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o�g11FFOl,��oG Town of Southold 5/18/2017 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38957 Date: 5/18/2017 THIS CERTIFIES that the building SOLAR PANEL Location of Property: 195 Ninth St, Greenport SCTM#: 473889 Sec/Block/Lot: 48.-1-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/6/2016 pursuant to which Building Permit No. 41304 dated 1/23/2017 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 Sinha,Harun of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41304 03-28-2017 PLUMBERS CERTIFICATION DATED �&�L��? Authorized Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY 4P 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#: 41304 Date: 1/23/2017 Permission is hereby granted to: Sinha, Harun 816 Wiggins St Greenport, NY 11901 To: install roof-mounted solar panels on existing single-family dwelling as applied for. At premises located at: 195 Ninth St, Greenport SCTM # 473889 Sec/Block/Lot# 48.-1-23 Pursuant to application dated 12/6/2016 and approved by the Building Inspector. To expire on 7/25/2018. Fees: SOLAR PANELS $50.00 ELECTRIC $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $200.00 Bui ing Inspector 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 l% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: x (check one) Location of Property: 195 9th Street Greenport House No. Street Hamlet Owner or Owners of Property: Harun Sinha Suffolk County Tax Map No 1000, Section 04800 Block 0100 Lot 023000 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Michael Passantino Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature OF SOUTyo� IcOUNi'1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - ELECTRICAL (FINAL) REMARKS: DATE � .Z INSPECTOR OF SOUTH®l Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179G Q Southold,NY 11971-0959 ® • yo roper.richert(a�town.southold.ny.us �ycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sinha Address: 195 Ninth Street City: Greenport St: New York Zip: 11944 Building Permit#: 41304 Section: 48 Block: 1 Lot: 23 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Trinity Solar 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 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect FA Switches F1 Twist Lock Exit Fixtures TVSS Other Equipment: 3.8 KW Roof Mounted Photovoltaic System to Include; 16 - Trinia 280 Panels, 1- SE - 3800 Inverter AC & DC Disconnects, Meter. Notes: Inspector Signature: Date: March 22, 2017 0-Cert Electrical Compliance Form.xls Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.394.2326.E-mail: grichardpe@aol.com D [zC[E0'V[E D MAY 1 7 2017 May 11, 2017 BUILDING DEPT. TOWN OF SOUTHOLD Town of Southold Building Dept. Town of Southold, NY Subject: Solar Panels at residence of Harun Sinha, 195 9th Street, Green Port, New York 11944 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. A certified Trinity Solar installer is and has gone to the job site named above and inspected the project completed installation on my behalf and with my approval with supervision from Michael Passantino. This certification is based on the NYS Residential Code and the provisions of NYS 2016 Uniform Code Supplements including Energy Conservation Construction Code, 2015 IRC, ASCE 7-10, & NFiPa70. Please contact me if there are any questions or comments about the above. Very truly yours, hL.— Rich rd B. o don, P.E. N York .E. License No. 079309-1 OF NEl y 00,E `O ��sFO 0 -309• pR�FESS10 FIELD INSPECTION REPORT I DATE COMMENTS b t� FOUNDATION(IST) H -------------------------------------- C FOUNDATION(2ND) z �o ROUGH FRAMING& PLUMBING H v i r r� INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS PEI CLo le H d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application 2 Flood Permit Examined ✓ ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c w Phone: 'a Expiration 120 � D ���� uil g Inspector D DEC 6 2016 LICATION FOR BUILDING PERMIT BIJdDIN(s DEPT. Date ��,'/ , 204_ INSTRUCTIONS TOWN OF SOUTHOLD 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 re ns, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) 2180 5th Avenue, Unit 1, Ronkonkoma, NY 11779 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder General Contractor Name of owner of premises Harun Sinha (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer General Manager Michael Passantino (Name and title of corporate officer) Builders License No. 52821-H Plumbers License No. Electricians License No. 522774-ME Other Trade's License No. 1. Location of land on which proposed work will be done: 195 9th Street Greenport House Number Street Hamlet County Tax Map No. 1000 Section 04800 Block 0100 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 (Description) 4. Estimated Cost $20,160.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO7V—Will excess fill be removed from premises? YES NO x 14.Names of Owner of premises Harun Sinha Address 1959th St,Greenport,NY 11944 Phone No. 347-259-1555 Name of Architect Richard B. Gordon Address PO Box 264,Farmville,VA 23901 Phone No 434-574-6138 Name of Contractor Michael Passantino Addres�"'5th Ave,Unit 1,Ronkonkoma,NY"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� 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 Contractor (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ,5 day of0ZCW4,(V 20 ALENA SA NotaryPublic Notary Public,State of New York Signature of Applicant No.01SA6322131 Qualified In Suffbik County Commission Expires 3/30/2019 *pf SOUI�� Town Hall Annex ` .1;; w, Telephone(631)765-1802 54375 Main Road _ t�ae(631)765-9g512 P.O.Box 1179 G @ roger.richert(�tOWn.SOUtho d.ny.US �O Southold,NY 11971-0959 ���y r.•, BUILDING DEPARTMENT TOWN OF SOiTTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: QL A-2_ Date. Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: ('Indicates required information) *Name: Harun Sinha *Address: 195 9th Street, Greenport, NY 11944 *Cross Street: Wiggins Street *Phone No.: 347-259-1555 Permit No.: y S-0 Tax Map District: 1 obo Section: 04800 Block: 0100 Lot: 023000 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Install solar panels on roof. 3.08kW (Please Circle All That Apply) *Is job ready for inspection: YES /do) Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 17 82-Request for Inspection Form ulv� SO(�ry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 �Q March 29, 2017 c®UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Trinity Solar 21805 th Ave Unit 1 Ronkonkoma NY 11779 Re: Sinha, 195 9th St, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Engineer's certification required stating the panels were installed p r ilding 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 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#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 —41304— Solar Panels LOT AREA = 19,527 SO.,FT_ i LOT NUMBER 10 LOT NUMBER 9 LOT NUMBER 8 S 89"58'00"E 152.80' FC chicken fr bldg Pen 0.9'N x— �� fence ` ", fence a 6'N 1F3'N 0 7C'N S 89'58'00"E av 5.57' 0) N a O C U x O 3 CO m b ) m Fw o z Ljj !j 784• % O O f-- h; 7,1' ^ 1 / bldg w v 27g^ Co o°0 1 NI- FC 0 WE 0 C7 a 2 Sly FR ^) v rbCV F-- 13 7 pK£LC h ti / o c o b ti Z Po ghee!eo Y 1&.1' a ( D`rQ s O bldq E Of cp�yc r � DEED 100 41' FO U / MAP 100 00' QFC 1 N 89'30'30'W N 89'30'30"W 165.0003'w 5 57' 1 1 IGGINS STREET i i MOTE GORE IS NOT PART OF LOT NUMBERS 1i & 12 MAP OF PROPERTY OF S BULL Sc MARY CORWIN t , i F f TRE Ex:IDME OF Wff OF WAYS AMD OR PRSMajfS OF RECORD.IFA.NOT SMO' ARE NOT ci°'R^.7EM REVISED 10-23-2012 FRWERN LNES An FOR ACED .+x^.PURPOSE AND VSE AND TH_-xD Re ARE uor JOB No 12-240 FILE No S BUEL CORWIN NTT TO WDE THE ERECTM OF MCES,�ANNG WALLS.PDMS &'F. .PA7 j KM4T G AREk%ADM=TO Ct617R=on ANY On¢R oamm4dcrD& SURVEYED FOR AUSTIN DOWLING & HA.RUN SINHA 7=OF T n 1LTE"YORK:W+eEDLr3q,a r.,„s su–„ u a�,xAr.aa OF sEcraa LOT NUMBERS 1 1 & 12 7209 OF ndE NEY!YORK StkTE Et1L'CATBJN t?"N ! MAP OF PROPERTY OF S.BUEL & MARY B CORWIN eoacMW KEREDN=4L[awe ONLY TO TK PSN FOR MOM THE &0W is PR�PA'RD,kWD 09 ms 4cm 8M4FTgDT��RE xmE ccwAw. SITUATED .AT GREENPORT AC 4Y t£ffiWJ4 @@SR tn=LCRPD..."..w.y AIM N TRE AMMMM OF nE t a'Z"D'XQ rA=fVRw' OUVANTM nE NOT SO e'°'X&M mmimm TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY OR SLOSEQUENT Owum t COMM OF WS Strom W.P=E'mwm Tic LMD SU,,67MM WaD WL OR SCALE 1" = 30' DATE 10-5-2012 e3BOSEW SEAL S A.°L WT BE TD BE A VALD TRUE CON FILED MAP No 353 DATE 5-23-1887 CERTIFIED ONLY TO, TAX MAP No (REF ONLY) 1000-48-1-23 DISK 2012 AUSTIN DOWLING,& HARUN SINHA STEWART TITLE INSURANCE COMPANY HAROLD F. TRANCHON JR P.C. HSBC BANK USA, N.A E LAND SURVEYOR z P 0 BOX 616 r��" c% 1866 WADING RIVER–MANOR RD WADING RIVER, NEW YORK, 11792 LI . No.048992 631-929-4695 HAROLD F. TRANCHON JR. PENN.LIC No. 2115–E I ReceiptCopy Page 3 of 3 SUFFOLK COUNTY DEPT OF LABOR, LICENSING & CONSUMER AFFAIRS PAYMENT RECEIPT RECEIPT NO. 308984 TRINITY HEATING &AIR INC DBA 3140 VETERANS MEMORIAL HIGHWAY, STE 3 BOHEMIA NY 11716 Recd From,.: [DIBIA: Date: CONDIT RINITY HEATING &AIR INC DSA 12/04/2015 Payment Type: No: Drawn On: CHECK 1394 BANK OF AMERICA I z ' Category Service Fee Violation Slip No Remarks 5 -H 1. Contractor C-Lic. Renew $40000 $= ' SUFFOLK,COUNTY DEPT OF LABOR, k i LICENSING&CONSUMER AFFAIRS m.0.. ,U,.. & HOME IMPROVEMENT CONTRACTOR � S N 'd 5 WILLIAM F CONDIT •R ye. t e . S$NAM This CertI les that the euswsTRINITY HEATING 8 AIR INC DBA bearer Is duty licensed by the F528LI County of Suffolk 01/29/2014 -HREC'D BY: eortm1WD-. ' .wTr 1/01/2018 CL L�SL I T$400.00 L: Remarks: ATTENTION HOME IMPROVEMENT CONTRACTORS Suffolk County Code Chapter 563-17(D) states: All advertising for Home Improvement contracting shall contain the number of the Home Improvement license. Customer copy http://suffolkea/receipteopy.aspx?ID=308984 12/4/2015 r v~•^ 7,gi r��' ?YM4y ,. -,.•➢ `-�-�'iRvl*...t".-.?i.-.�w 's,� :'.,wr ': ,m.S•.,ya.r '_s'\.-..ea. i .' .e. .. - fY x:w i.-ta ,.+ori'. "-. �.-� ,.•,,. 3t�-'.'� '<, i,.. .. � ,. - .q,` ?Y�' ."±.�• !-,i".'r•..ca _ 'R,tir. �'3. • :..--�- �•.Yr ,..a:: W., 7 .�... ,,. '�,>- � __.,.. .. ....I'���v.' `�.... h. F cs.�- x-e=-+A„�.. - .•.'�..:s+ '\--,.... .� >,�53: .,.�_'s .,..— ..-, t� <1���-r.� i- '- 'S'�; •i{.•sE :({•.•�,/.'` :->_ 'I 2> "'�-',' •�-a S .<<;c::a�:-s .,;`,'�?tS�:'�w ��.1..YAW<;s,-`:t:. �+��.i �vt �.::,l�' � _. c<_",t, 'T+1, �•,� �'':a. ., 7.-i_rf.f����� '' ,I�.".•-:-r {�i%'..-r-•.�.",�- �T� - •�•1< /te r'- _. ,. - v � :19 � •�•�<'��.*.�.� ~.: ..�.Gm3� .�'3.,�'S�w:`s�..) ��..r. �L+{..�..��=�.�5�.,'�'itr3 w'�f' r i � a , B 4'-. �.• " � 1 ' f { x � 1 fb t. .tl '!�'.k- `.e ='z€,�+o�r�'T-s.r:• .'�^- �"' .s. ..aE+a.w..c. ,r< i£1 f'� f"--: ,., .� 4 may.,,-,.'�'.;; A"t"-'-• ,•J<Y . a.- ,;rt.,. :S :« •o , �.: �,.x r•.. ,N;.iv �^ ,� a: ;:�-� 1 �.•a ./. •> r ,.- •.i ...' ..-- :u 'e- ��' ,.._ ,:...-L.�; 'K;nIF <>�. 't'.•' :}�e'-.' ,,;•.-Y;.'.. ,( '� ,•. OEM Y _.� 1 t` ,�M,u .`^,.-'{ �.-C� ��.p��� ia� `c' ''� - "�uQ. X .' '. 4 _-> .Y Richard B. Gordon, P.E. P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com � D u JAN 2 0 2017 D BTJ1,D1NG,D_EpT. January 19, 2017 T® Off'SOLTTR®LD Town of Southold Building Dept. 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 2x6 at 24" o.c.with 10'-6"span (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) • 16 psf snow live load per Table R301.6 RCNY(20 psf ground snow live load reference) • 6.2 psf roof materials (2x6 framing 1.7 psf, 1.5 psf%"wood sheathing, 3 psf fiberglass shingles) Y Exposure Category B, 130 mph wind uplift live load of 24.9 (wind resistance) 3. Address of proposed installation: Residence Sinha Harun, 195 9th Street, Green Point, NY 11944 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, 2015 IRC &2015 IBC,& NYS 2016 Uniform Code Supplements including Energy Conservation Code, NFIPA70 and ASCE 7-10.The spacing and fastening of the brackets is to have a maximum of 64" o.c.span between mounting brackets and secured using 5/16" diameter 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. 3" penetration of lag bolt per bracket,which is adequate to resist all 130 mph wind live loads including wind shear. Please also note the following: A. The mounting brackets, hardware, and the Design Criteria for the Town of Southold is in conformance with 2015 IRC &2015 IBC, & NYS 2016 Uniform Code Supplements including Energy Conservation Code, NFiPA70 and ASCE 7-10. Very truly yours, Richard k or n, Q� � B' GO(I/91Y/" O New York P. . Licen a o. 079309-1 F �. 079309'� v 0 9TH STREET® RICHARD B. GORDON, P.E. INSTALLATION O NEW N Y.P.E LIC. #079309-1 MOUNTED PV SOLAR SYSTEMROOF APDRUED AS NOTED 195 9TH STREET := `� -�' y.; STP DATE: 3 B.P.# D v V �� �s :. , r �r ` , GREEN POINT N1( 11944 : .. 3. -; . =� r.�` FEE: D ` BY: COMPLY o °. WITH ALL CODES OF US DEPP,R - , R.: NOPFY BUILDING _.y AT NEW YORK 765-1802 8 AM TO 4 PM FOR THE STATE & TOWN CODE T CER �F� VIS VV FOLLOWING INSPECTIONS: AS REQUIRED AND CONDI S ����®a� p 1, e'AK4 :..f ;•rs4r SOF � p �p �: F FOUNDATION - TWO REQUi''r�D TION OF ®V�Cl�PA�VCY �i d/ evlslons ,��.::.- '.�:' �."`,_.,,�;^�' �•"�`t, �' � '/�'`^'mly' fir' 1. / FCR POURED CONCREI E 2. ROUGH - FRAMING & PLljl`s1c31N(a � R® /� pp1 3. INSULATION F- En _TRtICALLm PI iSUEDTO TOWNSHIP FOP PEPMR 1/39/101 4. FINAL - CONSTRUCTION MUST SOl ��I n ml"/"'TB"cTCne� J" �9 NO. DESCRIPTION DATE BE COMPLETE FO"' C.O. e ��������®� �������® SCALE:INTS MAP SITE ALL CONSTRUCTION SHALL MEET THE ' ' ' RETAIN STORM WATER RUN Project Title: REQUIREMENTS OF THE CODES OF NEW PURSUANT TO CHAPTER 236 SINHA,HARUN YORK STATE. NOT RESPONS13LE FOR OF THE TOWN CODE. TRINITY ACCT#:2016-08-95480 151,isl talBticMW§ ja iliOderF&,RP GEiformance to the manufacturer's specifications, and is in compliance with all applicable lavas, codes, and ordinances, and Project Address: specifically, International Residential Code/IRC 2015 2nd Printing Appendix E,H,J, 2015 IECC 2nd Printing, 2010 Building Code of NY&NYS 2016 Uniform Code Supplements Section R324, including Energy Conservation Code and ASCE 7-10 195 9TH STREET GREEN POINT,NY 11944 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED SHEET INDEX Drawing Title: 1 THE INSTALLATION CONTRACTOR 8 THE DC VOLTAGE FROM THE PANELS IS 14. B) CURRENT PREVAILING UTILITY JB JUNCTION BOX RESPONSIBLE FOR INSTALLING ALLL PV-1 COVER SHEET W/ SITE INFO & NOTES ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS r� EQUIPMENTAND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kVA KILO-VOLTAMPERE PV-2 ROOF PLAN W/ MODULE LOCATIONS PROPOSED PV SOLAR SYSTEM DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS.ALL PERSONS PREPARED FOR THE PURPOSE OF LWH KILO-WATTWHOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND MCB MAIN CIRCUIT BREAKER 2. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL.THIS SET OF PLANS SHALL MDP MAIN DISTRIBUTION PANEL AP APPENDIX Drawing Information RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MLO MAIN LUG ONLY DRAWING DATE 11/29/2016 EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MTD MOUNTED DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. "ISSUED FOR CONSTRUCTION" MTD MOUNTING DRAWN BY JC/DMR IN THE COMPLETE MANUAL. 9 ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE N NEUTRAL REVISED BY 3 THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR NEC NATIONAL ELECTRICAL CODE RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES NIC NOT IN CONTRACT UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRICAL CODE NO# NUMBER System Information: COMPONENT AND INVERTER MANUALS ARTICLE 690 8:705. ABBREVIATIONS NTS NOT TO SCALE DC SYSTEM SIZE. 4.48kW PRIOR TO INSTALLATION THE INSTALLATION 10 PRIOR TO THE INSTALLATION OF THIS OCP OVER CURRENT PROTECTION CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE P POLE AC SYSTEM SIZE 3 8kW ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AMP AMPERE POSITION AND FUSES REMOVED PRIOR TO ATTEND A PREANSTALLTION MEETING AC ALTERNATING CURRENT PB PULL BOX TOTAL MODULE COUNT 16 80 THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION AL ALUMINUM PH 0 PHASE MODULES USED TSM-2 0 AF AMP FRAME PVC POLY-VINYL CHLORIDE CONDUIT MODULE SPEC# TDDOSA OS SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND AFF AFF ABOVE FINISHED FLOOR PWR POWER 4. ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION AFG ABOVE FINISHED GRADE UTILITY COMPANY. PSEG-LI MOUNTED,THE INSTALLATION 11 PRIOR TO THE SYSTEM START UP THE QTY QUANTITY AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL UTILITY ACCs# 745040 CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL C CONDUIT (GENERIC TERM OF SOLID NEUTRAL UTILITY METER#• 93636818 JS SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY,PROVIDE AS WBD SWITCHBOARD DEAL TYPE SUNLIGHT COURSE ON SITE CONDUCTIVITY CHECKS SPECIFIED) TYPICAL '-►` 5 FOR SAFETY,IT IS RECOMMENDED THAT 12. FOR THE PROPER MAINTENANCE AND CB COMBINER BOX U-0.O I UNLESS OTHERWISE INDICATED THE INSTALLATION CREW ALWAYS HAVE A ISOLATION OF THE INVERTS REFER TO CTT CIRCUIT XF WEATHERPROOF CT CURRENT TRANSFORMER XFMR TRANSFORMER i MINIMUM OF TWO PERSONS WORKING THE ISOLATION PROCEDURES IN THE ®� �S Rev.No. Sheet CU COPPER +72 MOUNT 72 INCHES TO BOTTOM TOGETHER AND THAT EACH OF THE OPERATION MANUAL DI DIRECT CURRENT OF ABOVE FINISHED FLOOR OR O B. G ®� INSTALLATION CREW MEMBERS BE TRAINED 13. THE LOCATION OF PROPOSED ELECTRIC DISC DISCONNECT SWITCH � � � ^o� ^� / A IN FIRST AID AND CPR. AND TELEPHONE UTILITIES ARE SUBJECT DWG DRAWING GRADE !V 1 1F+V I 6. THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO TO FINAL APPROVAL OF THE EC ELECTRICAL SYSTEM INSTALLER "� �� o BE INSTALLED FOLLOWING THE APPROPRIATE UTILITY COMPANIES AND EMT ELECTRICAL METALLIC TUBING ?' CONVENTIONS OF THE NATIONAL OWNERS FS FUSIBLE SWITCH ELECTRICAL CODE ANY LOCAL CODE 14. ALL MATERIALS,WORKMANSHIP AND FU FUSE WHICH MAY SUPERSEDE THE NEC SHALL CONSTRUCTION FOR THE SITE GND GROUND GOVERN IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER i 7. ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH HZ FREQUENCY (CYCLES PER A" INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL SECOND) ti•, �'!� 0 1 "UL"LISTED.ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, M ?9'309' 3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS \� pROFESSOSOLAR ,' GENERAL NOTES "`4," 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 w Tnnity-Solarcom r RICHARD B. GORDONF P.E. NOTES'REFERTO MODULE SPECS FOR MODULE DIMENSIONS 3'-3' NEWP SOLAR MODULE TYPICAL IRON RIDGE CLAMP 'DEPICTED MODULES MAY BE PORTRATE OR LANDSCAPE IRON RIDGE CLAMP U01 (REFETTTOEQUIPMENTSCHEOULE (REFORTO—SHEETFDRDI—S N.Y.P.E. LIC. #079309-1 NEW"SOLAR MODULE,TYPICAL taEFERmavEc SHEET FOR DETna.S FOR SPECS AND QUANTITIES) (REFERTOEQUIPMENTSCHEUULE NEW MOUNTING FOOT/ATTACHMENT SOLAR MODULE SOLAR MODULE FORSPECSANO QUANTITIES) SOLAR MODULE SOLAR MODULE POINTS TYPICAL(REFER TO _ NEW MOUNTING FOOT/ATTACHMENT ENGIN EERINOLETTERFORSPACINO POINTS TYPICAL REFERTO IRON RIDGE•L•FOOT IRON RIDGE RAIL AND DETAILS) IRON RIDGE•L•FOOT IRON RIDGE RAIL ENGINEERINGLETTERFORSPACING io (RFFERmSFEC SHEET WRDETMLS� (RE FwmSPECSHEETFORDETA NEW IRON RIDGE RAL TYPICAL m IRSSRmSPECSHffT mROETAA9 IREFERm SPEGSHEETFgt DETNLN AND DETAILS) SUNMODOEZMOUMFOOT IREFERTOIRONRIDGE SUNMODO EZ MOUNT SHO ROOFFABRIC NEW IRON RIDGE RAIL TYPICAL (RFFw TO SPEC wEETFOR DETARS 3ECIRCATON/DATA SHEET FOR IREFERmsvEesHTETFORDE— IREFER iO ExeaESRS LETTw FOR svECS TOBEMDUNTED PERPINDICUTARTO SUNMODO FLASHING EXISTING ASPHALT SHINGLES — DETAILS) APOC 5DI SEALANTEXISTING RUBBER ROOF N �/ STRUCTURE(REFERTOIRONRIOGE U—RTOSPEDSHEEi Foo DETA¢S IREFwio ENCINE[RSLETTER—S— NEW END CUP TYPICAL (REFERrowDNEEw LETTER Foa SPECS SPECIFICATION/DATA SHEET FOR (REFER To IRON FUDGE DETAILS) SPECIRCATON/DATASHEETFOR \ / NEW ENO CUP TYPICAL S S LAO BOLT APOC SEALANT DETAILS) S S LAG BOLT APDL SEALANT (REFER TO IRON RIDGE SOLAR MODULES SHALL NOT O NEW MIO CLIP TYPICAL SPECIFICATION/DATA SHEET FOR EXISTING WOOD RAFTER , n ' DETAILS) EXISTING RAFTER (REFER TO IRON RIDGE EXCEED PEAK HEIGHT O (REFERmwcMEERs IEIfw FOR cAnrn{ SPECIFICATCN/DATASHEETFOR IREFFAroSurHuffaS LDTTS vecPt>ib —N _ NEW MID CLIP TYPICAL DETAILS) (REFER TO IRON RIDGE / \ SPELIFICATON/DATA SHEETFOR NOTE REFERTO MODULE SpEC3 FOR �s2C, c�\ RATTACHMENT 8 CLIP DETAIL DETAILS) PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF ATTACHMENT 8 CLIP DETAIL ACTUAL MODULE OINENSIONS PV MODULE ATTACHMENT ON ROLLED RUBBER ROOF HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF SCALE NOTTO SCALE SCALE NOTTO SCP1E SCALE NOT TO SCALE SCALE NOT TO SCALE SCALE NOTTO SCALE / S _- ed/ evls0ns PI ISSUED TO TOWNSHIP FOR PERMIT 11/le/2Olfi NO. DESCRIPTION DATE Project Title. SINHA,HARUN TRI N ITY ACCT#:2016-08-95480 Project Address: ~ Y 00= R3 ■ Q 195 9TH STREET U- Drawing Title: m GREEN POINT,NY 11944 ' _ `r `L _ LL PROPOSED PV SOLAR SYSTEM _ Drawing Information DRAWING DATE 11/29/2016 DRAWN BY JC/DMR REVISED BY. A t T OF E711/� , System Information. _Lli_LL LL I_'_LLL_ L Q` D u, DC SYSTEM SIZE 4 48kVV AC SYSTEM SIZE. 38kW P co"LC�__LL..��LI�_ �G O TOTAL MODULE COUNT' 16 Dm R2 -- R1 ; ' LLLLL�L� � Q � c MODULES USED TRINA 280 MODULE SPEC# TSM-280 DDOSA 05 UTILITYCOMPANY PSEG-LI NOTES DC 1 UTILITYACCr# 745040 1 j ALLMNBE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS NSTALLATION INSTRUCTIONS GROUND ACCESS GROUND ACCESS �A- UTILITY METER# 93636818 2)ARRAY BON LNG TO COMP YIWITH MAN FACTURER S ECIFICATION u I,�-`�� 0'>9.30p-- \�� DEALTYPE. SUNLIGHT 3)ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION Q �\ 4) AN AC DISCONNECT SHALL BE GROUPED WITH INVERTER(S) NEC 690 13(E) 5) ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING 'TOONr Rev.No. Sheet 6) OVERCURRENT PROTECTION FOR CONDUCTORS CONNECTED TO THE SUPLY SIDE OF A SERVICE SHALL BE LOCATED WITHIN 10'OF THE POINT OF CONNECTION NEC 705 31 7) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE. ry �\ / f'1 ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE 1V V L R3 INDICATES ROOF DESIGNATION REFER TOINDICATES NEW UTILITY DISCONNECT TO BE QTY SPEC# ARRAY ORIENTATION=180° R� ARRAY SCHEDULE FOR MORE INFORMATION Fu-D-j INSTALLED OUTSIDE MODULE PITCH=5° 16 TRINA 280(TSM-280 DDOSA OS) R2INDICATES NEW PV SOLAR MODULE RED MODULES 1 SE380OA-US ARRAY ORIENTATION=180° INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS MODULE PITCH=5° LLLJJJ REFER TO EQUIPMENT SCHEDULE FOR SPECS f OTHER OBSTRUCTIONS ' R3 INDICATES Ti I/ ARRAY ORIENTATION=180° EP LOCATIONENI BASEMENTCTRICAL PANEL INSTALLED OUTS DEINDICATES NEW PRODUCTION METER TO BE S O L A R MODULE PITCH=35° ���••���i INDICATES NEW INVERTER TO BE 2211 Allenwood Road 877-797-2978 a INDICATES NEW MAIN DISCONNECT � INSTALLED OUTSIDE Wall,New Jersey 07719 wwwTrinity-Solarcom REFER TO EQUIPMENT SCHEDULE FOR SPECS 1 Engineer/License Holder: RICHARD B. GORDON, P.E. N Y.P.E. LIC. #079309-1 SOLAR MODULES MOUNTED TO ROOF ON 3 ARRAYS 16-28OW MODULES W/1 SOLAR EDGE P300 PER MODULE 15 ADC MAX PER STRING 8"x8" 1STRING OF16MODULES INSERIES-350Vmax --- ------ JUNCTION _____________________ _--- —__— 'TERMINATED INSIDE INVERTER 1 BOX I _ I I II I I I / I I , I I _ " ARRAY CIRCUIT WIRING NOTES 1. LICENSED ELECTRICIAN ASSUMES ALL RESPONSIBILITY Issued/Revisions FOR DETERMINING ONSITE CONDITIONS AND EXECUTING INSTALLATION IN ACCORDANCE WITH NEC 2014 I 2)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO I PI ISSUED TO TOWNSHIP—PERMIT 11/29/1016 INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT I NO DESCRIPTION DATE TEMP=-16"C 3 HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED ON ASHRAE HIGHEST MONTH 2%DRY BULB Project Title: TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO ,/jam INSTALLATION LOCATION HIGHEST CONTINUOUS TEMP <v�� �"6° j SINHA,HARUN =33"CAQ� �( Gp �® I TRINITY ACCT#:2016-08-95480 4.)2005 ASHRAE FUNDAMENTALS 2%DESIGN TEMPERATURES DO NOT EXCEED 47"C IN THE UNITED GFCI RECEPTACLE �y 2 Project Address STATES(PALM SPRINGS,CA IS 44 1"C) FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN A ROOF-MOUNTED EXISTING 240V 1� 1p15A BREAKER SUNLIT CONDUIT AT LEAST 0 5"ABOVE ROOF AND USING 120/240V 14/2 NM CABLE THE OUTDOOR DESIGN TEMPERATURE OF 47"C OR LESS UTILITY 200A MAIN BREAKER METER 200A BUSBAR t I 195 9TH STREET (ALL OF UNITED STATES) C7 � I GREEN POINT,NY 11944 5.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE !I �yCf' Oy 1 I PERMITTED TO OPERATE WITH UNGROUNDED �30� PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER Drawing Title: NEC 690.35 xs �I �(7FEsCJ�C��\' 6.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A "rti I VL2 PROPOSED PV SOLAR SYSTEM NEMA 3R RATINGI IPRODUCTION METER 7)ALL SOLAR SYSTEM LOAD CENTERS TO CONTAIN ONLY GENERATION CIRCUITS AND NO UNUSED POSITIONS OR Iee0aDrawing Information LOADS - DRAWING DATE 11/29/2016 8)PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS — DRAWN 8YJC/DMR SHALL INCLUDEARAPIDSHUTDOWNFUNCTIONTHAT L e ? I REVISED BY CONTROLS SPECIFIC CONDUCTORS IN ACCORDANCE WITH JNEC 69012(1)THROUGH(5) — S stem Information: -----------9.)ALLWIRE LENGTHS SHALL BE LESSTHAN 100UNLESSOTHERWISE NOTED u i DC SYSTEM SIZE 4.4811 EXISTING MAIN BREAKER LOADvlti------� AC SYSTEM SIZE 38kW 10)ALL PV WIRE SHALL BE PROTECTED BY CONDUIT CENTER ---------J TOTAL MODULE COUNT 16 WHERE EXPOSED TO SUNLIGHT 2p2OA BACK FEED BREAKER NEC 705.12(D) MODULES USED TRINA 280 11)FLEXIBLE CONDUIT SHALL NOT BE INSTALLED ON MODULE SPEC# TSM-280 DDOSA 05 ROOFTOP AND SHALL BE LIMITED TO 12"IF USED UTILITY COMPANY. PSEG-LI OUTDOORS UTILITY ACCT# 745040 CALCULATIONS FOR CURRENT CARRYING CONDUCTORS UTILITY METER# 93636818 REQUIRED CONDUCTORAMPACITY PER STRING DEALTYPE SUNLIGHT [NEC 690.8(B)(1))'(15 00.1.25)1=18.75A PV MODULE SPECIFICATIONS AWG#10,DERATED AMPACITY TRINA 280(TSM-280 DDOSA.05) AMBIENTTEMP 55"C,TEMP DERATING FACTOR'.76 Rev.No. Sheet RACEWAY DERATING=2 CCC'100 Imp 8.84 NOTE:CONDUIT TYPE SHALL BE CHOSEN BY THE INSTALLATION CONTRACTOR (40•.76)1.00=30 40A Vmp 31.7 TO MEET OR EXCEED NEC AND LOCAL AHJD REQUIREMENTS �� 30 40A'_18 75A,THEREFORE WIRE SIZE IS VALID Voc 39 A #6 THWN-2 GEC TO EXISTING GROUND ROD Pi TOTAL AC REQUIRED CONDUCTOR AMPACITY Isc 9.35 B I"CONDUIT W/3410 THWN-2,1410 THWN-2 GROUND 16 OOA'1.25=20.00A AWG#10,DERATED AMPACITY INVERTER#1-SE380OA-US AMBIENTTEMP:30"C,TEMP DERATING 10 RACEWAY DERATING`_3 CCC N/A DC AC D 1"CONDUIT W/2410THWN-2,1410 THWN-2 GROUND 40A"1.0=40A Imp 128 Pout 3800 E 1"CONDUIT W/3-#SOTHWN-2,1-810 THWN-2 GROUND Ir I Te), 40A'_20.00A,THEREFORE AC WIRE SIZE IS VALID Vmp 350 ImaX 16 F #12 PV WIRE(FREE AIR)W/#6 BARE COPPER BOND TO ARRAY I I/M CALCULATION FOR PV OVERCURREVoc 500 OCPDmIn 20 NT PROTECTION S®L A R TOTAL INVERTER CURRENT.16.00A ISc 15 Vnom 240 16 00A'125=20 OOA 2211 Allenwood Road 877-797-2978 —>20AOVERCURRENTPROTECTION ISVALID Wall,New Jersey 07719 www Trinity-Solar com THE ALV"PLUS" MODULE PRODUCTS POWER RANGE ELECTRICAL DATA(STC) TSM-DD05A 08(11)' '275-295W Peak Power Watts-P—x(Wp)' ' 270 '1 275 280 285 290 295 TSM-DDOSA.OS(II) 270-290W 'Power YOutput?olerance-Pimx(W) Maximum Power Voltage-VM2a(V) j 31 2 31 4 31.7 31.8' " '32 2 325 (Maximum Power Current-Im99(A) 8.66 876 8 84 8:97 '19.61,' `908 1 DIMENSIONS OF PV MODULE Open Circuit Voltage-Voc(V,) 38 4' j 38.7 390 39.3 395 39.7 ufill:nim,'iriches Short'ClrcultCurrent-Isc(A), 9.18' '. • 9:26 935 9.451 ' 950 9.55 JS 941/370 Module Efficiency qm(%) 16,5 168 17.1 17 4 17.7 18.0 �Junclt0n BOT $ STC.Irradiance 1000 W/m',Cell Temperature 25°C,Air Mass AM 1.5 4-09'12 'Test tolerance t3% Instal_Gng_Hole , �— Nameplate ELECTRICAL DATA(NOCT) Maximum Poi(Wp) 201 205 209 212 216 220 AL JA o .MawmumPowerVoltage-Vrue(V) 28;9 292 ;29.4 29.6 299-.. 302 Maximum Power Current-Insar(A) 696 7.02 7.10 717 723, 7.28 e® o - Open Circuit Voltage-Voc(V) 35:7 ' 36.0+ -'36 3 36i6> 36.7 36 9 6043 ;Short Circuit Current-Isc(A) 741 7.48 755 7.63 7.67, 7.71 Grotinding Hole NOCT Irradiance at 800 W/m°.Ambient Temperature 20°C,Wind Speed I m/s 12 Dram Hole ' MECHANICAL DATA 18001 Solar Cells Monocrystalllne=156 x 156 mm(6 inches) ' 992/391 Boak Vl— Celh,Onentation 60 cells^(6-10i Module Dimensions 1650 x 992 x 35 mm(65 0 x 39.1 x 1 38 inches) SiliconSedanl (Weight — 18.6.kg,(41.0Ib)` T 2f _l l /043 Laminate Glass 3 2 mm(0.13 inches),High Transmission,AR Coated Tempered Glass 1`Backsheet' White(DDOSA.08(1I)):Black(DDOSA.05(II)), `f Frame Black(DD05A 08(11),DD05A 05(11)) a Frame i'J=Box IP 67 or iP 68 gated , /i•� Cables Photovoltaic Technology Cable 4.0mm'(0.006 triches'), A.A 1000 mm(39.4 Inches) Connector" MC4`Compotible or Amphenol H4/UTX Fire Type Type 1 or Type 2 I-V CURVES OF PV MODULE(295W)10 - ----— -- - — --- —--------- ------- e - TEMPERATURE RATINGS MAXIMUM RATINGS�A Nominal Operating CellOperational Temperature -40-+85°C >' �Temperature(NOCT) 44°C(_+2°C) e % '1000V DC(IEC) 5 --- Temperature Coefficient of P o% t=0 39%/°C« fvldximum System Voltage, 1000V DC(UL)- i Temperature Coefficient of Voc -0.29%/°C Max Series Fuse Rating W 15A _ Temperature Coefficient of Isc,' '0.05%/7C 0 0 5 ,0 Is 20 25 s0 M as ss v°ft.q" WARRANTY P-V CURVES 01•PV MODULE(295W) 10 year Product Workmanship Warranty s0° }25,year.Llnear Power Warr"'t •. _ 2sa — s /m (Please refer to product warranty fordetails) 200 e00W m' , PACKAGING CONFIGURATION Ui ,m Modules per box 30 places z - _ [,,M odules per 40'container 840 pieces s N 0 !5 10 I6 20 25 b 55 ae °5 V—g.vj CAUTION READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT ©2016 Trina Solar Limited All rights reserved Specifications included in this datasheet are subject to change without notice Smar:Energy Together 03isil 3'1:)A3 AdQ j ) sn a 79971 13 1 KLNVUIJVM DNVEN*80JU3d UM11 9!17 j/t C)Z 1 9 D' 1,1 t9 X31%517!9 X31 sajo:)ij!4.l0o walsAs puD spnPoAd aAlSUaqaidLuo-,) Jolos oulil jotjjc-3o1 ano,c ouaq%:,uq so JGq," -linq (,I DID Apr Jau}and 5�lnq� Cull- "Icir)"luncl L)Uojls D S13 F)uo I,W"15f,D L,.DLC 4/Ula /6 S;D JOTS ,,DLJ ,JIJJI U, S Djr,jjdoDY3 .:,I qqo s q�jb it{{F.Ikj nr'jr.)-,z)uaso ia lic,-.),)I L44,&A ls')Dof,� JCD'Jll�,S.I)aUlird,ino Ol 9rGlpq OPP, suoll!PUOD bulpDqj c sy IDJUaLUUOJIAUG 5Ul5UajjDLj:) PUDISLIJ!M 04 POU!jJO:D 3ONV113101 43MOd 3AIIISOd jj–,,o, bull 0,HY—A;-.y AR S+ (0 ri) joijuoD Al!lDnb juaftuls ol anp alqDilej A1461H 11 UjID U)NMIM VVAVVIXVW L A:)Ual:DUj-0 pu-9-dol Um aDDds P041wil azlwlxD 3ONVII Indif,10 S3MOd AA96Z; OLZ i ,Rln,aow 3N111VISAUPONOW 09 �I VIII ;pRil I n(a 0 IlTV .S. i d X'W W1 V III suolinjos ilinw ouow r ® I r, r single Phase Inverters for North America SE3000A-US/SE3800A-US/SE5000A-US/SE600OA-US/ SE760OA-US/SE10000A-US/SEl140OA-US �SE3000A USSE3800A US1:__000A US I SE6000A US SE7600A US LSE10000A US SE11400A USS .OUTPUT Nominal AC Power Output ( 3000 3800 5000 6000 7600 i 9980 @ 208V P 11400 VA I ......„..... 1 10000,�2AOy, ,,,,,,.. I 5400 @ 208V 1 10800 @ 208V Max.AC Power Output 3300 4150 6000 8350 i 12000 i VA I 5450 240V 10950 240V {................ ............... ........@....... .....,......... @....... . ............... ,.. .... . AC Output Voltage Min-Nom:Max.11) ; 1 ✓ 183;208;229 Vac... ............ ........... .�. ............. ' ....,....., (.........,..... AC Output Voltage Min-Nom:Max!z) ✓ ; i 211-240-264 Vac .. .. , ........ . .... .. . ... .....i..... .... AC Frequency Min-Nom-Max.1tl 59 3-60-60 5(with HI country setting 57-60-60.5) Hz .. ..E..... . 24 Max Continuous Output Current” ,« 12 5 I.,. ..16......1..21 @ 240V .� 25 I 32..... ! 42 240V ) 47 5 ! .A...,, (........... . II .... .... , 2 .p GFDI Threshold ........................1...... .....A..... Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes -�_ — _ Yes INPUT, Maximum DC Power{STC) 4050 5100 6750 8100 10250 i 13500 15350 W ............ .... .......... . ;.. Transformer-less,Ungrounded { Yes Max;Input Voltage,,,,,,, 500 Vdc .............................. ..,... 1 .... .... ... ...... Nom.DC Input Voltage 325 @ 208V/350 @ 240V Vdc Max Input Current(') ' 9 5..,...I. 13 165@iO8V F"15 5" 240V„j 18 ( 23„ ; 30 3 5 @2240V, 345 Adc Max Input Short Circure it Curnt 45 ! Adc ................................1..................... ................... ........ .... ....................... ..... ReversePolarit Protection Y. ........I............................... ...Yes ............................I.............. (. .. ... ... . Ground-Fault Isolation Detection 600ksa Sensitivity .............. .. ...... .. .... Maximum Inverter Efficiency E 97 7 98 2 98 3 98 3 l 98 i 98 98 ..........:................ ............... ................. 97 5 @ 208V i 97 @ 208V CEC Weighted Efficiency 97.5 98' ! 98 240V 97:5 97:5 I 975 j Nighthme Power Consumption ! <2 5 <4 W ADDITIONAL FEATURES ��'” Supported Communication Interfaces ; R5485,RS232,Ethernet,ZigBee(optional) Revenue Grade Data,ANSI C12.1 I Optional(') ... ....................."" " ......., ..... ... ...... ....., ............. ............... ........... Rapid Shutdown-NEC 2014 690.12 ( Functionality enabled when SolarEdge rapid shutdown kit is installed(') STANDARD COMPLIANCE Safety UL1741,UL1699B,UL1998,CSA 22 2 ... .. . . . ... . . . i.... .. ... Grid Connection Standards i IEEE1547 :.............................................. ...... . .. .. ....... .. ... ...... ............... ....(... .... Emissions FCC partly cla...ss B INSTALLATION SPECIFICATIONS AC output conduit size/AWG range 3/4"minimum/16-6 AWG k 3/4"minimum/8-3 AWG ,$ ... .. .. .. ,.. .. .. . DC input conduit size/ff of strings/ ( 3/4"minimum/1-2 strings/ 3/4"minimum/1-2 strings/16-6 AWG AWG range .... ... 14 6 AVJG ........:....... Dimensions with Safety Switch j 30.5 x 12.5 x 7 2/775 x 315 x 184 30 5 x 12 5 x 10.5/ in/ Sl`xMpl...,........ ... ... ...... ....775 x 315 x 269,. ... .. !. .mm Weight with Safety Switch { 51 2/23 2 54 7/24 7 88 4/40.1 ( lb/kg„ Natural convection ' Cooling j Natural Convection and internal Fans(user replaceable) j fan(user i ..................................... . ..... . .... ...l.replaceable),i.. ..................................!........... Noise <25 ..., -. . ..........<so... ....................:...dBA 1 Min-Max Operating Temperature -13 to+140/-25 to+60(-40 to+60 version availablels)) °F/°C Range- .... ... . .. ................ protection Rating NEMA 3R Ui For other regional settings please contact SolarEdge support (�)A higher current source maybe used,the inverter will limit its input current to the values stated (')Revenue grade inverter P/N SExxxxA-USOOONNR2(for 7600W inverter SE7600A-US002NNR2) (4)Rapid shutdown kit P/N SE1000-11SD-Sl (si-40 version P/N SExxxxA-U5000N1,11.14(for 7600W inverter,SE7600A-US002NNU4( gr <<7i a' ^*,. ? ':'' `s' ``..,..•W, T�I�N .y�.v' „ ,» solar o SolarEdge Single Phase Inverters For North America SE3000A-US / SE380OA-US/ SE5000A-US/ SE6000A-US SE760OA-US / SE1000OA-US/ SE1140OA-US Warta .y "Fa<. -a W aJi', r r f ( Y The best choice for SolarEdge enabled systems Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Superior efficiency(98%) Small,lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter,DC/AC conversion only Pre-assembled Safety Switch for faster Installation © Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL www.solaredge.us 9TH STREET® RICHARD B. GORDON, P.E. INSTALLATION O NEW N.Y.P.E. LIC #079309-1 ROOF MOUNTED PV SOLAR SYSTEM4s 195 9TH r N o ► I C TEE i f;..�. i GREEN POINT NY 11944 �f"X� z _ 4� jY4R ,.';e. "i +(_�}, L� .ter•' Y Fri I Lied/ evls ons -•s': `F a`h.r`, ."'sal"'A'est, "A'i:s"r`i'e �.F4,5".r,'J ,i•4^!M i P1 ISSUED TO TOWNSHIP FOR PERMIT 11/29/201 nVICINITY MAP SITE NO. DESCRIPTION DATE SCALE: NTS Project Title SINHA,HARLIN TRINITYACCT# 2016-08-95480 This installation design is in general conformance to the manufacturer's specifications, and is In compliance with all applicable laws, codes, and ordinances, and Project Address: specifically, International Residential Code/IRC 2015 2nd Printing Appendix E,H,J, 2015 IECC 2nd Printing, 2010 Building Code of NY& NYS 2016 Uniform Code Supplements Section R324, Including Energy Conservation Code and ASCE 7-10. 195 9TH STREET �/ GREEN POINT,NY 11944 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 1 PV-1 COVER SHEET W/ 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 W/ MODULE LOCATIONS PROPOSED PV SOLAR SYSTEM DIRECTIONS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILO-WATT 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 BREAKER AP APPENDIX Drawing Information RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MDP MAIN DISTRIBUTION PANEL EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE - DRAWINGS UNTIL REVISED TO INDICATE MLO MAIN LUG ONLY DRAWING DATE 11/29/2016 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. "ISSUED FOR CONSTRUCTION" MTD MOUNTED DRAWN BY JC/DMR IN THE COMPLETE MANUAL 9 ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING 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 ELECTRICAL CODE NIC NOT IN CONTRACT $ stem Information, COMPONENT AND INVERTER MANUALS ARTICLE 690&705. NO# NUMBER PRIOR TO INSTALLATION THE INSTALLATION 10 PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE DC SYSTEM SIZE 4 48kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE PCP OVVEER CURRENT PROTECTION AC SYSTEM SIZE 3 8kW ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AMP AMPERE AC ALTERNATING CURRENT PB PULL BOX TOTAL MODULE COUNT 16 POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING AL ALUMINUM PHO PHASE MODULES USED. TRINA 280 THE INSTALLATION OF ALL FUSES BEARING FOR THE REVIEW OF THE INSTALLATION AF AMP FRAME PVC POLY-VINYL CHLORIDE CONDUIT MODULE SPEC# TSM-280 DDOSA 05 SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND AFF ABOVE FINISHED FLOOR PWR POWER 4. ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION UTILITY COMPANY PSEG-LI MOUNTED,THE INSTALLATION 11 PRIOR TO THE SYSTEM START UP THE AWG ABOVE FINISHED GRADE QTY QUANTITY CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL UTILITY ACCs# 745040 ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL C CONDUIT (GENERIC TERM OF SN SOLID NEUTRAL UTILITY METER#. 93636818 SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING RACEWAY,PROVIDE AS JSWBD SWITCHBOARD DEALTYPE SUNLIGHT SPECIFIED) TYP TYPICAL COURSE ON SITE CONDUCTIVITY CHECKS CB COMBINER BOX U.O I. UNLESS OTHERWISE INDICATED 5. FOR SAFETY,IT IS RECOMMENDED THAT 12 FOR THE PROPER MAINTENANCE AND CKT CIRCUIT WP WEATHERPROOF pp THE INSTALLATION CREW ALWAYS HAVE A ISOLATION OF THE INVERTS REFER TO CT CURRENT TRANSFORMER XFMR TRANSFORMER ®e A E"''yep/, �® Rev.No. Sheet MINIMUM OF TWO PERSONS WORKING THE ISOLATION PROCEDURES IN THE CU COPPER +72 MOUNT 72 INCHES TO BOTTOM TOGETHER AND THAT EACH OF THE OPERATION MANUAL DC DIRECT CURRENT GOF RADE ABOVE FINISHED FLOOR OR �o B. GOyo INSTALLATION CREW MEMBERS BE TRAINED 13 THE LOCATION OF PROPOSED ELECTRIC DISC DISCONNECT SWITCH IN FIRST AID AND CPR AND TELEPHONE UTILITIES ARE SUBJECT 6 THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO TO FINAL APPROVAL OF THE DWG DRAWING P 1 1 BE INSTALLED FOLLOWING THE APPROPRIATE UTILITY COMPANIES AND EC ELECTRICAL SYSTEM INSTALLER (� Z - EMT ELECTRICAL METALLIC TUBING co CONVENTIONS OF THE NATIONAL OWNERS FS FUSIBLE SWITCH ELECTRICAL CODE ANY LOCAL CODE 14. ALL MATERIALS,WORKMANSHIP AND FU FUSE WHICH MAY SUPERSEDE THE NEC SHALL CONSTRUCTION FOR THE SITE GND GROUND � a GOVERN IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER 7 ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH HZ FREQUENCY (CYCLES PER INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL 1 j "UL"LISTED ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, SECOND) F2 Q,93og- �� 3R OUTDOOR RATED UNLESS INDOORS STANDARDS AND REQUIREMENTS GENERAL NOTES \�'`��pA�S P 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 w Tnnity-Solarcom I RICHARD B. GORDON, P.E. NOTES•REFERToMODULE SPECS FOR MODULE DIMENSIONS 3'-3• NEW PV SOLARMOOULETYpR;qL IRON RIDGE CTDLAMP N.Y.P.E. LIC. #079309-1 'DEPICTED MODULES MAY BE PORTRATE OR LANDSCAPE IRON RIDGECLAMP U01 (REFER TO EQUIPMENT SCHEDULE (REFERS°ECSHEETFDRDE S NEW PV SOLAR MODULE,TYPICAL IREFERro sysc sRET wRDETTas FOR SPECS AND QUANTITIES) (REFER TO EQUIPMENT SCHEDULE NEW MOU"NG FOOTI ATTACHMENT SOLAR MODULE SOLAR MODULE FOR SPECS ANO OUANTTIES) SOLAR MODULE SOLAR MODULE POINTS,TYPICAL(REFER TO ENG RING LETTER FOR SPACING NEW MOUNTING FOOT/ATTACHMENT AND DETAILS) � _— IRON RIDGE•L•FOOT IRON RIDGE RAIL POINTS,TY'PICAL(REFERTO IRON RIDGE•L•FOOT IRON RIDGE RAIL (.0-TOSPEDS OD.T .DOT (REFERro SPEDSH—RDEwLo ENGINEERINGLETTERFORSPACING (REFEaroaPEc 9HEETwRDEfML9 tREFERro SPEC SHEErwRDETaRp NEWIRON RIDGE RAIL TYPICAL $UNMODO EZ MOUNT SHO ROOFFABRIC Q \ 1 I / ANO DETAILS) SUNMODO EZ MOUNT FOOT (REFER TO IRON RIDGE (UNmo c'ECSMOUN oSTAY9 1REFFn TCENswEERSLEnPR waS_ NEWIRONRIDGERAILTYPICAL (REFERTV3 SHEET—DETMLs SPECIFICATON/DATA SHEET FOR TOBEMOUNTEDPERPINDICULAR TO SUNMODO FLASHING EXISTING ASPHALT SHINGLES — DETAILS) APOC$015EALANT EXISTING RUBBER ROOF N STRUCTURE(REFERTO IRON RIDGE (REFERrosPEDSHEETFDRDETA (REFEATDEN—R9LETIERFORS— NEW END QIP TYPICAL (P—ME—EERE1E—FORS— SPECIFICATON/DATASHEETFOR (REFER TO IRON RI DOE NEW ENO CLIP,TYPICAL $,$LAG BOLT APOC SEALANT DETAIECIFICATON/DATASNEET FOR $$LAG BOLTS APOC SEALANT (REFER TO WON RIDGE SOLAR MODULES SHALL NOT O –� -- –� SPECIFICATON/DATASHEETFOR NEWMIOCLIP,TYPICAL EXISTING WOOD RAFTER , n ' DErAILS) EXISTING RAFTER (REFERTOIRONRIDGE (REFERro ExswEERS LETre EXCEED PEAK HEIGHT. N O NEWMN U,W'. II+ETER TD ENGPEERS IETTERF cAnDN SDETMua'ATON/DATASNEET FOR (REFER TO IRON RIDGE SPECIFICATONf DATA SHEET F00. NOTE REFERTMODULEMODULE SPECS FOR �,n2 41\ ATTACHMENT 8 CLIP DETAIL DE7aLs) P1PV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF ATTACHMENT 8 CLIP DETAIL ACTUAL MODULE DWENSIONs PV MODULE ATTACHMENT ON ROLLED RUBBER ROOF r'1HEIL H FROM GROUND LEVEL TO PEAK OF ROOF 2 Oi SCALE NOT TO SCALE SCALE NOT TO SCALE BCALE NOT TO SCALE SCALE NOT TO SCAIE SCALE NOTTO SCALE �/ S it Issued/Revi ns i I ,I I I Pi ISSUEDTOTOWNSHIP FORPERMM 11/39/2016 NO. DESCRIPTION DATE Project Title SINHA,HARLIN TRINITY ACCT#:2016-08-95480 Project Address- ~ Y Z 195 SITH x R3 . m GREEN POINT, 11944 Drawing Title: LL" _ �L'__LL_F L�L��Li O�' --L' _ ___ ___ _ __ �-Ll_ _ ___LLLL _____ Li___ _ PROPOSED PV SOLAR SYSTEM F. - - - - = - - - - - --,- -- ;- = - -- Drawing Information - - - - - - - 7-, - DRAWING DATE 11/29/2016 DRAWN BY JC/DMR c r REVISED BY. E R P T • System Information- B. GC) DC SYSTEM SIZE. 4.4 8kW AC SYSTEM SIZE 38kW TOTAL MODULE COUNT. 16P E7: R � 0R22MODULES USED TRINA 28 AG P ' ➢[ MODULE SPEC# TSM-280 DDOSA 05 ( ' UTILITY COMPANY PSEG-LI NOTES DC L UTILITY ACCT# 745040 1) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE = UTILITY METER# 93636818 WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS GROUND ACCESS GROUND ACCESS �,1 C? DEALTYPE. SUNLIGHT RLMANUFACTURER 30 OCAT ON ARE AP ROXIMATE AND REQU REFIELD VER FIICATION u �L��Tc C� 3) ALL AC DISCONNECT SHALL BE - W ALLOUTDOOR EQUIPMENT NT SHALLLL BERAINTIGHT WIED WITH TH MINIMUM NEMA 3R RATING �) 0 t:SSSvN�� W OVERCURRENT PROTECTION FOR CONDUCTORS CONNECTED TO THE SUPLY SIDE j J J`V Rev.No. Sheet OF A SERVICE SHALL BE LOCATED WITHIN 10'OF THE POINT OF CONNECTION NEC 705.31 7) ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE. n �` , ARRAY SCHEDULE SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE 11+ V j2 R1 INDICATES ROOF DESIGNATION REFER TOINDICATES NEW UTILITY DISCONNECT TO BE QTY SPEC# ARRAY ORIENTATION=180° R� ARRAY SCHEDULE FOR MORE INFORMATION UD INSTALLED OUTSIDE 16 TRINA 280(TSM-280 DD05A.05) MODULE PITCH=5° R2 INDICATES NEW PV SOLAR MODULE RED MODULES I 1 SE380OA-US _ ARRAY ORIENTATION=180° IMI INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS )' MODULE PITCH=5° LLLJJJ r REFER TO EQUIPMENT SCHEDULE FOR SPECS OTHER OBSTRUCTIONS R3 INDICATES XISTING n t ARRAY ORIENTATION=180° EP LOCATION EN BA EMENTCTRICAL PANEL MSTALLED OUTSIDE.DICATES NEW DUCTION METER TO BE SOLAR MODULE PITCH=35° ���••��� INDICATES NEW MAIN DISCONNECTVACI INDICATES NEW INVERTER TO BE INSTALLED OUTSIDE 2211 Allenwood Road877-797-2978 Wall,New Jersey 07719 wwwT REFER TO EQUIPMENT SCHEDULE FOR SPECS. rinity-Solarcom 1 I Engineer/License Holder RICHARD B. GORDON, P.E. N.Y.P.E. LIC. #079309-1 SOLAR MODULES MOUNTED TO ROOF ON 3 ARRAYS 16-280W MODULES W/1 SOLAR EDGE P300 PER MODULE 15 ADC MAX PER STRING 1 STRING OF 16 MODULES IN SERIES-350 Vmax 8x8 ------ --- ------ JUNCTION ----------------------------------- -------------------------------------------J *TERMINATED INSIDE INVERTER 1 BOX I I — I I � I ' I I I I I - ARRAY CIRCUIT WIRING NOTES 1. LICENSED ELECTRICIAN ASSUMES ALL RESPONSIBILITY i Issued/Revisions FOR DETERMINING ONSITE CONDITIONS AND EXECUTING INSTALLATION IN ACCORDANCE WITH NEC 2014 I 2)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON ASHRAE MINIMUM MEAN EXTREME DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO I P2 SSUEDTOTOWNSNIPFOPPFRMR 129/3016 INSTALLATION LOCATION LOWEST EXPECTED AMBIENT TEMP=-16°C J N0. DESCRIPTION DATE I 3.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE i Project Title. BASED ON ASHRAE HIGHEST MONTH 2%DRY BULB TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO UIlF EII/ i SINHA,HARUN INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP =33'C R—AQ G ® I TRINITY ACCT#:2016-08-95480 4)2005 ASHRAE FUNDAMENTALS 2%DESIGN TEMPERATURES DO NOT EXCEED 47"C IN THE UNITED �G O Project Address: STATES(PALM SPRINGS,CA IS 44.1"C). FOR LESS THAN 9 GFCI RECEPTACLE 2 I EXISTING 1p15A BREAKER CURRENT-CARRYING CONDUCTORS IN A ROOF-MOUNTED SUNLIT CONDUIT AT LEAST 0 S"ABOVE ROOF AND USING 120/240V g, 240V 1014/2 NM CABLE r THE OUTDOOR DESIGN TEMPERATURE OF 47"C OR LESS UTILITY i 200A MAIN BREAKER 1 Ciz I 195 9TH STREET (ALL OF UNITED STATES) METER 200ABUSBAR —© � GREEN POINT,NY 11944 5.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE � � I PERMITTED TO OPERATE WITH UNGROUNDED PHOTOVOLTAIC SOURCE AND OUTPUT CIRCUIT AS PER i I F� �r I Drawing Title. NEC690.35 �'QFtSStONP� '� I 6)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE A �J E� PROPOSED PV SOLAR SYSTEM NEMA 3R RATING � I PRODUCTION METER 7)ALL SOLAR SYSTEM LOAD CENTERS TO CONTAIN ONLY INVERTER#1 GENERATION CIRCUITS AND NO UNUSED POSITIONS OR I _170 m a-, Drawing Information LOADS m 0 mo DRAWING DATE• 11/29/2016 8)PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGS ----_-- I DRAWN BY JC/DMR SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT l - o ar I REVICONTROLS SPECIFIC CONDUCTORS IN ACCORDANCE WITHNEC 690.12(1)THROUGH(5) a wm m e r= System Information 9)ALLWIRE LENGTHSSHALL BE LESSTHAN 100'UNLESS - - - - - --� rDC SYSTEM SIZE 448kW OTHERWISE NOTED I EXISTING MAIN BREAKER LOAD J L'ti------� AC SYSTEM SIZE 3.BkW S0.)ALL PV WIRE SHALL BE PROTECTED BY CONDUIT CENTER WHERE EXPOSED TO SUNLIGHT 2p2OA BACK FEED BREAKER --------J TOMODULE COUNT 16 MODDULESULESUSED TRINA 280 11.)FLEXIBLE CONDUIT SHALL NOT BE INSTALLED ON NEC 70S.12(D) MODULE SPEC#• TSM-280 DD05A,05 ROOFTOP AND SHALL BE LIMITED TO 12"IF USED UTILITY COMPANY PSEG-LI OUTDOORS UTILITY ACCs# 745040 CALCULATIONS FOR CURRENT CARRYING CONDUCTORS UTILITY METER# 93636818 REQUIRED CONDUCTOR AMPACITY PER STRING DEALTYPE SUNLIGHT [NEC 690.8(B)(1)1•(15.00*1.25)1=18.75A PV MODULE SPECIFICATIONS AWG#10,DERATED AMPACITY TRINA 280(TSM-280 DD05A.05) AMBIENTTEMP 55-C,TEMP DERATING FACTOR 76 Rev.No. Sheet RACEWAY DERATING=2 CCC 100 Imp 884 NOTE CONDUIT TYPE SHALL BE CHOSEN BY THE INSTALLATION CONTRACTOR (40*.76)1.00=30 40A Vmp 31.7 TO MEET OR EXCEED NEC AND LOCAL AHJD REQUIREMENTS �� 30 40A'_18 75A,THEREFORE WIRE SIZE IS VALID Voc 39 A #6THWN-2 GECTO EXISTING GROUND ROD j- 3 TOTAL AC REQUIRED CONDUCTOR AMPACITY JISC 1935 B 1"CONDUIT W/3-#10THWN-2,1430 THWN-2 GROUND 16 OOA*125=20.00A AWG#10,DERATED AMPACITY INVERTER#1-SE380OA-US " AMBIENTTEMP 30-C,TEMPDERATING 10 D 1"CONDUIT W/2-#10 THWN-2,1410 THWN-2 GROUND "• • RACEWAY DERATING-f 3 CCC'N/A DC AC 40A*10=40A Imp 128 Pout 3800 E 1"CONDUIT W/3-#10 THWN-2,1-fi10 THWN-2 GROUND 40A'_20.00A,THEREFORE AC WIRE SIZE IS VALID Vmp 350 Imax 16 F #12 PV WIRE(FREE AIR)W/#6 BARE COPPER BOND TO ARRAY Voc 500 OCPDmm 20 CALCULATION FOR PV OVERCURRENT PROTECTION SOLA R TOTAL INVERTER CURRENT:16.00A ISc 35 Vnom 240 16 00A*125=20.00A 2211 Allenwood Road 877-797-2978 —>20AOVERCURRENTPROTECTION ISVALID Wall,New Jersey 07719 www"rrinity-Solarcom September`9,2014 SnapNrack- Norman SnapNrack PV M o u hUn g Systems 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 c h e e l Series 100 Roof Mount Summary Letter To Whom,It May Concern, t r u c t u r a 1 This letter is to clarify that we have performed,calculations for the 1.00 series roof mount PV system based on the information provided by SnapNrack. Included with this letter is,the report and calculations. The calculations were Mil done in accordance with the 2009 IBC, ASCE 7-05, 2005 NDS, and guidelines ngineer stated in the Solar America Board for Codes and Standards. For some of the components the SnapNrack test data was used to determine Fair Sunrise Blvd. capacity d section propertiesf materiae test materials. Thdata using, Fair Oaks;CA 95628 p y anof was coecte (916)536-9585 the procedures outlined in the 2009 IBC Chapter 17., (916)536-0260(fax) 1989-2012 The calculations were performed for the following wind, seismic, and snow load 23 years of excellence combinations and building parameters. ® ASCE 7-05 wind speeds from 85 mph to 150 for B and C exposure categories ® ASCE 7-05 Seismic Design Category E a ASCE 7-05 Snow Loads up to 120 psf ground snow Norman Scheel,S.E. • Buildings with mean roof heightsup to 60 foot tilt angles /roof pitches LEED AP BD+C from 0 degrees to-60 degrees. LEED AP Homes Fellow SEAOC a Complies with New York-State Residential Building Code 2010 and NDS Fellow-ASCE Standards 2005." E-mail:nommrisse com Rob Coon General Manager E-mail-mhcoonCa'nsse.crnn In our,opinion the mounting system as outlined in the SnapNrack Series 100 PV Mounting System Code Compliant,Installation Manual 2012 is acceptable and Steve Smith P.E. meets the loading requirements,-as stated above. See report and calculations Project Manager E-mail:,stevesmith['nssecom included,with this letter Steven Cooksey If there are any further- uestions,please contact Norm Scheel. CAD Supervisor ,E-mail.steve(a�nsse.com Jackie Winslow �`� �` '��g'Ct Office Manager E-mail:iackic(ansse.com Norman Scheel P , SE ,LEED-AP BD+C,,LEED-AP Homes Fellow SEAOC Fellow A.S.C.E. t 1t is a violation o law to alter this drawing in any way. Series 100 Sh ��' rack-. Structural Report and Calculation °, cp24hg Calculations Ur Y z z Structural Report and Calculations Series 100 Roof Mount For SnapNrack - 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 Prepared By Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 January 30;2014 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 2 Series 100TM Snap-Nra-ck Structural Report and Calculations' Building Department Support Calculations Calculations 0 to 30 ft.Mean Roof Height(6005 Rail) C33 to C48 Wind Calculations Velocity Pressures &MFRS C33 Component and Cladding C35 Seismic Calculations C39 Snow Loads C40 Rail Properties C41 65"PV Panel Connection to Rail C42 78"PV Panel Connection to Rail C43 Lag Bolt Connection to Roof C44 Rail Span Chart Tilt Angle 0-19 degrees C45 Rail Span Chart Tilt Angle 20-36 degrees C46 Rail Span Chart Tilt Angle 37-45 degrees C47 Rail Span Chart Tilt Angle 45-60 degrees C48 Building Department Support Calculations Calculations 31 to 60 ft. Mean Roof Height(6005 Rail) C49 to C64 Wind Calculations Velocity Pressures&MFRS C49 Component and Cladding C51 Seismic Calculations C55 Snow Loads C56 Rail Properties C57 65"PV Panel Connection to Rail C58 78"PV Panel Connection to Rail C59 Lag Bolt Connection to Roof C60 Rail Span Chart Tilt Angle 0-19 degrees C61 Rail Span Chart Tilt Angle 20-36 degrees C62 Rail Span Chart Tilt Angle 37-45 degrees C63 Rail Span Chart Tilt Angle 45-60 degrees C64 Appendix: ASCE-2010 to 2005 Conversion Sheet Al NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 4 Series 100 S,n a P�'�� fi� ra ck- Structural Report and Calculations '` 6005 Alloy Rail Tables 0-30 ft. Roof Height Table 2A: Rail Spans(in)for Roof Slopes and Tilt Angles 0°to 19° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 15.5 16.9 18.4 20.0 216 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 P9 P5 -107 -11.7 -12.7 -13 8 -149 -161 -173 -186 -199 -21.2 -226 -255 -286 -319 0 0 1,40 132 125 119 114- 109 104 100 96 93 89 84 79 74 10 8 137 132 125- -119 .114 109 104 100 96 93 1 89 84 79 `74 c 20 15 106 106 106 106 106- 106 104 100 96 93 89 84 79 74 390 23 90 90 90 90 90 90 90 , ' 90 90 90 89 84 79 74 40 31 79 79 79 79 79 79 79 19 79 -79 79 79 79 74 G 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 CR 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 1 52 1 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 1 48 1 48 48 48 48 48 48 1 48 1 48 48 0-30 ft. Roof Height Table 213: Rail Spans(in)for Roof Slopes and Tilt Angles 20°to 36" 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 yh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 P8 Ps -7.0 -76 -8.3 -90 -97 -10.5 -113 -121 -130 -138 -147 -16.6 -187 -208 0 0 144 144, 144 144 . 144 141- ,135 129 124, 119 114 107 100 94 g 10 8 134 133 132 130- 129 128 127 1125 124 119 114 107 100 94 C 20 15 106 106 106 106 106 106 106 1 105 105' 104 103 101' 100 94 a30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79. 79 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 10 Series 100 n a P rack- � Structural Report and Calculations `' ..p 0-30 0-30 ft. Roof Height Table 2C: Rail Spans(in)for Roof Slopes and Tilt Angles 37°to 45° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg P5 -6.7 -7.3 -7.9 -86 -93 -10.0 -10.8 -116 -12.4 -13.2 -141 -159 -17.8 -19.9 0 0 144 144 144 144 144 144 139 133 127, 122 118 109 102' 96 a 10 8 134 133 132 130_ 129 128 127 125 124 122 • 118 109 102 96 0 20 15 106 106 106 106 106 106 106 105 105 104 103 101 100 96 a30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79.En '' 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 0-30 ft. Roof Height Table 2D: Rail Spans(in)for Roof Slopes and Tilt Angles 46°to 60° 6005 Alloy Wind Load Vult 110 _ 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg PS -63 -69 -76 -82 -89 -96 -10.3 -110 -11.8 -126 -13.4 -152 -170 -189 0 0 144 144 144 144 142, 139 135 132 129 126 121 113 105, 99' 10 8 128 126 124 123 121. 120 118 116 115 113 112 109 105 99 20 15 106 106 105 104 103 102 101 100 99 98 97 95 93 91 4 30 23 90 90 90 90 90 90 90 89 88 88 87 85 84 82 40 31 79 79 79 79 79 79 79 79 79 79 79 78 77 76 p 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 71 U°r 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 1 58 1 58 58 58 58 58 1 58 1 58 58 58 58 58 J18100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 11 Series 100 1;';kt1 .j rack Structural Report and Calculations � 31-60 ft. Roof Height Table 2E: Rail Spans(in)for Roof Slopes and Tilt Angles 0"to 19° 6005 Alloy Wmd Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 Qh 17.9 19.5 21.2 23.1 249 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 P9 Ps -123 -13.5 -14.7 -159 -172 -186 -200 -21.4 -229 -245 -261 -29.4 -330 -367 0 0 128 121 115 109 105 , 100 96 92 '89 86 83 77 _ 73 69 ` P 10 8 128 121 115 109 105 100 96 92 89 86 83 77 73 '69 c 20 15 106 106 106 106 105 100 96 92 89 86 83' 77 73 69 3 30 23 90 90 90 go,` 90 90 90 90 89 '`86 83 77 73 69 40 31 79 79 79 79 79 79 79 79 79 '79' 79 77 73 69 q 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 69 P 60 46 66 66 66 66 66 66 66 66 66 66 66 " 66 66 66 C7 70 54 62 62 62 62 62 62 62 62 62 62 62 62' 12 62 80 62 58 58 58 58 58 58 58 1 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 31-60 ft.Roof Height Table 2F: Rail Spans(in)for Roof Slopes and Tilt Angles 20°to 36° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 PS Ps -8o -8.8 -9.6 -10.4 -11.2 -121 -130 -14.0 -14.9 -160 -17.0 -192 -215 -240 0 0 144 144 144 142 135. 129 123' 118 114 109 105 98 92 87 10 8 132 131 129 128 127 125 123 118 114 109 105 98 92 87 C20 15 106 106 106 106 106 105 105 .104 103 102 101 98 92 87 30 23 90 90 90 90 90 90 90 90 6 90 90 90 89 87 86 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 K 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 0 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 1 58 58 1 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 1 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 1 48 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 12 Series 100 S n a _ c k- - Structural Report and Calculations P1-V ,'u i.0 r B t rr gi Sly; Q,am z 31-60 ft.Roof Height Table 2G: Rail Spans(in)for Roof Slopes and Tilt Angles 37°to 45' 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 1 145 150 155 160 170 180 190 4h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 Ps P9 -77 -8.4 -91 -99 -10.7 -116 -12.4 -133 -14.3 -15.2 -16.2 -18.3 -20.6 -22.9 0 0 144 144 144 144 139 133 '127 1221, 117 112 '108 101 94 89 a 10 8 132 131 129:,j .128 127 125 124 122 1,17 ,, 112 108 101 _ 94 89, 0 20 15 106 106 106 106 106 105 105 104 103 102 101 94 , 89 3 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 719 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 1 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 31-60 ft. Roof Height Table 21-1: Rail Spans(in)for Roof Slopes and Tilt Angles 46°to 60° 6005 Alloy Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 PB PS -7.3 -8.0 -87 -95 -102 -110 -119 -12.7 -13.6 -145 -155 -17.5 -196 -21.8 0 0 144 144 143 139 136 . 132• 129 121 120 115 111 104 97. ; 91 a 10 8 125 123 122' 120 118 , ' ,116 115.,: 113 111 110 108' 104 .97 91 0 20 15 105 104 103 102 101 100 99 98 97 96 95 92 90 88 4 30 23 90 90 90 90 90 89 88 87 87 86 85 83 82 80 r 40 31 79 79 79 79 79 79 79 79 79 79 78 77 76 74 50 39 72 72 1 72 1 72 72 72 72 1 72 72 72 72 71 70 69 r 60 46 66 66 66 66 66 66L48 66 66 66 66 66 66 65 C7 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 13 Series 100 Snapr Structural Report and Calculations �`� Rail Testing The aluminum rails have been designed in accordance with the 2010 Aluminum Design Manual (ADM) as referenced in the IBC. Testing was,conducted per the standards set forth by the 103C Section 1715; Preconstruction Load Test. The results of this testing procedure were used in comparison with the calculated values to establish the maximum uplift load allowed for the rails. Racking Connections to the Existing Roof Contained within the calculation packet are calculations'for the connection of the rails to the roof framing. Using the sizes provided by SnapNrack, we have calculated the maximum forces that will be resisted based on the withdrawal value of the lag screws, and the strength of the aluminum components which are involved in transferring these forces from the rail to the roof framing. These components consist of the flashed L-foot (SnapNrack Drawing PEN-DO1), Standoff (PEN-D02, D03), Seam Clamp (PEN-D04), Corrugated Block(PEN-D05), Metal Roof Base (PEN-D09, D10, D11, D12) and Hanger Bolt (PEN-D06). All (6) options are acceptable under the parameters shown in SnapNrack's plans. The results from our analysis have been'integrated into the summary charts. The connection of the PV racking system to the roof will use a 5/16" diameter Lag Bolt installed with a minimum 2 ''/2" embedment into the framing member. Bolts shall be installed to a rafter or blocking capable of supporting both wind and seismic loads along with the weight of the PV system. When PEN-D07 is involved, use minimum quantity 2 I/4-20 lag bolts with minimum 1.25" embedment. In addition, SnapNrack's Tile Roof Hooks (Drawing PEN-D13, D14) are also acceptable attachment components when the following limitations are followed: 1. tile roof hooks have been reviewed up to 120 mph, Design Wind Speed 2. rail span is limited to 6 feet with tile roof hooks NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 14 Series 100 Snap-. L'��'41 rack- Structural Report and Calculations ; i ; irx �a , r, 1"4+� Summary Charts and Topographic Factors The attached pages of this summary contain some of the most common building configurations with varying wind speeds. These charts serve as quick references for looking up maximum rail spans based on the building and site conditions. However, it must be noted that for any building where a topographic factor is applied (e.g. hills, mesas, seashore), the rail span lengths given might exceed what is allowed for the given site condition. In that case, a registered structural engineer shall evaluate the exact topographic conditions for the specific site. End Zone and Edge Distances The edge zones and/or end zones of the roof area shall be determined based on the building's least horizontal dimension(LDH). The edge zone, "a", is equal to 10% of the LDH where a= .1 * LDH. It should be noted that if the solar panels installed cross two different roof sections,the smaller LDH shall be used. Rail spans in the corner zone shall be a maximum of 24 inches and this restriction will only apply to the rail attachments located in the end and edge zones (does not apply to modulus or rails that overhang into the zone). Furthermore, all edge zones requiring an adjustment (shaded cells in chart) shall be reduced by 24 inches to a minimum of 32 inches. END/EDGE ZONE Z z A C7 A .7 z N / O / x w a CORNER ZONE i j Detail 1 roof end/edse and corner zones NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 15 Series 100 . N\Jlrack- 41� Sna .,I" . Structural Report and Calculations '' Site—Suecific Analysis A site-specific, analysis is required if the a location of the solar panel installation corresponds to any of the following criteria: • The total pitch of the solar panel(solar panel pitch&roof pitch)is greater than 60 degrees above the horizontal. • A topographic factor applied to a location. Generally, topographic factors are applied when the structure is on a hill,mesa or bluff, or is adjacent to a large body of water. For complete descriptions of topographic factors, please refer to.ASCE 7-10 section 26.8 • The mean roof height of the structure that the solar,panels will be installed on is greater than 60 ft. above grade. • A combination of loads and/or site conditions applied that is not addressed in the attached rail span charts. If one or more of these factors corresponds to the project location, please contact NSSE, and we will analyze the site conditions and recommend standoff spacing for each specific site. Existing Building Limitations This summary letter,addresses the structural adequacy of the solar racking system only and does not investigate or validate the adequacy of the structure the racking system is being placed upon. It does not address the ability of the existing roofing or roof framing to support the new loads imposed upon them by the new system, nor does it address the new localized forces between the roofing and the roof framing which might be imposed by the new standoff connections. It also does not address the additional lateral forces imposed upon the building due to the seismic and wind forces that the new system will add to the existing roof. These various building-specific issues need to be evaluated by the appropriate registered professional(s) prior to the addition of the photovoltaic and racking systems. NSSE may be consulted for building-specific structural evaluation. NSSE assumes the systems will be installed to the specifications presented here and the installer will use good structural judgment. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 16 Series 100 S n•apll'-,, ,Jra c k� Wind Design ASCE 7-10 Main Force Resisting System 6005 Alloy Rail , tl Mean Roof Height 0 to 30 ft Velocity Pressure 28.3.2 ASCE 7-10 Risk Category: II(Table 1.5-2) %=qh=0.00256 kZ IcA kd V2 Wind Exposure Category C kZ = 0.98 Velocity Pressure Exposure Coefficients(Table 26.8-1) K, = 1.00 Topographic Factor(Fig.26.8-1) Kd 0.85 Wind Directionality Factor(Table 26.6-1) Velocity Pressures Wind Speed 110 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 25.80 28.20 30.71 33.32 36.04 38.86 41.80 44.84 47.98 51.23 54.59 61.63 69.09 76.98 ASD(0.6W) 15.48 16.92 18.42 19.99 21.62 23.32 25.08 26.90 28.79 30.74 32.75 36.98 41.46 46.19 P=qh [GCpf-GCpi] qh = Velocity Pressure(psf) GCp; = +/-Internal Pressure Coefficient GCpf = External Pressure Coefficient GC f Roof Zones Fig 28.4-1 ASCE 7-10 Notes Pitch Slope Zone 2 Zone 3 Zone 2E Zone 3E 1) GCpi equal+-0.10 based on published data from the Solar 0/12 0.0 -0.69 -0.37 -1.07 -0.53 America Board for Codes and 1/12 4.8 -0.69 -0.37 -1.07 -0.53 Standards. 2/12 9.5 -0.69 -0.40 -1.07 -0.53 2) Wind Exposure B and C covered 3/12 14.0 -0.69 -0.44 -1.07 -0.53 in this document. 4/12 18.4 -0.69 -0.47 -1.07 -0.54 5/12 22.6 -0.45 -0.35 -0.72 -0.65 6/12 26.6 -0.10 -0.15 -0.19 -0.58 7/12 30.3 0.21 -0.43 0.27 -0.53 8/12 33.7 0.21 -0.43 0.27 -0.53 9/12 36.9 0.21 -0.43 0.27 -0.53 10/12 39.8 0.21 -0.43 027 -0.53 11/12 42.5 0.21 -0.43 0.27 -0.53 12/12 45.0 0.21 -0.43 0.27 -0.53 21/12 60.0 0.32 -0.41 0.40 -0.51 6005 Alloy Rail, NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C33' of C64 Series 100 ' ' rack" Wind Design ASCE 7-10 Main Force Resisting System �; , 6005 Alloy Rail FV Rfl ox as ,,, U ff a1�4# '13 Mean Roof Height 0 to 30 ft e Ad a C3'- V PiLmmiS[i� `t A`-+� Larrpl OCxna k.i ' tit '�:-' •,rt� 4t (yam ..-'�i 45r� A -• * - Triansverse.Direction ��_ �rF?j� -• µ0.^•.. ���-'4,w:.-`,a.�. 41,., � y '� .._': rY--' -_� -,�". ti. .i�F'- '.Fi1vs•rn ��f.^,,, � .r {G,j^'. ?`"'•r_• vl 2�Er r- 61, ias ( fiJE� v 2� v 1,• '(7!^ °�.. ?,aMi;�:,1'•�.•; - .:+o�;;..•.. F'�``h fes, d�"• ��3' �yi - ¢,d " - Longit adlnal Dlt6don' Zone Locations Main Force Resisting Systems ASCE 7-10 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C34 of C64 Series 100 �,��� rC1Ck- 6005 �l 4 Wind Design ASCE 7-10 Components and Cladding Walls no p- ,.� Alloy Rail Mean Roof Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P=qh [GCp-GCpi] 9h = Velocity Pressure(psf) GCP, = +/-Internal Pressure Coefficient GCP = Extemal Pressure Coefficient ' i0 ,500 .� •a.e 8 U � •-1.4 �'t'� 4.4 i b -1:0UZZ 50, a 48 na doCs/ o -0.4 an 0 — �P GC Walls (Fig.30.4-1) 41.0' •4 Fa Us .40 Slope in Degrees Zone 4 Zone 5 Zone 4&5 !u +t.2 1' 10 20 50'100,200' 50D1000 0 to 10 -1.00 -1.27 0.91 iO.ij ;(0,9j',(t9J (ds) 0.3)(iasf (4- 10 to 45 -1.10 -1.39 -1.00 Effective Wind Areaf t2(M Notes 1) Roof slopesfrom 0" to 45" 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PVpanel 6005 Alloy Rail NESE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C35 of C64 Series 100 `�` j} 9 Snap_, rack- Wind Design ASCE 7-10 Components and Cladding Roof O to 7 degrees for 6005 Alloy Rail `u f ; h" ,711, G`o14=2 va " n"` `zo s Fn"S Mean Roof Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 qh = Velocity Pressure(psf) P=qh [GCp-GCp;] GCp = +/-Internal Pressure Coefficient GCp = External Pressure Coefficient 1a taa a CL � A {Q -, 0_._ _ M _ G3 24 INI I I I •2 0 i I tl La`_ A4 d I 1 m � I E 0 1 ! T 1 10-20 SD=1W MID 6001D00 CA(134 oaslnq '�E4fectiva-1�trid Arca,-ftg(crt�), GC Roofs Fig.30.4-2A Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 0 to 7 -0.99 -1.71 -2.59 0.29 Notes 1) Roof slopes from 0' to 45' 2) Wind loading from 110 mph to 190 mph 3-s Gust 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PVpanel 6005 Allov Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C36 of C64 Series 100 Snapil," ."I r���� Wind Design ASCE 7-10 Components and Cladding Roof t,_ _ 7 to 27 degrees for 6005 Alloy Rail Jl It Il� U G;LS 9 r-fi g,3,# V e P, Mean Roof Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P=qh [GCp-GCp;] qh = Velocity Pressure(psfl GCP, = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient aPy —4, "FYI. —'i 1 __ _-o-.�•, 1 3 Q w ��2} f� '� b, 1 � 1 I • 1 tall n 1 I I a 9 1 1 1 •1 1 1 _ 1 ha f GC Roofs Fig.30.4-2B 10 100 Slope in Degrees -M 3 P Sz Zone 1 Zone 2 Zone 3 Zone 1,2,3 .,.0 - 7 to 27 -0.89 -1.64 -2.53 0.48 ' -2. 4A ,ta,. Notes yamy�' -ts 42 1) Roofslopesfrom 0" to 45" >N me 2) Wind loading from 110 mph to 190 mph 3-s Gust. of 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4A2 t. 4) Based on an area equal to the maximum area of one a 4460 dna 39"x 78"PVpanel50) +oe a to:� 'so•too leo:'saoiono EfrecftwU,dMa,*.?(mz� 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C37 of C64 Series 100 Snap',,,,, ,,,%., r.ack �^ Wind Design ASCE 7-10 Components and Cladding Roof - , g P g 27 to 45 degrees for 6005 Alloy Rail �1,I L� '������-�Slt UP�ta�i�jlf`.%S {`�,j i`r}.t�`.}}�{-•���`lj��i Mean Roof Height 0 to 30 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P=q6 [GCp-GCpi] qh = Velocity Pressure(psf) GCPI = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient I 1 N • 1 JJ 1 N 'p 1 1'*• jet _ n` 1 6 { 0 • 1 6 1 1 - a -a lel, (���V1 R,� lal �; 10 100 GC Roofs Fig.30.4-2C G2 -1'6 Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 42 'iS -1.0 to 27 tO 45 1 -0.98 1 -1.18 -1.18 0.89 -10 1 ae -0A Notes 0 1) Roof slopes from 0' to 45° m 4(k4 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) +1.0 +02 1 10 20 50,100 200 6'001000 4) Based on an area equal to the maximum area of one 91) n(") M 04¢801 (m4:�1 39"x 78"PV panel Ef fejve ftd Area,ft-'(a] 6005 Allov Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C38 of C64 Series 100 SnaPm4ack- Seismic Design ASCE 7-10 Chapter 11 and 13 P. 6005 Alloy Rail '�t1� j ��tl�fC`1L �7 ?! Mean Roof Height 0 to 30 ft ASCE 7-10 Seismic Design Section 13.6.9 Site Classification D Default"D" Seismic Use Group II Table 11.5-1 Rp = 2.5 Input from Table 13.6-1 ASCE 7-10 Ap = 1.0 Input from Table 13.6-1 ASCE 7-10 IP = 1.0 Input from Table 11.5-1 ASCE 7-10 SS = 3.0 Input from USGS Program S, = 1.5 Input from USGS Program F" = 1.0 Site Coefficient Table 11.4-1 F, = 1.5 Site Coefficient Table 11.4-2 S� = 3.0 ASCE 7-10 Section 11.4.3 S., = 2.3 ASCE 7-10 Section 11.4.3 S& = 2.0 ASCE 7-10 Section 11.4.3 Sd1 = 1.5 ASCE 7-10 Section 11.4.3 z = 30.5 Height at point of Attachment(ft.) h = 30.0 Average Roof Height of Structure(ft.) Fp = 0.97 Wp (Eq.13.3.1) Fp� = 3.20 Wp F _ 0.4 aP SDs WP 1+2 z FP mm = 0.60 Wp P Rp_) h Ip Use Fp = 0.97 Wp (Eq.13.3.2) FP=1.6 SDs IP WP Max (Eq.13.3.3) FP=0.3 SDs IP Wp Min Vertical Accelerations 0.20(Sds)WP Notes 1) Based on an average deal load of 4 psf the anticipated maximum seismic load is approximately 4 psf with a vertical accelerations of 1.6 psf wind loads govern the design of the PV system. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C39 of C64 Series 100 Snap����is rack- Snow Loads ASCE 7-10 Chapter 7 , 6005 Alloy Raily� Mean Roof Height 0 to 30 ft ASCE 7-10 Snow Loads Chapter 7 Pf=0.7 Ce Ct I Pg Snow Load Chart Ground Snow Pg Flat Roof Pf Sloped Roof P. Sloped Roof PS Ps=Cs Pf Slope<9/12 Slope 9/12 to 12/12 10 psf 8 8 8 20 psf 15 15 15 30 psf 23 23 23 40 psf 31 31 31 50 psf 39 39 39 60 psf 46 46 1 46 70 psf 54 54 54 80 psf 62 62 62 100 psf 77 77 77 120 psf 92 92 92 3 4 6, B 12 on on on on on 12 12 12 12 12 Calculations for Snow Loads Chapter 7 3.7.50 10°\, Ce = 1.00 Exposure Factor(Section 7.3.1) - Ci = 1.10 Thermal Factor(Section 7.3.2) I = 1.00 Importance Factor(Section 7.3.3) \ All Other Surfaces Unobstructed Slippery-Surfaces 0, 30 60° 900 Roof Slope 7-2b:Cold roofs-with C,=1.1 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C40 of C64 Series 100. �na rCICk"' Rail Properties for 6005 Alloy Rail Mean Roof Height 0 to 30 ft Rail Properties for Downward Loads Section Properties A = 0.63 in' S = 0.34 in' I = 0.46 in' c Stresses N Fb = 21.9 ksi F, = 21.9 ksi E = 10000 ksi Mallow = 7.45 k-in ` Rail Section ValloW = 6.38 k Rail Properties for Upward Loads Section Properties A = 0.41 in S = 0.25 in' 1 = 0.11 in4 Stresses Fb = 21.9 ksi F„ = 21.9 ksi E = 10000 ksi Mallow = 5.53 k-in SnapNrack Standard Rail ValloW = 4.16 k Keyed 6005 Alloy Notes 1) Rail section properties determined from test data. 2) Rail test date performed per guidelines of chapter 17 of the 2012 IBC. 3) This report is using 6005 alloy rails 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C41 of C64 Series 100titi� r` S nlo% , :Lt Frac k- PV panel Calculations&Component and Cladding Forces for 6005 Alloy Rail ' +i+..y ~u ,� h n i,t w. i,,,. •e. 3 Mean hoof Height 0 to 30 ft PV Panel Calculations for 39" x 65" Panel Connections Panel Dimensions 65"Long Panels `=VL` Panel Width = 39.0 in Panel Length = 65.0 in y -- Panel Weight = 70.4# Panel Area = 17.6 ft Universal End Clamp Wind Loading ASCE 7-10 Component and Cladding 1 Wind Speed 110 to 190 mph Exposure Cat. C Edge Distance(a) 4 Ft Component and Cladding Zones Loading Zone 1 Zone 2 Zone 3 1,Zoo e 3 Max -22.96 -30.71 -30.71 68.51 ti .. Min -76.21 -128.56 -197.85 12.64 'x\ 1) Roof slopes from 0' to 45' 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 w LDH(Least Horizontal Dimension) Adjustable End Clamp X-Clamp l� Maximum Force at Mounting Bracket Component and Cladding - �— Zones Loading Zone 1 Zone 2 Zone 3 F 1,2,&3 !• �� End Clamp -335 -566 -871 3025= Int.Clamp -671 -1132 N/A 603 1) 4 brackets minimum per PV panel to rail connection 2) Only one corner of one PV panel may be located in zone 3 ~" 3) Zone 2 may have multiple panels located in this zone Mid Clamp 1 Mid Clamp 2 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C42 of C64 Series 100 SnaprackTM PV panel Calculations&Component and Cladding Forces for 6005 Alloy Rail C-�'�f ,RA,,,, c Mean Roof Height 0 to 30 ft PV Panel Calculations for 39" g 78" Panel Connections Panel Dimensions 78"Long Panels Panel Width = 39.0 in Panel Length = 78.0 in Panel Weight = 84.5 # Panel Area = 21.1 ft' Wind Loading Universal End Clamp ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C Edge Distance(a) 4 Ft ✓ Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones .." 1,2,&3 ��= Max -22.96 -30.71 -30.71 68.51 Min -76.21 -128.56 -197.85 12.64 - 1) Roof slopes from 0' to 45' ~ 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) Adjustable End Clamp X-Clamp Maximum Force at Mounting Bracket Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones 1,2,&3 End Clamps -402 -679 -1045 362 �7 - Int.Clamp -805 -1358 N/A 724 1) 4 brackets minimum per PV panel to rail connection ��� 2) Only one corner of one PV panel may be located in zone 3 3) Zone 2 may have multiple panels located to this zone Y Mid Clamp 1 Mid Clamp 2 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C43 of C64 Series 100 SnaP'1,N,`1] rack- Lag .rnp 5-3" ,� _Bolt Design 2012 NDS for 6005 Alloy Rail (r>q� ^a �,n no K:_ �,,, an Mean Roof Height 0 to 30 ft Lag Bolt Calculations for Roof Connection 65" long Panel Bolt Connection to Roof Structure 65"Long Panels 2012 National Design Specifications Maximum Wind Uplift(psi)per Span Based On Lag Bolt 5116"Diameter Lag Bolt 2 112"min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Nin Embedment length = 1.81 in 2 ft 62.7 62.7 62.7 125.4 Duration of Load = 1.6 wind 4 ft 31.3 31.3 31.3 62.7 Allowable Tension = 747.2# 6 ft 20.9 20.9 20.9 41.8 Allowable Uplift = 339.6# 8 ft 15.7 15.7 15.7 31.3 Lag Bolt Calculations for Roof Connection 78" long Panel Bolt Connection to Roof Structure 78"Long Panels 2012 National Design Specifications " Maximum Wind Uplift(psf)per Span Based On Lag Bolt 5116"Diameter Lag Bolt 2 112min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Nin Embedment length = 1.81 in 2 ft 52.2 52.2 52.2 104.5 Duration of Load = 1.6 wind 4 ft 26.1 26.1 26.1 52.2 Allowable Tension = 747.2# 6 ft 17.4 17.4 17.4 1 34.8 Allowable Uplift = 339.6 # 8 ft 13.1 13.1 13.1 1 26.1 ALLOWABLE h�=t UPLIFT .75" 1.5" 1.25" At LOWABLl TENSION STANDOFF OR L-FOOT BASE Notes 1) Only one corner of one PV panel maybe located in zone 3E 6005 Allot/Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C44 of C64 Series 100 S napNrkacRail Spans per ASCE 7-10 Loads . Tilt Angle 0 to 19 degrees for 6005 Alloy Rail Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6,7 and Lag Bolt Tension Values Tilt Angle 0 to 19 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg PS -10.7 -11.7 -12.7 -13.8 -14.9 -16.1 -17.3 -18.6 -19.9 -21.2 -22.6 -25.5 -28.6 -31.9 0 0 140 132 125 119 114 109 104 100 96 93 89 84 79 74 10 8 137 132 125 119 114 . 109 104 100 96 93 89 84 79 74 g 20 15 106 106 106 106 106 106 104 100 '96' 93 89 84 '79 74 30 23 90 90 90 90 90 90 90 90 96 90 89 84 79 74 0 '4 40 31 79 79 79 79 79 79 79 79 79 79 79 79' 79 74 3 0 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 /62 62 80 62 58 58 58 58 58 58 58 58 58- 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 1 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag'bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(Lr orSorR) 4. D+0.75L+0.75(Lr or S orR) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.699+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.755 7. 0.6D+0.6W 8. 0AD+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C45 of C64 Series 100 + , +� Snap, 11,, " racRail Spans per ASCE 7-10 Loads _ ,�,�Tilt Angle 19 to 37 degrees for 6005 Alloy Rail � 9t" Sa Lisa s SDT2'"�-Vis' 11- Mean hoof 1-Height 0 to 30 ft Rail Spans (in)Based on-Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 20 to 36 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Ps PS -7.0 -7.6 -8.3 -9.0 -9.7 -10.5 -11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8 0 0 144 144 144 144 144 141 135 . 129 124 119 114 107 100 .94 10 8 134 133 132 130 129 128, 127 125 124 119 114 107 100 94 20 15 106 106 106 106 106 106 106 105 105 104 103 101 100 ', 94 3 - 30 23 90 90 90 90 90 90 90 90 90 90 90 90 89 88 0 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 3 0 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 rn 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 1 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 1 92 1 48 48 48 48 48 48 48 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2 4 Allowable Stress Design 1. D 2. D+ L 3 D+(Lr orSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0 7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C46 of C64 Series 100 S nap, k r�c k� i Rail Spans per ASCE 7-10 Loads Tilt Angle 37 to 45 degrees for 6005 Alloy Rail P``'f Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter'2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 37 to 45 Degrees Wind Load Vult 110 115' 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg P, -6.7 -7.3 -7.9 -8.6 -9.3 -10.0 -10.8 -11.6 -12.4 -13.2 -14.1 -15.9 -17.8 -19.9 6 0 144 144 144 144 144 144 139 133 - 127 '122 118 109 102 96 10 8 134 133 132 130 129 128 127 125 124 122 118 109 102 96 a 20 15 106 106 106 106 106 106 106 . 105 105 104 103 101., 100 96 30 23 90 90 90 90 90 90 90 90 90 90 90 90 -89 '8&0 '4 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 0 0 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 1 52 52 52 52 120 92T 48 F48 48 48 48 48 1 48 48 1 48' 1 48 1 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(LrorSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.699+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C47 of C64 Series 100 SnapP,,,,,\,!,'.i raCk- Rail S ans er ASCE 7-10 Loads ._- _ Tilt Angle 45 to 60 degrees for 6005 Alloy Rail Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values , Tilt Angles 46 to 60 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 -25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg P, -6.3 -6.9 -7.6 -8.2 -8.9 -9.6 -10.3 -11.0 -11.8 -12.6 -13.4 -15.2 -17.0 -18.9 0 0 144 144 144 144 142 139 ' 135' '132 129 126 121 113 105 ;99, 10 8 128 126 124 1 123 121 ,120 1 118 116 1.15 113 112 '109 105 99, 3 20 15 106 106 105 104 103 102 101 100 99 98 97 95 93 91 30 23 90 90 90 90 90 90 90 89 88 88 87 85 84 82 0 '4 40 31 79 79 79 79 79 79 79 79 79 79 79 78 77 76 3 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 71 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52, 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified to chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable'Stress Design. 1. D 2. D+ L 3. D+(Lr orSorR) 4. D+0.75L+0.75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Allov Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(9l 6)536-9585 Page C48 of C64 Series 100 - nap �'! rack- Wind Design ASCE 7-10 Main Force Resisting System r, i .j 6005 Alloy Rail ��`�� i�� t��t� �;�l�"ia Mean Roof Height 30 to 60 ft Velocity Pressure 28.3.2 ASCE 7-10 Risk Category: 11(Table 1.5-2) %=qh=0.00256 kZ k�t kd V2 Wind Exposure Category C kZ = 1.13 Velocity Pressure Exposure Coefficients,(Table 26.8-1) K, = 1.00 Topographic Factor(Fig.26.8-1) Kd = 0.85 Wind Directionality Factor(Table 26.6-1) Velocity Pressures Wind Speed '110 115 120 125 130 135 140 145 150 155 160 170 180 190 qh 29.75 32.52 35.41 38.42 41.56 44.81 48.19 51.70 55.32 59.07 62.95 71.06 79.67 88.77 ASD(0.6W) 17.85 19.51 21.24 23.05 24.93 26.89 28.92 31.02 33.19 35.44 37.77 42.64 47.80 53.26 P=qh [GCpf-GCpi qh = Velocity Pressure(psf) GCp, = +/-Internal Pressure Coefficient GCpf = External Pressure Coefficient GC f Roof Zones Fig 28.4-1 ASCE 7-10 Notes Pitch Slope Zone 2 Zone 3 Zone 2E Zone 3E 1) GCpi equal+-0.10 based on published data from the Solar 0/12 0.0 -0.69 -0.37 -1.07 -0.53 America Board for Codes and , 1/12 4.8 -0.69 -0.37 -1.07 -0.53 Standards. 2/12 9.5 -0.69 -0.40 -1.07 -0.53 2) Wind Exposure B and C covered 3/12 1 14.0 -0.69 -0.44 -1.07 -0.53 in this document. 4/12 18.4 -0.69 -0.47 -1.07 -0.54 5/12 22.6 -0.45 -0.35 -0.72 -0.65 6/12 26.6 -0.10 -0.15 -0.19 -0.58 7/12 30.3 0.21 -0.43 0.27 -0.53 8/12 33.7 0.21 -0.43 0.27 -0.53 9/12 36.9 0.21 -0.43 0.27 -0.53 10/12 39.8 0.21 -0.43 0.27 -0.53 11/12 42.5 0.21 -0.43 0.27 -0.53 12/12 45.0 0.21 -0.43 0.27 -0.53 21/12 60.0 0.32 -0.41 0.40 -0.51 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C49 of C64 Series 100 r,� n Wind Design ASCE 7-10 Main Force Resisting System Snap'r\m,� rack- 6005 Alloy Rail Mean Roof Height 30 to 60 ft 11�430 da2 .02 0, f C6, r rim o 2 4 -Iftk 0 cal. 06 - A Transverse Directidn C C 41 L6fiNWIha-I Dfr6tfibn- Zone Locations Main Force Resisting Systems ASCE 7-10 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C50 of C64 Series 100 Sn.a i 4' ' r�C.k- Wind Design ASCE 7-10 Components and Cladding Walls 11--.•� 6005 Alloy Rail "�'� DJ4 o�-G"f� �ltai�� ��" Mean Roof Height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P=,qh [GCp-GCpj] qh = Velocity Pressure(psf) GCp, = +/-Internal Pressure Coefficient GCp = External Pressure Coefficient 10 '.500` U •1.4. h 4 F �q 9 4 -0.4 5 5 :n 0 — LL +a.4 is t0.6- +08 x0.7 GC Walls (Fig.30.4-1 w 4 � 5 Slope in Degrees Zone 4 Zone 5 Zone 4&5 1!! +1.2� 1 19- 20 550'100,200. 5001900 0 to 10 -1.00 -1.27 0.91 {D.iJ (0.9} (10J (4.8J, {9.3J{19.6} {565)(929) 10 to 45 -1.10 -1.39 -1.00 Effective Wind Ardift2(MI Notes 1) Roof slopes from 0" to 45' 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PVpanel 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C51 of C64 Series 100 Snapld"-',�,g rack- Wind Design ASCE 7-10 Components and Cladding Roof _ ,_l� 0 to 7 degrees for 6005 Alloy Rail 1� a�'u, :t'A u'y(�v 4I L '«` - .�s-:� is l Mean Roof Height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 y,, = Velocity Pressure(pso P=qh [GCp-GCp;] GCp, = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient 10, IGID - 1� -a2t 4 E I � "�e E I •24 m2A 1 4's 9 k -1.4 I A -aft 1 1 m -U 1 d I :02L al P I •0't t i i081, 10-20 -50 103 2II0 -45001DOU lE l�J All N-51 Blob (ui-1n oaq, 8�n m Effective Mnd Area,lft2.(d,, GC Roofs Fig.30.4-2A Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 0 to 7 -0.99 -1.71 -2.59 0.29 Notes 1) Roof slopes from 0° to 45° 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) 4) Based on an area equal to the maximum area of one 39"x 78"PVpanel 6005 Allov Rail NSSE 5022 Sunnse Boulevard Fair Oaks CA 95628(916)536-9585 Page C52 of C64 i Series 100 SnaF\' Pirack Wind Design ASCE 7-10 Components and Cladding Roof . , .1 - p ,,.,, , r 7 to 27 degrees for 6005 Alloy Rail � � i+° Mean Roof Height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 9h = Velocity Pressure(psf) P=q;, [GCp-GCp;] GCp = +/-Internal Pressure Coefficient GCp = External Pressure Coefficient as G I I P :T7 - I 1 B P 1 a• .". •. 1 P F I 9 1 1 1 ®��, q• 8 1 1 1 t •��i .n ° 4 ti./i•a• e 9 1 1 i `L• i ,� yea`:� •.,% 101,n 1 1 1 t✓ ` GC Roofs Fig.30.4-213 1 10 100 Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 ni 3 ' n �z 0 -_I 7 t0 27 -0.89 -1.64 -2.53 0.48 �'' �0 .� :.y •1'D i p Notes 1) Roof slopes from 0 0 to 45' 2 d9 a9 2) Wind loadingfrom 110 mph to 190 mph 3-s Gust. '°i :az 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) -6 4) Based on an area equal to the maximum area of one =Al `U .0•e. - 39"x 78"PVpanel +0n. ' 9 10 X 5U"100 2N 50010M', 1411 Iasl(�1 `-N.�1[a+7K�i'1�7i�1 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C53 of C64 Series 100Sna rack 1 Wind Design ASCE 7-10 Components and Cladding Roof r „ -, 1 0 27 to 45 degrees for 6005 Alloy Rail ±''` ' 1 r v'_, r Mean Roof height 30 to 60 ft Components and Cladding Low-Rise Buildings ASCE 7-10 30.4-1 P=qh [GCp-GCp9 `b = Velocity Pressure(psf) GCPI = +/-Internal Pressure Coefficient GCP = External Pressure Coefficient 1 A r � C 21 _Qs -� ' S /Y V1 1 1 1' : ' ..• . a 1 1 1 Y 2 ,r��•2 1• a 1 1 1 m 1 1 1 - 1 2 p v 10 100 GC Roofs Fig.30.4-2C 1� Slope in Degrees Zone 1 Zone 2 Zone 3 Zone 1,2,3 ,��� .-9 B s 3 Qt®u 41.0 27 to 45 -0.98 -1.18 -1.18 0.89 -01 �A L .oz Notes 0 1) Roof slopes from 0" to 45° Z 2) Wind loadingfrom 110 mph to 190 mph 3-s Gust. EE t s a 3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) +1.0 9 1 10 20 50 100 200 &G41000 4) Based on an area equal to the maximum area of one toll) P.5)(L% PLO M ON jCa5jAQ4 39"x 78"PV panel Effectlye Iftd Area,ft2(B ) 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C54 of C64 Series 100 Sna lDesign ASCE 7-10 Chapter 11 and 13 6005 Alloy Rail If V R Mean Roof Height 30 to 60 ft ASCE 7-10 Seismic Design Section 13.6.9 Site Classification D Default"D" Seismic Use Group II Table 11.5-1 Rp = 2.5 Input from Table 13.6-1 ASCE 7-10 Ap = 1.0 Input from Table 13.6-1 ASCE 7-10 IP = 1.0 Input from Table 11.5-1 ASCE 7-10 SS = 3.0 Input from USGS Program S, = 1.5 Input from USGS Program Fe = 1.0 Site Coefficient Table 11.4-1 F, = 1.5 Site Coefficient Table 11.4-2 Sm = 3.0 ASCE 7-10 Section 11.4.3 Sm] = 2.3 ASCE 7-10 Section 11.4.3 Sd. = 2.0 ASCE 7-10 Section 11.4.3 Shc = 1.5 ASCE 7-10 Section 11.4.3 z = 60.5 Height at point of Attachment(ft.) h = 60.0 Average Roof Height of Structure(ft.) Fp = 0.97 Wp (Eq.13.3.1) Fp„w = 3.20 Wp Fp_ 0.4 ap SDs Wp 1+2 z Fp mm = 0.60 Wp ( ph h ) Ip Use FP = 0.97 Wp (Eq.13.3.2) Fp=1.6 SDs Ip Wp Max (Eq.13.3.3) Fp=0.3 SDS Ip Wp Min Vertical Accelerations 0.20(S&)Wp Notes 1) Based on an average deal load of 4 psf the anticipated maximum seismic load is approximately 4 psf with a vertical accelerations of 16 psf wind loads govern the design of the PV system. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C55 of C64 Series 100 S -ack"fi r Snow Loads ASCE 7-10 Chapter 7 „.., ■ � 6005 Alloy Rail --i' ��` ! vin r '@ Mean Roof Height 30 to 60 ft ASCE 7-10 Snow Loads Chapter 7 Snow Load Chart Pf—0•7 Ce Ct I Pg Ground Snow Pg Flat Roof Pf Sloped Roof Pg Sloped Roof PS Ps=Cs Pf Slope<9/12 Slope 9/12 to 12/12 - 10 psf 8 8 8 20 psf 15 15 15 30 psf 23 23 23 40 psf 31 31 31 50 psf 39 39 39 60 psf 46 46 46 70 psf 54 54 54 80 psf 62 62 62 100 psf 77 77 77 120 psf 92 92 92 3 4 6 8 12 on ,on on on on ,12-12 12'12, 12 Calculations for Snow Loads Chapter 7 :,-- — - 37;5'` I T-77— Ce = 1.00 Exposure Factor(Section 7.3.1) Ct = 1.10 Thermal Factor(Section 7.3.2) I = 1.00 Importance Factor(Section 7.3.3) \ All. 0tt_6r Surtaces Unobstructed \ •Sllppery-Surlaces N \` Q 30 600, 900 Roof Slope 7-21i.Cold-rbofs with C,=1.1 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C56 of C64 Series 1005(��� :��.ra. ck� . Rail Properties for 6005 Alloy Rail � j1tf � Mean Roof Height 30 to 60 ft Rail Properties for Downward Loads Section Properties A = 0.63 in' S = 0.34 in' I = 0.46 in r Stresses Fb = 21.9 ksi F„ = 21.9 ksi E = 10000 ksi Mallow = 7.45 k-in Rail Section Vallow = 6.38 k Rail Properties for Upward Loads Section Properties Ly A = 0.41 int = S = 0.25 ]n3 I = 0.11 in4 Stresses Fb = 21.9 ksi Fv = 21.9 ksi E = 10000 ksi Mallow = 5.53 k-in SnapNrack Standard Rail Vallow = 4.16 k Keyed 6005 Alloy Notes 1) Rail section properties determined from test data. 2) Rail test date performed per guidelines of chapter 17 of the 2012 IB(j. 3) This report is using 6005 alloy rails 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C57 of C64 r- Series 100 Sna t rack- PV panel Calculations&Component and Cladding Forces for __ _, _, 6005 Alloy Rail � — Ft. '�'''i !ji��`�i;�r.4�.11�U14�l�1�P &;`;?J*`�"'s�t,;;q'�at?t'se.' Mean Roof Height 30 to 60 ft PV Panel Calculations for 39" x 65" Panel Connections Panel Dimensions 65"Long Panels Panel Width = 39.0 in Panel Length = 65.0 in Panel Weight = 70.4# Panel Area = 17.6 ft' Universal End Clamp Wind Loading ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C Edge Distance(a) 4 Ft Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones ✓� 1,2,&3 Max -26.48 -35.41 -35.41 79.00 Min -87.88 -148.24 -228.13 14.58` 1) Roof slopes from 0' to 45' 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=4 ft based on a 40 ft least width or depth and a Adjustable End Clamp X-Clamp mean roof height less than 60 ft. 1 L-27-_ 1 Maximum Force at Mounting Bracket r, --' ' Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones 1 2 &3 End Clamp -387 -652 -1004 348 Int.Clamp -774 -1305 N/A 695 _ 1) 4 brackets minimum per PV panel to rail connection , 2) Only one corner of one PV panel may be located in zone 3 3) Zone 2 may have multiple panels located in this zone Mid Clamp 1 Mid Clamp 2 6005.Alloy Rail NSSE 5022 Sunnse Boulevard Fair Oaks CA 95628(916)536-9585 Page C58 of C64 Series 100 S na rack PV panel Calculations&Component and Cladding Forces for ,�.ti 6005 Alloy Rail .� •'�r Mean Roof Height 30 to 60 ft PV Panel Calculations for 39" g 78" Panel Connections Panel Dimensions 78"Long Panels Panel Width = 39.0 in Panel Length = 78.0 in y Panel Weight = 84.5 # Panel Area = 21.1 ft2 Wind Loading Universal End Clamp ASCE 7-10 Component and Cladding Wind Speed 110 to 190 mph Exposure Cat. C Edge Distance(a) 4 Ft Component and Cladding �{ r l Loading Zone 1 Zone 2 Zone 3 Zones 1,2,&3 Max -26.48 -35.41 -35.41 79.00 " "V Min -87.88 -148.24 -228.13 14.58 1) Roof slopes from 0' to 45° 2) Wind loading from 110 mph to 190 mph 3-s Gust. 3) Edge distance a=4 ft based on a 40 ft least width or depth and a mean roof height less than 60 ft. Adjustable End Clamp X-Clamp Maximum Force at Mounting Bracket Component and Cladding - �aw Loading Zone 1 Zone 2 Zone 3 1,Zones 3 �4 1 �i End Clamps -464 -783 -1205 417 Int.Clamp -928 -1566 N/A 834 1) 4 brackets minimum per PV panel to rail connection 2) Only one corner of one PV panel may be located in zone 3 3) Zone 2 may have multiple panels located in this zone Mid Clamp 1 Mid Clamp 2 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C59 of C64 Series 100 ;' La Bolt Design 2012 NDS for 6005 Allo Rail i'4 Lag g Y Mean Roof Height 30 to 60 ft Lag Bolt Calculations for Roof Connection 65" long Panel Bolt Connection to Roof Structure 65"Long Panels 2012 National Design Specifications Maximum Wind Uplift(psf)per Span Based On Lag Bolt 5116"Diameter Lag Bolt 2 112"min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Win Embedment length = 1.81 in 2 ft 62.7 62.7 62.7 125.4 Duration of Load = 1.6 wind 4 ft 31.3 31.3 31.3 62.7 Allowable Tension = 747.2 # 6 ft 20.9 1 20.9 1 20.9 1 41.8 Allowable Uplift = 339.6 # 8 ft 15.7 1 15.7 1 15.7 1 31.3, Lag Bolt Calculations for Roof Connection 78" long Panel Bolt Connection to Roof Structure 78"Long Panels 2012 National Design Specifications " Maximum Wind Uplift(psf)per Span Based On Lag Bolt 5116"Diameter Lag Bolt 2 112 min.embedment into framing member Span Zone 2 Zone 3 Zone 2E Zone 3E Allowable Tension = 258 Win Embedment length = 1.81 in 2 ft 52.2 52.2 52.2 104.5 Duration of Load = 1.6 wind 4 ft 26.1 26.1 26.1 52.2 Allowable Tension = 747.2 # 6 ft 17.4 17.4 1 17.4 34.8 Allowable Uplift = 339.6# 8 ft 13.1 13.1 1 13.1 26.1 \, ALLOWABLE UPLIFT Ivl+ \ _� R -r a.'�,.-:✓err .75" 15" 1.25" 1, r- .ALLOWABLI; �:?'�.":�'' .sY'_<<�y }p, ��,,...•*j,r�°:r°„; r r• . ' ,/ ` TENSION � .>; r•"%s r...•�s..=- =`'"r'. r-••,;, .,^;�A+. ��-=�,sr._ STANDOFF OR L-FOOT BASE Notes 1) Only one corner of one PV panel may be located in zone 3E 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C60 of C64 Series 100 . Sna, p"JIV,,,i�1i'rack- Rail Spans per ASCE 7-10 Loads , Tilt Angle 0 to 19 degrees for 6005 Alloy Rail €��`� PR's u 't 0--a 5'y' -FIn, Mean Roof Height 30 to 60 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6,7 and Lag Bolt Tension Values Tilt Angle 0 to 19 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 4h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 Pg P, -12.3 -13.5 -14.7 -15.9 -17.2 -18.6 -20.0 -21.4 -22.9 -24.5 -26.1 -29.4 -33.0 -36.7 0 0 128 421 115 109 1,05 100 96 92j '89' 86 83, 77 73 69 10 8 128 '121 115 109 105 100 96 92 89 86 83 77 73 69 n. 20 15 106 106 106 106 . 105 100 96 92 89 86 83 77 73 69' 30 23 90 90 90.' , 90 90 90 90 90 ' 89' 86 83 77 73 69 40 31 79 79 79 79 79 79 79 79' 79 79t 79 77 73 . 69 o 50 39 72 72 72 72 72 72 72 72 1 72 72 72 72 72. 69` 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54' 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 ;58'. 58' 100 77 1 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 1 48 48 1 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(Lr orSorR) 4. D+0.75L+0-75(Lr or S or R) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.699+0 75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C61 of C64 Series 100Snarack, - Rail Spans per ASCE 7-10 Loads ra.a.% Tilt Angle 19 to 37 degrees for 6005 Alloy Rail � v 's' � 1� 1''.;`�U��?j ==' Mean Roof Height 30 to 60 ft Rail Spans(in)Eased on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 20 to 36 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9n 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 Pg P, -8.0 -8.8 -9.6 -10.4 -11.2 -12.1 -13.0 -14.0 -14.9 -16.0 -17.0 -19.2 -21.5 -24.0 0 0 144 144 144 142 135 129 123 118 114 109 105 98 92 87 10 8 132 131 129 128 127 125 123 118 114 109 105 98 92 87 3 20 15 106 106 106 106 106 105 105 104 103 102 101 98 92 87 0 30 23 90 90 90 90 90 90 90 90 90 90 90 89 87 86 14 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 3 0 in 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 1 58 58 58 58 58 58 58 58 58 58 58 58 100 77 1 52 1 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 1 48 1 48 1 48 48 48 48 48 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1. D 2. D+ L 3. D+(Lr orSorR) 4. D+0.75L+0 75(Lr or S or R) 5 D+(0 6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C62 of C64 1 Series 100 S naP ` ra- c W Rail Spans per ASCE 7-10 Loads z Tilt Angle 37 to 45 degrees for 6005 Alloy Rail Mean Roof Height 30 to 60 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 37 to 45 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9n 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 Pg Ps -7.7 -8.4 -9.1 -9.9 -10.7 -11.6 -12.4 -13.3 -14.3 -15.2 -16.2 -18.3 -20.6 -22.9 0 0 144 144. 144,` 144 139 133 ' 127 122 117 112 108 101 94 89 10 8 132 131 129 128 127 125 124, 122 117 f12 108 101 94 89 g 20 15 106 106 106 106 106 105 105 104 103 102 101 99 94 89 30 23 90 90 90 90 90 90 90 90 90 90 90 89 `87 86 0 '4 40 31 79 79 79 79 79 79 79 79 79 79 79 79 79 79 3 0 50 39 72 72 72 72 72 72 72 72 72 72 72 72 72 72 Cn 60 46 66 66 66 66 66 66 66 66 66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 48 48 48 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1 D 2. D+ L 3. D+(LrorSorR) 4. D+0.75L+0.75(LrorSorR) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0 6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C63 of C64 Series 100k,-k� !. Rail Spans per ASCE 7-10 Loads Tilt Angle 45 to 60 degrees for 6005 Alloy RailA � _ Mean Roof Height 30 to 60 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angles 46 to 60 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 17.9 19.5 21.2 23.1 24.9 26.9 28.9 31.0 33.2 35.4 37.8 42.6 47.8 53.3 Pg PS -7.3 -8.0 -8.7 -9.5 -10.2 -11.0 -11.9 -12.7 -13.6 -14.5 -15.5 -17.5 -19.6 -21.8 0 0 144 144 143 139 . 136 132 129 125 120 115 ,111 104 0" 91 10 8 125 -•123 122 120_ 118 116 115' 113 111. 110 108 104 97 91 3 20 15 105 104 103 102 101 100 99 98 97 96 95 92 90 88 30 '23 90 90 90 90 90 89 88 87 87 86 85 83 82 80 0 '4 40 31 79 79 79 79 79 79 79 79 79 79 78 77 76 74 3 ' 0 50 39 72 72 72 72 72 72 72 72 72 72 72 71 70 69 60 46 66 66 66 66 66 66 66 66 66 .66 66 66 66 65 70 1 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 58 58 58 58 58 58 58' 58 58 58 58 100 77 52 52 52 52 52 52 52 52 52 52 52 52 52 52 120 92 48 48 48 48 48 48' 48 48 48 48 1 48 48 48 48 Notes 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. 1 D 2. D+ L 3. D+(Lr orSorR) 4. D+0.75L+0.75(LrorSorR) 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. 6005 Alloy Rail NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C64 of C64 Series 100 S mc) 1 �d ra c kim Structural Report and Calculations F11"'r Mon uUng Appendix A: ASCE-2010 to 2005 conversion sheet The 100 Series report's results have been calculated according to the ASCE-2010 guidelines. If the results would rather be examined in terms of the ASCE-2005 codes,the following conversions must be applied for the two codes' results to be of equivalence. This appendix also applies for converting to different years for IBC codes. For 2006 and 2009 IBC,use the ASCE-2005 codes, and for the 2012 IBC,use the ASCE-2010 codes. Factors specific to this report 1) The roof-mounted solar panels are in terms of Risk Category II 2) The importance factor for the ASCE-2005 code is I= 1.0 3) The ASCE-2010 code has no importance factor for the wind loads 4) The snow load's importance factor remains the same for both the 2005 and 2010 codes 5) Thus, calculations that utilize wind loads are the ONLY ones that need conversions Velocity Equivalence (mph) V3-sec ASCE-2005 Vult. ASCE-2010 85 110 90 115 100 120 110 130 120 140 130 150 140 160 150 170 160 180 170 190 180 200 190 210 The following velocities listed in the graph refer to some V2005 being equal to some V2oio. In other words,use the following velocities in accordance with either ASCE-2005 or ASCE-2010. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page Al SNAPNRACK SERIES 100 ON FLASHED L-FEET REVISION FLASHED L-FEET ARE OPTIMIZED FOR QUICK — AND ROBUST INSTALLATION ON STANDARD —_ COMPOSITION SHINGLE ROOF SURFACES FOR OTHER ROOF TYPES STANDOFFS ARE RECOMMENDED ®® SNAPNRACK STANDARD RAIL ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS❑ ROOF SHEATHING, UNDERLAYMENT, AND ROOFING MATERIAL® ®® ����^n���n nMAINSTREAM ENERGY CORP DESIGNER G McPheeters SCALE ® PART NUMBER DESCRIPTION REV �ll�\UIQ �UIl1[]" ��� `�_��'°`"°'°�" SERIES 100 OVERVIEW,ON FLASHED o�a+Ecros,a:aa,oS.F�, ,�aaro, DRAFTER D Ryan S100 D01 F Pb MIomuottIng��4c o� � a<,�M� DATE ® L-FEET APPROVED BY SNAPNRACK SERIES 100 RACKING SYSTEM TYPICAL ROOF LAYOUT REVISION NOTES: - -STANDARD LAG BOLT SPEC ASSUMES - 5/16" LAG BOLTS WITH 2.5" EMBEDMENT IN ROOF STRUCTURAL MEMBERS/RAFTERS -TORQUE ALL 159' HARDWARE TO THE FOLLOWING: ROOF RAFTERS OR -SILVER S.S. 10-16 FT-LBS STRUCTURAL MEMBERS -BLACK S.S. 7-9 FT-LBS RAIL CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE 00 DOWNSLOPE) -FOR UNEVEN ROOF SURFACES, USE �� SNAPNRACK MODULE UP TO TWO LEVELING SPACERS PER L MID CLAMPS MODULE OVERHANG FOOT OR STANDOFF. SEE DRAWING // (NOT TO EXCEED 300 "STANDARD RAIL LEVELING" FOR �� OR MANUFACTURER'S DETAILS AND LIMITATIONS /// / RECOMMENDATIONS) MODULE OVERHANG STANDOFFS ARE BOLTED Ly/ INTO ROOF RAFTERS OR // / STRUCTURAL MEMBER LL // y// // / "RAIL SPAN" DISTANCE BETWEEN I / /// / ROOF ATTACHMENTS LI / LL/ "RAIL END OEERHANQ'(NOT TO EXCEED ® OF ACCEPTABLE RAIL SPAN) MAINSTREAM I�JENERGY CORP DESIGNER G McPheeters SCALE DNS PART NUMBER DESCRIPTION REV o��EE Qg_ = �aro "°'" DRAFTER D Ryan S100 D05 SERIES 100 TYPICAL LAYOUT F DATE pv GAl®umna ftou= APPROVED BY 120113 NOTES: REVISION -5/16" LAG BOLTS MUST EMBED — 2.5"INTO ROOF STRUCTURAL MEMBERS/RAFTERS STEP 3: PLACE L FOOT — -TORQUE ALL 5/16" HARDWARE TO ON TOP OF FLASHING — SNAPNRACK THE FOLLOWING: AND TIGHTEN NUT COMPOSITION L FOOT -SILVER S.S. 10-16 FT-LBS CAN BE MOUNTED IN -BLACK S.S. 7-9 FT-LBS ANY ORIENTATION S.S. FLANGE NUT AILS CAN MOUNT TO EITHER SIDE STEP 2: SLIP FLASHING OVER - R L FOOT BASE AND UNDER ROW 3g X 1"(OR 1.25") OF L FOOT(UPSLOPE VS DOWNSLOPE) OF SHINGLES ABOVE SNAPNRACK S.S. BOLT AND CHANNEL NUT SPLIT WASHER O "S.S. LAG SCREW ® WITH FLAT WASHER SNAPNRACK 2.5" MINIMUM EMBEDMENT STANDARD RAIL IS STANDARD SNAPNRACK COMPOSITION ROOF FLASHING STEP 1: BOLT L FOOT BASE TO ROOF WITH LAG BOLT SNAPNRACK L FOOT BASE ROOF DECKING TYP. 0 ROOF DECKING TYP. FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING" COMPLETED INSTALLATION RAFTER TYP. ����^ n���n nMAINSTREAM ENERGY CORP DESIGNER G McPheeters SCALE DNS PART NUMBER DESCRIPTION REV �lJ�\��J� �Ifllll� O"E(M)—'0'•f^�(°°')""° DRAFTER D Ryan S100 PEN D01 PEN DETAIL 01,FLASHED L FOOT TO pb H ��QOo �•=g a �_�.�w APPROVED BY DATE 120113 RAFTER