anod. • Parallel bonding T-bolt • Easy top-slot mounting • Snap-in Wire Clips __— _ • Sizes from 1.22"to 2.3" • Reusable up to 10 times - Eliminates pre-drilling • Perfected End Caps -t ' Class A Fire Rating_ =tl . Design Software • Optional Under Clamps • Mill&black stainless Swivels in any direction • UV-protected polymer 1, i11I Certified to maintain the lire resistance f j Online tool generates a complete bill of {..._ --J rating of the existing roof >:. __--1 materials in minutes Erne Resourc=es ---- — -- -- — CDesign Assistant p A r NABCEP Cer titled Training t•'=,1 Integrated Grounding S,.y-,-- 20 Year Warranty = p Go from rough layout to fully "5(` •yo Earn free continuing education credits, [, _ engineered system.For free. 4+ a while teaming more about our systems. :1 UL 2703 system eliminates separate ) Twice the protection offered by - g c i,.-_`-- i module grounding components' ._�-" competiors. Ga to Ironfaiao ,cpm/rm Go to IronR,aaacrnnriresninn _ - - - -- c':f"?.f'_'%'f.._. ._.- a Vii- ti- - 1 :'Sit._a., 'dr.—�^"--` -,;t- .,-.r_-- 4?",/7,;.2%--,..`..-__L1 ._ - -- - J•_t-`' __` Z'i..�...,;:,tom rti_'.t�•• .,,,t.� _i'�':n'. SCOPE OF WORK . DESIGM&DRAFTING BY: - JAMIE MINNICK - } NAESCEP CERTIFIEDTO INSTALL A 11.655 KW SOLAR PHOTOVOLTAIC (PV) SYSTEM AT THE 05M2-129 CASSIDY RESIDENCE, LOCATED AT 280 BEEBE DRIVE,CUTCHOGUE,NY 11935. - THE POWER GENERATED BY THE PV SYSTEM WILL BE INTERCONNECTED s-6 , WITH THE UTILITY GRID THROUGH THE EXISTING ELECTRICAL SERVICE EQUIPMENT. c'' REVISIONS THE PV SYSTEM DOES NOT INCLUDE STORAGE BATTERIES. •' DeiCRIPTIe3N DATE REV SYSTEM RATING ORIGINAL -=0,5 11.655 kW DC STC - 8.51 kW DC PTC t.uq,'res Rd u- EtUIPMENT SUMMARY — ____ - -- - �� of NEW yo = , 37 LG 315N1C-G4 PV MODULES '�' .SCIq 'F" - 2 SOLAR EDGE SE5000A-US INVERTER O' I IRONRIDGE XR1000 MOUNTING SYSTEM //11 i CONTRACTOR ,l iA.4tF.44,(kl, * - . SHEET INDEX PV-1 COVER ! ; w.r�u�++e `��((! a-2 u `sem PV-2 SITE PLAN 96 080935' �a� °�, - 0 SOLAR UNIVERSE S PV-3 ROOF PV LAYOUT p',OFEssi014"- `� - ti ; 7470 SOUND AVE PV-4 STRUCTURAL/ DETAILS & SECTIONS �r ���a x MATTITUCK, NY 11952 GOVERNING CODES - LAV y~ ,,..v - . L I -,5i-,P<r� 7,� • LICENSE # 43889 H �_ 2011 NATIONAL ELECTRICAL CODE PROJECT NAME 2010 RESIDENTIAL BUILDING CODE OF NEW YORK STATE O -' UNDERWRITERS LABORATORIES (UL) STANDARDS 7-" z*N'tis OSHA 291 CFR 1910.269 W Cr) 0 W m GENERAL NOTES I, PROJECT LOCATION w ii cc 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS . - - _ N ' � ;,: �,.. • ' • y ti : 1 0 p Z AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS �''-10' - W W AND MAKE WORK AGREE THE SAAME. m W 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED - ' ki. , <,r?r` APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, 10. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. - • W V INSPECTIION APPROVALS, ETC., FOR WORK PERFORMED CONTRACTOR'S LIABILITY, WORKMAN'S COMPENSATION, FROM AGENCIES HAVING JURISDICTION THEREOF, IF , . '?• s - m COMPLETED OPERATION, ETC. ADEQUATE FOR THE REQUIRED. 1 CO PURPOSES OF THIS PROJECT AND FURNISH PROOF OF - r 3. ALL WORK SHALL CONFORM TO CONSTRUCTION CODE i �'" •, 0 SAME PRIOR TO COMMENCING WITH WORK. '=:--- AND ALL RULES AND REGULATIONS OF THE RESPONSIBLE 11. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR a `; ;Y _ �ll` < N JURISDICTION. - GJ� �1 4. IF IN THE COURSE OF CONSTRUCTION A CONDITION MAINTAINING SAFETY ON THE JOB SITE DURING THE • c .N - 0 EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS Crti ! - r V THESE PLANS, THE REES SHALL WORK AND AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND r '� 0 , 4 "� NOTIFY THE ENGINEER.CONTRACTORSHOULD HE FAIL STOPTO FOLLOW THIS HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ARE -. 280 Beebe'Dr - rt ✓ PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOTINGS FOR `r> 7----"---.:( SINEET NAME ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM ALL TEMPORARY SCAFFOLDING, STAIRS, ETC.. AS WELL AStc' 5. ALL STRUCTURAL STEEL SHALL BE A-36 AND SHALL BE - ,.• , - FABRICATED AND INSTALLED AS PER LATEST A.I.S.0 PERMANENT CONSTRUCTION. COVER 12, FIGURED DIMENSIONS SHALL GOVERN. DO NOT SCALE ' , � I COVER SPECIFICATIONS. DRAWINGS, WHERE DIMENSIONS ARE ESTABLISHED BY r _ mss, 6. ALL ELECTRICAL_WORK SHALL BE BOARD)OF FIRE EXISTING CONDITIONS. EACH CONTRACTOR SHALL VERIFY " `' • t..-• , 1• } UNDERWRITERS APPROVED AND IN ACCORDANCE WITH EXISTING CONDITIONS PRIOR TO ORDERING MATERIALS AND �!1 `j N.E.C. & NYS CODES & REGULATIONS COMMENCING WITH WORK. '- .4 �."' • ; \ *a ' 7, ANY DEVIATION FROM THESE PLANS WITHOUT THE 13, CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS A''L• -.,. f w-. DfUFWING SCALE WRITTEN CONSENT OF THE ENGINEER WILL NEGATE THE -s ,ter•, . j WORK FROM THE SITE AND DISPOSE OF IN A LEGAL 1 • ENGINEERS CERTIFICATION OF THESE PLANS. :'+ +,= ,, N.T.S. MANNER ON A WEEKLY BASIS OR SOONER IF CONDITIONS b.- ^ s` t $. THESE DRAWINGS AS INSTRUCMENTS OF SERVICE ARE WARRANT -'="�°` C�OI� ]e earth, AND SHALL REMAIN THE PROPERTY OF THE ENGINEER 14, AT THE COMPLETION OF WORK, THE SITE TO BEr9>s �• = WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS ' ' CLEARED OF ALL DEBRIS AND EXCESS MATERIALS. THE n VryiM<F^ ,<,.nr, a•ur•,,<a>N ,,,'•Iii., ,m'.,.•, ,c .v-;,u I'.P,01 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS TO BESWEET NUMBER OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER AERIAL VIEW 9. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL PRIOR TO RELEASE OF FINAL PAYMENT. PV-1 EXISTING WORK ADJACENT TO HIS WORK, OR DAMAGED AS , RESULT OF HIS WORK. CONSTRUCTION NatES - �— DESIGN&DRAFTING BY: 1.) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE 6 JAMIE fJIINNICEC MANUFACTURER'S INSTALLATION INS1fRUCTIONS. - 44,1,-":.•11/.:7111';411:1117717 �— NABCEP CERTIFIED os1u -1z9 2.} ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. pF NEW ... . 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. Y 6 - .SCfgN+(O,Q� REVISIONS • 1"1', DESCRIPTION DATE�( - ORIGINAL 11-04-2015 11111 .11 \\\ 4110 s00 A 609351 (C, _ ROFESSIpN .11 � pG' _ I •• `'®OSP AMI � . . . " 'L , .. ... . CONTRACTOR DRIVEWAY I SOLAR UNIVERSE 7470 SOUND AVE MATTITUCK, NY 11952 LICENSE # 43889 H DECK 'PROJECT NAME g 111 ... W M LEGEND U Wal EXISTING U'61LTTY METER ,-- LO: MAIN SERVICE PANEL W r IO NEW PV SUB-PANELS .__\1 ,"'J A/C OISCC6INECT /v/� COMBI ER ... „ � �' INVERTll Z IEA �/! GND ELEC'Pff(ODE W �W\ W W D I\ IN � fw�T PV MODULE III •�RACKING RAIL i > jjW� 0 . � 0 ATTACHMENT POINT 0 m O J RAFTERS I (/1 OI D jEs,,,,ONC.SRF:::::RGLE (J) 00 0 / 1 Q N /r...71) / ►�vENT U CJ OPLUMBING Vara ®SKY LIGHT .. d� ,„,..._______\ ®CHIMNEY .. _ .,, =COMPOSITE SHINGLES SHEET NAME 3''7t' w( i}-GODD CONIS7TION ``•1 POTENTIAL SHADING ISSUFa TRIM/REMOVE AS N3tES4RY Vo SITE PLAN 17' / 17'_4^ '- 1; -13(1 _ . . . 14 27 0 l i2s0 DRAWING. SCALE woo Aso° t. ' N T.S. 2l • oo t� °13 SHEET NUMBER / 43'-7' / PV'2 • . DESIGN&DRIFTING BY: JWMIE MINNICK 41 NA6GEP CERTIFIED 11 051112^129 / rEVISIPNsry .i DESCRIPTION DATE M' a - - ORIGINAL 11-04-2015 MEV M11111111111W ME I NOTE: � ■;I LEGEND IMIIIINMI Ilik rO,EX{STING UPILRY METER 1fi" SPACING BETWEEN PV MODULES TYP. MOM \,J P.1AIN SERVICE.PANEL .„ .... .„. . [®-1 EW PV U N 8 DIMENSIONS ARE FROM EDGE OF PV MODULES CONTRACTOR COMBINER; TO EDGE OF ROOF SHINGLES TYP, 'I INVERTERS i SND ELECTRODE PV MODUL( ARRAY #1 -..RACKING FLAIL o ATTACHMENT POINT 30 MODULES 22° PITCH SOLAR UNIVERSE "`1'PF`Q'S 192° AZIMUTH 7470 SOUND AVE .e--ROOF PITCH ANGLE MATTITUCK, NY 11952 ''I ';^'SUNRUN METER LICENSE # 43889 H 1 vErJr // (/ �/// //j/�/ /j/ ,i7//'18FRE SET/C, Ki @ RIiDGEj/PLUMBING\ENi ,.. .., ..,p_OJECT NAME/ E]SKY LGY I II ... I , _ __ I I 1 ■ CHIMNEY 1■.11111111■■_III_■1■�■�•UU■iI.. ■M1�■___U ••ii.® I Lf) `_� ••L_�■�I•,•�N_A 1111111111111111E . _.-1.U_,_ ■IU.�1�Nimmons O m O 0 11.1 M COMPOSITE SHINGLCS u .1t...■_M_.i... I�.. .� ( .... GOOD CONORION I TRIM/REMOVE M SHADING ISSUES 1111111■1U 111111 IA 111' T —POTENTIAL 1 W v, TA1M/REMOyE AS NECES:.FJ4Y' I I 1111 i I Z > 7- I', __ - I 1 I I I, I W E. 1 iIIii!iiiii 1111110 I ,0 , o Q . ® o 14 11111111UIU 111111; 111 111■ MI 11111 1 I— I i 0. .1 I I I I I JI 1 1 I 1 � i LLI I D i ' cl .. I 1-1 }- . ��®E , '„ I I I I I I I 16-21” Q 270r� �s 01 i-c 1 I11 ` I 1 I4 (n .0o( } P .. 20° 'k�0� ~s> CFS✓ l I 1 1 �� _ . I II� Q 1- 2 ® 18�° �`� ,� SC/���4; I I I I J' 1 , .1 . U U 1111111 1IJ I I I� ® 1 I _ II ® I P ' Im- ; � :: F � ( _ 1 1 1 - I 1 1111 ., sios f.„.„,„,..,:, . , 7 ._ .` f11111 a ' MEET NAME ��Fi X609351 1 iiiMii i i i 1 _ i �1 - i 111 111111 ,� °+,� I I I I I I I I ROOF DETAI ��o `� ,_FESSIOlik „.. CONSTRUCTION SUMMARY 414 23-1 1 Je. O 13.`221n 4 / mFamaay DRAWING SCALE il437) LG 315N1C-G4 PV MODULES, 9.450 kW DC STC 42) SOLAREDGE SE5000A-US INVERTERS N.T.S. 456) ATTACHMENT POINTS @ 64" OC MAX. 248.x) LF IRONRIDGE XRS1000 MOUNTING SYSTEM CONSTRUCTION NOTES ROOF TYPE = ASPHALT SHINGLE 1.))ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET NUMBER ROOF/ARRAY #1- PITCH: 22°, AZIMUTH: 192° MANUFACTURER'S INSTALLATION INSTRUCTIONS. ROOF STRUCTURE = 2X8 DOUGLAS FIR RAFTERS @16 O.C. 2,.) ALL OUTDOOR EQUIPMENT SHALL BE RAINTIGHT WITH MINIMUM NEMA 3R RATING. PV-3 ROOF STRUCTURE = 2X4 DOUGLAS FIR COLLAR TIES @48 O.C. 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. „,,.., . , LOAD CALCULATCONS AFRmien#1 ITEM DESCRIPTION ARRAY #1_ ieN&DR. AFTING BY: j hllodale-Weight . .37.4$ Lis _ (R) Rafter 2x8 D-FIR @16"0.C, JAMIE MINNICK # of Modules 37 (D) Decking 1/2" PLYWOOD NAISCEP CERTIFIED Total Module Weight 1386.8 Lbs �F NEW Yb (C) Collar Tie • 2x4 D-FIR @48"O.C. 051112.129 Total Length of Rail _248.7 Ft yk?' .c-SC•.N R' (J) Joist 2x8 D-FIR @16"O.C. Rail Weight per Foot 0.9 Lbs J\G 1 r/Q, (P) Pitch 22° _ REVISIONS _ Total Ralf Weight 223.8 Lbs (V) Height _ 60" # of Standoffs _ 56 4t �`•_ DESCriIP11ON DATE REV' tib ori * (H) Span Width 156" ORIGINAL 11-04.2015 Weight per standoff 2.Lbs * i 1 f rVOA 1r Total Standoff Weight 112 Lbs 0 = t' fItt Total Array Weight 1722.6 Lbs ale _ - Point Load 31 Lbs y, 060935- �G * Total Array Area 65$.6 Sq Ft ' pROpEssloN�'� r �I 1 Array Dead Load 2.6Lbs/Sq-Ft 0 D) --\ - As per ASCE 7 - Method 1: 0 (fig 6-21 _ # _ I (table 6-1) 1 o - P net =0 Kzt I Pnet30 (eq 6-2) _ Kzt (sec 6.5.7) 1 Pnet30 (table 6-3T # b - _ CLIMACTIC AND Ground Wind Speed Live load, Point Max fastener ------ CONTRACTOR GEOGRAPHIC DESIGN Category Snow Load 3 sec gust pnett30 per pullout load Fastener Type Spacing along `� CRITERIA Pg mph ASCE7, psf lb. rolls, in. A # 20 120 # 468 5/16" x 6" Stainless Steel --- - ' 474 B # TYP. TYP, # TYP. Lag Bolts - CO Roof Section # 64" �� ' P c SOLAR UNIVERSE # 7470 SOUND AVE ��_ I MATTITUCK, NY 11952 Jf ENSE # 43889 H TABLE RR3OI.2(1) . �/y (H ) LICENSE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - - T 0,14 PROJECT NAME WIND SUBJECT"TO DAMAGE FROM _ 1 I Ln GROUND' SPEEd FROST (J ) / W M SNOW 3 SEC. SEISMIC LINE b ICE SHIELD ---,Ii f' V W sT LOAD GUST DESIGN DEPTH UNDERLAYMENT FLOOD Z W re (PSF) (MPH) CATEGORIC WEATHERING (FT-IN) TERMITE0 REQUIRED HAZARD1 ROOF FRAMING DETAIL _i 20 120 C SEVERE '_O MODERATE YES NO SCALE: 1/8" = 1'-0" - — ® Z - TO HEAVY . W W For SI:1 pound per square foot=0.0479 kNlm2,11 mile per hour=1.609 kmlh IX m W a. Weathering may require a higher strength concrete or grade of masonry than necessary to satisfy the structural '- W 0 requirements of this code.The weathering column shall be filled in with the weathering index (I,e.,"negligible," 0 CO O "moderate"or"severe"))for concrete as determined from the Weathering Probability Map[Figure R301.2(3)].The grade of masonry units shall be determined from ASTM C 34,O 55,G 62,C 73,C 90,C 129,C 216 or C 652. C/) 0 _ 'MODULE MOUNTING CLIP r/) co 0 b. The frost line depth may require deeper footings than indicated in Figure R403.1(1)..The jurisdiction shall fill in the SOLAR MODULE— < MI (— frost line depth column with the minimum depth of footing below finish grade. STAINLESS STEEL h16" U ,1 �8'OLT AND NUT �',.. � ( 1 c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has - v been history of local subterranean termite damage. AA' ` I' d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure ; ALUMINUM"L"BRACKET— 1.-m '.---------___ALUMINUM p ALIeMINUM FLASHING SHEET NAME R301.2(4)].Wind exposure category shall be determined on a site-specific basis in accordance with Section i "'"� Jtr QUICKMOUNT R301 2.1-.4. --�-�� _ STRUCTURAL i`, e. The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section I, R301 2.2.1. 2 X a RAFTER I, ASPHALT SHINGLE ROOF 5/16^x 6"STAINLESS f. The jurisdiction shall fill in this part of the table with(a)the date of the Jurisdiction's entry into the National Flood \ -'�1/2 LAGEEL ITHREAD Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b)the ( PENETRATION SEALED DRAWING SCALE date(s)of the currently effective FIRM and FBFM, or other flood hazard map adopted by the community,as may be WITH GEOCSL 4500 amended. AS NOTED g, In accordance with Sections R905.2.7.1,R905.4.3,1,R905.5.31,R905.6.3,1, R905..7.3.1 and R905.8.3.1,whore there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this,part of the • table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO:" SHEET NUMBER I. The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R3�01 2(5)for MOUNTING PV-4 sites at elevations up to 1000 feet.Sites at elevations above 1000 feet shall have their ground snow load increased _ 2 from the mapped value by 2 pet for every 100 feet above 1000 Beet- SCALE: 1 1/2" = 1'-0'" Ail