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,�,��goFFnc, caG, Town of Southold 6/8/2016 $' P.O.Box 1179 ;;> a 53095 Main Rd %.#4. • �0� Southold,New York 11971 d � , CERTIFICATE OF OCCUPANCY No: 38336 Date: 6/8/2016 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 350 Donna Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-15-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/15/2016 pursuant to which Building Permit No. 40427 dated 1/25/2016 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 DWELLING AS APPLIED FOR The certificate is issued to Anderson,Charles of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40427 04-28-2016 PLUMBERS CERTIFICATION DATED uthorize s Signature ,v ;; TOWN OF SOUTHOLD omit-�oo`� 416 ; BUILDING DEPARTMENT max. TOWN CLERK'S OFFICE xP `7' SOUTHOLD, NY * yoo ', 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#: 40427 Date: 1/25/2016 Permission is hereby granted to: Anderson, Charles 350 Donna Dr Mattituck, NY 11952 To: Install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 350 Donna Dr.,Mattituck SCTM # 473889 Sec/Block/Lot# 115.-15-23 Pursuant to application dated 1/15/2016 and approved by the Building Inspector. To expire on 7/26/2017. Fees: SOLAR PANELS $50.00 CO -ALTERATION TO DWELLING $50.00 ELECTRIC $100.00 Total: $200.00 Buili ing lnsp- tor 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: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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 ate. December 28, 2015 New Construction: Old or Pre-existing Building: (check one) Location of Property: 350 Donna Drive Mattituck House No. Street Hamlet Owner or Owners of Property: Charlie Anderson Suffolk County Tax Map No 1000, Section 11500 Block 1500 Lot 023000 Subdivision Filed Map. Lot: /� r� Permit No. 1+01 M'� Date of Permit. Applicant: �lit�� --p lA ,n.V Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ,,,„ iii�„.... o. cr 1742e, Town Hall Annex �� A. ® : Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 e, Q ��� ,� roper.richertCa�town.southold.ny.us Southold,NY 11971-0959 : .4% 1pp a® I ‘.4.1,f• . O Ulflo,� 010 ..... $$$ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anderson Address: 350 Donna Drive City: Mattituck St: New York Zip: 11952 Building Permit#. 40427 Section: 115 Block: 15 Lot. 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rasco Electric Corp. License No: 53689-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 NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 8.32KW Roof Mounted Photovoltaic System to Include; 30- Trina 260 Panels, 1-SE 7600 Inverter Meter and 60A A/C Disconnect Notes Inspector Signature: Date: April 28, 2016 Electrical 81 Compliance Form xls r /��,�o��OF SOUT,y�lo`` A ks' 4, !ycourrr+,o Ad\ TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION { ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ' ] CAULKING REMARKS: 6 -C6.- --- Ca ''57-74---(1K- — DATE(/1/14. INSPECTOR $- ` Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com is"—i—) ECEINE D J , JUN _ 8 2016 June 6, 2016 BUILDING DEPT. Town of Southold Building Dept. TOWN OF SOUTHOLD Town of Southold, NY • -- Subject: Solar Panels at residence of Charlie Anderson, 350 Donna Drive, Mattituck, NY 11952 To Whom It May Concern: I certify that the installation of the subject solar panels is in compliance with Town of Southold approved plans, the Building Code of New York State, the Residential Code of New York State, the manufacturer's specifications, and all other relevant codes and standards. Please contact me if there are any questions or comments about the above. Very truly yours, 4A•` - *iil Richard cord n,,P.E New Yor P.E. Li.enseo. 079309-1 I OF I'l R� s. G (7,ciceo\x- P 0900 oll� FIELD 311SPE QN REpOIXIT DAa CONI E;3111 • i,�. - •S ?•.�—+r-;�—r�'-r�rRRsrw�ri.:` 1.Cr�.. "-+`n�. �.W�.' •' --- .`.i, l .. . .. ' FOUNDATION(1ST) , --'--..-*- FOUNDATION(2ND) --�___�_� ,,, . PI V ROUGH FRAS VQ.& .. . . PLUMBING ._._• •-,....... - , ' l . . ..--'. , CI•. ' • ' . -rte. .-r ./ .. .. - . 1 �' - . ' "VV1111 fir•( INSULATION'PE R Y. `H^/ STATE F+NEROYC'OD +' r. . + ' • �i r^ • .. . • .. - .• . '.4141.04,411 ...IT... • , , • 'r.t FINAL . .+r.�.-• .. - . . • NalMEM ✓ , I� C CJI .11.1 ,;II a e..,.: 411111 .. . , . 1. 1 " ' •.: m . C 2 f A • . . -4 2 . . . V 11 2 '� • f• .. . . \. 1 t .. 1 • ���• - ,.. • ,. . • ..rte •."�^`. • • V b-•. ' Y , •r . . , ti TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502V f 1 � Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. �;— Trustees I-1 , ;1 [ � C.O.Application I j 1 Flood Permit Examined I 2-5 ,20 / �`} Single&Separate 1 , JAN /IL) Storm-Water Assessment Form � � X016 I_� ontact: J Approved ,20A 11! in, — - —_ 1 Mail to• bCc AG3, 9,l/ 'ø ,, ,, , ,i I Disapproved a/c „ ,„) /i it lgoe... 01 T&— i ,, Phone PO-A u" l tk Air 1/77? Expiration ---. : ; If ,20111 le. .03)q-7a,3.3P Build' g Inspec APPLICATION FOR BUILDING PERMIT Date December 28 , 2015 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Michael Passantino (Signature of applicant or name,if a corporation) 2180 5th Ave-Unit 1, Ronkonkoma, NY 11779 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Charlie Anderson (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 350 , Donna Drive Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 11500 Block '1500 Lot 023000 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 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 5oIo(-1�ooP c ( (Description) 4. Estimated Cost $28,288.00 Fee $200 (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 NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Charlie Anderson Address 350 Donna Dr,Mattituck,NY 11952 Phone No. 631-208-2333 Name of Architect Address Phone No Name of Contractor Trinity Solar/Michael PassantinoAddress Ronkonkoma,NY 111779 Phone No. 631-319-7233 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE 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 Suffolk ) Michael Passantino being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (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 before me this g/ day of ate ' 20 16 Notary Public ALENA SANTOS Signature of Applicant NOTARY PUBLIC,State of New York No 01SA6322131 Qualified in Suffolk County Commission Expires 3/30/2019 From:631 285 3428 04/18/2016 16:00 #170 P.002/003 SS j ,,,' , ff`!,`'\ Town Y141 A)L1CA PK< .*• • • !;,; + •I"c-Irl'honc(1331)7135 11102 i 54:315 A4a31i ({;>ad • = 1�t}(iia 1) i u i'i•iO, F�.C1 f3U� I r%�) ‘'-.',1',� ...s :• .M' J(ifl)0c:i (I :t (:_t.,1 19wrl :ittigici fly U:, ;Snluhc�bj, I�x 11911Q9:r`.) '�`a� .•. ,�l f/3 . t3C111J:�lt�C; 1)t;i'A�Z'1`A41�1V'1' TOWN OF SOUTfOt.0 • APPLICATION FOR I Li CTRR AL ii\K-3 :3EG1:1QN I • �RECJl1t-S'i`E�D BY: Date: 1� �" _.�..__ - ' !Company Name: _ i�A�-=�c�aT .nr ��_�..._�_ —_.__ _. �__�___� i i Name: 1 c h cL J ..w. ._d.l .1 t,- Irk �' - License,No.: 3 3 t't - L (vi �.�.� Address: r7 - _ -_ �.._.-� ._-.__ + ' Phone No.:. 01 Le -- ,5- i - 3 '1`> - j . JOBSITE INFORMATION: ("indicates required' information) `Name: -----Ch1ls%d'l lam. '+l4 _», . `Cross Street ��.. . , �...w_---_._- _ ��_._ 1 `Phone No_: . ,(31 )� �v:,-4.,,,72-..3 � __ ---___- .�.�_._ . _. . . __,•••••..,,._,_ f Permit No.: (JO Lta,--2 - - -- - .•. --— Tax•Map District: • 1000 . Section:, j15 b t - Block: t 5 ; _.v_ Lot: _; ; '; l' "BRIEF DESCRIPTION 0-WORK(Please RiniClearly) ' I -1:-.1-41)..611, .a. - 01 r . • evia&a. .,, . j,_ ,c_____4& (Please Circle All That Apply) , 1s job ready for inspection: Y ! NO Rough In Final I "Do you need a Temp Certificate: YES 1 NO 1 Temp Information (If-needed) I 'Service Size: 1 Phase 3Phase 100 150 200 300 350 4100 Other i. -_ New Service: Ile-connect Underground Nunth r 01 hietc,:r:1 Change) of Service Over/Kiwi r., t'J Cnnalion: I' Additional InfoPAYMENT DUE WITH i !� it_I(:;/1'I-IC)N U" ,.......„ r0,00-1,0 ,,,, - /00o - ii_.5-,45;-...23 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER •STREET :' VILLAGE DIST. SUB. LOT o • - -�_--,. ,,,_.„:„( r(•6?,'4i f ac-'IA raYS i` w?"b 6-d R b K1, V 6r: 1)M-7171-,'7'u c 9 AE'14 AD./a (._,1 a Q�"e,, ems FORMER OWNER - N E ACR. `h /6S/aGr' (2cre/ 'tires t: ` S� 1� S W TYPE OF BUILDING .„..........„\K tell Ai C E 5.. ',o s F //O'i S::.Iivc Z. MI. W 1 T.RES „ii0 SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ��r.---• . S / Na.. L o T$;2-G ZG-3�-3G F.S. p 2-0 ci / /)/ ,/s/� SoL,O. 4 9,-"40.�38 l /f.�' �/ 5� � -Sta-S/-Lo�/,-�-L�-d6-G8-?.� 2al�sk'� r� h/i,1)nwoaA Vis. _.�.� Y 6 6 96 d v/ 24 c'/27 9/ /7s Sol° `/3 3,.(oo, (1.oC S o oiN'''' 1' / L ' L 7403 W/NDWaOD LS%, re) F,-/PaSt��7oMtS P ...j/T3 I� '7 od 77a o / 6'// /'f 9/J7/76 6LD. P67-S2.672 730ILD New ©Ne''frvM lbw. � �. e ' Co0 ,� S` 1/ 6 d �9o0 ?0 6 ✓ // /4 7 1oi2e177 SoLD 'i6,Dob 04:7')F, Homes omts Xiv , /a N. 111.540w ¢ kir P 1103,33 ‘4t5//Py tSFCed k'.34..caO if/...c To ear,,,Que7 /' 3346 AGE BUILDING CONDITION �. I ' fn t�, '., a L Iir)6f -� r . C.nr1e1 l.-t ( 4-v Ar1d 1 -Se)PI t .-..141 00e NEW NORMAL BELOW ABOVE ,a!/ 5iii,51 rW�; 9y Itl►)) / / / 0 FARM Acre Value.Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland • Swampland FRONTAGE ON WATER . Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total '' '' DOCK t -- ^Y,xa ..,....5.---:A,:*-•:" ,,144i0,111,, 'A‘,,..?it/ ,l, :\i •c'''-'A'6\\ r, '..'1,';A,, ✓i}? t .t"Yt, '=5'S� •,•- jFi, 3''�f - li %.-1 i ii, * \;i qi''...y.. ,: if�1i12,„ fir t'J. 11 N sS 4 y •..'�41 :'„. ,yJ ,-1-'AY• -`3�siwt-'* .r / : =1. . C': '-'---\-:'=-4, 'th,,,,....,44proiort---- 211 ----7.:,-,t.,:,%.„.., 1 1 - t:•�, . w /, as:•' r ,1R‘s ' ., .. ..,:„...., ,,,, • • ,_` t 1E,.".4 •� � _ _ _ _morx :�l 'f'�',,;' RIMYi ; r E .4...1....-7,,,,--. 4' ' �: w . .,yi ,t ,p/.y!4a. b f .h ..6.T?Y� SnyYr y, 0,.M.. 'k�i'" ''• _� .'�� l:T i # _ ..14:40,:. t• ,.„ K�,•.,lr+#• "Y`^ X`�� K q'a,. 'rir,'+W�' T�'h...' pp(( /� ` ry fix + . w �"�- � r ,•;:..y!�r,Nr4 �'" t `+� \n / l` �J� Zd ry WY ,.. t 7 1 t }� � ,rt� r f'1, r �F.th r p .r;. �{ {1 �, 01. +� i a 3 S tyry -1'13 ay �y, • l xxy ( , , '' 1 .k•,tty �" s i l��t '` ��` �:'y' 13 '4. li, _ `�i+Y rs'to A`.'re`'' 1.14,1;"At/4'tu4:•fiC4.i,''(yM � m �•:+' 'Ai y'1�.t� ',}' �y -7,-/ r 14611 c 'r' /69 Cf .; i�.k.} lies x 1}3 1'r�..s�f ia', mr•*ry:x�„1 ''+; , f _2 —.._. ,YL6 Otfa�':(2 nt�f�y^ 115.-15-23 11/2015 _ as(`r �g �/ M. Bldg. zx��,Z�, _ �a® S �S-d Foundation / ��. Bath 1�'/� Dinette tv Extension ,c74-.2„..5, = ���� 2� �� • Basement ! Floors �, . W K. Extension - Ext. Walls I1ityi d�3 Interior Finish S� LR. i , o Extension Fire Place / Heat ee DR. nd 5Y fx , .61) ® Type Roof �(4.�� Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. T_ 6- Z l S N Gs Dormer Breezeway Driveway - - Garage /,-? ,,Y22 9 166 .2 fg - - Patio - O. B. Total il In „ i5 ' - t. t. `, Cr).I. �. 1: .� -r., ,, •/• soi/,4 O l0 : Town Hall Annex Telephone(631)765-1802 54375 Main Road ; N Fax(631)765-9502 P.O.Box 1179 G Q , Southold,NY 11971-0959 May 12, 2016 •••• BUILDING DEPARTMENT TOWN OF SOUTHOLD Michael Passantino 2180 5th Ave, Unit 1 Ronkonkoma NY 11779 Re: Anderson,350 Donna Dr,Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Re: 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 - 40427- Solar Panels • STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE is.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Trinity Heating&Air, Inc 732-780-3779 DBA Trinity Solar ic.NYS Unemployment Insurance Employer 2180 Fifth Avenue Registration Number of Insured Unit 1A Ronkonkoma, NY 11779 49-23097-7 WorkLocation of Insured(Only required jfcoverageisspecifically Id.Federal Employer Identification Number of Insured limited to certain locations In New York Slate, &e:, a Wrap-Up or Social Security Number Policy) 22-3292324 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity BeingListed as the Certificate Holder) HDI-Gerling America Insurance Co. TOWN OF SOUTHOLD 36.Policy Number of entity listed in box"la" 54375 ROUTE 25 EWGCC000065615 SOUTHOLD, NY 11971 3c. Policy effective period 11/1/2015 to 11/1/2016 3d. The Proprietor,Partners or Executive Officers are eluded. (Only check box if all partners/officers iocludcd) nU excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business zeferenced above in box"la"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The Insurance Carrier will also not(f'the above certificate holderwithin 10 daysIFapollcy is canceled due to nonpayment ofpremiums or within 30 days IP there are reasons other than nonpayuheht ofpr emituns that cancel the policy or eliminate the insuredfro►n the coverage indicated on this Certificate. (Awe notices maybe sent by regular mail) Otherwise,this Certificate Is valid for oneyear after thisform is approved by the insurance carrier or Its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certit'that I am an authorized representative or licensed agent of the insurance carrier referenced • above and that the named insured has the coverage as depicted on this form. . Approved by: Geo ge J. Dittmar III • (Print name of authorized representative or licensed agent of insurance carrier) Approved by: w, 4 1i! 10/22/15 6 (sij e) (Date) Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: 732-462-2343 Please Note:Only insurance carriers and their licensed agents are authorized to issue Porm C-105.2.Insurance brokers are NOT authorized to issue It C-105.2(9-07) www.wcb.state.ny.us STATE OF NEW YORK WORKERS'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 la. Legal Name and Address of Insured (Use street address only) lb.Business Telephone Number of Insured TRINITY HEATING&AIR, INC. 7327803779 DBA;TRINITY SOLAR 1c.NYS Unemployment Insurance Employer Registration 3140 VETERANS MEMORIAL HIGHWAY,#3 Number of Insured BOHEMIA, NY 11716 PENDING ld,Federal Employer Identification Number of Insured or Social Security Number 22-3292324 2. Name and Address of the Entity Requesting Proof of 3a.Name of Insurance Carder Coverage(Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York TOWN OF SOUTHAMPTON 3b,Policy Number of entity listed in box"la"; SOUTHAMPTON TOWN HALL 16 HAMPTON ROAD R71757-000.. SOUTHAMPTON, NY 11968 3c.Policy effective period: 7/1/2013 to 1/8/2016 4.Policy covers: a, V All of the employer's employees eligible under the New York(Disability Benefits Law b. 7 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 covera c as described above. Date Signed 1/9/2015 By )41' s.r 44¢ et Signature of insuren carner's au prized roprescntativo or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212)355-4141 Title SUPERVISOR-DBUPOLICY SERVICES i 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 1 carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.a of the Disability Benefits Law. It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,Now York 12207. PART 2.To be completed by NYS Workers'Compensation Board(Only if box"4b"of Part 1 has been checked) • State Of New York Workers'Compensation Board According to information maintained by the NYS Workers'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 ofNYS Workers'Compensation Board Employee) 1 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(5-06) ' , A�® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/28/2015 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 Barbara Hayden NAME. y DITTMAR AGENCY PHCNNo.Extl: (732)462-2343 n/c,No): (732)780-8414 78 Court Street ADORessbahayden@dittmarinsurance.com P.O. Box 1180 INSURER(S)AFFORDING COVERAGE NAIC# Freehold NJ 07728 INsuRERA:HDI-Gerling America Insurance Co. INSURED INSURER B:Lloyd's, London Trinity Heating & Air Inc. , DBA: Trinity Solar INSURER C:North River Insurance Co. BPTP Future Holdings, LLC INSURER D: 2180 Fifth Avenue, Unit lA INSURERE• Ronkonkoma NY 11779 INSURERF: COVERAGES CERTIFICATE NUMBER:2015-16 Liab Master 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 AMAGERENTED A CLAIMS-MADE X OCCUR PREM SESO(Ea occurrence) $ 500,000 EGGCC000065615 11/1/2015 11/1/2016 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GE 'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 2,000,000 (Ea accident) A X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS EAGCC000065615 11/1/2015 11/1/2016 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS _ AUTOS (Per accident) _ Lease/Loan Gap $ A UMBRELLA LIAB _ OCCUR EXAGC000065615 11/1/2015 11/1/2016 EACH OCCURRENCE $ 3,000,000 C x EXCESSLIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED RETENTION BINDER110115 11/1/2015 11/1/2016 Limit x of$3,000,000 $ 21,000,000 WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E L EACH ACCIDENT $ 1,000,000 OFFICA (Mandatory MBERin NH)EXCLUDED? EWGCC000056515 11/1/2015 11/1/2016 (Mandatory in NH) E L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,000 B Errors & Omissions PGIARK0201403 5/30/2015 5/30/2016 Per Occurrence $2,000,000 Pollution Liability Aggregate 2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER t CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Routh 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE Barbara Hayden/BAH / �� ' ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) i` q y' YS��\ �} ��{ -'� � Y'�jr •� '-:jam _- �G �' K _ __---A15:-.\,-._46� — Ths'•,- , _ {�,. s+l S,hh~ r� ": tr�r, rM�rs;� nit ;...„,!..w,,„.„,...,..„,,,„.„,___;7� , `-7 - c ,�x;�q`rJ, ,? . Es. :-$1. S `� a yc A�II7._,......,:..4,:::....... ,......,- ^. {\ /./-&,, .. Jay+. J] .•%k .h�/, xst x � �" '� /, r, n w A .� ' rar^.fir rules Y'. 411,-* :G4, r , ` !� , -i/v,/" 4,j4 1 s~�VVi . ' N. / 4. \!'I .yam SII 'Y. -3Vitt ��� G ��ti�y '//&•• lte ' c (�('//////'' a \ 1 ur%— Ori 1-I4 \-11'-'3101i--i� j1j��\l Il .f`' .` 4- .lik l�. /�,; t� /f;,• ��k cti /�i /(r'i''�a�: yeI '•^( '''''', Ri X16 1...:y., . .v.., •wA..?..,•e,—•-•—Law.. a....---r' .�4)•. "/JI YI .A�}� - /u:,—.,,SZ�li:y. �l •4-:�.'lr4`/=a.. \ .- 1 /��n � s�z•:.v.Nt..:e..Js,WaA.au.ahy tv_.i,•�1•,•,.•Axev.�;ea•..w,:::•xvew w,. .... a:•xn.•a:u ..-.. x:a:....m,�� j' k` Suffolk County Department • ' •ya ent ofLabor . Licensing �. . = 1,4- E Consumer Affairs ..0 VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 'i e''.'46 4'.P'i'' f=%� : DATE ISSUED: 6/19/2014 No. 53689-ME r 4. IS _ ; SUFFOLK COUNTY ,.. .r. \-.x,` . � Master Electrician License , Q � This is tocerti t �C p.,_. fy hat RICHARD GUARNERI :,0„_-lili 5 �c doing business as RASCO ELECTRIC.CORP ,.,.....,.:0,71:::::,, having given satisfactory evidence of competency, is hereby licensed as MASTER ELECTRICIAN in accordance with and subject to the provisions of applicable laws,rules and regulations of y{' - ' the County of Suffolk,State of New York. ,f s sV,--.....1.__.§, Additional Businesses `� NOT VALID WITHOUT ',J DEPARTMENTAL SEAL .4 'r AND A CURRENT ,t:, ' ` CONSUMER AFFAIRS ' �,',1:01ID CARD VIPlii-i P,••• a Commissioner t)1,telfg I' dMA ' ..,, i" liro St• 4 : _ . ,,,,,..„... 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F ��: ...,, � ,a�_; . r u i '.4,;t�+ l$7J" ."SA .Pft , .•r;'-;:.\: .i... , i-- .3Y.r.E, '` - '''''' ?::.:4`1'''''''%-v.'"':i ,',- srrh .,- ,Z,1nr".a` a .t 2rs • �.- s .•✓-, -,*-.-,-'... -c'''''' ''''. 4.:A;%a. � •',Z..�:.., r.$y:�, Vl iS,l: , -1' A� #.._ t.„ 5 ,4V' 7 -Lec -^ 4WIINt>. raw, ,t \i'.'gr. `7 : u '.�ir - �}'y ,,. .x .� • T�'. ''�` .a� ;, c� :. -: �::s. -Ry G _� -' r. � - j. a A �,'..='J.. �. egt -# Vzi �4 + ,—;-z- *:,�_ .0....a.,.,So2Fita:o, rtti--x f. ' ?-..4..ra:. t%:Jc3w,_oz.3 s,.. - a.. 4 Gw z., > r•.-fi+-_+i,�r.v" �'a� 'L T+s "'�i,.p'C. : .,-- .\-\;„-_,.74-...,,t). . Suffolk County Department of Labor Licensin & Consumer VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 • ' DATE ISSUED: 1/29/2014 No. 52821-H s ar.�� 'ek 1`, . SUFFOLK COUNTY 4 W •0 Home Improvement Contractor License ,, , iv'to, This is to certify that WILLIAM F CONDIT 1.7 doing business as } ,.. g TRINITY HEATING&AIR INC DBA f ` U.-,4-410,Mf having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules r rte`,.: '.,.,- ,,,,41 and::::mAllEtuRRENTIonASLoN:rEthAeLCounty of Suffolk,StateofNew York is hereby licensed to conduct business as a HOME "fIMPROVEMENT CONTRACTOR, in the County of Suffolk. 4 7; r r - : License Category -r-' l} NOT WITHUT Additional Businesses Othe1),,,,..za) r x4 .,4'. DEPpJy SOLAR �"'� AN � •� t CONSUMER AFFAIRS i ID CARDx n ilCommissioner f :11;E: .£4,',.,","_ E: __ ._ _. ------, �__i ` --,.m-- — [5,,..s;U,rr-4,..6.,ti�^r/' :�^ "r',,,,x.1......,,,,..,,,,,....4 .5...#-.4,1..a-7,—",'a�•*.. .�=ti:Tr/.:ASY. e k--- I ' -.; w sI�.4,4444-,..--,,,,,,040-..-.4,-, 717,..,:.;;;,... - ,',••• F'='t'+:Th,.•`'a7_� ..ss:_r� ,^„ " 4a....Sq,..r. r L-' 1,4,-'• -,-, c .b . .-r rj'3✓.�.. ;• ..Lam" i_ - 3- a .F .'i.' .J r r' J' „ ♦ , :C. •+ N F' s, l .. .0 rte 1 ..3� w s .�r f _-_ - -r- .moi' `' ra-,-,s.,. o' ,-.... r- vi?„.. z�_' T �. a ,,A } x,:�. 't� V. c ..v r .. rrs a., f i Y,. .4 3.�:���. �� K1: ���� ;:� W.(;;,,. ..i � ;�y!,,+{aG _ z."`S=oaSSr tt r.•. �, u.�.yam.,..t 5.,. ?�., ��•re ��?r�i.'`'vh Sze:- .mow .,� i..... 4.4. vssy of 3 ✓ t s,, o�t-'r cr=X ., ri ,e t.fi v - xF ?� s7 Y N, a. �1 V - t F 't; t'j }t 1 .1H)r_tt x• , .. TH' �i�,'� {t / - ' J7 • • .. N�pt, SUFFOL,Er �__ AVENUc- 1� r _ _-•-•••••! - •- SUFFOL'.( COUi1T'L HEALTH DEFAgT:'-eilT ~SD • /Y` )' e bATE OCT-131977 Ii. D. Ri'' If •/ g The Bevorzo 0i'.roS.7i'aul .• Er•:',iy . ., • tO fncilitl.nD for alts T.3er.' : i !a•T boon .,. inspoctell b� t`17a t a far'-d �1 .• 4.oLb8raetisrectDr 1. ,�y .. ..,. ' I . `j Cl lof of CnnnrrR F.�3'nooring • ...• ?'% Suriias5 • /82.00' ':fib. Q 1% •••!)„3 O • IS. • 20• Y1 LL 0 ';'1,.°j h 36,3' 47cr -.- Q ' ••4,1 • E, 1t. 'V Q • •„:„..,,,,,,,,,„443..... S[PNCTANt ,LPI N 6 or / - • :111 ;;. jr V 1� • �o \ %\ do 7^ rD /^ C:1 . I •.;t ry -• s. Lw N L 2•3 �;;y a 1 ✓:i, �r j I a O I r Lot 25 O ' • t j • • , c_+- j • I - . • C7 . w NOTES • = MONUMENT • n =STAKE • • • SUBDIVISION MAP FILED/N THE OFF/CE • OF THE CLERK OF SUFFOLK COUNTY ON , JAN. 28,/965 AS FILE •7256.- S`p1E OF NE } rr • o�PRU W !•0 Of , TBI/LOCATION OF WELLS AND CESSPOOL, .'�,. • SHOWNHEREIIM ARE FROM TICLD OBSERVATIONS v lltq I AND/OI IROS DATA OBTAINED 1801 O1Hil1 ,IT .'e.--r- •f fEVISIONS •.. ._.___________ . t 'YOUNG & YOUN , h• a IMO/ NOV 3,1976 400 OSTRANDER AVENUE, RIVERIIEAU, Pd I, lin ` 4 MAY/7,1.97T ALDE.N W.YOUNG ►1 .itiVlb SAO• . G. PROFESSIONAL!NOIH!!n AHD LAND LANG .UR yrYOp.N Y 4.LIC NO,17.47 N 1,■ LIC NO ' SURVEY FYE M: . ,,1.,•_ro A11rue•CY W4 AaarnaN ,c, BEN MENDOZ ZA ' . • /.1'. .CYN,j TAIL It1.1CANIA r ,nt /.A, LOT 24 11 DEEP HOLE CREEK'ESTATES t • , -N.: S11N.t r •ID k.1 IN A1:149 •'.1 }-.,0111,41 .a•IC :t•L .•• GUAITANiELp TO. 5.411, 1111,..,: 11:••,••111111/ AT MATTITUCK A. • .• •u .4,r r%*r AMER/CAN TITLE INSURANCE CO. • TOWN or SQUTHOLD SOUTHOLDSANNGSBANK „ .,r v•-, ry or/V( 1.du ROM ////rr iN..ri.er:(,- Ah..„, r. . 4•„A • UY /J�(f�// V .... ..r t a�:.v. ,.,.[•.+r�rAL SUE fUl{{ CO. N.Y. rr'((UYVYJJ�^"—'I•� 'Al...I,N1r.t Y, •4 Cilia I/t 7t'OW' r '..[ No. 5-699 ' p•.' •,•r :rAn.•..,,1 •,! SCALE In C SOI UATF' OCT IO,(9T�J tf. . . r r./1 Ail• ,.5, arac-e_ APPROVED AS NOTED RETAIN STORM WATER RUNOFF DATE:..........-<5__... ��.P.#..___. ..!►�02 7 � PURSUANT TO CHAPTER 236 FEE: . d, I' !. BY. i OF THE TOWN CODE. NOTIFY BUILDING DEPARTML. T AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION ELECTRICAL 4. FINAL - CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FCR 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 NACREtatITIttDINNeTRUSEE OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY F Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com December 14,2015 Town of Southold Building Department Town of Southold, NY Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of New York. Please note the following conclusions regarding framing structure, roof loading,and proposed site location of installation: 1. Existing roof framing: Conventional framing 2x8 @ 16"o.c.and 16' (horizontal rafter projection). This,existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 12 psf snow live load (20 psf ground snow live load reference) • 4.5 psf roof materials • Exposure Category B, 120 mph wind uplift live load of 21.27 psf(wind resistance) 3. Address of proposed installation: Residence of Charlie Anderson, 350 Donna Drive, Mattituck, NY 11952 This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2010 Building Code of NY,2011 NEC,and 2009 ICC Energy Code.The spacing and fastening of the L-foot mounting brackets is to have a maximum of 64"o.c.span between mounting brackets and secured using 5/16"x 3'/Z" length STAINLESS STEEL lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 120 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof to be 3" minimum. Please also note the following: A. The Design Criteria for the Town of Southold is in conformance with the 2010 NYS Residential Code RC301.1 or ASCE 7-05,as per referenced standards.Wind speed design is 120 mph. B. The mounting brackets and hardware meet or exceed 2010 NYS Residential Code requirements for the design criteria for the Town of Southold. C. The actual in-field attachment to the roof will meet or exceed 2010 NYS Residential Code requirements. Very truly yours, Rich d • ',•on P. New York 1 icenselNo.079309-1 i� a�0 X900 p� 2 * *43 cc, 4-1 F c7930v- <<, �p,9OFESSO�P� . . , . / \ N STA L LAT O N OF NW ROO F MO N T E D Danny Drive 0 RICHARD B. GORDON, P.E. E. LIC.#079309-1 % '17,0:-;',.-t , = • am.-qi ...N. 8 . 3 2 k W PV SM '7�, 1;fr :, h,' ,.:� 1e, � _° :: iiiS:,t�F; \,� N Go, ..,:% ,Q.. 'r i<'3'4:',,a..h,; 4yEt V ,y,e arta x`,1,V_; 444:j4114,''.'''',14,2,_,ryi , r_ ''' t)l'..�, it'''-; ','M''' , , 350 DONNA DRIVE ,.,,, ,,,_,,,,,,,, ._.„,,-„,,,,,,,,,,, ,,,,,,,,:,„,„:4,, ,:: _ �_ .; _- In"^'A:,L. .'a'< . -,,,.:1.F:,,,,,,,,7",.:, ,:* •6:.-ar°�:'. -'S<: ,i. �'• �2 Z.'2 acv MATTITUCK NEW YORK 11952 `,, .,,,e' , ( j"7,r •--a,`�',3 .- , _", . -.,4,,.,-, ..-1,, '."e,,, ..why 4,, ,- ax ',• „ a ' ; : : � g �� • bd , 7-,,-� = ,� ; ,3 �,,.�;,z rM0I.sued/ 'evlsl,ns� T• a it .I i AM.. ISSUED TO TOWNSHIP FOR PERMIT 12/1/2015 CIV ICINITY MAP SITE NO DESCRIPTION DATE SCALE: NTS Project Title. ANDERSON,CHARLIE- TRINITY ACCT#.2015-69730 • Project Address. 350 DONNA DRIVE MATTITUCK,NEW YORK 11952 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET INDEX Drawing Title: 1. THE INSTALLATION CONTRACTOR IS 8 THE DC VOLTAGE FROM THE PANELS IS 14. B) CURRENT PREVAILING UTILITY JB JUNCTION BOX PV-1 COVER SHEET WI SITE INFO & NOTES RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kVA KILO-VOLTAMPERE PV-2 ROOF PLAN \N/ MODULE LOCATIONS PROPOSED 8.32kW DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT SOLAR SYSTEM CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS ALL PERSONS PREPARED FOR THE PURPOSE OF kWH KILO-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY. WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND L LINE 2. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL THIS SET OF PLANS SHALL MCB MAIN CIRCUIT BREAKERMDP MAIN DISTRIBUTION PANEL Drawing Information RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MLO MAIN LUG ONLY DRAWING DATE. 12/7/2015 EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MTD MOUNTED DRAWN BY .IMG, DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. 'ISSUED FOR CONSTRUCTION" MTD MOUNTING IN THE COMPLETE MANUAL 9 ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE REVISED BY 3 THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL - RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES NEC NATIONAL ELECTRICAL CODE UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRIC CODE ARTICLE NIC NOT IN CONTRACT System Information COMPONENT AND INVERTER MANUALS 690 NO# NUMBER PRIOR TO INSTALLATION THE INSTALLATION 10 PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE TOTAL SYSTEM SIZE 8 32kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION TOTAL MODULE COUNT, 32 , AMP AMPERE P POLE ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL MODULES USED TRINA 260 - , POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING AC ALTERNATING CURRENT PB PULL BOX / THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION Al ALUMINUM PH 0 PHASE MODULE SPEC# TSM-260 P005 08 SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND AF AMP.FRAME PVC POLY-VINYL CHLORIDE CONDUIT UTILITY COMPANY PSE&G 4 ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION. AFF ABOVE FINISHED FLOOR PWR POWER UTILITY ACCT# 0266800202 AFG ABOVE FINISHED GRADE QTY QUANTITY MOUNTED,THE INSTALLATION 11. PRIOR TO THE SYSTEM START UP THE - UTILITY METER# 96980247 CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL CWG AMERICAN WIRE GAUGE SNS RIGID GALVANIZED STEEL r ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL C CONDUIT (GENEDIC TERM OF RACEWAY,PROVIDE AS JSSN SOLID NEUTRAL DEAL TYPE. WBD SWITCHBOARD SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING �` COURSE ON SITE CONDUCTIVITY CHECKS SPECIFIED) U.0TYP TYPICAL C 6-6-/,-. `, CB COMBINER BOX U.0 I. UNLESS OTHERWISE INDICATED �f• O F 1 y ��, 5. FOR SAFETY,IT IS RECOMMENDED BY THE 12 FOR THE PROPER MAINTENANCE AND L �•' �y CKT CIRCUIT WP WEATHERPROOF � ' MANUFACTURE THAT THE INSTALLATION ISOLATION OF THE INVERTS REFER TO \ I - CREW ALWAYS HAVE MINIMUM OF TWO THE ISOLATION PROCEDURES IN THE CT CURRENT TRANSFORMER +72 TRANSFORMER ,..7"...,:: Rev.No. Sheet CU COPPER +72 MOUNT 72 INCHES TO BOTTOM 7/<( PERSONS WORKING TOGETHER AND THAT OPERATION MANUAL DC DIRECT CURRENT 'EACH OF THE INSTALLATION CREW 13- THE LOCATION OF PROPOSED ELECTRIC OF ABOVE FINISHED FLOOR OR15DISC DISCONNECT SWITCH GRADE \ �✓ Q \/ _ MEMBERS BE TRAINED IN FIRST AID AND AND TELEPHONE UTILITIES ARE SUBJECT DWG DRAWING / Q . 1 • 0 '` P 1 PV 1 CPR- TO FINAL APPROVAL OF THE ,._ i 6 THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO APPROPRIATE UTILITY COMPANIES AND EC ELECTRICAL SYSTEM INSTALLER , EMT ELECTRICAL METALLIC TUBING BE INSTALLED FOLLOWING THE OWNERS, FS FUSIBLE SWITCH \'`'-n 'CONVENTIONS OF THE NATIONAL ELECTRIC 14 ALL MATERIALS,WORKMANSHIP AND FU FUSE �1� � 'CODE ANY LOCAL CODE WHICH MAY CONSTRUCTION FOR THE SITE GND GROUND a''ro`sf•<�~"' SUPERSEDE THE NEC SHALL GOVERN IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER 7 ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH s. HZ FREQUENCY (CYCLES PER 2Cr �7 1 \`� : - • • INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL SECOND) (� 9309' \� "UL"LISTED ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, 70 (rte rim ' 3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS 9p,ES SI00" Y GENERAL NOTES ,. -- SOLAR IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN"A",PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLITY OF EQUIPMENT 2211 Allenwood Road 877-797-2978 Wall.New Jersey 07719 www Trmay-Solar Com 3'-3' NEW PV SOLAR MODULE,TYPICAL IRON RIDGE CLAMP I U 0 I (REFER TO EQUIPMENT SCHEDULE (SEE SPEC SHEET FOR DETAILS) RICHARD B. GORDON, P.E. FOR SPECS AND QUANTITIES) NEW MOUNTING FOOT/ATTACHMENT SOLAR MODULE SOLAR MODULE N.Y.P.E, LIC. #079309-1 POINTS,TYPICAL (REFER TO •• 1111111111111112 ENGINEERING LETTER FOR SPACING ANDDETAILS) IRON RIDGE RAIL i04116- 1 I�/ NEW IRON RIDGE,TYPICAL IRON RIDGE'U'FOOT I \ A (REFER TO THE DATA SHEET FOR (SEE SPEC SHEET FOR DETAILS) -I.) ONE LAYER ASPHALT SHINGLES N N'.4.3\ 5 _ SPECIFICATIONS AND DETAILS) SUNMODO FLASHING (SEE ENGINEERS LETTER FOR SPECS) 1, 1 p (SEE SPEC SHEET FOR DETAILS) ,..J APOC SEALANT 'n m _�_ ,Z NEW END CLIP,TYPICAL =_ Mil _ (REFER TO THE DATA SHEET FOR 5 A SSS - :----/-71-1, CO ilk SPECIFICATIONS AND DETAILS) LT '_�11111,71 WLAG BOEXISTING RAFTERSOLAR EXCEEDDPEAK HEIGHT ULES SHALL OT 19ZZ I \ \ NEW MID CLIP,TYPICAL (REFER TO ENGINEERS LETTER FOR SPECIFICATION] (REFER TO THE DATA SHEET FOR SPECIFICATIONS AND DETAILS) ATTACHMENT&CLIP DETAIL ❑PV MODULE ATTACHMENT ❑HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF -111.---7: ��• SCALE NOT TO SCALE SCALE NOT TO SCALE SCALE NOT TO SCALE NOTE REFER TO MODULE SPECS FOR s-•ued/Re Isions • FRONT ,7771711 1711171, 11111111 17111171 1117,,,, 7,7,7711 17711117 17171717 P1 ISSUED TO TOWNSHIP FOR PERMIT 13/1/3015 - 11711111 ,711,17, 1111,111 7,,,7„1 11111,11 17111111 71,„117 ,7„7771 77171111 17111117 777171,1 7,777,77 11717117 71717711 71111117 1711171, 717,7171 11111111 11171711 111111,1 1771,111 11111111 11111111 ,1,711,1 1,111,11 1,111171 111,117, 17771111 71111177 1777,771 ,1171111 17117711 ,71,7,7, 11111111 11111771 71171777 1771,111 11717171 11111117 11111117 1111111, 117,7111 11111111 11111711 11111117 „17,7,7 NO DESCRIPTION DATE 11111111 11711111 11771111 1,7„1,7 77,7777, 11111111 11117111 17771111 1,111111 1111,111 17771171 11111771 111/7771 17777771 77,77,11 17111177 77711111 171111„ 11711171 11111,1, 71771717 11111711 17117717 11771771 11111111 111,1111 111111,1 71111111 17111117 11117111 17111171 11171111 11111117 11111111 11177171 11171171 11117771 7171,7,7 11711-7l 7,1„111 77,17711 1717,1„ 71171111 17111111 11117177 77171111 71111111 71171111 11111117 17111111 77171117 17111111 17711111 71111111 11111171 11117711 7,171,71 11117177 11111711 11111717 17111111 17171111 11171177 17111111 11171111 11111711 11-171711 777,7777 11,1„17 71,7,,71 711117,1 17771,,, 11117771 ,1„1,11 ,77177,1 Project Title: 71111171 7,,,,177 17171111 „1771„ 1„77,17 11717111 11111111 77717111 71111,11 11111111 11117711 71717177 11117171 11111177 71111117 77177777 11111117 11111111 17177711 11111111 117,7717 71117177 17177771 111,7„1 11717111 71111117 11111171 11117711 11111111 ,1117711 771177„ 7111,717 17117-11 7„71,1, 11711111 17111177 11111117 77171111 771,1'1„ 1,17111, 777,7171 ,1111771 17,177,1 11111771 1117,1„ (� ,7,17111 17171171 ,7,,,,71 11777117 7,,,11„ 171,77,7 7,,,117, 11717,77 711,71,7 7,11,,,, ,111,77, 7111,77, 71,77777 ,7,11,1, ,1,711,1 ANDERSON,CHARLIE- Ali 1,,,,-111 ,77„777 1,17,7„ ,7,71,,, ,1711111 ,,,,111, 1,,,,111 7„11-1,1 17,,,1,1 ,177-1,71 11111711 ,717,1,1 11„1177 11,1,1,1 1,1,7,71 1,7,177, 1,111„7 1,7,1,77 ,171777, 71171771 ,77,1,11 1,17,,,, 1,177111 ,1111177 „177,71 7,177771 1,7,1171 7177,111 ,11717,1 TRINITY ACCT# 2015-69730 11111111 11111711 11711111 111,1711 11111111 1111711 11111111 1111111 71111111 11111111 ,717,171 17111171 ,11777,1 11111171 71111711 11111111 D C 771,17„ ,717,7„ 7,,,,77, 1,,,,,7, ,1,77771 71171111 71777,17 ,7,117„ 77171711 717117-11 777-17-m -11-1-177-17 ,,,,,,,, 11-111171 17-111111 ,,,,,,,, 71,711„ ,1,,,171 1,7„711 17,11117 777,7171 ,7,77,,, ,,,117„ ,,711-11111 7177111-1 11-111117 1171111-1 1-1-17771-1 -17-m-1-17 ,,,,,,,, 717,,,1, 11111111 11117171 ,,,771„ 117,,,71 17777777 ,11,,,,7 77117171 7-1111117,,,,,, ,,,,,,,, ,,,,,,,, 171-17111 1,711777 711717-11 ,,,,,,,, 7117,1„ ,1„171, 111,1177 71,1771, 1,1,,,17 ,171717„ 7,117111 7 11117,17 7,1,11,7 7,111,11 ,71,1,71 11711117 „117771 ,,,1,711 177,77,1 Project Address. 77717111 ,71,7111 11711711 11711„1 17117171 71111111 11111711 11111111 17111/11 11111171 11771117 11111111 71177111 11771111 71171111 77117171 17177171 11711711 11777711 11711171 77111111 11171111 71117111 11,7-,11, 111,1711 „771111 77117717 „7777,7 17,1,711 11,117„ I,- 711,71„ 17717117 11117111 17711117 11111171 711771,1 11771717 11117111 ,l7--17, 1111771n 17111171 77177717 17111777 17171711 71111111 7177117, 1711,7,1 17111711 ,1,17117 771171,7 ,7,1„77 11,1,77, C11171171 11117177 71111111 17111171 11111171 71-177111 11111777 11111111 7„7,7„ 71711111 „1711,1 177„171 17171171 11711111 7,,,17„ „717,1, 1171111-1 ,,,,,,,, ,,,,,,,, ,,,,,,,, ,,,,,,,, ,,,,,,,, 1711,771 77777171 77717111 11171177 11111111 17177711 17111111 77171171 ,1111771 1,111117 1,1,17,1 71717,71 117171,7 71717117 717771,1 17„111, 350 DONNA DRIVE 11171777 7,1,1,77 7771,711 11711117 17771717 ,7,11771 77,11717 77717117 11111-I11 71717111 71177711 71,17„7 11711177 71111771 17111117 11717.117 11111171 11111117 17171711 11111711 7711,7,1 111,1,77 7,1,71,1 ,,,1177, 11117771 71,11771 7,177111 17711,71 77,7,177 MATTITUCK,NEW YORK 11952 ,1111117 11111111 17111111 ,,,,,711 77171111 771„17, ,17117„ C M EP (R2) (R1) DrawingTltle: ■ PROPOSED 8 32kW JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ SOLAR SYSTEM JJJJJJJJ JJJJJJJJ (R3) JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ Drawing Information JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ JJJJJJJJ DRAWING DATE 12/7/2015 JJJJJJJJ JJJJJJJJ /°° JJJJJJJJ JJJJJJJJ , OF iv6- DRAWN BY IMG I JJJJJJJJ JJJJJJJJ �� 'i� REVISED BY /,t,Q`f 3,•�L� B. GQ 10- / O /�J( k5t ' System Information TOTALSYSTEM SIZE 832kW TOTAL MODULE COUNT 32 MODULES USED TRINA 260 • MODULE SPEC# TSM-260 P005 08 • t� 11T1LITY COMPANY PSE&G [�_�/ UTILITY ACCT# 0266800202 �0,,,Q 0,930, F`G\� UTILITY DEATTYPE:ER# 96980247 NOTES* BACK ��f� S ��r.�, 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE t7 MANUFACTURER'S INSTALLATION INSTRUCTIONS 2)ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING. Rev.No. Sheet 3.)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. A.) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE n �\�// ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE r R1 NEW END CLIP,TYPICAL(REFER TO THE UNIRAC QTY SPEC# INDICATES ROOF DESIGNATION REFER TO INDICATES NEW UTILITY DISCONNECT TO BE E CODE-COMPLIANT INSTALLATION MANUAL ARRAY ORIENTATION=81° R1 ARRAY SCHEDULE FOR MORE INFORMATION n INSTALLED OUTSIDE SECTION 3 2 5 FOR SPECS AND DETAILS) 32 TRINA 260(TSM-260 P005.08) _ MODULE PITCH=16° R2 E-G INDICATES NEW PV SOLAR MODULE RED MODULES NEW MID CLIP,TYPICAL(REFER TO THE UNIRAC 1 SE7600A-US AR-RAY ORIENTATION=81° M INDICATES EXISTING METER LOCATION ,(- INDICATE PANELS THAT USE MICRO INVERTERS B CODE-COMPLIANT INSTALLATION MANUAL JF • • MODULE PITCH=18' REFER TO EQUIPMENT SCHEDULE FOR SPECS SECTION 3 2 5 FOR SPECS AND DETAILS) OTHER OBSTRUCTIONS r lin ' Y R3 (1 NEW UNIRAC RAIL,TYPICAL AR-RAY ORIENTATION=261° n LOCATION EXBASEMENT SISINELECTRICAL PANEL P INSTALLEDINDICATES NEW PRODUCTION METER TO BE _-- (REFER TO THE UNIRAC CODE-COMPLIANT ' 'S O L A R l MODULE PITCH=18' INSTALLATION MANUAL FOR SPECS AND DETAILS) flINDICATES NEW MAIN DISCONNECT TO BE Dc INDICATES NEW INVERTER TO BE NEW MOUNTING FOOT!ATTACHMENT POINTS, 2211 Allenwood Road 877-797-2978 GROUPED WITH MAIN PANEL ZAC INSTALLED OUTSIDE. • TYPICAL (REFER TO ENGINEERING LETTER FOR Wall,New Jersey 07719 WNW Trinity-Solar corn REFER TO EQUIPMENT SCHEDULE FOR SPECS. SPACING AND DETAILS) , I Engineer/License Holder RICHARD B. GORDON, P.E. N.Y.P.E. LIC. #079309-1 MOUNTED SOLAR MODULES MOUNTED TO ROOF ON 3 ARRAYS UNDER SOLAR MODULE 32-260W MODULES W/1 SOLAR EDGE P300 PER MODULE NEC 690.34 18 75 ADC MAX PER STRING 2STRINGS OF16MODULES INSERIES-350Vmax 8X8 _,....-._ ..._._ --_. . _ ..,. - w. .___. ._._._______� w __...__ ___-._—..-.___...-----„.--Y----.-_- -.- --. �_ _ JUNCTION I p ;---- >/ •2 STRINGS TO BE TERMINATED IN PARALLEL INSIDE INVERTER 1 BOX .._.,»......_ - _ .. - -- -_ -- - - iMP . 1 i Issued/Revisions , i i S I I t P1 ISSUED TO TOWNSHIP FOR PERMIT 12/7/2015 ' NO DESCRIPTION DATE V 1 I Project Title ~� • 'Y>,17. �. 0,^ fO I ANDERSON,CHARLIE- ARRAY CIRCUIT WIRING NOTES /C '`C3 \y ,'0 � i I , TRINITY ACCT# 2015-69730 L Z COMPLIES WITH 2011 NEC GFCI RECEPTACLE - �Z 1 ! i Project Address. 1.) LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON EXISTING 1p15A BREAKER r� * 11 I I 14/2 NM CABLE 1 r i{{{�� ASHRAE MINIMUM MEAN EXTREME DRY BULB 120/24ov 240V 10 4 k. ” 350 DONNA DRIVE CC TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO UTILITY O 200A MAIN BREAKER I '�n ' ```Y� CV INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT METER 200A BUSBAR 0 �-2 , _ , I ' MATTITUCK,NEW YORK 11952 TEMP = -16'C i I" - I I ('j, �y 79. Ory R <,.. CI 2) HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED —I-— -� I I CC�/p�7(�Jf" '�0"- ON ASHRAE HIGHEST MONTH 2% DRY BULB `g3� t CSSI� 1 I e Drawmg Tdle: TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO I I j INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP = I I �!-� PROPOSED 8.32kW 33'C PRODUCTION SOLAR SYSTEM 3) 2005 ASHRAE FUNDAMENTALS 2% DESIGN '. l METER D TEMPERATURES DO NOT EXCEED 47'C IN THE UNITED I ^+- a1n7Eo"cu.PA INVERTER #1 j°o°°°°l Drawing Information STATES (PALM SPRINGS, CA IS 44.1'C) FOR LESS THAN 1 > -"--5 9 CURRENT-CARRYING CONDUCTORS IN A I ^ r :r0 °_ ___o + � DRAWING DATE 12/7/2015 ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0.5" ABOVE ` 1 l i DRAWN BY IMG ROOF AND USING THE OUTDOOR DESIGN TEMPERATURE "._mm � ^ } I V > 0..7. I ) REVISED BY OF 47'C OR LESS (ALL OF UNITED STATES), _ I_ m a e- I a s.-• ; 4.) PHOTOVOLTAIC POWER SYSTEMS SHALL BE °1 ° ____j B _ 0 0 `-` .....»N_ . _ E L1 L2 N _�7 j, _ ... /_--_- 1010101 I0I0] I I-_-_ System Information PERMITTED TO OPERATE WITH UNGROUNDED 0 u' PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER I 'V 10000001,1- I , I I I _ I TOTAL SYSTEM SIZE- 8 32kW NEC 690.35 O EXISTING MAIN BREAKER I I 1I 1 �•'., _ TOTAL MODULE COUNT: 32 LOAD CENTER I ! MODULES USED TRINA 260 5.) ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE I 2p40A BACK FEED BREAKER MODULE SPEC# TSM-260 PODS 08 A NEMA 3 RATING. - W/BREAKER LOCK NEC 690.64 UTILITY COMPANY PSEB:G CALCULATIONS FOR CURRENT CARRYING UTILITY ACCT# 0266800202 CONDUCTORS UTILITY METER# 96980247 REQUIRED CONDUCTOR AMPACITY PER STRING DEAL TYPE* [NEC 690.8(8)(1)]- (15 00*1 25)1 = 18 75A AWG #10, DERATED AMPACITY PV MODULE SPECIFICATIONS AMBIENT TEMP: 55t, TEMP DERATING FACTOR. 76 TRINA 260(75M-260 PDOS 081 RACEWAY DERATING = 4 CCC. 0 80 Rev.No. Sheet (40*76)0 80 = 24.32A Imp 8 5 24 32A ? 18.75A, THEREFORE WIRE SIZE IS VALID Vmp 30 6 - Voc 382 A #6THWN-2 GEC TO EXISTING GROUND ROD P 1 PV TOTAL AC REQUIRED CONDUCTOR AMPACITY 1st 9 32.00A*1 25 = 40.00A B 3/4"EMT W/248 THWN-2,1410 THWN-2,1-910 THWN-2 GROUND AWG #8, DERATED AMPACITY c NOT USED AMBIENT TEMP: 30'C, TEMP DERATING 1.0 INVERTER#1-SE7600A-US RACEWAY DERATING ` 3 CCC N/A DC AC D 3/4"EMT W/4#10THWN-2,1-#10THWN-2 GROUND f •Tr , • 55A*1 0 = 55A ty. Imp 235 Pout 7600 E 3/4"EMTW/2-#8 THWN-2,1-#10 THWN-2,1-#10 THWN-2 GROUND 55A'_40.00 THEREFORE AC WIRE SIZE IS VALID Vmp350 lout 32 Trinity® A CALCULATION FOR PV OVERCURRENT PROTECTION Voc 500 !max 40 p #12 PV WIRE W/#6 BARE COPPER BOND TO MODULES AND RAILS � S O L A R TOTAL INVERTER CURRENT- 32 OOA Isc 30 Vnom 240 32-00A*1 25 = 40-0OA 2211 Allenwood Road 877-797-2978 --> 40A OVERCURRENT PROTECTION IS VALID Wall.New Jersey 07719 www Trinity-Solar com PAGE 51 ., s REA � , . . POWER DISTRIBUTION BUG'BITESTM e)'. cU9AL OD 90 C Insulation Piercing Connectors 0 Gus ,,..f:l.._.;, Eliminates need for conductor insulation stripping LISTED rd: ,y,;' ,f No taping required after installation . ''a ��'"`w'�v f err„ . ., For copper to copper,copper to aluminum,or aluminum to aluminum applications N x -= �` t; For use on insulated conductor only °=" - .,44 'u. IPC SERIES ' '4�' 7,r;..-a Y NAED CATALOG WIRE RANGE TORQUE CTN EST.SHIPPING NUMBER NUMBER MAIN TAP VOLTS BOLTS FT-LBS QTY WEIGHT(lbs) UNIT ,s�-e., ,a 13110 IPC 1002 1/0-8 2-8 300 1 16 12 2.63 CTN .� ,.; 13107 •IPC 4006 4/0-4 6-14 600 1 13 '12 1 90 CTN A,.r A:.z:�+',a�. ,,i1;,,, — 's'•:;= _`iii 13108 IPC 4020 410-2 2/0-B 600 1 25 12 4A8 CTN fy� +,,,, i_ ,v: ter`•',Ii. i ce K,*Y 13109 •IPC 2540 250-1 4/0-6 600 1 30 6 4.17 CTN , , .,h .�, l lit 13113 IPC 3540 350-MO 4/0-10 300 1 25 6 4.17 CTN `;ll, -,;;;<f4 y s r 13114 IPC 3535 350-4/0 350-4/0 300 2 25 6 7.63 CTN 'irk;(u .a.o r 13116 TIPC 5012 500.260 10-12 300 1 25 4 2.85 CTN t ' s ,. 13104 •1PC 5025 500-250 250-4 600 1 55 4 4.06 CTN 13105 *IPC 5050 500-300 500-250 600 1 75 1 2.64 EA CAUTION 13106 •IPC 7550 750-500 500-350 600 1 75 1 2.62 EA , Use Bug•Bites on '600 Volts,balance 300 Volts(for 480V grounded Y systems) insulated cable only! t Not GSA certified • Do not install on bare cable. Dual-Rated. ' GUTTERTAPCONECTORS U�; @� CU9AL Y tin-platedL15TED c "y 600V 90°C strengthHigh aluminum Lay-in designed main conductor remains continuous Tap parallel or perpendicular to main GP SERIES CP 8 NAED CATALOG CONDUCTOR RANGE APPROX.DIMENSIONS(IN) CTN EST.SHIPPING ( --- /11 Al NUMBER NUMBER MAIN TAP H W L QTY WEIGHT(Ibs) UNIT r(r(�((�-.-- 13117 GP 2' 2-12 4-12 SOL 7/8 5/8 V% 24 1.43 CTN •� 13118 GP 10 1/0-2 1/0-12 SOL 1 3/4 1'!. 12 1.19 CTN 13119 GP 250 250-1/0 250-6 11/42 2 1'!.. 2%, 12 2.54 CTN 13121 GP 350 350-410 350-6 1'I' 1'!a 2'ha 6 2.75 CTN 13122 GP 500 500-350 500-2 1'/. 1'!. 3'/a 6 3.10 CTN For copper-to-copper, 13123 GP 750 750-500 500-2 2 1'12 3'I 3 2.5 CTN copper-to-aluminum, *GP2 has slotted screws. aluminum-to-aluminum Oxide-Inhibitor is recommended for added corrosion protection. 600V 90°C Snap-on insulating covers for use with GP connectors For indoor use only GPC SERIES NAED CATALOG FOR USE WITH APPROX.DIMENSIONS(IN) CTN EST.SHIPPING N NUMBER NUMBER CONNECTOR COLOR H W L QTY WEIGHT(lbs) UNIT \\\\\\\ t 13137 GPC 2 GP2 YELLOW 1'/.. 1=5/ 1'/2 12 0.46 CTN 41(er,i \\\\\\\\\\ X11\lSl 13138 GPC 10 GP1/0 GRAY 1'/. 2'/i2 2'I 6 0.36 CTN rete Irrite \\l\\ \\1,1\\\ 13140 GPC 250 GP250 RED 15/0 2'/, 3'/,a 6 0.40 CTN i rr7r�r/rrrla\y\\11�\��, 13141 GPC 350 GP350 YELLOW 1'/. 31/4. 31/4 3 0.42 CTN (til } 13142 GPC 500 GP500 BLUE 2'/2 35/ 4'/e 3 0.46 CTN '{,- 13134 -GPC 750 GP750 ORANGE 2"/22 31/4G 4%!e 3 0.65 CTN IJII'!I www.greaves-usa.com 11 Heritage Park,Clinton,CT 06413•Phone 860-664-4505•Fax 860-664-4546 TOLL FREE 1-800-243-1130(Outside CT) U N I RAC LCnirac Code-Compliant Installation Manual SolarMount [3.2.1] Planning your SolarMount installations The installation can be laid out with rails parallel to the rafters The width of the installation area equals the length of one or perpendicular to the rafters. Note that SolarMount rails module. make excellent straight edges for doing layouts. - The length of the installation area is equal to: Center the installation area over the structural members as • the total width ofthe modules, much as possible. - • plus 1 inch for each spacebetween modules(for mid- Leave enough room to safely move around the array during clamp), installation.Some building codes require minimum clearances around such installations,and the user should be directed to • plus 3 inches(11 inches for each pair of end clamps). also check'The Code'. Peak P I [ rr • Low-profile =na) High-profile mode w mode Ta p 3 I L Gutter Figure 6.Rails may be placed parallel or perpendicular to rafters. • 16 . SolarMount LInirac Code-Compliant Installation Manual : `U N l RAC [3.2.] Installing SolarMount with top mounting clamps This section covers SolarMount rack assembly where the installer has elected to use top mounting clamps to secure modules to the rails. It details,the procedure for flush mounting SolarMount systems to a pitched roof. Y::1„,. k'.."7 ,:'-' z.;-'+i»;r•`';-;;-e,;4;tic ,:t"t'a';',..,6:;:.i,'- ..r.,-:.[,:->,;''':::' +^_. _r • Y �<;�=`i'p,�,�° t �,":`,'?:;y<;�:sr��?;;+.7� •°;�'r.�r..x,;,`s"•"st,°� p'''''.. ,.,-•-/- �V K,,. 'i, 4 a'•�r. [3��.`<:g�tit>a-.«a --�'' �,y��,.'; +,�.�r ,yam' ''..t 7 'r''`te. ''''?"ti 'z+- - ":{g`,''7}4`��=.^'!.:[[ffs„F{.,.:..+ .�. j P,.rs"r : ''''''''',%... , d `- .te" r �. .zrµ�,vZ.}..P wa* br'f`,�.��0t.�`"�:.`::t>;[,'•r*.-�.:+.r •; r<� 'I=,�± - i, •s dry,•' ✓,.'. ,, ,i- •; ',v".,•i tiry�+ Y$. sr`.>r..1.,;.4,4);•-•'•:,:',7..'..:, _ ase.:,•'-'4.",,,,:'r 3 '. '::.'":1:.'"'Z'-•:, +- p • ';4.17''°:» ' ,•�� waj 'Y"r k.- a eH kv .Ftir.'^:+ r ` ` za ,-, !,<<^+3_t n;, 7'k: p»iz: Z;- i.. *.e f'w. ,t at `` t. --t‹.',,.:,,,,,„-re,,,-:.,4,,,,..'4 ,:::;.:.::: :,L$, 4 .'--S .s-..."u"...;tt'�ria. "" 't'�ffr Z rw_.,+ .A``".i- ..h S:, ' y'�F"'�+ • ;F'":y "'�� YL�,�yoy����,'y�� '✓r 1%.:::,• '�" 1,!....,:x.17,),.!';',, _*',,',';'.1.' '''','P t -"*M r Yi - 'a I i X R ,i. 4 n ` 7" ap i.%.,y '-�„rN. MIcl Clamp d"siyt`,-1-1.,-:1;'--4.1,.:V..,P .-kr ;A. t t - r. n„, r ,:..,..., L'--1-9, 4 -,, ' End Clamp `S,viYc` a> .b x,.:F�" A-34'10,.. 5+1 'n r.3'r .x - o,r ,.,. ?...;. 'ate .k{�,, `' , " SolarMount Rail `�',;;r'�••,;�;,���_•�M ...�-,��. r?�; '� �,�� - _ *4.,,"..„'-',:,:,.!P:::.` ';'',P,'-',.,;::''''''' '' ''12;; SokirMoii Rail Figure 5.Exploded view of a flushmount installation mounted with L-feet. r - Table I 3.Wrenches and torque All top down clamps must be installed with anti- A seize to prevent galling and provide uniformity Wrench Recommended - in clamp load. UniRac Inc recommends Silver size torque(ft-lbs) Grade LocT"ete Anti-Seize Item numbers:38181, , , , 64, 6,and , or +"hardware 'AC I 0 A equivalent. 767321/476759"-20767hardware8020used in conjunction '/e" hardware '/6" 30 with top down clamps must be installed to 10 ft-lbs Torques ore not designated for use with wood connectors of torque. When using UGC-1,UGC-2,WEEB 9.5 and WEEB 6.7,1/4"-20 hardware must be installed to 10 ft lbs of torque. Additionally,when used with a top down clamp,the module frame cross section must be boxed shaped as opposed to a single,i shaped member.Please refer to installation supplement 910: Galling and Its Prevention for more information on galling and anti-seize and installation manual 225: Top Mounting Unirac Grounding CIips and WEEBLugs for more information on Grounding Clips." Pap 15 0 r„F U N I RAC Unirac Code-Compliant Installation Manual SolarMount • Part III. Installing SolarMount The Unirac Code-Compliant Installation Instructions support applications for building permits for photovoltaic arrays using Unirac PV module mounting systems. This manual, SolarMount Planning and Assembly, governs installations using the SolarMount and SolarMount HD (Heavy Duty) systems. [3.1.] SolarMount rail components ' 4 4i,'p-':'ffl.PI:11 0 �tiq ' � X0 ” �—;:: ,,474.6§ � �.7v-A3 8 :`." k -.-' u c ^ � t ^" -47`3 "%7Y 1•YM .ma C : � � ivr.t , µ ,tMti „I "s . :,ftay ,,2 S° ...-- C'� ' k,4:• ,,.£ r,� t ' : ' Biu $` , . Iry -:°`* ^ ctn . a- ,4 j vim i aye `” ��ii,...e-T, .�. .. 0 j W. d�iare 4.SotarMountstandtri rail comronents. 0 Rail —Supports PV modules. Use two per row of lock washer for attaching L-foot. Flashings:Use one per modules. Aluminum extrusion,anodized. standoff. Unirac offers appropriate flashings for both standoff types. 0 Rail splice-Joins and aligns rail sections into single Note:There is also a flange type standoff that does not length of rail. It can form either a rigid or thermal require an L-foot expansion joint,8.inches,'long,predrilled. Aluminum 0 Aluminum two-piece standoff(optional)(4"and 7") — extrtision,anodized." Use one per L-foot. Two-piece:Aluminum extrusion. Includes 3/8"x 3/4"serrated flange bolt with EPDM 3/4") —Use 4 per rigid washer for attaching L-foot,and,tivo 5/16"lag bolts. ® Self-drilling screw—(No.10 x splice or 2 per expansion joint. Galvanized steel. 0 Lag screw for L-foot(5/16")—Attaches standoff to 0 L-foot—Use to secure rails either through roofing _ rafter. material to building structure-or standoffs. Refer to e Top Mounting Clamps loading tables'for spacing.Note:Please contact Unirac for use and-specification of double L-foot. • Top Mounting Grounding Clips and Lugs 0 L-foot bolt(3/8" x 3/4") —Use one per L-foot to secure rail to L-foot. Stainless steel. Installer supplied materials: •0 Flange nut(3/8")—Use one per L-foot to secure rail to Lag screw for L-foot—Attaches L-foot or standoff to L-foot. Stainless steel. rafter.Determine the length and diameter based-on pull- out values. If lag screw head is exposed to elements,use stainless steel. Under flashings,zinc plated hardware is ® Flattop standoff(optional) (3/8") —Use standoffs to adequate. increase the height of the array above the surface of the roof or to allow for the use of flashings. Use one per • Waterproof roofing sealant—Use a sealant appropriate L-foot. One piece:Service Condition 4(very severe) zinc-plated-welded steel. Includes 3/8"x 3/4"bolt with to your roofing material.Consult with the company currently providing-warrantyof roofing. I"1e 14 SolarMount Unirac Code-Compliant Installation Manual :o'U N I RAC Step 6:Determine the Uplift Point Load, R(lbs),at each connection based on rail span You must also consider the Uplift Point Load,R(lbs),to determine the required lag bolt attachment to the roof (building)structure. Table I I.Uplift Point Load Calculation Total Design Load(uplift): P psf Step I Module length perpendicular to rails: B x ft Rail Span: L x ft Step 4 /2 Uplift Point Load: R lbs • Table 12.Lag pull-out(withdrawal)capacities(lbs)in typical roof lumber(ASD) Use Table 12 to select a lag bolt size and embedment depth to Lag screw specifications satisfy your Uplift Point Load Force,R(lbs),requirements. specific sibs" shaft,* Divide the uplift pointload(from gravity per inch thread depth Table 11)by the Withdrawal capacityin the 2nd column of Douglas Fir,Larch 0.50 266 Table 12. This results in inches '�'z of 5/16 lagbolt embedded thread Douglas Fir,South 0.46 235 "` gdepth needed to counteract the iF;99 Engelmann Spruce,Lodgepole Pine , fi:J uplift force.If other than lag (MSR 1650 f &higher) 0.46 235 i,,T g);, bolt is used(as with,a concrete r;I:. or steel),consult fastener mfr Hem,Fir,Redwood(close grain) 0.43 212 documentation. Hem,Fir(North) 0.46 235 r Southern Pine 0.55 307 Thread It is the installer's responsibility depth to verify that the substructure Spruce,Pine,Fir 0.42 205 and attachment method is .- strong enough to support the Spruce,Pine,Fir maximum point loads calculated (E of 2 million psi and higher according to Step 5 and Step 6. grades of MSR and MEL) 0.50 266 SourcerAmerican Wood Council,NDS 2005,Table 11.2A,11.3.2A. Notes:(1)Thread must be embedded in the side grain of a rafter or other structural member integral with the building structure. (2)Lag bolts must be located in the middle third of the structural member. (3)These values are not valid for wet service. (4)This table does not Include shear capacities. If necessary,contact a local engineer to specifiy lag bolt size with regard to shear forces. (5)Install lag bolts with head and washer flush to surface(no gap).Do not over-torque. (6)Withdrawal design values for tag screw connections shall be multiplied by applicable adjustment factors if necessary.-See Table 10.3.1 in the American Wood Council NDS for Wood Construction. *Use flat washers with lag screws. , 13 °U N I RACC Unirac Code-Compliant Installation Manual p SolarMount Step 4:Select Rail Type Step 5:Determine the Downforce Point Load,R(lbs), Selecting a span and rail type affects the price of your at each connection based on rail span installation. Longer spans produce fewer wall or roof When-designing the Unirac Flush Mount Installation,you penetrations.However,longer spans create higher point load . must consider the downforce Point Load,R(lbs)on the roof forces on the building structure. A point load force is the structure. amount of force transferred to the building structure at each The Downforce,Point Load,R(lbs),is determined by connection. multiplying•the Total DesignLoad,P (psf)(Step 1)by the Rail ft is the installer's responsibility to verifythat the building Span,L(ft)(Step 3)and the Module Length Perpendicular to structure is strong enough to support the point load the Rails,B(ft)divided by two. forces. R(lbs)=PLB/2 R=Point Load abs) P=Total Design Load(psf) L=Rail Span(ft) B=Module Length Perpendicular to Rails(ft) It is the installer's responsibility to verify that the building structure is strong enough.to•support the-maximum point loads calculated according to Step 5. Table 10.Downforce Point Load Calculation Total Design Load(downforce).(max of case I,2 or 3): P psf Step•I Module length perpendicular to rails: • a x ft Rail Span: L x ft Step 4 /2 Downforce Point Load: - R lbs • 12 ' o ' . � . - .:�LDNIRAC Ltnirac Code-Compliant Installation Manual .o SolarMount .Table 7. 7 ASD Load Combinations �,.,�.. ;,,�.w.: uNu ASCE . ,Do`vm(ort4.oie:,.. ,.,,,;,,-,:x.,,,,, .r%:::,, .. Vonob(e :,pavcifo,c Cexc•,t,' i`'°, ... ., ....: r. :a: t�•,i% .�s,;, ,' - -,.-.',...-;,,;:t D Peon =,,, +'`"';."' 4, ,-,:1 : . psf (.r'ir - - - 4r-"' -�,'a4'..:;Y.r;,.#.; ,,,,,,,,,,,,,,A,,,-,Fy :`�_'x��3',", .�'f ,ty",,.:t �P„P.,�.'r' ~n�.' �;J` ir..t' dry','1 ''.b,^ ..O'-�'�Xi S. 'j} ,,tr. c ,,„ 1i9.- ; � ..z;;' r"'4.” ,,;.r.'..,,.- ,� : n®`U N I RAC Unirac Code-Compliant Installation Manual SolarMount , Part II. Procedure to Select Rail Span and Rail Type [2.1.] Using Standard Beam Calculations, Structural Engineering Methodology The procedure to determine the Unirac SolarMount series The Total Design Load,P(psf)is determined using ASCE 7-05 rail type and rail span uses standard beam calculations and 2.4.1 (ASD Method equations 3,5,6 and 7)by adding the Snow structural engineering methodology. The beam calculations Laad1,,S(psf),.Design Wind Load,Alar(psf)from Part I,Step 9 are based on a simply supported beam conservatively,ignoring and the-Dead Load(psf).Both Uplift and Downforce Wind the reductions allowed for supports of continuous beams over Loads calculated in Step 9'of Part 1 must be investigated. Use multiple supports.Please refer to Part I for more information Table 7 to calculate the Total Design Load for the load cases. on beam calculations,equations and assumptions.If beams Use the maximum absolute value of the three downforce cases are installed perpendicular to the eaves on a roof steeper than and the uplift case for sizing the rail.Use the uplift case only a 4/12 pitch in an area with a ground snow load greater than for sizing lag bolts pull out capacities(Part II,Step 6).Use the 30psf,then additional analysis is required for side loading on following equations or Table 7. the roof attachment and beam. In using this document,obtaining correct results is p(psf)=1.0D+1.051 (downforce case 1) dependent upon the following: 1.Obtain the Snow Load for your area from your local building P(psf)=1.0D+1.0pnet(downforce case 2) official. 2.Obtain the Design Wind Load,pner. See Part I(Procedure P(psf)=1.0D+0.75S1+0.75pner(downforce case 3) to Determine the Design Wind Load)for more information on P(psf).=0.6D+,1,Opnet (uplift) calculating the Design Wind Load. 3.Please Note:The terms rail span and footing spacing D=Dead Load(psf) are interchangeable in this document. See Figure 3 for • illustrations. S=Snow Load(psf) 4.To use Table 8 and Table 9 the Dead Load for your specific installation must be less than 5 psf,including modules and Pnet=Design Wind Load(psf)(Positive for downforce,negative Unirac racking systems. If the Dead Load is greater than 5 for uplift) psf,see your Unirac distributor,a local structural engineer or contact Unirac. The maximum Dead;Goad,D(psf),is S psfbased on market research and-internal data. The following procedure will guide you in selecting a Unirac 1 Snow Load Reduction-The snow load can be reduced-according rail for a flush mount installation.It will also help determine to Chapter 7 of ASCE`7-05. The reduction is a function of the roof the design loading imposed by the Unirac PV Mounting slope,Exposure:Factor,Importance Factor and Thermal Factor. Assembly that the building structure must be capable of Please refer to Chapter?ofASCE 7-05 for more information. supporting. Step 1:Determine the Total Design Load Figure 3.Rail span and footing spacing are interchangeable. ,,.� r•,_� r y �� a ....:•:4,, ,, Raiz Span or K ' '''''-'-':•- l � e�Qe,<a��s F Q to ooC�'0�c/ ';r4 Note;Modules must be centered symmetrically on Page the rails(-t-%2*),as shown in Figure 3. 10 SolarMount :: Llnirac Code-Compliant Installation ManualV I V I RAC Table 6.Occupancy Category importance Factor -- -` Non-Hurricane Prone Regions and Hormone Prone Regions Hurricane Prone Re- wall BasIcWind Speed,V= gons with Basic Wind 85-IROmph.orFdAlaska Speed.V>100mph CategoryCategory Desiuipuon BuridingType Examples 0.87 0.77 1 Buildings and other • Agricultural facilities structures that • Certain Temporary facilities represent a low • Minor Storage facilities hazard to human life in the event of failure, including,but limited to: All buildings and other 1 i 11 structures except those listed in Occupancy Categories 1,111,and IV. i Buildings and other • Buildings where more than 300 people congregate 1 IS 1.15 structures that • Schools with a capacity more than 250 III represent a substantial • Day Cares with a capacity more than ISO hazard to human life in • Buildings for colleges with a capacity more than 500 the event of a failure, • Health Care facilities with a capacity more than 50 or including,but not limited more resident patients to: • Jails and Detention Facilities • Power Generating Stations • Water and SewageTreatment Facilities . • Telecommunication Centers • Buildings that manufacture or house hazardous materials Buildings and other • Hospitals and other health care facilities having 1.15 1.15 structures designated surgery or emergency treatment IV as essential facilities, • Fire,rescue,ambulance and police stations including,but not limited • D,esignated earthquake,hurricane,or other . to: - emergency shelters • Designated emergency preparedness communication, and operation centers • Power generating stations and other public utility facilities required in an emergency • Ancillary structures required for operation of Occupancy Category IV structures • Aviation control towers,air traffic control centers,and . emergency aircraft hangars • Water storage facilities and pump structures required to maintain water pressure for fire suppression • Buildings and other structures having critical national defense functions Source: IBC 2009,Table 1604.5,Occupancy Category of Buildings and other structures,p.281;ASCEJSEI 7-05, Minimum Design Loads for Buildings and Other Structures,Table 6-1, p.77 • r.,. 9 U N i RAC Llnirac Code-Compliant Installation Manual SolarNlount Step 7:-Determine adjustment factor for height and Table 4. Adjustment Factor (A)for Roof Height& exposure category,A Exposure Category Using the Exposure Category(Step 6)and the roof height, Exposure h(ft),look up the adjustment factor for height and exposure in Mean roof Table 4. height(n) B C D 15 1.00 1.21 1.47 Step 8:Determine the Importance Factor,I 20 1.00 1.29 1.55 25 1.00 1.35 1.61 Determine if the installation is in a hurricane prone region. 30 1:00 1.40 1.66 Look up the Importance Factor,I,Table 6,page 9,using the 35 1.05 1.45 1.70 occupancy category description and the hurricane prone 40 1.09 1.49 1.74 region status. 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 Step 9:Calculate the Design Wind Load,pnet(psf) 60 1.22 1.62 '1.87 Multiply the Net Design Wind Pressure,pner3o(psf)(Step 4)by the adjustment factor for height and exposure,A (Step_7),the Source ASC 705, Mi 6-3, Design Loads for Buildings and Other Structures,Chapter 6,Figure 6-3, p.44. Topographic Factor,Ka(Step•5),and the Importance Factor,I (Step 8)using the following,equation,or Table 5 Worksheet. pnet-(psf)=AKZtl paet3o pnet(psf)=Design Wind Load(10 psf minimum) A=adjustment factor for height and exposure category,(Step_7) ICa=Topographic Factor at mean roof height,h(ft)(Step 5) I=Importance Factor(Step 8) pnetso(psf)=net design windpressure for Exposure B,at height= - 30,I=1(Step 4) - Use Table 5 below to calculate Design Wind Load. The Design Wind Load will be used in Part II to select the appropriate SolarMount Series tail,rail span and foot spacing. In Part II,use both the positive,(downforce)and the negative (uplift)results:from-this calculation. Table 5.Wor,•ksheet for Components and CladdingWind Load Calculation:;IBC 20.0.9,ASCE 7-05 Variable Desunption Sybo! Value . S tep n�:�•'��'a'+^'}:ssi'�.K' .>sRaJereQenc:e F1 Riffi FS :Cr41? 2,13:i -F :+w ' an\- Nr^ a" I. Nmi i:'te;f;gi} +ay ,a Building,Least Horizontal Dimension ft y.�,45.Es,w..y,�.�...�ur>.;y.,•. r 11r;K,_ t M ?:.•u..„r ». Exposure Category :,-.•.sd.r( ro..essu•.xrr%a;;.F��.... .,r.^'.'.Ka:':«':}t..' _^'rp:::�� ^.: Yr 3 . 6 3ac..Vi.ay$pd,l,r; «r:L ' V'aMg :1,..,'77.1-V'; ," tiiom:KC ...ra..:":> vc 'TimPV3yr * : ;'yK a n .. :ts' ryx Effective Wind Area sf 2 ,. .Sa?:':;=°''±, .,..,....•.''a.i.t'x' fr. ......: n • ..a.�»'r ..ft. ,.,. 3:.:�n.:w s,.. .r'"° L...K" Roof Zone Location3 2 Figure2 (�Iet-y„"rii �mg� ct uw.+n.- ^ha,'y..•'c.Y'f�',A,4''�«+.1M'��f"`A sc°:.i:.•:t.hYr,' q.� 'irk-, �M-^x� �`.'." "i"q': .r,+ Desi'gnW!Ymd.Pressure's < : a' s ''4<tt; 's. . "' ^S a;:" 4 S •'r r rr t -..w... .rc.a: a<x. qv:. °�.�.vtrC77et30....,......»-...®.✓...+::.>�''+:..._,....i?�:.s.a.'. uP$�•.'...,i...t",�"�.:.s�i.":m.:..., .a._.. .ai.."�.u::.....<....,...�:��=4aa Topographic Factor K x 5 : : = x .rs r.. v m. m'� 7;.:". -... . . a..,�. Importance Factor 1 x 8 Table 5 Total:�Desl n'1'N`ina=l""oad�v..r , ..:.y_^ y yy ;a,s s° n r_a , X w. £..�...,,,._....�g s �� "'' ::r`; � � ,,..,N�y._ . ,�: - gig:: "'�"�,;:',�, , �...., r,.,_ ':,:" �,:.v...:�,:.^•,t .`�c.�iel;�.a...:�s:,... xi�% �:�� :�:Psfa :•>� a,..;r� `i ;`� iri:_.�::; :az:;.... Page 8 0 SolarMount Unirac Code-Compliant Installation Manual : U N I RAC Table 3.pne,:3o(psf) Roof Overhang Banc Wad Speed.v(mph, Effeam !40 k ;(50 170 wadaeo - :E 120 51'30. . ;< `-I 100 1; 1;10 , Zone h0 `9a. ` -:9 . . •. `:58.3•:' "''t -74.9 -3 =43.8 -50°8 :.,- -25.9 t'.. i'.4 `, -37.3 "; ',. 5 -73.6 10 -2-20.6 ,?: 43.0, -�;_: -49.9 -•;,; 7.3 L:` 2 �,:. -36.7 �,��,- �. _ • a� 20 - ` °-` -25.5 =30.8' `=�f. 2.42.0 W..� -48.7 ;<i4,:r=55:9;•,,.,:,1 .71.8 2 -35.8 _,"; �;.,:.. t, ' ov 2 =20:1';• ' -24.91..',.,.....,,,;30.-1..,,,7,,, .: w -70.5 • ,; -47.8 ,w' =54:9'° •. 50 -29.........,:a.,:, ,�. ; -35.1 `;, ,.- -_4;1°:2_ £ r-.. 2 100 =1.9:8 `3 4 -24.4 . 83.7 ., '_':::4 i, :" -123.4 34:6'.` :� -42.7 =5:1:6 -61.5 '•'a _65.7 `';`M= 5 4.. ,. -96.8 48.3 r:', „...,..,:l ..C 0 3 I0 � i4�' ` ' .�: -5'6:6. - .,; •;. -27 I' ; ,s -33.5 -40:'5 , ..l -41 p......7-:•--*,;:i., -18,./,," '-.' -61.8 a 3 20 '' _25':9 ,,i,-.s _30.8 2,47.7(:,' 3fi',,1's:'` "-i °9 ° . -61.8 0 3 50 -,N ;17.3= .; -21.4 .. '"w. � a -23.9 ,,_,,,,,-1-...1/41,...:2_7:4.;;,sa c -12.2 0:'.,. . ' -17°6 ,F,',.,-;:-';:2,9,.,6,P ,x, -14.8: aC 3 100 =f0:0.`. „ ,•, -i.�i � % -65.7 :,ri .75.5i -96.9 5.2 %{0:6., „q -48.3 11-,-'-:.;.•.....56..7'1?,:.? •, - ' :- m 2 10 =27:2 , -33.5 iR Y:ay56::7 'i -65.7 t,, 75;5;: 1 -96.9 20 =27.2' ',.'; -33.5 e' i.=-40.6 _3 -48.3 `' ¢-56J -65.7 t. rz , ,,::' -96.9 0 2 f ,q; '', , ;, =75:5• .�,�„ k• =` -96.9 v 2 50 N 27.2 ``'•r -33.5 if ;=40,6 -48.3 `".56.7 , -65.7 c!,,,;',211,...7,5.4 .� -v -33.5 _"'-40:b: . a .:. ' . , N 2 100 _27;2. `z 1: .. , . -81.2 -95~:3 .4 Y 1::,,r.42-6,:9,,,,?, -163.0 -110.6 2 �' ..45' "' °; -56.4 , -683.. ,= r�-; :x «�'`° -99.8 �,i-,..,::::04.5'. 1:;.:•::,1; -147.1 3 10 .2. 4 '_' ,'" e -73.3 =860;:. V# -126.1 �,:: i -50.9 6`,1,6 ."}sl W -1 -85.5 L. ,':48 1 . •1 A :45.3 , :`. -62.8 . . , 3 20 e� �. �. ti;."" ;7,3:7: f ,�.=•,•: •,: c 3 50 ;:p=:;;35:3 ,,.,} -43.6 ��.�,."52:8.: >� �-`'�:_54'.4'_:4`: -74.7 f=� ;x$5:8,: ��.'� -110.1 s 100 X30:9 - -38.1 �' -4b;h y -54.9 ` - =.:.,.,,., vi a 3 �. _59.8 .. •'-68;6,°.- -88.1 9 . .,-, -43,9 Y ;.,.=SS I s5 :.. .;1 ''. . ..:1- 2 -30.5 ,. ..:3:6: F -58.0 •'''f,:;.66;5,‘„,,,,,. -85.5 2 10 .,} 4.-0 ;.3 t>;. -. -42.6 s , -50.0 t , 4,3 20 4.-24.0, � , -.:•:.35:8::° ,�'1 •, -.� ,, . 1,,�.' -� -82.0 2 -29°6 ? k. -55.6 :,,63.8 r. ao :r t��r =34:3;; .,,°a -40.8 ;,y =47:9.;:,,7. 8i.-.:::,- • 117."'14, -79.3 1 0 ,; .:22'. " : -28°4 r 4:1 ... . 46'4'- . .s -53: L-4.,.1 -;6. +.'_ ;2;•.' ." -27.4 .._33:2 �a -39.5 n- r : 2 100 .,." r,` z.- ,;>,:-1t, .;, "1 .59.8 to.:,.ger,".:':;' a. -88.1 • :,A :-g/• -,r -43°4 ,%-5.;,,r5 i .�- . .., , :Ks a -85.5 o 3 10 -24:Tr '' ``, -30.5 ,z =36:9_4 ., ;.��•.+5 : •:,,,,,-.:,1° -58.0 l`z ';°66 5;:?y �.k,,. 4. �'# -42.6 �• °1 0:Q' �:,.. °a.? .-66.. - x. t-<;35.8; r<st ,y -820 N 3 20 f`23 0-» � -29.6 . y a'` _40.8 '5:' :47i -55.6 i;,, 63:8z.,,.r a 9'-,.--..n 4 -79.3 � 3 r -28.4 'µti,�34:3T. ,� -53.8• I..E;'a • n�,:; c 50 ..,-23w0 ; ',`�i 27.4 , -39.5 fi=464 ": 1 '' 332 '� � 3 100 , '-22':1' _r.t,� « . ,.�. : .. . .. . ._ .. Source ASCFJSEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.44. Step 5:Determine the Topographic Factor,Kzt SURFACE ROUGHNESS C: has openxerrain with scat- Topographic purposes of this code compliance document,the tered obstructions having heights generally less than Factor,Ifn,is taken as equal to one(1),meaning,o30 open the installation is surrounded by-level ground(less than 10% ssl feet. Thisds,and categoryall y includeser surfacesflato hurricaneencountry,prone slope). If the installation is not surrounded by level ground, regions. please consult ASCE7-05,'Section 6.5.7 and the local building g authority to determine the Topographic Factor. SURFACE ROUGHNESS D:has flat,unobstructed areas and water surfaces outside hurricane prone regions. This category includes smooth mud flats,salt flats,and Step 6:Determine Exposure Category(E, C,D) unbroken ice. Determine the Exposure Category by using the following definitions for Surface Roughness Categories. Also see ASCE 7-05 pages 287-291 for further explanation and explanatory photographs,and confirm your selection with the The ASCE/SEI 7-05 defines wind surface roughness local building authority. categories as follows: SURFACE ROUGHNESS B: is urban and suburban areas, wooded areas,or other terrain with numerous closely spaced obstructions having the size of single family dwellings. 7 . :12UNIRAC linirac Code-Compliant Installation Manual SolarMount , Table 2.prietn(psf) Roof and Wall 803tcw,,,d Spced,V(mph) .. , ;7„:$, fi-,,',''..•.•,:::;.li''.i ;;;'',s,l'''i.:;;;''17•':0 .10,,,,:,,:,,,,,- 100 ,r-,,,. '-'1.r.1,„ „...'„;..-,j 120 ',',,f',.1 a v,_i-e- : 140 '.,. „':1"P): . 170 Effective '.4 f'i';',:';'.,--4,,e•'4':'"1 t.,+''1:::;',.."'",:: ;'-4 ‘'.:-(:. i."' :`?,` l',."j4i '''',i-:.-' ';'':•::-''',':1 Wind Area '•-ai 4e,i,r.;,,,:;,.,;:,::, 1 !-'1i:-.::,..Y.:.,11 1 %:-,4.,,k^-,_ Zone (it) Foy:044t4ilyc,' Downforce Uplift i.1? otifol-X:e:zpplf.ftj Downforce Uplift t.lpH10Mic ! .UkiftDownforcia Uplift15oNfillo;i:SC.9ptft j Downforre Uplift I 10 '..-.3':9,::,';`,;14:6`,"-• 7.3 -18.0 k;8.9.:.-:.';.,2!1.8 1 10.5 -25.91/-4::,ri.-t30:4,--..1 14.3 -35.31625--1!.2A,03:-,1 21.1 -52.0 I 20 '56.1%*::214,c2 1 6.9 -17.5 4:11 :::41, 9.9 -25.2 c,:il g:61--29.6 3.4 13.4 -34.4 Iy0;4 -T,'"49:71 19.8 -50,7 al I 50 7'..5. 1-.4.il::.•;"1;3:7 41 6.3 -16.9 i:,,46":: .?;.40.53. 9.0 -24.4 F''10.e: -ciiih:,: 12.3 -33.2 :j-,fil 4.)"';'''::301 18.1 -48.9 I 1004:7(*;.::',..6. .1 5• .8 -16.5 .P716.!'..^'!:;:f79.9.,'.'?'8.3 -23.7 f. '9,8:1,-;... 27../37.1 11A -3/3 41.0'''.',-;:,e37.07.. 16.7 -47.6 to 1:3 2 10 ,'5:9,7.s.',':-?.4:.4.4 7.3 -30.2 03,;9-,_-_ 3 6:5,',!•,,, 10.5 -43.5 1-,172.4.:, .;:51,.0-1 14.3 -59.2 ii1:6:3 -;'=67.9.4 21.1 -87.2 1-- 2 20 ..5.6 -21.8.',\-;21.8.f.1 6.9 -27.0 , 8.3.!.=4;'.47.32.6-..z.::: 9.9 -38.8 i'.1,-1t6J:-,45:7761 13.4 -52.9 ',..15.4..'----4171 19.8 -78.0 2 2 50 ",',':51t:::,,-1-,18.4:4 6.3 -22.7 . 7.6 -27.5 9.0 -32.7 602*,',L-38'..,4%,1 12.3 -443 -;;.j4:1,-,,,:i.5.1.:11 18.1 -65.7 4- 2 100 'i,'4:74:7-:,.'.15,8•I,,, 5.8 -19.5 ...[7.0r..:`;723g'-,1 8.3 -28.1 1 9`-.8%.- ..:_::330 1 11.4 -38.213.0 -43.9 1 16.7 -56.4 „ . . ,,... c4 3 10 f','..5..::9'..1 36*1 7.3 -45.4 t' .?''':i;.:5ik 10.5 -65.4 rliC4.653. 14.3 -89.0 ,-',16.5..z.,'=1.92:2: 21.1 -131.3 ..4 3 20 ','54;;I;....50.5:, 6.9 -37.6 C8 ,':',0.455'.;) 9.9 -54.2 ' 11*1.,:;;;63.6., 13.4 -73.8 45.4:,... i844:1, 19.8 -108.7 3 50tji:cii.;',44,4 6• .3 -27.3 f.5,1,e01..1i:,..) 9.0 -39.310.6i5i:,446;21,-i 12.3 -53.5 04,14,411..,,,5::1 18.1 -78.9 3 100 .,-..M:i.'i'i15;13'4 ;7A 5.8 49.5' ,-Iti ,,,..43°E:bi'l., 8.3 -28.I r44918, 2!336.; 11.4 -38.2 •.,..11.1....1. T, ..x.,•::43.9i 16.7 -56.4 ; '; I 108i4;.;.';!;.t.',..r.3iti'i':i 10.4 -16.5 :.11/5' .:..-,:;.1.9.9!1 14.9 -23.7 '417237'.:-=0 . ::" 20.3 -32.3 1--2}. .47:01 30.0 -47.6 I 20 t7;;-7'.:'i40:1 9.4 -16.0 ,ti11.4'?..:',!.::19.4 13.6 -23.0 ;',,ii:1'6:0'.47.0...,F 18.5 -31.4 r,..2 a:ft'--3.6:0'i 27.3 -46.3 in)) I 50 ..,:-,6:7!.-P 412.5:5,1 8.2 -15.4 ,'f'!10-i4-;1,,, ,-10k1 11.9 -22.2 .03.',.-9:.,..':-/6;.0„! 16.1 -30.2 '-'182.5:.,'f,-1.4;,) 21.8 -443 4 I wo 5.9 -12.1 '',1 7• .3 -14.9 Ilki:,';;,,-18.1 i 10.5 -21.5 r',..0z4.:7,-..i :1'1 14.3 -29,3 t.,i1,63.,':,:';,-,'::=„ 3:e 21.1 -43.2 o .........,: 175.0j 2 10 Of;i:.s .,:ii.1 10.4 -28.7 1?:.12.34. ,..i,r1 14.9 -41.3 f:14',$,,,.,.,;;„..4i0 213 -56.2 r,:iii':!:-'i'.. • i43j 30 0 -82.8 (4 .•. . , .... o 2 20 ,,,-747.-,,:::',41A-;-I 9.4 -26.4 ,I;t04...:44-3.11'..,,,,i 13.6 -38.0 4:,..16;0 ,:i.44161 183 -51.7 tgi;v4,-',.593,-] 27.3 -76.2 t.,..' 2 50 . 6.7 -18.9 8.2 -23.3 kl94:,;4i.:a14,-:3, 11.9 -33.6 • 13.9. -39;4 16.1 -45.7 1,,A0e,..4 ,, 23:8 -67.4 1,‘.. 2 100. ;4:4•":i';!..:411.0.:1, 7.3 -21.0 'f.-.4§1,-,.-,425.*1. 10.5 -30.3 04.4''',:,45.6t. 14.3 -41.21-'63ti.:1-:•4711.21.1 -60.8 o -- ,.-, :-..-.14,V ',. ,'-',e."",=.:11-q,'.."' ,1 ° 3 11 8.4 -34.3 :'.10.4 -42.4' 12.5 -51.3 14.9 -61.0 t41.45:,,:,1-71k 20.3 -83.1 23.3 -95.4 .30.0 -122.5 tt ,...,-.A..:'..:/,:- ,,,,,,.. 1 3 20 "-!::..T.-7.:3;,:;:i0.1;.,:,= 9:4 -3,94 11,..4z.`1•47A..,.., 13.6 -57.1 rl 6.1...,,,,4.74...4 18.5 -77.7 114 -89.2 • 273 273 -114.5 3 ,50 7.-,‘:76.7',;')..„1..29A 8.2 -36.0 b.46:43,'443S-;:!:i 11.9 -51.8 1;.i-jj3i94:1404,-..:3 16:r -703 [-.48... -zit4ail 23.8, -,1'04.0„!, 3 100 49,P,:it q 7• .3 -33.2 r-f,84 .::464-`,? 103 -47.9 r,.;',14;e456-/' 14.3 -65.1- 16.5 -74.8"I 21.1 96 a : k7,,,;;,::',.7,-;, 7Y'ti.'?•5.1.,',1,. '''''.:'-:..4 '7,..4-11. , - ' • ,,,...,',4,- I 10llp,,''':,:444:1 16.5 -18.0 li'.19.:9',,'-2143';.1 23.7 -25.9 : 27.8 -30.4 4 32.3 -35.3 I 374,''^',.,41,51.47.6 -52.0 1 20 `?..1104-.111,318:4 I 6.0 -17.1 [0:4;,,-em,,I;Y:.,if 23.0 -24.6 :27.0 -28:9 31.4 -33.5 ',..46..0,',-,;7;,-38.4..f,46.3 -49.3 0 ..,.. . C- 0 I 50 :12.5 -12.8'al:61 1S:4 -15.9 iirtIliigf9:214 22.2 -22.8 R'2,6*P'46-18'.;')' 30.2 -31.1 '3 30.2 44.5 -45.8 o ,,i 4 I 100 't1.2.4=i.;:;-,k'42A.q 14.9 -14.9 111;e1g,filp:,1-::,::-,1 21,5 -21.5 ,':?.4.,:2:,,,,,,-25.2.,,A 29,3 -29.3 1:.„4:,:€,'-ii,,,,,i13,w7i,,43.2 -43.2 o . ,„...,... 1' 2 10 asiiia!'qiiiii- 16.5 -21.0 Iii'ii-: .':2,25;5 23.7 -30.3 t-;f27,8fi:4'2.454,1 32.3 -4124:1462,,:441'3,i 47.6 -60.8 -c ...11. '41 2 20 fi',1:34.Y,s,i'i1.'„40 16.0 -20.1 4?..:t..:03;.ii. 23.0 -29.0 07.4=f,4:,11-6.1 31.4 -39.4 ,V6:04-440. 46.3 -58.1 13 2 50 q/5:,..,. 4-54.,A 15.4 -18.9 i.,,k8.'6:,."-p,2:9';',5;';'-1 22.2 -27.2 ,, 206-,i?i',..4:i.0 30.2 -37.1 00i.4,0,4*... 443 -54.6 t. N 2 100 3,'12.1:-, ;f41.4i61 14.9 -18.0--118kf21.8'',":ii 21.5 -25.9 .25.2 -30.4 29.3 -35.3 33.6 40.5' ' 43.2 -52.0 15 3 10 13lig4:6::,) 16.5 -21.0 t19.9-'4'3811 23.7 -30.3 Pate::ig.rt 32.3 -41.2 '37-'6 ';.--474' 47.6 -60.8 ece' 3 2043:0“.,-.2161 !, 16.0 -20.1 39A7"*-44.1 -', 23.0 -29.0 t„.1.,276.',.-34:01 31.4 -39.4 iL6;\.:',',=.4t'.;. ' 46.3 -58.1 '1 2.5 3 50 2,..:5',c,..4,0•4 15.4 -18.9 !,-y3..6,,,:..:_%?22.9 22.2 -27.2 , 26'i0.'j,:::-.12,0.'d 30.2 -37.1 p;4-4".43':7423,i 44.5 -54.6 3 100 .,4 tr.'':,;,'-.14V.-: 14.9 -18.0 48i4.:: '''!:iztti ''.,-,1 21 5 -25 9 72'S'i2:17::k';'.:ii?i 29.3 -35.3 i.33'6' i.:..405'. ' 1 43 2 -52.0 0 Tif ..:, ,N '',!';'•,'•;.'f!:?:‘.',-.!', PK,-4.F1:-. 444.'1 (-;-:' ,4,--:','.,.;:.:izVt:.'.'" ,...-:,,,--- .--,:l.y,-z.y -7', 1:4:,-,='..T!C:7'-,;.;,:=.5',.f-'•'-s,,,' 4 10 1-6 158 18.0 -19.5 218 236 2S-9 -28.I 1004.:ii;,131.0:::1 35.3 -38.2003.,‘.:f:44 .;1 52.0 -56A ..._.., ....., 4 20 40.#6.;:tiri 17.2 -18.7 flo:ii,,,,,i,i2, 6 ,1 24,7 -26.9 4,•,0 :.,:..4.4 i 33.7 -36.7 r.i'f8t..''.n.4-4,;r1 49.6 -54.1 4 50 3i..0„..',:44;3:kI 16.1 -17.6 tf,19:53.1 -...f21*,;', 23.2 -25.4 ;27.2, .,4294!4 31.6 -34.6 36.2 -39.7 46.6 -51.0 4 100 :12.:',4t,.13: -1 15.3 -16.8 I8.5 -20.4 22.0 -24.2 : 25.9 -28.4 30.0 -33.0 3:4:46:':,ti37.8-:."] 44.2 -48.6 1 4 500 18;9., ,,1412.1.1 13.4 -14.9 16,2n.",:143;1.`.:„P 19.3 -21.5 r4z,,7,',;.::2541 26.3 -29.3 „:412n-31:6,::!-38.8 -43.2 5 10 ;,142:6 .'--19.51:o18.0 -24.1 1.211.8k.,1;:.2.0.'::, 25.9 -34.7 ;'.464+'-'-40.7;:!, 35.3 -47.2 v461. ,,i_ , 41.•, 52.0 -69.6 ?.....r..,,,..,..- 5 20 i[39., ,,,-143:2.,:j 17.2 -22.5 12.Q:0:;,'147.,.2;gi 24.7 -32.4 '.:29:0 .::'..384,,1 33.7 -44:0 1:i- -0:7 :,:--.,500 49,6 -64.9 5 50 ",13;):1,F1:,:(6 :,:, 16.1 -2130 ,$::,::,:.: 4i6.:,''.;.4 23.2. 49.3 i'47/.2Y,,-.-14.3:,:i 31.6 -39:8 l',.361'..,,,145.71 46.6 -58.7 5 100 1:.14;4 -154,, 153 -18.7 484i:,41,,6C-1, 22.0 -26,9 :,-,2.5,i9:;',-41P.6n! 30.0 -3647 V34.4C,.,.'*1-12.1,,i 44.2 -54.1 5 500 1'0;*?,:-.4,ii-fi::,j 13.4 -'14.9 [-rat`,'-18:1'..,,1-19.3 -21.5 '.'2/77:-- .4.$:-.,2'.1 26.3 -29.3' '00;-. ,-,k-43:E.A 38:8 -43.2 ,.. Source: ASCEISEI 7-0.5, Minimum Design Loads for Buildings and Other Structures,Chapter 6, Figure'6-3,p.42-43. 6 SolarMount Llnirac Code-Compliant Installation Manual :E U N 1 RAC° Step 3:Determine Roof Zone(continued) Using Roof Zone Dimension Length,a,determine the roof zone locations according to your roof type,gable,hip or monoslope. Determine in which roof zone your pv system is located,Zone 1,2,or 3 according to Figure 2. Figure 2.Enclosed buildings, wall and roofs ;" Flat Roof _ ''te r'>':-., Hip Roof(7 < ® <_ 27 ),%= :-„ .,,-�,,, .p-;.,:ti e,S��+r° l eller. ,, ;, ,,rte,/^. .";114!a7” ,,,r�',ir f' •+� w tom Ut' !{. t '�' ,,.'•`�'3Y4{"`'"'4•''•t4'.-..-'9,--11,11i* \s��E��,,s�:Y'� h ('''. -^- t'.1:t.,,;;r' .,�,•`a"c' h �";,;_fi;; ' ,:,,*.r�� .�;'i i?;1{ > I til '? T. ..alb 4?{ ,.>.a.' ' ` !1:51W.,:; fi.il „77 Gable Roof(7° < 8 <_ 4�°) ?.4.rf::° ` Gable Roof(0 7° 'e , „� # '', ..,,-:, ,,,,..,1 1r- ' ,.-"''' ie, ,y 1xy- cr. r.,i;',V "y,a �' a.r< Interior Zones °`_a.;:; End Zones >s'i Corner Zones Roofs-Zone I/Walls-Zone 4 Qi; :s, Roofs-Zone 2/Walls-Zone 5 :` ^' Roofs-Zone 3 Source: ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures,Chapter 6, p.41. Step 4:Determine NetDesignWind Pressure,Pnet30(psi) Both downforce and uplift pressures must be considered in overall design. Refer to Section II,Step 1 for applying Using the Effective Wind Area(Step 2),Roof Zone Location downforce and uplift pressures.Positive values are acting (Step 3),and Basic Wind Speed(Step 1),look up the toward the surface.Negative values are acting away from the appropriate Net Design !mind Pressure in Table 2,page 6. Use surface. the Effective Wind Area value in the table which is smaller than the value calculated in Step 2.If the-installation is located on a roof overhang,use Table 3,page 7. ro,< 5 0 „°U N I RAC Llnirac Code-Compliant Installation Manual SolarMount ' lil`! 7,...,3%. ar 10 a j� C 1` tri j n"`1_4111�{{ ,^ sow)) to.„..... r��r1� 0.1011A sti >�1 J rrr"_� r � r * li 100(45) lilt raL `� _ ■ 14.. .-.- • fir. Il 85'm h', 4� ita sw is ? a,lA+� `"_ • 171.08 m/stfAVe� ar�� i.)f��+`4'ktw.��.r'Rr i AV t+t�'�ti lig 110{49) �~ ;•�7 aft i s tatz :Ith�rr.�■ • r=s yai 1 fit 1 1st 011 . IPPOSgliri �Ellii,I.,r Mi/ 1lipliillair V rw1t>°r:t 37.1_. IZ t gtr ,Aratil .,?..0.,: `�,'' '+ wr' ■�� .w r r;BM;.90"tnp..•rr'S€rri,"� ■:'.mit=ri•�,r M+rdf'!o�s,, \.4 a a r .1, f4Q:`Iti *: rad•t t�vgfr rtal iggM'A'yfs ..,,� jj r■ rrt■�irfr■S 1.e.....J.+ • a.al ~��'� Irl � >ran r`rr zt�•gt ���s ,ori.=lrr{r"-•>ri>� •. �.�4iJ 90-rija a.> w I .:labra t .f.;i2( s•r�rwn�+}}r►��.�Tive jjt o p, \*.rpmi ;+���� r�fort arlfarartr.r•r qr.... t ■ido e,,,47••Krr,t airej���erclf r►r •y t r" I�r" • �y ��'"gt (40timis) ..0114, �1 �iifelf ItiRnr .r C,sr�■�.r+ r�r L,...*'"hv+t 1:.f'j -t� ��mtap JrRi. l■ t* .�♦t'.t�•• s.•itt*►:•t� � s ♦ "a_'. �'t r,+•sn wr artil . ►41itr .t:"a��,;r� ' ?1stt�.r�';}tweer:t•:. 4r ■ ■ �. t to it i 4i�i+-.s w N+ `fir-vi f �� Jts J ,,iC� t.. ! ■.�.��„Pi.•r• •!a .''►,r711i �i ���'; • J:21,4 carr iii 11 »iP r Z.>se is a igi tt'r�i�i'r isis �� �c�a x�i�rrr bwrld/flrrii g°>sri�.l�i,. •�i■•.:.�.+s+ ..r �1....� 130tS8 411 ~�� ir �,�� �71�/.,����! J1r..Cai1-}.r•,Ytrr,�,iti'��+.4„��{�{Ila���5•f�� 1 �rri .vit i, ■lT�.th a>i •tip• !i s., lit �� ,ii 1rlriaJ■ ■L r>t�flrr�s< <rs.�'r{irf�a)�'y��``fiq''�� 140(63) , OROaRY�sul.•4 sr hriV��sisiiiri► .:G,;�•Q Ytt� �� dalmattit! ,ar; irfall it•�.U�i'�' r :�li+f�.i.ii i.4:44 �j4ft �� � �traassr�lrr`�R� 'alert 1,�f_�ir r� r .•:.�i-1.v-1 " ei tt►ltl ni�3 - >ItF.�°ko .10 Mites per hour snianananimuslet n i! • tYs• �..alwaa.,_:. t;+,.r-�. PAIIIVrM is u.uiar rr;�aa8ti"5:6 1 +y1a Sr;:..it liiV ft 44va (meters per second) araraar ri rs• a• et pPiss91 #,A? r.rRer •r at*s" [ns.�'• �+ fr�r'�L�' L. ryi +OIWgilt {?' Iii ;;:f* •,ws-••'r, .,,ll ��1 mal s►, tLdn, >....nas.s�� .'a �+ . Figure I.Basic Wind Speeds.Adapted and ,t`' !�■t lira.•'pl' !ss�f.+"{`�.;,,f:./� i>'"�,xit, 130(58) ib'uP �a>tsd�'+��:►1;:-~"�• :%��� � ,.�tj=ti applicable to ASCE 7-05.Values are nominal atsr47.4+.j/ 140(63) �i : 140(63) design 3-second gust wind speeds at 33 feet • irrrl i 140(63) 150(67) (:,\r,..,7.0�1, above ground for Exposure CategotyC. 7�1€r `it /11 1511(67)vs • to 80(40) i` . , �a:i'iGi14 Special Wind Region 100(45) 130(58) 110(49)120(54) Step 3:Determine Roof/Wall Zone The Design Wind Load will vary based on where the installation is located'on aloof:Arrays may be located inn more than one robf zone. Using Table 1,determine the Roof Zone DimensionLength,a (ft),according to the width and height of the building on which • you are installing the pv system. ' Table I.Determine Roof/Wall Zone,dimension (a)according to building width and height a= 10 percent of the least horizontal dimension or 0.4h,whichever is.smaller,but not less than either 4%of the least horizontal dimension or 3 ft of the building. Roof ' Least Horizontal Dimension(ft) Height(ft) 10 IS 20 25 30 40 50 60 70 80 90 100 125 150 175 200 300 400 500 7+"1 Fl spl„17,4 5. "1- :,s:-;3�' .tY .^;r`:,-, ..�iSZPs nt'�7- _'F'�"7'P'.,.. _%.+.:s +R^5. .��`,`,&"••7;',1.^,' 7 ^T}.-;'-,. - iY ,�:..5....�..�..-..�: ... ;..= ..:;.�;�....,�.,r.�.;.. q. .4� 4„, '4. �%I 9�:�%i. a .5: 6�.. 7 .: 8 ;;�. �"i �.r ~-:`m;ti:; s:.a •� .i- ;:.,'•:.�,�:.:,�..�.. .:,:. i.• � 12 �n';Fb a:<x=20.7 I5 3 3 3 3 3 4 5 ' 6 '6'' 6 - 6 6 6' 6 7 8• 12 16 20 frw .,1,�g�TRY 7;rmM.: ,};,n.:a^.• ""?ii.�&.� "F,�:f+^.; ;y;�•..�,xs,�...,.,.-..^�v" ,w.��,...:..;,3ir.».•..- ,_-h,�r-.;.-.... �3,. =::c�:.3:. �4c,,�:.,,.5,:.�.�d.�z..7�.�.,...c8.z*a,,...8.�:�::�,8:.'..WyB�.�,_r:;8`.�;�'�.Sii>:�:.w8.:.��i�t2^;:.:Zt':6�,...� 0� 25 3 3 3 3 3 4 5 6 7 8 9 10 10 10 10 10 12 16 20 ;vn,_..-�•�._.•�;:..,w•:.fia:•rta,�-;,-�Z,�;.�-_,,....�TMr^--r{.: '.. ?a nLr^-^�,,:Y-,.�,`,�"”'`:?'�,."":t s��'°',y,F-�r.•.�^--�'...•;x_-v...�, �.;-•-.,;.,g...._r-.,�.;.� 7•a--o-.c. ...:30..��',.�s..>w>,..�...i.:..�:3 w •3�...��.u3: :z:.3 �;A:�.'3� �• � :-�ta..�� �.;, ,:8:- .., �12�k• r2,;e.U;I3v. �1�2:��r�:�.�1,6't� 2Q"i 35 3 3 3 3 3 4 5 `6 7 8 9 10 12[,5 14 14 14 14 _ 16 20 '`40° .3r� r'-' {:A°"Y"?" . '' .q•ytr7, .-r �+r;T ' 32M' ® �,.� ,�.a��::` ��:�,:.�. .,.���,3:s,�.iaa3_..r._..�.'��.,3;�.��:�4, '.�5�..s;,6..�, ��.i��:.sBJ}�,....w9�.�:t�1.0�Y'M).�5�:��,k.5a:- . 1;6:.a���16�;:�1b�• :�b�t=320;: 45 3 3 _ 3 3 3 _4 5 _6 y 7 8 9 10 1215 15 17.5 18 18 18 20 3.:,:'a ft,k�y=�3r*;2C'�.'!�r•�4�.""�7.�»µ^.-.L-�"„^�,•� f�,,"' `;.•'Y^. :,,•.... -.t.}�;•w-:;r,,�..;,,4;v}?.,,v'<•'.".<•w --a',•,�.......,. ,,.,..�....�,�.,,.,.,��rn�-t.......-:4-'^".i,'9'..-"„'.n X§ i.,1 u,>.,> 3_,,.:.>;3�.,s.,r.:3:,.._.e3. 3.'� ; .SY`%.v: 6..,:• 7';:a: 8,;', .,9. .t::r�i.0:_M1:25 :15,r :;1;7:5: :.34.1- �.�>2 . 60 3 3 3- 3 .3 •4 5 '6 7 8 9 .,-1,0- 14(-5', 15 . 17:5 20 24 24 •24, Source: ASCE/SEI 7-0S, Minimum Design Loads forsBuildings,arid•Other Structures;Chapter 6,Figure 6.3, p.41. Pip 4 a • . p SolarMount Unirac Code-Compliant Installation Manual 9:`UN I RAC -Part I. Procedure to Determine the Design Wind Load [1.1.] Using the Simplified Method - ASCE 7-05 The procedure to determine Design Wind Load is specified for more clarification on the use of Method I.Lower design by the American Society of Civil Engineers and referenced in wind loads may be obtained by applying Method II from ASCE the International Building Code 2009. For purposes of this 7-05.Consult with a licensed engineer if you want to use document,the values,equations and procedures used in this Method II procedures. document reference ASCE 7-05,Minimum Design Loads for The equation for determining the Design Wind Load for Buildings and Other Structures. Please refer to ASCE 7-05 if components and cladding is: you have any questions about the definitions or procedures presented in this manual.Unirac uses Method 1,the Peet(psj)_AKzd pnet30 Simplified Method,for calculating the Design Wind Load for pressures on components and cladding in this document. Peel(psf)=Design Wind Load The method described in this document is valid for flush,no or building height and exposure category tilt,SolarMount Series applications on either roofs or walls. _adjustment factor f Flush is defined as panels parallel to the surface(or with no K t= Topographic Factor at mean roof height,h(ft) more than 3"difference between ends of assembly)with no more than 10"space between the roof surface,and the bottom 1=Importance Factor of the PV panels. This method is not approved for open structure calculations. pnet30(psf)=net design wind pressure for Exposure B,at height= Applications of these procedures is subject to the following 30 feet,I=1.0 ASCE 7-05 limitations: 1.The building height must be less than 60 feet,h<60. See You will also need to know the following information: note for determining h in the next section. For installations on structures greater than 60 feet,contact your local Unirac Bask Wind Speed= V(mph),the largest 3 second gust of wind in Distnbutor. the last 50 years. 2.The building must be enclosed,not an open or partially enclosed structure,for example a carport. h(ft)=total roof height forflat roof buildings or mean roof height 3.The building is regular shaped with no unusual geometrical for pitched roof buildings irregularity in spatial form,for example a geodesic dome.' RoofAitch(degrees) 4.The building is not in an extreme geographic location such This manual will help you determine: as a narrow canyon or steep cliff. 5.The building has a flat or gable roof with a pitch less than 45 Effective Wind Area(sf)=minimum total continuous area of degrees or a hip roof with a pitch less than 27 degrees. modules being installed(Step 2) 6.If your installation does not conform to these requirements please contact your local Unirac distributor or a local RoofZone=the area of the roof you are Installing the pv system according to Step 3. professional engineer. If your installation is outside the United States or does not Roof Zone Dimension=a(ft)(Step 3) meet all of these limitations,consult a local professional engineer or your local building authority.Consult ASCE 7-05 Exposure Category(Step 6) [1.2.] Procedure to Calculate Total Design Wind The procedure for determining the Design Wind Load can be Step 2:Determining Effective Wind Area broken into steps that include Iooking up several values in Determine the smallest area of continuous modules you will different tables.Table 5 has been provided as a worksheet for be installing. This is the smallest area tributary(contributing the following 9 steps(page 8) load)to a support or to a simple-span of rail.That area is the Effective Wind Area,the total area-of the fewest number of modules ma run of rails.If the smallest area of continuous Step 1:Determine Basic Wind Speed,V(mph) modules exceeds 100 sq ft,use 100 sq ft(See Table 2). If less, Determine the Basic Wind Speed, V(mp{r)by consultingyour round down to.values available-in Table 2. local building department or locating your installation on the maps in Figure 1,page 4. r°v 3 o :! U N I RAC Unirac Code-Compliant Installation Manual SolarMount i.'Installer's Responsibilities Please review this manual thoroughly before installing your SolarMount is much more than a product. SolarMount system. , It's a system of engineered components that can be assembled This manual provides(1)supporting-documentation for into a wide variety of PV mounting structures.With building permit applications relating to Unirac's SolarMount SolarMount you'll be able to solve virtually any PV module Universal PV Module Mounting system,and(2)planning and mounting challenge. assembly instructions for SolarMount It's also a system of technical support:complete installation SolarMount products,when installed in accordance with and code'cornpliarice docutiientatidn,ari on-line SoIarMount this bulletin,will be structurally adequate and will meet Estimator,person-to-person customer service,and design the structural requirements of the IBC 2009,ASCE 7-05 assistance to help you solve-the toughest challenges. and California,Building Code 2010(collectively referred to This is why SolarMount is PV's most widely used mounting as"the Code").Unirac also provides a limited warranty on system. SolarMount products(page 26). • AThe installer is solely responsible.for:- Complying,with all applicable_local or national-building-codes, includingany that may supersede this"manual," • Ensuring that Unirao and-other products are appropriate.for the particular installation and the installation enyironment;. • Ensuring that.the roof, its rafters, connections; and other - 5 structural support members can suppor-tthe array under all Bode=levelloading conditions (this total buildinggssembly is referred to as the building,structure); • " • Using only Unirac parts and installer-supplied:parts as specified by Unirac (substitution of parts may void the warranty and invalidate the letters of certification in all Unirac publications); • Ensuring that lag screws have adequate pullout strength and shear capacities as installed; • Verifying the strength of any alternate mounting used in lieu of the lag screws; • Maintaining the waterproof integrity of the roof, including selection of appropriate flashing; • Ensuring safe installation of all electrical aspects of the PV array; • Ensuring correct and appropriate design parameters are used in determining the design loading used for design of the specific installation. Parameters, such as snow loading,wind speed, exposure and topographic factor should be confirmed with the local building official or a licensed professional S engineer. Page 2 fid`-'"+"r,-�"".1'-'C','"1:3.;/:- :nTP .e 7.1= a% °;. '.l",`,t-..,-.„ -^-•---,-7. .a.}",fi'* :FT"7":" -y,,- •a. - i5^ *,` , -1.,,, -,'",''''...1'',1;.; ` 11 Cµ'y. rr tilt' .Tt .-,-'L ;•r; . r. 8 i< T ,, ,,�'..�,'y��.(py�ifd;t�t�*a q 5p] 'S: ',f,''' VTA� -, . ... } i r. . ,, 'F) it ✓'. Sy , 1-,,:!, ..,, „:,--,.-1,:-- ,•,, .,., : .t '- . .Service is,energi d=:from:. - : ,_ , :- F � xY 5 ',; 4 ,e4f "ea't: : 't = ° tk 5 .fi:e 'ya"yy',36 , i �' .i;. •; I. two-,sources. ,i,;::,.,t y , " I Sea': I Y .J - Y '7 , " Y 1 x- 1 .. 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[YP,E:.�I Lay-In Connector a, N,Fa,% < skis x � i'�p"��V{k�*q y� � ' .... - �._ ; : : " '�1: it r :•`�'e; '�' ^" V- -S. round connectors,are:rimanufactu'red frog high strength , ,,,, sr v_ t.. _i # } ' •' `606x-T6=alumriinum allloy.•to'irisure''both ma>drnti'tm=strength',and„ * ,-, ,e - � ` 'e.dua rated••for_'both,copper•',and',aluminulri „,-;•r* -t 1. 4,,.. �,.1;,,•"; •, _ conductivity.T, .,... ., t . •: • . , „ ' ,..,cit, yi 4- ontact' '` ; ".contlucto�s and are:electro-tin-plated=to_p-=,,,,de�low'c - ,•P, �;` ,, ?: S / L ttti ,gin .1 .r 1 +!-.,:� 1., ° �g �. .�'^: w' ' •.r ',, t.k, 'Ja�M1 , '= ID'{:..,• ._ .,k.:'."4,�'.i,7'ix .•w ,. _ • r `. ':.+r+ :^�-raM -��`i'` y « S"" �k.wZ µs.-S4��{? 'iT, -.,;, . :E? 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Y� i 4.'•A' " � * '''"1$T 'E4IST �G ROOF -•RAER - ' rx'' : ., .. i ` : Q.? 1ZG �.. r ,, tn' . , 1 x ww ' SPkALT,.SNIN2LED 'V " " ,:4e[s . .. _ ., .-. - . - .ry, =,,= � ` seg , � .. ` . , _ -"- '= ,-,,=4; j' `� rp. \ �1' i L. ,1� J. . . Engineered and Designed for easy installation. Our roof mounting system is water tight and durable for any composite/shake roof! f r��t ., -,.c -sem, eo 7.\\''',' �` `li ` t`�'r�f3��•'�� f Yy {.err-{ {S r "i�• a J x 7 1 S -- m k " Y p#terz y vj 4t 'h.+ N.-e' , is ,6 '2":.,, •',+, rj.• ' I " Y--.. .>F 5•a;.2 / 1 .r....' [ mai-"" .2+W,.. WOO� j .SIJ.aZ►r I i.;w1:".• y�l V � -*-4� + ( 'iiiiill . ,x:-., , . 7,44,7i,V1.41.‘ 0 444-9:1) K SI ., f 'yr-1 ,,,,• ; ,: o:--, ` a/ ,....k,..- 1r� .. ' y .i4 v y�f�y rr r.L.;-1 . a- }.rr, . T;I •4 +cy!_ F 5: ------•-- , ,...r-AjA,,..0-1;mia N...1.'. •-.- 4..._1•ii.4„y:1,..•..,...4‘...„Y;;;*..et•4 -: ...,. ___,.___ix. Serrated L Foot allows for Versatile aluminum base for Flashing designed to redirect rail mounting on either multiple configurations. water flow. side. �- -- -__ _ , � Optional Standoff Kits �— �. � available! i , _ 0 r' Kit# K10068-001 All kits come complete with the following parts: `, � 4 ti!- , 1-Lag BoltSS5/16x4 7-0 �, 1-Al Shoe kf'.;1 •, Part#615015-002 } Part#A20065-001 �;k'. ..t' q. i '1 1-Ez L Foot «" ,- Part#A20084-001 i�5 _ \+ F s �` L,,', �..'.awl 1-Flashing L> 1-Hex Cap 1-Bolt 3/8-16 x 3/4" Part#A20052 001 -_.._" Part#A20066-001 "`4 1-Flange Nut 3/8" ((,?? ��(j]] ' }}D.-- -�-� 1915 E 5th St.,Ste. C c��(J\:a,J .__ 1 Vancouver,WA 98661 Phone: 360-335-3037 www.sunmodo.com -r ,,: • , , „ft"— .*_=..V•:, " ,!,ilr ••••;•:- -,"'-' s. ,, ' ', It, . i':' 1,7,,,,,-Y., „tit ' , ' • -' :;,'''' 1,, !:. 'q '..,:',, • 1 tiii ,4 { ''.4, ":'k 7:- '" - 1 . 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C EV - ' G-- Vancouver, WA 98661 Phone: 360-335-3037 www.sunmodo.com , 'i X33 e... :1' .>M'IL-!J C sr.1.< vr.,._...,eF,mwrdox,.z.. ,..,r2 1=.1,,,,,,,.e_.,..'-... s.u'C'_.,.....e....=.:s5^_':.^: ,,,=Zit`s-•=-c_ s'.._.,. SE.-.......-._.......,.u,+..X..-4n,..-.:3' "®'°^,'=—a.....1, .--.Strz==^._J. _ ..,',"",,,--"..,O . .., ..�-, ._�*OWER'At '�a.�.. ,...-,.....,,.;`.,.,..r3/tT,`,(S;717) zr -i1-PDO 245-260W Peak Power Watts-PMAx(Wp) 245 , - 250. 255 - ' ,260,x.,. 1','.•-PD05 08 245-260W Power Output Tolerance-PMAX(%) ,,;,a,"- ;3w- %:S_::'0;-+3 ,,,;,,.,,,,„-:.-.7 ' , Maximum Power voltage-VMPP(V) 29.9 30 3 30 5 ] 30.6, - . tdS'Ohr.,_):P`:MODULE ; n r: ;*` ¢ r! Maximum Power Current-6nPP;(A),,•-','i,•;...'_ '8i20• 822 ' ,8:37,;{.. '.-:'.8.51-.1.4 ._ un,i irr rrl •- -- --._ s. ..:___..n �.Lw.;S_:;?:a..---ro...3CC.,:. •.f;:c_r , 941 - Open Circuit Voltage-Voc(V) 378 38 0 38.1 r� 38.2~ ,,;, Short Circuit• Current-Isc:(A)i.s! 'j ;.8:75+1',--- F:`;,c3;„'8 7>9, .,I, i 6 88^,,v;.-°'i;; E'?,9'00,`e;` '' r'i, UNCTION - Module Efficiency rim(%) 15.0 ' , 15 3 ' -` 15 6 ( • '15.9- •, eoz I ;o , ( ' --t STC Irraaiance 1000 W/m'•Cell Temperature 25°C,Air Mass AMI.5 ' I,i NAMEPLATE ' V, Typical efficiency reduction of 4 5%at 200 W/m'according to EN 60904-1 i 09 z -- ' °- I o i SrAUI n I ' '�---- NG HOLE n i io 1 Iii ..frit_A+DATA(NOCT) _Mw__ Maximum Power-PMAx(Wp) 182 i 186 190 193,, ,.' I. 1 Maximum Power Voltage-VMPP(V) .•.. , •27:6'='£°' ,",.. ;28;0 'tiir= 128.1Jr;.T:'41j,r; `12$:3ct,':) a , I I t o Maximum Power Current-Iraq.(A) 6.59 6.65 6 74 I 6.84 Open'Circuit'Voltage".Voc,(V); ,35..1 ; k-,,,,,,,::352`,,,,. ;:,�;_ q5,13,:;;;,,,,,,,..;,,,,,--.:.-_-,. 4.11,,,,,,,,,„"`35i `":„ Y�. -?: i',er: 1 I Short Circuit Current-Isc(A) 7.07 ;1 -7;1ej• - -r•7:17�• 1;3-=r; I ,s I... , ? , ,•3.,_ 7.27-,;'s>s" I - NOCT Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s ' , ''I 6 0 s 3 GROUNDING HOLE ° i•' 0-DRAIN HOLE • MECHANICAL DATA I1 .,. `- :•'-yM1 '°ut x'.;::' `;:�I:, f='"u '''`"=°` 'i' "'h '- '1t Solar cells Mulhcrystal i e 156� :l56mm(bnches),+;... ;.,. Y;; • t _... ,. ; ,;, J_$ ; ., :: . : r,4 - Cell onentatio,ri wter'60:celts6� 0-'• : ..rm* : ;? ' ,,:,;"..;.D- ' °-' F� ~•' : 's' ^812 180 . -. .�.:,,-y •_ e.= .-.:1=?�c.,-.y _.,;z. .,y:•�,..s �r:;< ,.: ,,,' ,x`z= ,- . �'.+:a`"z. Module dimensions j 1650 X 992 ti35,`mm(64;95;z9:S1.3Tiricfies .,''' '•3-' <_•yi.'= i' I ,f•-.4"'K6- )^:p: T1.-tk Y:�R� .yma, . -fi ;i.<,y?+,Back View Weighs 8k 4 kr', :y.,, 4�•,,.ws .ay. L -• ?=s+i;,rr��wl^,uq -...-f`.��'tGlass :3:2 Ir (0:13inch'OrrHighTransmIssion ARrCoatedffempee4Glass , Backsheet 'ter ..ynjliit.,.,,, "w ,, . ; ,.T:r. .%:.,..- c, :4 .s c� .. - •;3,. .,tar .:v,'r^'>,,:.0-, ,,..r�'r= '.xr»:.«'.`�.,...t.k', .r.......:.� �:,.,��:�..:.$�.;.y 4. ,'h.�.P i- • I_minium A loy(PD•0 ;. ..-;'r-,....,.: ''"" ;y..._..•r�:..... Frame Silver Anodized A u ri v 1 •i---IacK PROS 08) .' c r;;„.;; Ir,..�� sail"'✓hti:-:; _ �,_; .��,. ''-.•F'`::'"�j'1,4 ,yY^',,•^s-.:. a�:r.:',:P':: y,.-...i:. J-Box i1-"`;„' ` II IR6'5iiFIFir67rafeiis:' a`;;-'` w `�- , Et s,py t� ,,:w:, •;ii�,,n•�14t- .:A,c -a>.::. _.., .: n:,. :"-+-..``i=_r,• �','- _•'?:`..:u _' ;.:.i� Cables 1 Photovoltaic Technolog cable`4,Ornm?-(d'.006iriChe4)t'-_,:',r�: `',''-`$ T'� 1700 mm 27,56 inches i 0 e- y,' ':- '" OO.Omrn 39:37incFies �_,^. �r-,%-3-„s7 �� >• 1; `7 MC45t1; -:i• ;49{,„ t, ,araa.yr,•_ `Connector'^ �a 'fit;, Ry-` ._.:fi_ ';y:r�<_ -1 '''f' ;?>1s:ri..,:._. .; 35- TEMPERATURE RATINGS MAXIMUM RATINGS r ti Nominal0 Operating ` '/1T-ern"3''M: ^"-.2::z7r ii--'r,:7;7,7'1,,l'W?.." J CURVES 'PV MODULE(2454) Prating Cell '! 44°C'(±2°C);- •Operatiohal;Temperature, :51'r'H Temperature <yx :,-i,-„,::,:,;,;::f:' ,',4:---T.:,: -'1,111'r,:-,:i 4 t'85-C. ° — — -_ „, .,,'.,_c , r r ,'` alti5riuirrS st"err:,;,: _,,.l;;Y`'1000�DG IEC `'Tem era'turesCoeflfcientt st f s z,?,a,-�0 41 0 r g -' j:_ •,i, r:,J`I000V;DC`(UC)° P %1R°G: Yoita e;,= 7' , 1000w/rn',-- .._ -- - _ - __ ,. - - .• >....,, i "i,` .z+i.. . .i 1,7„,.,:,:;.-.:-.,,t2,...'t:1;A>. :1::,...:w.,c..,-s: :.��. .�.-: Temperature Coefficient of Vac- 0.32%1°C- 2 Mgze�ies•Fuse, ati "1. ”` '"' 800Whn' _ ,. - , .. ._TS, r>� •r '.Wg . .I; y 9:`j:;.f .... . . '=`v -- -777----....„ ---I .Temperature Coefficientiof Isc`,,1:='0;05%/.°C�-";:- __ — —___-_.-`_ - //m'T ~ I WARRANTY , 200 - - -„ \\1] 10 year Product Workmanship Warranty o s :c'_-"r '' - is o°0” 10- 2 '- 30- 40 c° 25 earLinerPowerWaron :) ._ _ • Voltage(V) (Please refer to product warranty for details) 2 .4-i tF,•. ...i. 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Y ec:: • • •-•:- . _.___._ _ Limited.• 4,..:.r•-•..r,.-•.,r ,q,,,,•:.,:-;•••.1•••,- . 14,1-•ifir--,-.;/,-www:trinasolor.tom, -, w00%- '-ie'-.---,.-,• -- • - _ - -- c, ....,,,,,, '---,^1---,.,,,,„... '..;'ilf..-.4,.?•I'''.k'i , ' '' ,.' ' ' . a. -o „,- -",, ,;--.?, ..,..- - I-',i' )...,',.'i',r.- '' , % •. •' ' 3), 90% 1:`,',':;,,.,..",,k.':',1,,,''':;.,,:';.--",'...yle'','...;;-"..:1',':','1,.;,'-`?.-..';',;,i'.,‘, ' •, . g 1,:;„,;,,Y.',, ,,-,,,i,.., ''''/..-„,..-;;',.:.iiiit„,..5,e.7::.,, , .,',-,,i,:c.,-;:•, .--- '-'''',..='': •if_-.Th.„,,,,,,,,,,,,\-,..-,:-..•f•-•,,I.,...•17.7. „ {`�' Single Phase Inverters for North America solar � �� ; tip ) c7 ),,,. SE3000A US/SE3800A-US/SE5000A-US/SE6000A-US/ SE7600A-US/SE10000A-US/SE11400A-US I SE3000A-US I SE3800A-US i SE5000A-US SE6000A-US SE7600A-USI SE10000A-USI SE11400A-US F OUTPUT, - , -„. - -T _ .� -- - -- 9980 @ 208V ' Nominal AC Power Output I 3000 38005000 6000 7600 10000 9240, 11400 VA 4 208V 10800 @ 208V Max AC Power Output 3300 4150 6000 8350 12000 VA 5450✓240V 10950 @a 240V , - - AC Output Voltage Min.-Nom-Max "1 183-208-229 Vac _ _ AC Output Voltage Mm.-Nom.-Max ISI l `/ l211-240-264 Vac I AC Frequency Min.-Nom-Max(1) 59.3-60-60.5(with HI country setting 57-60-60.5) Hz Max.Continuous Output Current 12.5 1 16 ' 24 @ 208V 25 f 32 48 @ 208V { 47.5 j A II 21 @a 240V 111 42 Gla 240V } GM!Threshold 1 ! A Utility Monitoring,!standing Protection,Country Configurable Thresholds Yes Yes r r},i,'• - r ''';':,-;', ,1-'''" .^,tfr.,N,_s'V,', -fs::' _ ,.. - - 1 '�:e:v.r'' yT?' - �;{-':r" ;'� :3'.5:�-" �.-;i'',:i�i;g:i; . g;r.;,;t::;.:.:: :ice- .. ice.: ♦,:: Ii�PUT_=, .,. :�'- " -r ` ,' F ,. ., >?. ., nrY%Y'" r :C"i o.;;.�4 L.-.'.:.�;�J, `:;,i Maximum DC Power(STC) ! 4050 r ' 5100 l 6750 i 8100 I '10250 I 13500 I 15350 f W Transformer-less,Ungrounded Yes ' - . 1 Max.Input Voltage - 500 Vdc- Nom.DC Input Voltage 325 @ 208V/350 @ 240V,, Vdc Max.Input Current9.5 13 15.5 @ 240V I 18 • 23 I 30 5 @ 240V 33 @ 208V , 34.5 Adc Max.'lnput Short Circuit Current . 45 Adc . ' Reverse-Polarity Protection - '. Yes . Ground-Fault Isolation Detection 600ktSensitivity . Maximum Inverter Efficiency 97.7 98.2 98.3 98 3 '-98 98 98 CEC Weighted Efficiency - . 97.5 98 97.5 @ 208V 97.5 97.5 97 @ 208V 97»5 98 Gla 240V 97.5 e240 Nighttime Power Consumption - <2.5 <4 W C:r' '_w`'a-'-`-", 1*w•,•. ,y.=.-:a:i:t;,+.r..,t;4 r ::`:7' -;,.;t,#' .4: :;;:r7ir"e''=" r`Pil.':F;',.,s i',�,v,..- i.,,u:%�.: " ::'S ."afC.;,: .; 2 .d.':. ^e' ADL?Tt LFE r ' .�^t-,.� :4. ..�is,.:,a• i F^�::t�r::xY�';.. 4h'd. ,.�;�3 i. = � I, O.t1fA 61TURHS;c, ._,....t; ;<<. .. s's •.,.. . < .,".,,, ' . . . s .°Cv.•1'_ ,. ., ..... ,, . r--. , iar rr Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional)'- ' •, , - Revenue Grade Data,ANSI C12.1 . Optionallal ' Rapid Shutdown-NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed(4) i„ - - - '-,;s :z,-,.iris r`':: i',1;;. -F',•.,.5s,.� �,.fa� ,,• ----:".'",,--:k;:' -fS";:..`i-"i:.V.,--"J,.':`c%,;v�,2,4-",•, =,r'' -;t:_ ';-rae..-,,{{ SiST%1NDAtilYtd iiiir tet "1:,r „ ,,IY ., . ...>i i-OY. ;.;`"Si::..:`r,;•^rc y;"`a `".;'r .x ,y 'c • .4r '. ',..e ,,.. ,. -t�. �.S Safety j - ' UL1741,UL1699B,UL1998,CSA 22.2 Grid Connection Standards ! IEEE1547 Emissions i FCC part15 class B I ti-(113ACLATI.ONSPEGFCATIQNS;^-',•,.-�-•a•,/ .e.:ate:",a,.`aw "i1'=i;+x'„''i`..;F:4`rf:J''�^,,70,)::4:;'_ i�'�'. .. ::,; ..fr:. :'.,8n.;;;'i Ftety; a;., ,::4,t."e, tt__,, V.f. ; AC output conduit size/AWG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/0 of strings/ 3/4,";minimum/1-2 strings/ 3/4r'minimum/1-2 Strings/16-6 AWG AWG range . " :14-6 AWG Dimensions with Safety Switch 30.5 x 12.5 x 7.2/775 x 315 x 184 30.5'x 12.5 x 10.5/ in/ (.HXWxD) 775 x 315 x 260 mm Weight with Safety Switch 51.2/23.2 1 54.7/24.7 88.4/40.1 lb/kg Natural ' convection Cooling Natural Convection and internal Fans(user replaceable) fan(user replaceable) Noise <25 <50 dBA Min.-Max.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available)) °F/°C Range,.,.. .., Protection Rating NEMA 3R 1il For other regional settings please contact SolarEdge support 121 A higher current source may be used,the inverter will limit its snout current to the values stated 131 Revenue grade inverter P/N SExxxxA-US000NNR2(for 7600W inverter 5E7600A-US002NNR2) 1'Rapid shutdown kit P/N SE1000-RSD-S1 151-40 version P/N'SExxxxA-USOOONNU4(for 7600W inverter SE7600A-USCO2NNU4) "4; ;;'sit'• :q, •:,t "r t• R , %, e' 'Pe•` �',r,u'. 7.Y.:,..+ ,yr: , 'fi;, ra ^gr .•r,.,:�,'_ 7: _' :(--,T; _ tea^»^"^'t _ y's ::h+e�'^"?.': �:,y:,k.r •l.--v.x.f':,.r.'.<+;,."2:��k:o_'�i„'...,r:axa,-.n<.,yv.•*::,.. _.Y,rs.,•:-,s,.y1,,1;r.".�fii.."j.{_......;:1;:F„+:....i,:.e'i:?,.;. ::^a - ;_:,l_._l . 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