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BSOL2016-0021
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 `&'r44Q" COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BSOL2016-0021 Property Address: 43476 CALLE ESPADA APN: 609620046 Application Description: ROBERT / 9.8kW PV SYSTEM WITH 225A SERVICE UPGRADE Property Zoning: Application Valuation: $22,500.00 Applicant: T A K ELECTRIC INC 1654 ILLINOIS AVENUE STE 18 PERRIS, CA 92571 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C10 License No.: 947912 Date: �`? / tD Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Na Lender's Address: 08 VOICE (760) 777-7125 //j�y'AX (760) 777-7011 AFI ,IN 7601777-7153 Owner: \\ ROBERT LIVON CD��Gy Q 43476 CALLE ESPADA �Y LA QUINTA, CA 92253 O�> �OJ6 O�A99T� Contractor: FyT T A K ELECTRIC INC 1654 ILLINOIS AVENUE STE 18 PERRIS, CA 92571 (951)970-3150 LIC. No.: 947912 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy Number: _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. A l� Date: ✓ I'Applicant WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced'within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city o enter upon the above-mentioned property for inspection purposes. Date: '� Signature (Applicant or Agent): FINANCIAL .• DESCRIPTION ACCOUNT /, QTY AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00. 3/23/16 PAID BY - METHOD RECEIPT # CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17. $24.17 3/23/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0' $24.17 $24.17 3/23/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $48.34 $48.34 3/23/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PV SYSTEM - MISC EQUIPMENT PC 101-0000-42600 0 $48.34 $48.34 3/23/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SERVICES 101-0000-42403 0 $24.17 $24.17 3/23/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SERVICES PC 101-0000-42600 0 $12.09 $12.09 3/23/16 PAID BY METHOD RECEIPT # CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA Total Paid for ELECTRICAL: $181.28 $181.28 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 3/23/16 PAID BY METHOD RECEIPT # 'CHECK # CLTD BY T A K ELECTRIC INC CHECK R14133 50452 MFA Total Paid for PERMIT ISSUANCE: $91.85 $91.85 Description: ROBERT / 9.8kW PV SYSTEM WITH 225A SERVICE UPGRADE Type: SOLAR Subtype: Status: ISSUED Applied: 2/3/2016 RSE Approved: 3/17/2016 AOR Parcel No: 609620046 Site Address: 43476 CALLE ESPADA LA QUINTA,CA 92253 Subdivision: TR 29323-3 Block: Lot: 40 Issued: 3/23/2016 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $22,500.00 Occupancy Type: Construction Type: Expired: 9/19/2016 MFA No. Buildings: 0 No. Stories: 0 No. Unites: 0 E-MAIL Details: 9.8kW SOLAR ARRAY - (45) 25OW TRINA SOLAR PANELS, (2) ABB PVI (3.8 & 6000) INVERTERS, PLUS (1) 100 AMP SUBPANEL AND 225A SERVICE PANEL UPGRADE [810SF] 2013 CALIFORNIA ELECTRICAL CODE. __j Applied to Approved Approved to Issued ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE.' STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL AJ ORTEGA 2/10/2016 2/10/2016 CORRECTIONS AND REDLINES SENT VIA EMAIL TO APPLICANT PER REQUEST FROM APPLICANT VIA TELEPHONE CALL. E-MAIL AJ ORTEGA 3/17/2016 3/17/2016 EMAIL SENT TO (PERMITTING@TAK-ELECTRICAL.COM) THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE. PLAN CHECK PICKED*UP STEPHANIE KHATAMI 2/23/2016 2/23/2016 CRISSY MIRABELLA PLAN CHECK PICKED UP STEPHANIE KHATAMI 2/23/2016 2/23/2016 CRISSY MIRABELLA PLAN CHECK SUBMITTAL RAMSES SEVILLA 3/8/2016 3/8/2016 RECEIVED CONDITIONS Printed: Wednesday, March 23, 2016 12:26:23 PM 1 of 3 CN? SYSTEiv1S INSPECTIONS Printed: Wednesday, March 23, 2016 12:26:23 PM 2 of 3 CN? SYSTE1v1S CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT T A K ELECTRIC INC 1654 ILLINOIS AVENUE STE 18 PERRIS CA 92571 PERMITTING@TAK- ELECTRICAL.COM CONTRACTOR T A K ELECTRIC INC 1654 ILLINOIS AVENUE STE 18 PERRIS CA 92571 OWNER ROBERT LIVON 43476 CALLE ESPADA LA QUINTA CA 92253 • FINANCIAL•• DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0' $1.00 $1.00 3/23/16 R14133 50452 CHECK T A K ELECTRIC INC MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 $1.00 PV SYSTEM -ARRAY, FIRST 20 101-0000-42403 0 $24.17 $24.17 3/23/16 R14133 50452 CHECK T A K ELECTRIC INC MFA PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 3/23/16 R14133 50452 CHECK T A K ELECTRIC INC MFA PV SYSTEM - MISC EQUIPMENT 101-0000-42403 0 $48.34 $48.34 3/23/16 R14133 SO452 CHECK T A K ELECTRIC INC MFA PV SYSTEM -MISC EQUIPMENT PC 101-0000-42600 0 $48.34 $48.34 3/23/16 R14133 50452 CHECK T A K ELECTRIC INC MFA SERVICES 101-0000-42403. 0 $24.17 $24.17 3/23/16 R14133 SO452 CHECK T A K ELECTRIC INC MFA SERVICES PC 101-0000-42600 0 $12.09 $12.09 3/23/16 R14133 50452 CHECK T A K ELECTRIC INC MFA Total Paid for ELECTRICAL: $181.28 $181.28 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $91.85 3/23/16 R14133 50452 CHECK T A K ELECTRIC INC MFA Total Paid for PERMIT ISSUANCE: TOTALS: $91.85 $274.13 $91.85 $274.13 INSPECTIONS Printed: Wednesday, March 23, 2016 12:26:23 PM 2 of 3 CN? SYSTE1v1S PARENT PROJECTS ATTACHMENTS RETURNED STATUS REMARKSDATE Attachment Type REVIEW TYPE REVIEWER' SENT DATE DUE DATE SUBDIR ETRAKIT ENABLED NOTES BSOL2016-0021- 1ST DOC 1ST BLDG NS (1 WK) AJ ORTEGA 2/3/2016 2/10/2016 2/10/2016 REVISIONS REQUIRED SEE ATTACHED CORRECTIONS LIST 2ND BLDG NS (1 AJ ORTEGA 3/8/2016 3/1S/2016 3/17/2016 APPROVED WK) (REDLINED).pdf Printed: Wednesday, March 23, 2016 12:26:23 PM 3 of 3 C SYS7Eti1S ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BSOL2016-0021- 1ST DOC 2/10/2016 AJ ORTEGA 1ST REVIEW SOLAR REVIEW SOLAR PLAN '0 PLAN (REDLINED).pdf (REDLINED).pdf BSOL2016-0021-IST DOC 2/10/2016 AJ ORTEGA 1ST REVIEW REVIEW 0 CORRECTIONS CORRECTIONS.pdf Printed: Wednesday, March 23, 2016 12:26:23 PM 3 of 3 C SYS7Eti1S Bin ## City of La Quinta Buifding & Safety Division 78 495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 2� Building Permit Application and Tracking Sheet Permit # g S©L2©j O Project Address:Owner's Name: A. P. Number:Loq �J Address:. Co Legal Description: City, ST, Zip: ,Ouk g2,25!) Contractor: Tele hone: ' T T .Address:AVO Project Description: � 'A' City, ST,•Zip:fea (S C/'1 2- S S hone: Telephone: 3 3S .......... 5 Kw • State Lic. #7q City Lic. #; �j. Arch Gn r. esigner:peg Address: 3 / City., ST, Zip: Telephone: Nc) . �6SJ.--()L,3 ;;, :. Construction Type: Occupancy: Lic. #•S New Add'n Alter Repairair Demo Project type (circle one): Name of Contact Person: ' 1 Sq. Ft.: # Stories: # Units: # of Contact Person: �2 672,5 5 Estimated Value of Project• 500 /Telephone C(&Z(4QAP,PL CANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan. Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit Truss Cales. Called Contact Person Plan Check. Balance. Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontaetor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. 1i.0.A. Approval Plans resubmitted Grading IN HOUSE:- ''d. Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees, Total Permit Fees I— COMMUNITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO fi LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 RE$jHENTTA 9PLAN CHECK CORRECTION LIST (SOLAR) DATE ': FEBRUA ��0� 6� :* _ ---TV-,�, (STATUS:_ FIE-VEWPMENT SAN CHECKED BY: ORTEgA* PHONE NUMBER: (760) 777-7018 ADDRESS: 43-476 CALLE ESPADA DESCRIPTION: PV SOLAR SYSTEM APPLICANT: TAK ELECTRICAL PLAN CHECK #: BSOL2016-0021 This submittal has been checked for compliance with the 2013 California Building Codes and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: 1- SOLAR (REDLINED) PLAN 2- UNMARKED PLAN SET 2- STRUCTURAL CALCULATIONS I - CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the - following items are included: 1- SOLAR (REDLINED) PLAN 1- CORRECTION LIST w/responses 2- REVISED PLAN SETS 2- STRUCTURAL CALCULATIONS 1- ASSESSORS SITENLOOR PLAN. INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer-, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses; and all documents listed above with your. resubm ittal. Residential Plan Check Correction List (SOLAR) Page 1 of 3 SECTION A - GENERAL 1) Provide.a Vicinity Map (with north arrow covering at least a two -block area) and a Complete Legal Description on the first sheet of Plans. 2) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. if the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code'5536. Resubmittals will not be accepted with signatures missing. SECTION B — SOLAR r I. General 1) Reconcile noted information shown on single line diagram. See I" review redlined plan. Please provide a response for each item, either on returned redlined plan or in letter. H. Circuit Requirements 1) Circuit conductors shall be sized to carry the large of 125% of the maximum currents calculated in 690.8(A) without any additional correction factors for conditions of use or 100% of the maximum current after conditions of use have been applied. (CEC §690.8(B)(1)) Size/derate the conductor and not the current, see example on 1s' review redlined plan. III. Disconnecting Means 1) No corrections apply. IV. Wiring Methods 1) No corrections apply. V. Grounding 1) No Corrections Apply. VI. Marking, Connection to Other Sources, Storage Batteries and Systems Over 600 Volts 1) Where distribution equipment including switchboards and panelboards are fed simultaneously by a primary source of electricity and one or more utility -interactive inverts, and where this distribution equipment is capable of supplying multiple branch circuits or feeders or both, the interconnection provisions of CEC Section 705.12(D)(1) through (13)(7) shall apply. This requirement applies to the proposed sub -panel busbar rating, revise plan accordingly. SECTION C - FIRE 1) No corrections apply. SECTION D - STRUCTURAL 1) No corrections apply. Residential Plan Check Correction List (SOLAR) Page 2 of 3 i' City of La Quinta SECTION E - MISCELLANEOUS COMMENTS 1) Red marks.on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office. While not required for resubmittal, this administrative item must be addressed prior to issuance of.building permit. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 3 of 3 2/26/2016 Dear City of La Quinta, These corrections are for the comments issued for 43476 Calle Espada, Plan Check # BSOL2016-0021 1 Provide a Vicinity Map (with north arrow and covering at least a two -block area) and a Complete ~' Legal Description on the first sheet of Plans. Response: See (1) on PV0.0 2 Provide on each sheet of resubmitted plans and cover sheet of bound calculations the preparer's name and telephone number and wet signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his / her stamp as prescribed by California Business and Professionals Code 5536. Resubmittals will not be accepted with signatures missing. Response: Name/ Number/ Wet Signature or Engineering Stamp in included on each page of plans 3 Reconcile noted information shown on single line diagram. See 15t review redlined plan. Please provide a response for each item, either on returned redlined plan or in letter. Response: See (2) and (3) on PV3.0 4 Circuit conductors shall be sized to carry the larger of 125% of the maximum currents calculated in 690.8(A) without any additional correction factors of use or 100% of the maximum current after conditions of use have been applied. (CEC 690.8(B)(1)). Size / derate the conductor and not the current, see example on 15t review redlined plan Response: See (2) on PV3.0 , 5 Where distribution equipment including switchboards and panelboards are fed'simultaneously by a primary source of electricity and one or more utility interactive inverters, and where this distribution equipment is capable of supplying multiple branch circuits or feeders or both; the interconnection provision of CEC Section 705.12(D)(1) through (D)(7) shall apply. This requirement applies to the proposed sub -panel busbar rating, revise plan accordingly. Response: See (3) on PV3.0 6 Red marks on plans, even if not specifically mentioned in this list, Indic t items needing correction. Revise plans as necessary and provide written response, noting whiorrecto:n'can%d' ±�afa Response: All items have been addressed. 00k C17111, U, 7 Provide one copy each of the Site Plan and Floor Plan for the County Assessor's office. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. Response: Site Plan and Floor Plan will be provided. Regards, Michael Solis Design and Engineering Specialist msolis@sungevity.com 510-740-2747 sunGEVITY® - RECEIVED GENERATE POSITIVE" FEB 0 3 2016 January 25, 2016 CITY OF,'A, IPITq Subject: Structural Certification for Installation of Solar PanelsM�U�I�UEVELOPMENT Job #: 2376198 Client: Livon Address: 43476 Calle Espada, La Quinta, CA 92253 To Whom It May Concern, A field observation and design check of the subject property was conducted to determine the suitability of the existing roof structure to support the installation of solar panels. From the field observation of the property, the existing roof structure was observed as follows: The existing roof structure consists of flat concrete tiles over plywood sheathing that is supported by 2x4 roof trusses spaced at 24" on center. The top chords of the trusses are sloped at approximately 20 degrees and have a maximum projected horizontal span of 2'-11" at Array 1, 4'-2" at Array 2 and 7'-6" at Array 3 between truss web members. Utilizing the information determined from the field observation, the a / N`_�r structural calculations have been prepared for the subject property o a� 0 with the following design criteria: • Applicable Codes: 2013 CBC, ASCE 7-10 and 2 11Nd' • Basic Wind Speed = 110 mph PpP NS�� • Exposure Category = C Fo%� As a result of the completed field observation and design ch ocertcapacity of the existing roof structure that directly supports thdue to the installation of solar panel supports and modules hasand determined to meet or exceed the requirements of the 201 Building Code. Please feel free to contact me at (510) 496-4422 with any further questions or concerns regarding this project. Sincerely, Q?,pFESSICN p,KIKO ',u� C78151. m� Janyce Spencer, PE CIVI%- �P 66 Franklin Street, Suite 310 p 510.496.5500 9TFOFCA11F 866.SUN.4ALL Oakland, CA 94607 USA f 510.496.5501 www.sungevity.com sunGEVITYO GENERATE POSITIVE" Structural Calculations for the Solar Panel Addition at The Livon Residence 43476 Calle Espada, La Quinta, CA 92253 January 25, 2016 Date Signed 66 Franklin Street, Suite 310 p 510.496.5500 Oakland, CA 94607 USA f 510.496.5501 866.SUN.4ALL www.sungevity.com Client: Livon Sheet No. S U n G E V I T Y® Sungeviry #: 2376198 GENERATE POSITIVE" Date: 1/25/2016 1 GRAVITY LOADS Roof Angle = 20 degrees (Rooftive toad is not required in areas covered by Pl/array) Concrete Tiles 10 2.8 Plywood 2 2.8 2x4 Nominal Rafters @ 24 in D.C. 0.73 p Vaulted Ceiling 0 of Misc. 1.27 a Total Dead Load (psf) = 14.00 2.7 Total Adjusted Dead Load (pso = 14.90 2.7 Total Live Load (pso = 20 (Rooftive toad is not required in areas covered by Pl/array) Photovoltaic System (psf) 2.8 2.8 2.8 1.09 Standoff Trib Width in X -direction (ft) 2 4 6 a Standoff Trib Width in Y -direction (ft) 2.7 2.7 2.7 w Standoff Tributary Area (ft) 5.4 10.8 16.2 17 Point Load of Standoff (lbs) = 16 31 46 Stucco (7/8") 10 U) 2x4 Studs @ 16" D.C. 1.09 Q 5/8" Plywood 2 Insulation 1 Gypsum Board 2.5 w Misc. 0.41 Total Dead Load (psf) = 17 Gypsum Board 2.5 J 2x4 Studs @ 16" D.C. 1.09 Q Insulation 1 Gypsum Board 2.5 ? Misc. 0.91 Total Dead Load (psf) = 8 sunGEVITY" GENERATE POSITIVE" WIND CALCULATIONS Per ASCE 7-10 Components and Cladding Design Input: Risk Category = II Wind Speed, V = 110 mph Exposure Category = C Roof Slope = 20 degrees Mean Roof Height = 15 ft Building Least Width = 66 ft Effective Wind Area = 17.5 ft2 Velocity Pressure: LoE qh = 0.00256 KZ KZt Kd V2 KZ = 0.85 KZt = 1.0 Kd = 0.85 V = 110 mph qh-nominal = 22.38 psf qh-design = 13.43 psf Client: Livon Sheet No. Sungevity #: 2376198 Date: 1/25/2016 2 Figure 26.5-1A Section 26.7.3 (Area of one 64.57" x 39.06" module) Table 30.3-1 Section 26.8.2 Table 26.6-1 See above Nominal (unfactored) uplift Design (factored) uplift based on allowable stress design basic load combination #5 = D+0.6W d at Standoffs: Uplift Zone 1 uplift Zone 2 Uplift Zone 3 Downward Zones 1-3 GCp = -0.85 -1.45 -2.3 0.45 Wind Pressure p = ghaesign*(GCp), (psf) = -11.41 -19.47 -30.88 6.04 Standoff Spacing in X -direction (ft) = 6 6 6 1 6 Standoff Spacing in Y -direction (ft) = 2.7 2.7 2.7 2.7 Tributary Area (ft2) = 16.2 16.2 16.2 16.2 Load at Standoffs lbs = -185 -316 -501 98 Maximum Standoff Uplift = -501 lbs Standoff Uplift Capacity = 732 lbs D/C = 0.684[_Standoff Okay Fastener Capacity Check: Fastener = 5/16" diameter lag screw Number of Fasteners = 2 Min. Embedment Depth = 1.5 in Wood Species = Douglas Fir Larch Specific Gravity, G = 0.5 Per 2012 NDS Table 11.3.3A Withdrawl Capacity Per Inch = 266 lbs/in Per 2012 NDS Table 11.2A Load Duration Factor, CD = 1.6 Per 2012 NDS Table 2.3.2 Fasteners Capacity = 1276 lbs D/C = 0.39L Fasteners Okay on S U n G E V I T YO Client: 2376 sungevity #: 2376198 GENERATE POSITIVE" nate: 1/25/2016 Existing Structure Check Per 2012 IBC Chapter 34, Section 3403.4 Weight of Existing Building Weight of PV System Comparison Check Assuming W-0" Wall Height Assuming W-0" Wall Height 10% of Existing Weight of Building (Allowed) = 13,501 lbs Total Weight of PV System (Actual) = 2,205 lbs % Increase = 1.6% Seismic Upgrade is Not Necessary Sheet No. Weight (psf) Area (ft) Weight (lbs) Roof DL 14.90 5006 74,577 Z Ceiling DL 6 5006 30,036 N Exterior Walls 17 1216 20,672 Interior Walls 8 1216 9,728 W Total Existing Weight of Building =1 135,013 Weight of PV System Comparison Check Assuming W-0" Wall Height Assuming W-0" Wall Height 10% of Existing Weight of Building (Allowed) = 13,501 lbs Total Weight of PV System (Actual) = 2,205 lbs % Increase = 1.6% Seismic Upgrade is Not Necessary Sheet No. �" F 0 R T E s MEMBER REPORT Roof, Roof 1- Array 1 PASSED 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2 @ 24" OC Overall Sloped Length: 13'5/8" 4.37 1 6' 2'10* 2'11" 2'11' 4 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual (d Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 191 @ 1' 7 3/4" 2375 (3.50") Passed (8%) 1.0 D + 1.0 Lr (Adj Spans) Shear (lbs) 195 @ 2'3" 1008 Passed (19%) 1.60 0.6 D + 1.0 W (uplift) (Alt Spans) Moment (Ft -lbs) -138 @ 2' 3" 634 Passed (22%) 1.60 0.6 D + 1.0 W (uplift) (Alt Spans) Load Defl.(in) 0.045 @ 0 0.200 Passed (21-/944) D + 0.75 W + 0.75 L + 0.75 Lr 1.Live 3 - Beveled Plate - SPF 3.50" 3.50" 1.50" Ad� Spans) (A Total Load Defl.(in) 0.054 @ 0 0.234 Passed (2L/784) 1.0 D + 0.75 W + 0.75 L + 0.75 Lr 3.50" 3.50" 1.50" 95 Adi Spans) • Deflection criteria: LL (1./240) and TL (L/180). Overhang deflection criteda: LL (0.2") and TL (2L/180). Bracing (Lu): All compression edges (top and bottom) must be braced at 12' 113/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% Increase in the moment capacity has been added to account for repetitive member usage. -227 lbs uplift at support 4' 4". Strapping or other restraint may be required. -237 lbs uplift at support 7' 3". Strapping or other restraint may be required. Applicable calculations are based on NDS. Supports Total Bearing Length Available Required Dead Loads to Supports (Ibs) Roof Wind Live Total Accessories 1- Beveled Plate - SPF 3.50" 3.50" 1.50" 129 62 16/-232 207/-232 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50" 129 -28 -305 129/-333 None 3 - Beveled Plate - SPF 3.50" 3.50" 1.50" 174 11 -342 185/-342 None 4 - Beveled Plate - SPF 3.50" 3.50" 1.50" 95 80 28/-105 203/-105 None 5 - Beveled Plate - SPF 3.50" 3.50" 1.50" 1 19 39 26/-8 84/-8 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Location Spacing Dead (0.90) Roof Live (non-snow:1.25) Wind (1.60) Comments 1 - Uniform (PSF) 0 to 12'2" 24" 14.0 - - Roof 2 - Uniform (PSF) 0 to 1' 24" - 20.0 - Roof 3 - Uniform (PSF) 9' 2" to 12' 2" 24" - 20.0 - Roof 4 - Point (lb) 2' 3" N/A 46 - -316 5 - Point (lb) 4-10" N/A 46 -185 6 - Point (lb) 6' ]0" N/A 46 -185 7 - Point (lb) 8' 5" N/A 46 -185 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blacks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and!or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.corn/services/s_CodeReports.aspx. product application, input design loads, dimensions and support information have been provided by ]Spencer Forte Software Operator Job Notes Janyce Spencer Livon Residence Sungevily 43476 Calle Espada (510) 4964422 La Ouinta, CA 92253 jaspencer@sungavity.com System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 4.37/12 T SUSTAINABLE FORESTRY INITIATIVE 1/25/2016 11:33:57 AM Forte v5.0, Design Engine: V6.4.0.40 LIVON —1.4TE Page 1 of 1 F 0 R T E® MEMBER REPORT Roof, Roof 2- Array 2 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2 @ 24" OC Overall Sloped Length: 13'8 1/8" 2 ; 4.37 E L 1-6- 4'4" 3.11. 3' 0 0 K 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual (@ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 251 @ 9'9" 2375 (3.50") Passed (11%) 1.0 D + 0.75 W + 0.75 L + 0.75 Lr 1.50" 134 94 15/-107 Ad' S ans Shear (lbs) 207 @ 9'3" 1008 Passed (21%) 1.60 0.6 D + 1.0 W (uplift) (Alt Spans) Moment (Ft -lbs) -81 @ 5' 10" 357 Passed (23%) 0.90 1.0 D (All Spans) Live Load Defl.(in) 0.072 @ 0 0.200 Passed (2L/582) 1.0 D + 0.75 W + 0.75 L + 0.75 Lr 61 40/-305 276/-305 None Ad' S ans Total Load Dell. (in) 0.064 @ 0 0.234 Passed (2L/652) + __ 1.0 D 0.75 W + 0.75 L + 0.75 Lr 38/-30 124/-30 Blocking 7' 10" Ad� S ans • Deflection criteria: LL (L/240) and TL (L/180). Overhang deflection criteria: LL (0.2") and TL (2L/180). Bracing (Lu): All compression edges (top and bottom) must be braced at 13' 6 13/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% Increase in the moment capacity has been added to account for repetitive member usage. -275 lbs uplift at support 5' 10". Strapping or other restraint may be required. -200 lbs uplift at support 9' 9". Strapping or other restraint may be required. Applicable calculations are based on NDS. Supports Total Bearing Length I Available Required Dead Loads to Supports (Ibs) Roof Wind Live Total Accessories 1 - Beveled Plate - SPF 3.50" 3.50" 1.50" 134 94 15/-107 243/-107 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50" 226 -27 -411 226/-438 None 3 - Beveled Plate - SPF 3.50" 3.50" 1.50" 175 61 40/-305 276/-305 None 4 - Beveled Plate - SPF 3.50" 3.50" 1.50" 29 57 38/-30 124/-30 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Loads Location Spacing Dead (0.90) Roof Live (nonanow:1.25) Wind (1.60) Comments 1 - Uniform (PSF) 0 to 12' 9" 24" 14.0 - Roof 2 - Uniform (PSF) 0 to 1' 11" 24" - 20.0 - Roof 3 - Uniform (PSF) 10' 1" to 12'9" 24" - 20.0 - Roof 4 - Point (lb) 3' 2" N/A 46 -185 5 - Point (lb) 5' 7" N/A 46 -185 6 - Point (lb) 7' 10" N/A 46 - -185 7 - Point (lb) 9' 3" N/A 46 - -185 Notes Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and!or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.coMservices/s_CodeReports.aspx. product application, input design loads, dimensions and support information have been provided by ]Spencer Forte Software Operator Job Notes Janyce Spencer Liven Residence Sungevily 43476 Calle Espada (510) 496-4422 La Quinta, CA 92253 jaspencer@sungevity.com PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 4.37/12 7 SUSTAINABLE FORESTRY INITIATIVE 1/25/2016 11:33:26 AM Forte v5.0, Design Engine: V6.4.0.40 LIVON —1.4TE Page 1 of 1 FF 0 R T E" MEMBER REPORT Roof, Roof 3- Array 3 1 piece(s) 2 x 4 Douglas Fir -Larch No. 2 @ 24" OC Overall Sloped Length: 26'4 5/16" 12 4.371E] ' 3 6'8' T6' 7'6' 0 a a a All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual ® Location Allowed Result I LDF Load: Combination (Pattern) Member Reaction (Ibs) 460 @ 3' 13/4" 2375 (3.50") Passed (19%) -- 1.0 D + 1.0 Lr (All Spans) Shear (Ibs) 196 @ 17' 7 1/16" 567 Passed (35%) 0.90 1.0 D (All Spans) Moment (Ft-Ibs) -277 @ 172" 357 Passed (78%) 0.90 1.0 D (All Spans) Live Load Defl.(in) 0.299 @ 0 0.335 Passed (2L/268) 1.0 D + 0.75 W + 0.75 L + 0.75 Lr 3 - Beveled Plate - SPF 3.50" 3.50" 1.50" Adi Spans) Total Load Dell. (in) 0.443 @ 0 0.446 Passed (2L/182) 1.0 D + 0.75 W + 0.75 L + 0.75 Lr 3.50" 3.50" 1.50" 107 Ad, Sp ans Deflection criteria: LL (L/240) and TL (L/180). Overhang deflection criteria: LL (2L/240) and TL (2L/180). Bracing (Lu): All compression edges (top and bottom) must be braced at 13' 5 1/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15% increase In the moment capacity has been added to account for repetitive member usage. -324 Ibs uplift at support 9' 8". Strapping or other restraint may be required. -357 Ibs uplift at support 17' 2". Strapping or other restraint may be required. Applicable calculations are based on NDS. Supports Total Bearing Length Available Required Dead Loads to Supports (Ibs) Roof Wind Live Total Accessories 1- Beveled Plate - SPF 3.50" 3.50" 1.50" 199 261 35/-41 495/-41 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.50" 308 31/-23 -509 339/-532 None 3 - Beveled Plate - SPF 3.50" 3.50" 1.50" 398 29 -595 427/-595 None 4 - Beveled Plate - SPF 3.50" 3.50" 1.50" 107 85 29/-94 221/-94 1 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Loads Location Spacing Dead (0.90) Roof Live (n"n snow: >.ss) Wind (1.60) Comments 1 - Uniform (PSF) 0 to 24'8" 24" 14.0 - - Roof 2 - Uniform (PSF) 0 to 6'9" 24" - 20.0 Roof 3 - Uniform (PSF) 22' 1" to 24'8" 24" - 20.0 Roof 4 - Point (lb) 8' N/A 46 - -185 5 - Point (lb) 10' 6" N/A 46 - -185 6 - Point (lb) 13' 1" N/A 46 - -185 7 - Point (lb) 1S 8" N/A 46 - -185 8 - Point (lb) 18' 3" N/A 46 - -185 9 - Point (lb) 20' 10" N/A 46 -185 Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation Is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.corn/services/s_CodeReports.aspx. product application, Input design loads, dimensions and support Information have been provided by JSpencer Forte Software Operator Job Notes Janyce Spencer Livon Residence Sungevity 43476 Calle Espada (510) 496-4422 La Ouinla, CA 92253 jaspencer@sungevity.com PASSED System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 4.37/12 4 SUSTAINABLE FORESTRY INITIATIVE 1/25/2016 11:33:05 AM Forte v5.0, Design Engine: V6.4.0.40 LIVON —1.4TE Page 1 of 1 I / 1 2 PHOTOVOLTAIC SYSTEM CVCTC1111 1�17G. AC / DC kW STC: 9.878kW \ 11.25kW EQUIPMENT: A PV MODULES: (45) Trina Solar TSM -250 PD05.05 INVERTER(S): (1) ABB PVI-6000-OUTD US A B C SCOPE OF WORK: INSTALLATION OF A SAFE AND CODE -COMPLIANT GRID -TIED SOLAR PV SYSTEM ON AN EXISTING APN : 609620046 RECORDED BOOK/ PAGE: MB 355/1 SUBDIVISION NAME: TR 29323-3 LOT / PARCEL: 40 BLOCK: N/A TRACT NUMBER: 29323 CITY OFIA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION ot/$Ad jqj b�bAl�, S Lq�T�- GENEFkATE POSITIVE - VICINITY MAP N SCALE: N.T.S. SUNGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 3 4 NOTE: PHOTOVOLTAIC SYSTEM CONDUCTORS SHALL BE IDENTIFIED AND GROUPED. THE MEANS OF IDENTIFICATION SHALL BE PERMITTED BY SEPARATE COLOR CODING, MARKING TAPE, TAGGING, OR OTHER APPROVED MEANS. THE MEANS OF GROUPING SHALL BE WIRE TIES OR SIMILAR MEANS AT LEAST ONCE, AND THEN AT INTERVALS NOT TO EXCEED SIX (6) FEET. PHOTOVOLTAIC EQUIPMENT AND SYSTEMS AND ALL ASSOCIATED WIRING AND INTERCONNECTIONS SHALL BE INSTALLED ONLY BY QUALIFIED PERSONS. L0%, Lj1 l00 Ar- 7p0�r S3'i0+r�.6 PV MODULES ( 45) TRINA SOLAR TSM-250PD05.05 0.250 KW (DC STC RATING) 0.228 KW (AC CEC RATING) (N) INVERTER ABB PVI-3.8-OUTD-S-US-A (240V), 420OW (N) INVERTER ABB PVI-6000-OUTD-US-A (240V), 6000W T.A.K. ci.SLk SPA C� X0'0 (N) AC DISCONNECT y CUTLER -HAMMER DG222URB, 60A X00 �e E) GATE Electric inc. #947912 C-10 i 1 X970-3150 ROOF MOUNTED CONDUIT (TYP.) EXISTING METER NO. 1 B4SR-134999 PROPOSED BI-DIRECTIONAL METER # - (N) MAIN SERVICE PANEL 225A, 3-W 120/240V, 1 PHASE 22kAIC SITE PLAN 5 SHEETINDEX PV0.0 COVER AND SI N ---- PROPERTY LINE ROBERT LIVON PV1.0 GENERAL N PV2.0 & 2.1 ARRAY LAYOU FENCE Q DC DISCONNECT (760) 772-3777 / #2376198 PV3.0 LINE DIAGR/jWmmww STRUCTURAL A PV4.0 LABELS PV5.0 DIRECTORY KEY: CUSTOMER INFORMATION: ---- PROPERTY LINE ROBERT LIVON - -•- CONDUIT RUN Q INVERTER 43476 CALLE ESPADA DRIVEWAY SUBPANEL LA QUINTA, CA 92253 FENCE Q DC DISCONNECT (760) 772-3777 / #2376198 FIRE CLEARANCE AC DISCONNECT STRUCTURAL UPGRADES �, „ JUNCTION BOX ❑❑ O SOLAR MODULE 0 MONITORING UNIT 0 MAIN SERVICE PANEL 0 COMBINER BOX 0 UTILITY METER ❑ ROOF Q PV METER OBSTRUCTION APPLICABLE CODES: 2013 CEC (BASED ON 2011 NEC) 2013 CBC 2013 CRC 2013 CPC 2013 CMC 2013 CFC LOCAL AMENDMENTS TO CA CODES CONTRACTOR INFORMATION: B TAK ELECTRIC INLAND EMPIRE 1654 ILLINOIS AVE. SUITE #18 PERRIS, CA 92571 JURISDICTIONAL INFORMATION: LA QUINTA, CITY OF 78-495 CALLE TAMPICO LA QUINTA, CA 92253 NOTES TO INSTALLER: Amw FOR INSTALLER USE ONLY -4 POST INSTALL SUN EYES REQUIRED? til I CERTIFY THAT NO CHANGES HAVE BEEN MADE TO THE ARRAY LAYOUT: \ CUSTOMER INFORMATION: ROBERT LIVON 43476 CALLE ESPADA LA QUINTA, CA 92253 (760) 772-3777 / #2376198 N SCALE: 1/16" = V-0" DESIGNED BY:REV #: DATE: PRATIK.K 1 12/26/161"- Bv: MSOLIS Date:— Location: Liven - 2376198 SV 1 Sheet Size: 11x17 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT ,i FA GENERAL NOTES: GENERAL NOTES: N1. DRAWINGS ARE DIAGRAMMATIC ONLY. THE LOCATION AND ROUTING OF RACEWAYS SHALL BE DETERMINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED OR STANDARDIZED. N2. ALL EQUATIONS ACCOUNT FOR WORST CASE CONDITIONS. N3. IF A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES, OVERCURRENT PROTECTION, GROUNDING SYSTEMS, ETC. (ALL EQUIPMENT AND MATERIALS) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIALS AND SERVICES REQUIRED BY THE STRICTEST CONDITIONS IN THE SPECIFICATIONS OR NOTED ON THE PLANS TO ENSURE COMPLETE COMPLIANCE WITH ALL CODES AND TO ENSURE THE LONGEVITY AND SAFETY OF THE OPERABLE SYSTEM. N4. ALL OUTDOOR EQUIPMENT SHALL BE MIN. NEMA 313 RATED. N5. METAL CONDUIT AND ENCLOSURES SHALL BE USED WHERE PV SOURCE OR OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING. N6. MODULES SHALL NOT BE PLACED OVER ANY PLUMBING VENTS AND AT LEAST 6" ABOVE FLUSH VENTS. N7. THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH ANY AND ALL REQUIREMENTS GIVEN BY UTILITY COMPANIES. N8. FOR ADDITIONAL EQUIPMENT SPECIFICATIONS, SEE PROVIDED CUT SHEETS. N9. ALL LABELS AND MARKINGS SHALL BE ATTACHED ACCORDING TO REQUIREMENTS BY NEC AND THE LOCAL AHJ. THE AHJ MAY HAVE SPECIAL LABEL REQUIREMENTS BEYOND THE SCOPE OF THIS DOCUMENT. THIS MAY ENCOMPASS LANGUAGE INCLUDING, BUT NOT LIMITED TO, THAT FOUND IN NEC ARTICLES 690.5 (C), 690.14 (C)(2), 690.17, 690.53,690.35(F), 690.54, 690.64(B)(7) and 705.10 N10. INSTALLER TO FOLLOW ALL LOCAL JURISDICTION GUIDELINES. N11. ALL NEC REFERENCES SHALL BE DIRECTLY INTERCHANGEABLE WITH CEC REFERENCES. N12. IT IS ILLEGAL FOR ANYONE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFFESIONAL ENGINEER OR REGISTERED ARCHITECT TO ALTER ANY ITEMS ON THIS PLAN. N13. THE ENGINEER HAS NOT BEEN RETAINED FOR JOB SUPERVISION. STRUCTURAL NOTES: 51. MOUNTS ARE DIAGRAMMATIC AND EXACT LOCATION MAY CHANGE, BUT SHALL BE ACCURATELY SPACED. S2. MOUNTS SHALL BE STAGGERED WHEN NECESSARY TO EVENLY DISTRIBUTE LOAD AMONGST RAFTERS. S3. DO NOT SPLICE RAILS IN MIDDLE 50% OF SPAN BETWEEN TWO MOUNTS. sunGEVITY° GENERATE POSITIVE - a ELECTRICAL NOTES: E1. ALL EQUIPMENT IS LISTED FOR USE. E2. MAXIMUM VOLTAGE DOES NOT EXCEED 600VDC. E3. ANY EQUIPMENT OR ELECTRICAL MATERIALS USED FOR THIS INSTALLATION SHALL BE NEW AND LISTED BY RECOGNIZED ELECTRICAL TESTING LABORATORY. E4. AN INVERTER IN AN INTERACTIVE SOLAR PV SYSTEM SHALL AUTOMATICALLY DE -ENERGIZE ITS OUTPUT TO THE CONNECTED ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK UPON LOSS OF VOLTAGE IN THAT SYSTEM AND SHALL REMAIN IN THAT STATE UNTIL THE ELECTRICAL PRODUCTION AND DISTRIBUTION NETWORK VOLTAGE HAS BEEN RESTORED. E5. ALL PV ARRAYS SHALL BE EQUIPPED WITH DC GROUND FAULT PROTECTION. E6. ANY AC COMPONENT SHALL MEET OR EXCEED THE AVAILABLE FAULT CURRENT CALCULATED AT THAT COMPONENT. E7. ALL MODULES AND ANY RELATED ROOF MOUNTED METALLIC EQUIPMENT SHALL BE PROPERLY GROUNDED. E8. DC EQUIPMENT SHALL BE 60OVDC RATED MINIMUM. E9. MARKINGS SHALL BE PROVIDED TO INDICATE THAT ALL CONTACTS OF THE DISCONNECT EQUIPMENT MIGHT BE ENERGIZED. E10. CONDUIT RUNS SHALL BE PROVIDED WITH SUFFICIENT WEATHERPROOF PULL BOXES OR JUNCTION BOXES/COMBINER BOXES PER APPROPRIATE JURISDICTIONAL REQUIREMENTS. E11. FOR ANY UNGROUNDED PV SYSTEM, A LABEL READING: "WARNING - ELECTRICAL SHOCK HAZARD. THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED." SHALL BE PLACED AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE. E12. INVERTER(S) SHALL CONTAIN A GROUND FAULT DETECTION AND INTERRUPTION DEVICE. E13. ALL METALLIC RACEWAYS AND EQUIPMENT SHALL BE BONDED AND ELECTRICALLY CONTINUOUS. E14. THE POINT OF CONNECTION COMPLIES WITH APPLICABLE CEC/NEC. E15. BACKFED SOLAR BREAKER(S) SHALL BE INSTALLED AT THE OPPOSITE END OF THE CIRCUIT OR FURTHEST AWAY FROM THE MAIN BREAKER. E16. ALL WIRE, VOLTAGES, AMPERAGES AND EQUIPMENT IS SIZED ACCORDING TO TEMPERATURE DERATING AND LOCATION. E17. ONLY COPPER (CU) CONDUCTORS SHALL BE USED. CONDUCTORS SHALL BE STRANDED OR SOLID WITH PROPERLY RATED CONNECTORS. E18. DISCONNECT SHALL BE WIRED SO NO BLADES ARE ENERGIZED E19. ALL MODULES AND RACKING SHALL BE GROUNDED VIA IRON RIDGE RAIL INTEGRATED GROUNDING (PLEASE SEE DATA SHEET) OR WITH TIN PLATED DIRECT BURIAL RATED LAY IN LUGS USING STAINLESS STEEL HARDWARE, STAR WASHERS, AND THREAD FORMING BOLTS. E20. ALL EQUIPMENT SHALL BE GROUNDED, INCLUDING BONDING JUMPERS WHERE NECESSARY ACROSS RAIL SPLICE PLATES TO BOND INDIVIDUAL PIECES OF RAIL. :l CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA BY T.A.K. Electric inc. TAX CSLB #947912 C-10 (951) 970-3150 www-tak-electrica I.com SUNGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 Bv: MSOLIS Date: Location: Livon - 2376198 SV7 Sheet Size: 11x17 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT I L J y J 26'-1" 4 I I I I I I I I I I I I I I I I I I I I IROOF� 1 I �RRA(Y 1 I I --�--- -� --�-- -- I --�- I I I I I I I I I I I fi rt _Z1,11, I RI V'1Y LAYp U T 3 I I I I I I I I I TT� . 0 o , " 9'-6" I _ � ch I CITY OF LA QUINTA BUILDING &°�AFENDEPT. APS' �� /�® FOR CON TRUCTION BY DA T.A.K. Electric Inc. CSLB #947912 C-10 (951) 970-3150 MI1MV1/.tak-electrical.COfl1 MODULE SPECIFICATIONS (45) Trina Solar TSM -250 PD05.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 MODULE WIDTH: 39.05 ROOF ISPECS RAFTER SIZE: 2X4 NOMINAL RAFTER SPAN: 2'- 11" RAFTER SPACING: 24" ROOF MATERIAL: CONCRETE FLAT TILE W/O BATTENS ARRAY 1 SPECS NUMBER OF MODULES: 9 TOTAL MOD. WEIGHT (Ibs): 369 p RACKING WEIGHT (Ibs): 70.2 ARRAY WEIGHT (Ibs): 439.2 ARRAY AREA (gft): 158.5 ARRAY DEAD LOAD (lbs/sgft): 2.8 NUMBER OF MOUNTS: 18 LOAD PER MOUNT(Ibs): 24.4 ARRAY AZIMUTH(') 150 ARRAY TILT(°) 20 NUMBER OF FLOORS 1 ROOF 2 SPECS RAFTER SIZE: 2X4 NOMINAL RAFTER SPAN: 4'- "RAFTER SPACING: 24"LLROOF MATERIAL: CONCRETE FLAT TILE W/O BATTENS ARRAY 2 SPECS NUMBER OF MODULES: 13 TOTAL MOD. WEIGHT (Ibs): 533 RACKING WEIGHT (Ibs): 97.4 ARRAY WEIGHT (Ibs): 630.4 ARRAY AREA (sgft): 229 ARRAY DEAD LOAD (lbs/sgft): 2.8 NUMBER OF MOUNTS: 24 LOAD PER MOUNT(Ibs): 26.3 ARRAY AZIMUTH(') 150 ARRAY TILT(-) 20 E NUMBER OF FLOORS 1 sunGEVITY° GENERATE POSITIVE - NGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 Bv: MSOLIS Date:— Location: Li-- 2376198 SVi Sheet Size: 11x17 ROBERT LIVON 43476 CALLE ESPADA LA QUINTA, CA 92253 (760) 772-3777 / #2376198 DESIGNED BY: REV #: DATE: PV- 2.0 PRATIK.K 1 1 2/26/16 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSEN SYMBOL KEY: ------- RAIL — — — — RAFTERS ROOF FIRE CLEARANCE Q,,()FESS/ONS ®•.......•••••® STRING CONFIG. PKIKO L? l Fti 1111111 m STRUCTURAL UPGRADES Q m rmrl SOLAR MODULE Lu � C 78151 ;b ® MOUNT ,i SKYLIGHT OF A� ��O�a ® CHIMNEY PLUMBING OR o ATTIC VENT C D ATTIC VENT CUSTOMER INFORMATION: ROBERT LIVON 43476 CALLE ESPADA LA QUINTA, CA 92253 (760) 772-3777 / #2376198 DESIGNED BY: REV #: DATE: PV- 2.0 PRATIK.K 1 1 2/26/16 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSEN 31 c 14'-3" '' 36' '' 15'-4" sunGEVITY° GENERATE POSITIVE - Y INC. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 SOLAR MODULE IRONRIDGE XR10 L -FOOT• QMSFT STANDARD FLAT TILE - CONCRETE FLAT TILE W/O BATTENS 3" X 5/16" - LAG 1.5" MIN. EMBEDMENT PER - SCREW 2X4 NOMINAL, 24 O.C: Bv: MSOLIS Dale:— Locatlon: Uvon - 2376198 SVI Sheet Size: 11x17 1.�4RRAY 3 LAYOUT SCALE: 3/16" = 1'-0" OUNTING DETAIL J MODULE SPECIFICATIONS (45) Trina Solar TSM -250 PD05.05 MODULE WEIGHT: 41 MODULE LENGTH: 64.95 MODULE WIDTH: 39.05 ROOF 3 SPECS RAFTER SIZE: 2X4 NOMINAL RAFTER SPAN: T -6 -- -6"RAFTER RAFTER SPACING: 24" ROOF MATERIAL: CONCRETE FLAT TILE W/O BATTENS ARRAY 3 SPECS NUMBER OF MODULES: 23 TOTAL MOD. WEIGHT (Ibs): 943 RACKING WEIGHT (Ibs): 132.8 ARRAY WEIGHT (Ibs): 1075.8 ARRAY AREA (sqft): 405.1 r9 ARRAY DEAD LOAD (Ibs/sgft): 2.7 NUMBER OF MOUNTS: 32 LOAD PER MOUNT(Ibs): 33.6 ARRAY AZIMUTH(') 240 ARRAY TILT(') 20 NUMBER OF FLOORS 1 T.A.K. Electric Inco AX CSLB #947912 C-10 ' (951) 970-3150 www.tak-electrical.com E SYMBOL KEY: ------- RAIL — — — — RAFTERS G1� ROOF FIRE CLEARANCE ............. (2) STRING CONFIG. STRUCTURAL UPGRADES C3 SOLAR MODULE O ® MOUNT ® SKYLIGHT ® CHIMNEY G PLUMBING OR ATTIC VENT E3 ATTIC VENT C ROBERT LIVON 43476 CALLE ESPADA LA QUINTA, CA 92253 (760) 772-3777 / #2376198 DESIGNED BY: REV #: DATE: - 2.1 PRATIK.K 1 1 2/26/16 PV THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN C No Mn ELECTRICAL KEY: 1L BREAKER -�- SWITCH Q SCREW TERMINAL a9 FUSE • SPLICE INVERTER 2 MPPT 1 SPECIFICATIONS EARTH GROUND f77 CHASSIS GROUND - - - GEC MAXPOWER POINT CURRENT (Imp): EGC No Mn PV MODULES TRINA SOLAR TSM-250PD05.05 0.250 KW (DC STC RATING) 0.228 KW (AC CEC RATING) sunGEVITY° GENERATE POSITIVE' (4) #10 PV -Wire (1) #10 EGC FREE AIR 0 1 STRING OF G 12 MODULES 0 1 STRING OF 0 13 MODULES (4) #10 THWN-2 (1) #10 EGC 1/2" EMT (IF APPLICABLE) MIN. NEMA3R UL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS LOCATED ON ROOF MAX Voc = 13 x [38V + (38V x -0.0032 x (-5*C - 25°C))] = 540.8VDC Imax = 8.79A x 1 STRING x 1.25 = 10.9875A 225 x 1.2 = 270 270 - 200(MCB) = 70A MAX ALLOWABLE AC PV BREAKER = 70A 'NGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 Bv: MSOLIS Date: -Location: Livon. 2376198 SV7 Sheet Size: 11x17 (3) #8 THWN-2 CITY OF ' ^ QUINT w ` GEC IRREVERSIBLY SPLICED TO (1) #8 GEC L•/1 V( H EXISTING GEC OR BONDED DIRECTLY E 3/4" EMT BUILDING & SAFETY DEPT. TO EXISTING GROUNDING ELECTRODE APPROVED (N) ABB PVI-6000-OUTD-US-A FOR CONSTRUCTION INVERTER W/ INTEGRATED DC DISCONNECTS, 6000W MPPT 1 35A 2P DA-'�'�-_BY -AC DC OUTPUT T.A.K. Electric Inc. ------- GEC- p� p� MPPT 2 T.A.K. CSLB #947912 C-10 INVERTER - (951) 970-3150 www.tak-electrlcal.com C CONDUIT ELEVATION: 1/2 TO 3-1/2" = 22 eC 45 MODULES TOTAL HIGH AMBIENT TEMPERATURE: 49'C 45 x 228(PTC WATTS) x 0.965 = 9901 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW: -5*C ROOFTOP AMBIENT TEMP (Tcorr): 71eC = 0.5 2 PVI-3.8-OUTD-S-US-A MAX OUTPUT CURRENT = 16A ROBERT LLE E D I F f' 8 BREAKER SIZE = 16A x 1.25 = 20A => 20A 43476 CALLE ESPADA PVI-6000-OUTD-US-A MAX OUTPUT CURRENT = 28A LA QUINTA, CA 92253 CONTINUOUS USE = Imax * 1.25 = 13.73A BREAKER SIZE = 28A x 1.25 = 35A => 35A (760) 772-3777 / #2376198 AMPACITY OF #10 AWG @ 75°C = 40A 40A * 0.5 * 0.8 = 16A (> 13.73A, OK) DESIGNED BY: REV #: DATE: INSTALLATION SHALL USE MIN. #10 AWG PV- 3.0 PRATIK.K 1 2/26/16 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSEN J -t J MODULE ELECTRICAL SPECIFICATIONS INVERTER 1 SPECIFICATIONS INVERTER 1 MPPT 1 SPECIFICATIONS INVERTER 2 MPPT 1 SPECIFICATIONS (45) Trina Solar TSM -250 PD05.05 ABB PVI-3.8-OUTO-S-US-A MAXPOWER POINT CURRENT (Imp): 8.3 MAXPOWER POINT CURRENT (Imp): 8.3 SHORT CIRCUIT CURRENT (Isc): 8.79 RATED WATTS (EACH): 4200 MAX POWER POINT VOLTAGE (Vmp): 272.7 MAX POWER POINT VOLTAGE (Vmp): 363.6 OPEN CIRCUIT VOLTAGE (Voc): 38 AC OPERATING VOLTAGE (V): 240 MAX SYSTEM VOLTAGE (Voc): 374.4 MAX SYSTEM VOLTAGE (Voc): 499.2 OPERATING CURRENT (IMP): 8.27 AC OPERATING CURRENT (A): 16 SOURCE CIRCUIT CURRENT (Isc): 11 SOURCE CIRCUIT CURRENT (Isc): 11 OPERATING VOLTAGE (VMP): 30.3 NUMBER OF MPPT CHANNELS 2 MAX SHORT CIRCUIT CURRENT (Isc): 11 MAX SHORT CIRCUIT CURRENT (Isc): 11 MAX SERIES FUSE RATING: 15 INVERTER EFFICIENCY: 0.96 INVERTER 1 MPPT 2 SPECIFICATIONS INVERTER 2 MPPT 2 SPECIFICATIONS STC RATING: 250 INTEGRATED DC DISCONNECT MAXPOWER POINT CURRENT (Imp): 8.3 MAXPOWER POINT CURRENT (Imp): 8.3 PTC RATING: 228 INVERTER 2 SPECIFICATIONS MAX POWER POINT VOLTAGE (Vmp): 333.3 MAX POWER POINT VOLTAGE (Vmp): 393.9 DESIGN CONDITIONS ABB PVI-6000-OUTD-US-A MAX SYSTEM VOLTAGE (Voc): 457.6 MAX SYSTEM VOLTAGE (Voc): 540.8 HIGHEST 2% DB DESIGN TEMP (°C): 49 RATED WATTS (EACH): 6000 SOURCE CIRCUIT CURRENT (Isc): 11 SOURCE CIRCUIT CURRENT (Isc): 11 MIN. MEAN EXTREME ANNUAL DB (°C): -5 AC OPERATING VOLTAGE (V): 240 MAX SHORT CIRCUIT CURRENT (Isc): 11 MAX SHORT CIRCUIT CURRENT (Isc): 11 AC OPERATING CURRENT (A): 28 P NUMBER OF MPPT CHANNELS 2 INVERTER EFFICIENCY: 0.965 INTEGRATED DC DISCONNECT 200A MAIN BREAKER (3) #6 THWN-2 (3) #6 THWN-2 (3) #6 THWN-2 (4) #10 PV -Wire (4) #10 THWN-2 (3) #10 THWN-2 (1) #8 GEC (1) #8 GEC (1) #8 GEC (1) #10 EGC (1) #10 EGC (1) #8 GEC 3/4" EMT 3/4" EMT 3/4" EMT EXISTING METER NO. FREE AIR 1/2" EMT 1/2" EMT 1B4SR-134999 (N) MIN. 100A AC Combiner METER PROPOSED SUB PANEL AC DISCONNECT, BI-DIRECTIONAL METER (E) LOADS (N) PVI-3.8-OUTD-S-US-A 3 60AMP, # INVERTER W/ INTEGRATED NON -FUSIBLE, (E) LOADS DC DISCONNECTS, 4200W CUTLER -HAMMER (N) 225A MSP DG222UR6 Q MPPT 1 20A 2P PV 60A 2P 240V 2P 3-W 10 1 STRING OF -AC MOETER 22kAIC TOPCUS -FED 9 MODULES DC OUTPUT LOAD LINE -------GEC- ------ - -- - Tt ----- --- -- --- 0 MPPT 2 1 STRING OF I 11 MODULES INVERTER PV MODULES TRINA SOLAR TSM-250PD05.05 0.250 KW (DC STC RATING) 0.228 KW (AC CEC RATING) sunGEVITY° GENERATE POSITIVE' (4) #10 PV -Wire (1) #10 EGC FREE AIR 0 1 STRING OF G 12 MODULES 0 1 STRING OF 0 13 MODULES (4) #10 THWN-2 (1) #10 EGC 1/2" EMT (IF APPLICABLE) MIN. NEMA3R UL LISTED JUNCTION BOX WITH 90°C TERMINAL RATINGS LOCATED ON ROOF MAX Voc = 13 x [38V + (38V x -0.0032 x (-5*C - 25°C))] = 540.8VDC Imax = 8.79A x 1 STRING x 1.25 = 10.9875A 225 x 1.2 = 270 270 - 200(MCB) = 70A MAX ALLOWABLE AC PV BREAKER = 70A 'NGEVITY INC. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 Bv: MSOLIS Date: -Location: Livon. 2376198 SV7 Sheet Size: 11x17 (3) #8 THWN-2 CITY OF ' ^ QUINT w ` GEC IRREVERSIBLY SPLICED TO (1) #8 GEC L•/1 V( H EXISTING GEC OR BONDED DIRECTLY E 3/4" EMT BUILDING & SAFETY DEPT. TO EXISTING GROUNDING ELECTRODE APPROVED (N) ABB PVI-6000-OUTD-US-A FOR CONSTRUCTION INVERTER W/ INTEGRATED DC DISCONNECTS, 6000W MPPT 1 35A 2P DA-'�'�-_BY -AC DC OUTPUT T.A.K. Electric Inc. ------- GEC- p� p� MPPT 2 T.A.K. CSLB #947912 C-10 INVERTER - (951) 970-3150 www.tak-electrlcal.com C CONDUIT ELEVATION: 1/2 TO 3-1/2" = 22 eC 45 MODULES TOTAL HIGH AMBIENT TEMPERATURE: 49'C 45 x 228(PTC WATTS) x 0.965 = 9901 CEC WATTS CUSTOMER INFORMATION: EXTREME LOW: -5*C ROOFTOP AMBIENT TEMP (Tcorr): 71eC = 0.5 2 PVI-3.8-OUTD-S-US-A MAX OUTPUT CURRENT = 16A ROBERT LLE E D I F f' 8 BREAKER SIZE = 16A x 1.25 = 20A => 20A 43476 CALLE ESPADA PVI-6000-OUTD-US-A MAX OUTPUT CURRENT = 28A LA QUINTA, CA 92253 CONTINUOUS USE = Imax * 1.25 = 13.73A BREAKER SIZE = 28A x 1.25 = 35A => 35A (760) 772-3777 / #2376198 AMPACITY OF #10 AWG @ 75°C = 40A 40A * 0.5 * 0.8 = 16A (> 13.73A, OK) DESIGNED BY: REV #: DATE: INSTALLATION SHALL USE MIN. #10 AWG PV- 3.0 PRATIK.K 1 2/26/16 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSEN NEC 690.5(c) PLACE THIS LABEL ON INVERTER(S) OR NEAR GROUND -FAULT INDICATOR (ON INVERTER(S) U.O.N.) WARNING ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED NEC 690.17(E) PLACE THIS LABEL ON ALL DISCONNECTING MEANS WHERE ENERGIZED IN AN OPEN POSITION WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION NEC 705.12(D)(2)(b) PLACE THIS LABEL AT P.O.C. TO SERVICE DISTRIBUTION EQUIPMENT (I.E. MAIN PANEL AND SUBPANEL IF APPLICABLE)) WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE NEC 705.12(D)(3) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. CAUTION CONTAINS MULTIPLE POWER SOURCES sunGEVITY° GENERATE POSITIVE' J NEC 690.31 (E) 3 & 4; 2012 IFC 605.11.1 PLACE ON ALL JUNCTION BOXES, EXPOSED RACEWAYS EVERY 10' AND V FROM BENDS AND PENETRATIONS, ADJACENT TO THE MAIN SERVICE DISCONNECT WARNING PHOTOVOLTAIC POWER SOURCE NEC 690.35(F) PLACE THIS LABEL AT EACH JUNCTION BOX, COMBINER BOX, DISCONNECT AND DEVICE WHERE ENERGIZED, UNGROUNDED CIRCUITS MAY BE EXPOSED DURING SERVICE: WARNING ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED NEC 705.12(D)(2)(c) PLACE LABEL ON ALL EQUIPMENT CONTAINING OVERCURRENT DEVICES IN CIRCUITS SUPPLYING POWER TO A BUSBAR OR CONDUCTORS SUPPLIED FROM MULTIPLE SOURCES. WARNING THIS EQUIPMENT FED BY MULTIPLE POWER SOURCES. TOTAL RATING OF ALL OVERCURRENT DEVICES, EXCLUDING MAIN SUPPLY OVERCURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR NOTE: PV POWER SOURCE CONDUCTORS INSTALLED WITHIN EXPOSED RACEWAYS, CABLE TRAYS AND OTHER WIRING METHODS, COVERS OR ENCLOSURES OF PULL BOXES AND JUNCTION BOXES, AND CONDUIT BODIES IN WHICH ANY OF THE AVAILABLE CONDUIT OPENINGS ARE USED, SHALL BE MARKED WITH THE FOLLOWING WORDING "WARNING: PHOTOVOLTAIC POWER SOURCE" BY MEANS OF PERMANENTLY AFFIXED LABELS SPACED NOT MORE THAN 10 -FEET BETWEEN LABELS `-F CITY OF LA QUINTA BUILDING & T. SAFETY DEP APPROVE® FOR CONSTRUCTION DATE BY T.A.K. Electric Inc. I/ CSLB #947912 C-10 ToAo a (951) 970-3150 tak-electrical-com INTERACTIVE PHOTOVOLTAIC POWER SOURCE RATED AC OUTPUT CURRENT (A): 44 NOMINAL OPERATING AC VOLTAGE (V): 240 INVERTER 1 MPPT 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT (Imp): 8.3 RATED MAX POWER POINT VOLTAGE (Vmp): 272.7 MAX SYSTEM VOLTAGE (Voc): 374.4 SHORT CIRCUIT CURRENT (Isc): 11 INVERTER 1 MPPT 2 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT (Imp): 8.3 RATED MAX POWER POINT VOLTAGE (Vmp): 333.3 MAX SYSTEM VOLTAGE (Voc): 457.6 SHORT CIRCUIT CURRENT (Isc): 11 INVERTER 2 MPPT 1 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT (Imp): 8.3 RATED MAX POWER POINT VOLTAGE (Vmp): 363.6 MAX SYSTEM VOLTAGE (Voc): 499.2 SHORT CIRCUIT CURRENT (Isc): 11 INVERTER 2 MPPT 2 DC DISCONNECT PHOTOVOLTAIC SYSTEM DISCONNECT RATED MAX POWER POINT CURRENT (Imp): 8.3 RATED MAX POWER POINT VOLTAGE (Vmp): 393.9 MAX SYSTEM VOLTAGE (Voc): 540.8 SHORT CIRCUIT CURRENT (Isc): 11 NOTE: BACKGROUND AND LETTERING COLORS FOR SIGNAGE/LABELS SHALL COMPLY WITH (IN ORDER OF PRIORITY) AHJ & FIRE DEPARTMENT AMENDMENTS, STATE CODE, AND ANSI GUIDELINES. THIS PAGE IS INTENDED FOR SIGNAGE/LABEL VERBIAGE ONLY. ""GE -1 C. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 Bv: MSOLIS Date: Location: Liven - 2376198 SV7 Sheet Size: 11x17 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN CONSENT 31 DIRECTORY LABEL PER NEC 705.10 POWER TO THIS BUILDING IS SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN sunGEVITY° GENERATE POSITIVE" 0 LOCATION OF INVERTERS WITH INTEGRATED DC DISCONNECTS INSIDE GARAGE LOCATION OF MAIN SERVICE PANEL AND UTILITY METER CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY `T.A.K. Electric pfIc- T.A.K. CSLB #947912 C-10 (951)970-3150 y, ww.tak-electrical.c®B'n Y INC. 66 FRANKLIN ST SUITE 310 OAKLAND. CA 94607 Bv: MSOLIS Date:— Location: Livon - 2376198 SV7 Sheet Size: 11x17 THESE DRAWINGS. SPECIFICATIONS. AND DESIGNS ARE THE PROPERTY OF SUNGEVITY INC. NO PART SHALL BE COPIED OR USED FOR OR WITH ANY OTHER WORK OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN DEVELOPED WITHOUT OUR WRITTEN C IE IC THE Univ As a leading global manufacturer of next generation photovoltaic products, we believe close cooperation with our partners is critical to success. With local presence around the globe. Trina is able to provide exceptional service to each customer in each market. and supplement our innovative, reliable products with the backing of Trina as a strong, bankable partner. We are committed to building strategic, mutually beneficial collaboration with installers, developers, distributors and other partners as the backbone of our shared success in driving Smart Energy Together. Trina Solar Limited www.trinasolor.com I Trinasolar Smart Energy Together MODULE Our most versatile product • Compatible with all major BOS components and system designs • 1000V UL/1000V IEC certified One of the industry's most trusted modules • Field proven performance Highly reliable due to stringent quality control • Over 30 in-house tests (UV, TC, HF, and many more) • In-house testing goes well beyond certification requirements • PID resistant ®Certified to withstand challenging environmental conditions • 2400 Pa wind load • 5400 Pa snow load LINEAR PERFORMANCE WARRANTY 10 Year Product Warranty • 25 Year Linear Power Warranty 6100% Addition a a1 value lro 02 90% m Trina So/a .'s 11neor worronly L7 8D% Years S 10 15 20 25 ■Trina standard ® Industry standard L_- - ------- - - - ___ --'------ THE Universal MODULE PRODUCTS POWERRANGE TSM-PD05 1 MUlticrystalline 156 x 156 mm (6 inches) 250-265W TSM-PD05.08 Peak Power wolfs-Pranx IWp) 1 250-265W TSM-PD05.05 I 255 _ I 245-26OW DIMENSIONS OF PV MODULE unif:mm 941 Back View 35 A -A I-V CURVES OF PV MODULE (260W) roan em am m 0 0 0 o ID ID >D 40 SO vwvean CERTIFICATION lISTESTE os a a'\ Ism PV CYCLE Trinasolar Smart Energy Together ELECTRICAL DATA (STC) Solar cells 1 MUlticrystalline 156 x 156 mm (6 inches) Cell orientation -_.. _ ..- _ _ -..-- ; 60 cells (6 x 10) -- -.__ .__. ._.- - - --- _.._.._ .. - -- Peak Power wolfs-Pranx IWp) 1 245_ . _ I .250 I 255 _ I _ 260. _265.- . I Power Output Tolerance -P- I%) 27.6 I 28.0 +3 0-3 28.3 1 Maximum Power voltage -V ew IV) 29.9 L 30.3 I 30.5 30.6 _ 30.8 Maximum Power Current-ImPP (A) i 8.20 ' 8.27 8.37 8.50 8.61 Open Circuit Volt age-Voc (v) I - 37.8 38.0 38.1 38.2 38_3 kShort Circuit Current-Isc JA) 8.75. 8.79 8.88 9.00 9.10 Module Efficiency nm 1%) ( 15.0 I 15.3 I 15.6 15.9 16.2 STC:Irrodiance 1000 W/m2. Cell Temperature 25°C. Air MossAMI.S. Typical efficiency reduction of 4.5% at 200 W/m2 according to EN 60904-1 ELECTRICAL DATA (NOCT) Solar cells 1 MUlticrystalline 156 x 156 mm (6 inches) Cell orientation -_.. _ ..- _ _ -..-- ; 60 cells (6 x 10) -- -.__ .__. ._.- - - --- _.._.._ .. - -- maximumPower-P-JWp) 182 186 190 193 197 Maximum Power Voltage -V -P IV) 27.6 I 28.0 28.1 28.3 28.4 - Maximum Power Current ImPP IA) 6.59 6.65 6.74 6.84 6 93 1 Open Circuit Voltage-Voc IV) 35.1 j 35.2 35.3 35.4 35.5 Short Circuit Currenl-Isc (A) , 7.07 1 7.10 7.17 7.27 7.35 NOCT: Irradiance at 800 W/ml. Ambient Temperature 20°C. Wind Speed I m/s. MECHANICAL DATA Solar cells 1 MUlticrystalline 156 x 156 mm (6 inches) Cell orientation -_.. _ ..- _ _ -..-- ; 60 cells (6 x 10) -- -.__ .__. ._.- - - --- _.._.._ .. - -- Module dimensions 1650 x 992 x 35 mm(64 95 x 39 05 x 1.37 inches) weight 18.6 kg (411b) Glass t 13.2 mm(0 13 inches) High Transmission, AR Coated Tempered Glass Bock -sheet White(PD058.PD0508) Bic ck(PD05.05) Frame SiIVer Anodized Aluminium Alloy (PDOS): Black(PDOS 08&PDOS OS) _. J -Box ._ IF 65 or IP 67 rated Cables Photovoltaic Technology cable 4.Omm2 (0.006 inches2). 1000mm(39.37inches) Connector MC4 Compatible - TEMPERATURE RATINGS Nominal Operating Cell 44°C I�2°C) - Temperature (NOCT) �-Temperature Coefficient of Pw,x - 0 414%/°C Temperature Coefficient of voc - 0 32%/°C Temperature Coefficient of Isc 0.05%/°C WARRANTY 10 year Product Workmanship Warranty 25 year Linear Power Warranty - (Please refer to product warranty for details) PACKAGING CONFIGURATION Modules per box: 30 pieces Modules per 40' container: 840 pieces MAXIMUM RATINGS Operational Temperature 40-+85°C Maximum System 1000V DC(IEC) _Voltage1000V DC (UL) Max Series Fuse Rating 15A �I 2 0 �I wl f CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. ® 2015 Trina Solar Limited. All rights reserved. Specifications included in this datosheet are subject to change without notice. CERTIFICATE OF COMPLIANCE Certificate Number 20140630-E306515 Report Reference E306515- 20121213 Issue Date 2014 -JUNE -30 Issued to: TRINA SOLAR LTD 2 TIAN HE RD, ELECTRONICS PARK NEW DISTRICT, CHANGZHOU, JIANGSU 213031 CHINA, This is to certify that PHOTOVOLTAIC MODULES AND PANELS WITH representative samples of SYSTEM VOLTAGE RATINGS OVER 600 VOLTS Refer to addendum page for Models Have been investigated by UL in accordance with the Standard(s) indicated on this Certificate. Standard(s) for safety: UL 1703 - Standard for Safety for Flat -Plate Photovoltaic Modules and Panels and ULC ORD/C1703-01 - Flat -Plate Photovoltaic Modules and Panels. Additional Information: See the UL Online Certifications Directory at www.ul.com/database for additional information Only those products bearing the UL Listing Mark for the US and Canada should be considered as being covered by UL's Listing and Follow -Up Service meeting the appropriate requirements for US and Canada. The UL Listing Mark for the US and Canada generally includes: the UL in a circle symbol with "C" and "US" identifiers: LL os the word "LISTED"; a control number (may be alphanumeric) assigned by UL; and the product category name (product identifier) as indicated in the appropriate UL Directory. Look for the UL Listing Mark on the product. William R Carnoy, Director, North American Certification Programs UL LLC Any Information and documentation Involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Servico Representative at-ul.comlcontectus CERTIFICATE OF COMPLIANCE Certificate Number Report Reference Issue Date 20140630-E306515 E306515-20121213 2014 -JUNE -30 The modules with the specified construction as below may be marked with its type for UL listed fire performance products only as the below table: Module model Specific construction Marking TSM-xxxPD05, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD05.08 EVA: 0.25-0.61mm thick; Performance: Substrate: 0.30 mm - 0.64 mm Type 1 thick; Frame: Cross sectional dimension: 35 x 35mm, Height: 35mm, Thickness: 1.5mm TSM-xxxPD05 Superstrate: 3.2-4.36mm thick; IModule Fire TSM-xxxPD05:05, EVA: 0.25-0.61mm thick; Performance: TSM-xxxPD05.08 Substrate: 0.284 mm - 0.30 mm Type 2 thick; Frame: Cross sectional dimension: 35 x 35mm, Height: 35mm, Thickness: 1.5mm TSM-xxxPD14, Superstrate: 3.2-4.36mm thick; Module Fire TSM-xxxPD14.08 EVA: 0.25-0.65mm thick; Performance: Substrate: 0.284 mm - 0.300 mm Type 8 thick; Frame: Cross sectional dimension: 40*35 mm, Height: 40mm, Thickness: 1.5 mm TSM-XXXPD05.10 Superstrate: 3.2-4.36mm thick; Module Fire TSM-XXXPD05.18 EVA: 0.250.65 mm thick; Performance: Substrate: 0.025 - 0.284 mm Type 5 thick; Frame: Cross sectional dimension: 40* 38 mm, Height: 4 0mm, Thickness: 1.8mm UWilliam R Carnoy, Director, North American Certification Programs UL LLC YY Any Information and documentation Involving UL Mark services are provided on behalf of UL LLC (UL) or any authorized licensee of UL. For questions, please contact a local UL Customer Sorvke Representative at-ul.comfcontactus Page 1 of 4 Page 3 of 4 This family of single-phase string inverters complements the typical number of rooftop solar panels enabling homeowners to get the most efficient energy harvesting for the size of the property. This inverter offers a dual input section that processes two strings with independent Multiple Power Point Tracking (MPPT). This is especially useful for rooftop installations with two different orientations from two sub -arrays oriented in different directions, or unbalanced strings (for example: East and West). The dual -input sections with independent MPPT enable a more optimal energy harvesting condition. The high-speed MPPT offers real- time power tracking and improved energy harvesting. The flat efficiency curve ensures high - efficiency at all output levels allowing a consistent and stable performance across the entire input voltage and output power range. The transformerless operation gives the highest efficiency of up to 97.0 percent. The wide input voltage range makes the inverter suitable to low-power installations with reduced string size. This rugged, outdoor inverter has been designed to be a completely sealed unit, to withstand the harshest environmental conditions. Highlights: — Single-phase and three-phase output grid connection — Wide input -voltage range for increased stringing flexibility and energy harvesting — The high-speed and precise MPPT algorithm offers real-time power tracking and improved energy harvesting — Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions — Integrated DC disconnect switch in compliance with international Standards (-S Version) Power and productivity for a better world TM AM IP IP Additional highlights - RS -485 communication interface (for connection to laptop or data logger) - Available with the optional VSN300 Wifi Logger Card for easy and affordable wireless monitoring - Compliant with NEC 690.12 when used with ABB's Rapid Shutdown device - Comes standard with DC Arc Fault Circuit Interruptor (AFCI) to comply with NEC 690.11 Technical data and types i - I Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US IGeneral specifications 0%3W 2W 2W 0%3W Nominal output power 3000W 360OW 330 380OW 420OW Maximum output power wattage 3000 33001 33001 3600 40001 4000' 3300 4200' 42001 4200 4600' 4600' 183- w w W w W w w w w w w w Rated grid AC voltage 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V IInput side (DC) 228V 264V I Number of independent MPPT channels 2 2 2 2 Maximum usable power for each channel 2000W 3000W 3000W 3000W Absolute maximum voltage (Vmax) 60 OV Start-up voltage (Vstart) 200V (adj. 120-350V) Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V Operating MPPT voltage range _ 0.7 x Vstart 580V (>_90V) Maximum current (ldcmax) for both MPPT in 20A 32A 32A 32A parallel Maximum usable current per channel 10A 16A 16A 16A Maximum short circuit current limit per 12.5A 20.OA 20.OA 20.OA channel 20.OA 20.OA 20.OA Number of wire landing terminals per channel 2 pairs Array wirinq termination Terminal block, pressure clamp, AWG20-AWG6 Grid connection type - 2W 0%3W 2W 2W 0%3W 2W 2W 0%3W 2W 2W 6/13W 2W Adjustable voltage range (Vmin-Vmax) (V) 183- 211- 244- 183- 211- 244- 183- 211- 244- 183- 211- 244- Maximum efficiency 228V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 304V Grid frequency 60Hz Adjustable grid frequency range _ 57-66.5Hz _ Maximum current (lay, � 14.5A 14.5A 12.OA 17.2A 16.OA 16.OA 16.OA 16.OA 16.OA 20.OA 20.OA 20.OA Power factor > 0.995 (adjustable to t0.8) Total harmonic distortion at rated power < 290 Grid wiring termination type Terminal block, Pressure clamp, AWG20-AWG6 I Input protection devices Reverse polarity protection Yes Over -voltage protection type Varistor, 2 for each channel PV array ground fault detection Pre start-up R_ and dynamic GFDI (requires floating arrays) IOutput protection devices I Anti-islanding protection Meets UL1741 / IEEE1547 requirements Over -voltage protection type Varistor, 2 (L, - L2 / L, - G) Maximum AC OCPD rating 20A 20A 15A 25A 20A 20A 20A 20A 20A 25A 25A 25A I Efficiency Maximum efficiency 96.9% 97% 97% 97% CEC efficiency 96% (Operating performance j Nighttime consumption < 0.6% s Stand-by consumption < 8W....,. user-iniertace 1 o cnaracters x z lines u;u alsplay Remote monitoring (1xRS485 incl.) VSN700 Data Logger (opt.), VSN300 Wifi Logger Card (opt.) !Environmental I Ambient air operating temperature range -13°F to +140°F (-25°C to WC) with derating above 122°F (50°C) Ambient air storage temperature range -40°F to +176°F (-40°C to +80°C) . Relative humidity 0-100% RH condensing Acoustic noise emission level < 50 db (A) ®1m Maximum operating altitude without derating 6560ft (2000m) 1. Capability enabled at nominal AC voltage and with sufficient DC power available. 2 ABB solar inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-0UTD Block diagram of PVI-3.0/3.6/3.8/4.2-TL-OUTD IN1219Q�- -p+ INI 1.1 INI IN1.1W _ IN1.2(d DO AFDI U211+) N231+I+ IN2 IN2 IN2 N231-) STANDARDVERSION •-AVERSION NLITT 1 INI N I IN2 IN2 IN2 -5 VERSION------- NWT2 (DVDO 7� 7 i T ' Remote control function not available on -A version PVI-4.2-OUTD-US 97 96 95 200 Vd� 94 �,,/ vdc 93 O48D VdD 92 �. 91 0% 10% 2016 3096 40% 10%60% 7096 W% 90% 100% % of Resod Output Powor Technical data and types I- ME W9D RIRALLEL num, RELAY RESIDUAL CURRENT DFTEC ON OGAC Dsv My MN R CONIM1 OgOC NP CONTROL CIRCUS PVI-4.2-OUTD-US lu ao .mweo.m � a m Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US kMechanical specifications Enclosure rating NEMA 4X Cooling Natural convection Dimensions H x W x D 33.8 x 12.8 x 8.7in (859 x 325 x 222mm)2 Weight <47.31b (21.3kg)2 Shipping weight < 601b (27.Okg)2 Mounting system Wall bracket Trade size KOs (2ea x 1/2") and (tea x 1-1/4", 3 places side, front, rear) Conduit connections' Side: (2) plugged 3/4" openings, (2) Concentric KOs 3/4", 1" Back: (4) Concentric EKGs 3/4", 1" DC switch ratino (oer contact) (AIV) 25/600 Isolation level Transformerless (floating array) Safety and EMC standard 1-111741, IEEE1547, IEEE1547.1, CSA -C22.2 N. 107.1-01, 1-11-1998 UL 16998, FCC Part a 15 Class B Safety approval 4CSA. Regional Compliance Rule 21, HECO, NEC 2014 690.11, NEC 690.12 with ABB Rapid Shutdown device kAvailable models I With DC switch, wiring box, arc fault detector and PVI-3.0-OUTD-S- PVI-3.6-OUTD-S- PVI-3.8-OUTD-S- PVI-4.2-OUTD-S- interrupter US -A US -A US -A US -A 2. When equipped with optional DC switch and wiring box. All data is subject to change without notice Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD I ABB solar inverters 3 2).CSA Group Certificate of Compliance Certificate: 2708406 Project: 2722409 Issued to: ABB, Inc. 16250 W. Glendale Drive New Berlin, WI 53151 USA Master Contract: 259813 Date Issued: April 24, 2014 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. Issued by: Jocelyn Jens Product Group Coordinator P C us S Authorized by: Lindsay Clark Operations Manager PRODUCTS CLASS 531109 - POWER SUPPLIES - Distributed Generation Power Systems Equipment CLASS 5311 89 - POWER SUPPLIES - Distributed Generation - Power Systems Equipment - Certified to U.S. Standards Utility Interactive Inverter, Models PVI-4.2-OUTD-US, PVI-3.8-OUTD-US, PVI-3.6-OUTD-US, PVI-3.0-OUTD-US, PVI-4.2-OUTD-S-US, PVI-3.8-OUTD-S-US, PVI-3.6-OUTD-S-US, PVI-3.0-OUTD-S-US, PVI-4.2-OUTD-S-US-A, PVI-3.8-OUTD-S-US-A, PVI-3.6-OUTD-S-US-A, PVI-3.0-OUTD-S-US-A, PVI-4.2-OUTD-US-W, PVI-3.8-OUTD-US-W, PVI-3.6-OUTD-US-W and PVI-3.0-OUTD-US-W; provided with two DC input channels, permanently connected, system ratings as follows: Notes: 1. All above models in this series may include expansion board with wireless antennae option and will be identified with model designation including "-Z" suffix. 2. For details related to rating, size, configuration, etc. reference should be made to the CSA Certification Record or the Certificate of Compliance Annex A. Designed for residential and small commercial PV installations, this inverter fills a specific niche in the ABB product line to cater for those installations producing between 5kW and 20kW. This inverter includes dual input section to process two strings with independent Multiple Power Point Tracker (MPPT). The high-speed and precise MPPT algorithm offers real-time power tracking and energy harvesting. Flat efficiency curves ensure high -efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range. This outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. The wide input voltage range makes the inverter suitable for low-power installations with reduced string size. The transformerless operation offers high performance efficiencies of up to 97.1 percent. Free remote monitoring capability is available with every installation. This enables homeowners to view their energy production and offers installers a proactive and economic way of maintaining and troubleshooting the system. Highlights: — Single-phase and three-phase output grid connection — Wide input range for increased stringing flexibility — The high-speed and precise MPPT algorithm offers real-time power tracking and improved energy harvesting — Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental condition — Integrated DC disconnect switch in compliance with international Standards (-S Version) Power and productivity „ 11111 for a better world TM AM NIP IP Additional highlights""""^ RMs <0.6W-1 - RS -485 communication interface (Communication (for connection to laptop or data I logger) ,�, Available with the optional VSN300 Remote monitoring (1xRS485 incl.) Wifi Logger Card for easy and ilea I Environmental affordable wireless monitoring I Compliant with NEC 690.12 when r ! _ �,- ,. used with ABB's Rapid Shutdown device er ting a 12 derating above 122°F (50°C) . Comes standard with DC Arc Fault -40°F to +176°F (-40°C to +80°C) Circuit Interruptor (AFCI) to comply Relative humidity with NEC 690.11 P 240V 277V 208V 240V 277V jlnput side (DC) 6560ft (2000m) Technical data and types Type code RMs <0.6W-1 PVI-5000-OUTD-US (Communication PVI-6000-OUTD-US I [General Specifications 16 characters x 2 lines LCD display Remote monitoring (1xRS485 incl.) VSN700 Data Logger (opt.), VSN300 Wifi Logger Card (opt.) I Environmental Nominal output power I 5000W -13°F to +140°F (-25°C to +60°C) 6000W Maximum output power er ting a 12 derating above 122°F (50°C) . 5000W -40°F to +176°F (-40°C to +80°C) 6000W Relative humidity Rated grid AC voltage 208V 240V 277V 208V 240V 277V jlnput side (DC) 6560ft (2000m) I Number of independent MPPT channels 2 Maximum usable power for each channel 4000W Absolute maximum voltage (Vmax) 660V Start-up voltage (Vstart) 200V (adj. 120-350) Full power MPPT voltage range 145-530V 175-530V Operating MPPT voltage range 0.7 x Vstart - 580V (>_90V) Maximum current (ldcmax) for both MPPT in parallel 3BA Maximum usable current per channel 16A Maximum short circuit current per channel 22A Number of wire landing terminals per channel 2 Pairs Array wiring termination _ Terminal block, pressure clamp, AWG20-AWG6 (Output side (AC) Grid connection type 10/2W Split -0/3W 10/2W 10/2W Split -0/3W 10/2W Adjustable voltage range (Vmin-Vmax) 183-228V 221-264V 244-304V 183-228V 211-264V 244-304V Grid frequency 60Hz Adjustable grid frequency range 57-60.5Hz Maximum current (la°, �) ARMs 27A 23A 20A 30A 28A 24A Power factor > 0.995 (adjustable to t0.8) Total harmonic distortion at rated power < 2% Contributory fault current' 36.25 Apk/ 36.5 APk/ 31.75 Apk/ 36.25 APk/ 36.5 Apk/ 31.75 APH/ 25.63ARMs 25.81 ARMs 22.45ARMs 25.63A� 25.81 ARMs 22.45ARMs Grid wirino termination tvoe Terminal block. Dressure clamp. AWU20-AWG4 Over -voltage protection type Varistor, 2 for each channel PV array ground fault detection Pre start-up R.,,,, and dynamic GFDI (require Over -voltage protection type Varistor, 2 (L, - L2 / L, - G) Maximum AC OCPD rating 35A 30A 25A 40A 35A 30A Il Efficiency j Maximum efficiency 97.1% CEC efficiency 96% 96.5% 96.5% 96% 96.5% 96.5% User interface Graphic display Nighttime consumption RMs <0.6W-1 RMS <0.6w_ (Communication I User -interface 16 characters x 2 lines LCD display Remote monitoring (1xRS485 incl.) VSN700 Data Logger (opt.), VSN300 Wifi Logger Card (opt.) I Environmental I Ambient air operating temperature range -13°F to +140°F (-25°C to +60°C) 13°F to +60°C) with (ve er ting a 12 derating above 122°F (50°C) . Ambient air storage temperature range -40°F to +176°F (-40°C to +80°C) -40°F to +176°F (-40°C to +80°C) Relative humidity 0-100% RH condensing 0-100% RH condensing Acoustic noise emission level < 50 db (A) @1m < 50 db (A) @1m Maximum operating altitude without derating 6560ft (2000m) 6560ft (2000m) 2 ABB solar inverters I Product flyer for PVI-5000/6000-TL-OUTD Block diagram of PVI-5000/6000-TL-OUTD - , MPPT 1 FILTER ---------- +Qo`a FL,17( fes'%:�:,>^.�+ �-- ' i 96,2 95,6 .'95.3 Dimensions H x W x D { IDC/DO BULKCAPS I Nl MP- 95 r� �'7 INI RESIDUAL CURRENT WU 1 INI , , --I 300 93,8 }4 93,5 5,9 93,2 92,9 IN1-11-)- 250 92;6 10% 20% 30% 50% 75% 100% %of Rated Output Power DC AFDI _____ IN2.11+) IN2 IN2 IN2 (MPPT2 DCFDQ T IN2 �I �]I, -A VERSION STANDARD VERSION , GROUND 0 FAULT DEFAULT N Remote wnlrol f,mnfon not —Clable on -A version PVI-5000/6000-OUTD-US 108 9 mmmmmmmmmm 9 9 c m 9 W 9 9 345 V&9 0 10 20 30 40 50 60 70 80 90 100 % of Rated Output Power Technical data and types NVEATE OUAO PVI-5000-OUTD-US PVI-6000-OUTD-US ---------- FILTER ---------- +Qo`a FL,17( fes'%:�:,>^.�+ �-- ' 400 96,2 95,6 .'95.3 Dimensions H x W x D ILT Weight T t<I,i 345 MP- 95 r� �'7 7a>r^ > i ,�.' aTyi, `•'� k RESIDUAL CURRENT Voltage 94,4 DETECTION 94,1 DC switch ratinq (per contact) 300 Technical data and types NVEATE OUAO DUDC WAC DSP DSP CONTR. CONTR. NP CONFROLCIRCUIT L1 N �a— L2 �1 PE 81485 = •T/R T/R RTN I REMOTE CONTROL' 1 { tR -R I AIARM NO N.O C PVI-5000/6000-OUTD-US PVI-5000-OUTD-US PVI-6000-OUTD-US t j/ FILTER 97 96,8 96,5 M95,9 +Qo`a FL,17( fes'%:�:,>^.�+ �-- ' 400 96,2 95,6 .'95.3 Dimensions H x W x D ILT Weight T t<I,i 345 MP- 95 r� �'7 7a>r^ > i ,�.' aTyi, `•'� k RESIDUAL CURRENT Voltage 94,4 DETECTION DUDC WAC DSP DSP CONTR. CONTR. NP CONFROLCIRCUIT L1 N �a— L2 �1 PE 81485 = •T/R T/R RTN I REMOTE CONTROL' 1 { tR -R I AIARM NO N.O C PVI-5000/6000-OUTD-US PVI-5000-OUTD-US PVI-6000-OUTD-US t j/ 480 97 96,8 96,5 M95,9 +Qo`a FL,17( fes'%:�:,>^.�+ �-- ' 400 96,2 95,6 .'95.3 Dimensions H x W x D 41.4x12.8x8.6 in (1052 x 325 x218 mm) Weight T t<I,i 345 MP- 95 r� �'7 7a>r^ > i ,�.' aTyi, `•'� k Wall bracket Voltage 94,4 j _ 94,1 DC switch ratinq (per contact) 300 93,8 }4 93,5 5,9 93,2 92,9 1 cr. 250 92;6 10% 20% 30% 50% 75% 100% %of Rated Output Power Type code PVI-5000-OUTD-US PVI-6000-OUTD-US (Mechanical specifications 1 Enclosure rating NEMA 4X Cooling Natural convection Dimensions H x W x D 41.4x12.8x8.6 in (1052 x 325 x218 mm) Weight <59.51b (27.Okg) Shipping weight <781b (35.4kg) Mounting system Wall bracket Conduit connections Trade size KOs: (tea x 1/2") and (tea x 1-1/4",3 places side, front, rear) DC switch ratinq (per contact) 25A / 600V Safety and EMC standard UL 1741, IEEE1547, IEEE1547.1, CSA -C22.2 N. 107.1-01, UL1998 UL 16996, FCC Part 15 Class B Safety approval ,CSA. Regional Compliance Rule 21, RECO, NEC 2014 690.11, NEC 690.12 with ABB Rapid Shutdown device jAvailable models With DC switch, wiring box and arc fault detector and PVI-5000-OUTD-US-A PVI-6000-OUTD-US-A interruptor All data is subject to change without notice S � CSA Group Certificate: 2708417 Project: 70020581 Issued to: ABB, Inc. 16250 W. Glendale Drive New Berlin, WI 53151 USA Master Contract: 259813 Date Issued: January 14, 2015 The products listed below are eligible to bear the CSA Mark shown with adjacent indicators 'C' and 'US' for Canada and US or with adjacent indicator 'US' for US only or without either indicator for Canada only. icp Issued by: P11" ® Rob Hempstock, AScT. C U S Authorized by: f Ern f TC CLASS 531109 -POWER SUPPLIES -Distributed Generation Power Systems Equipment CLASS 5311 89 -POWER SUPPLIES -Distributed Generation -Power Systems Equipment - Cert ified to U.S. Standards Utility Interactive Invert esto Lopez Operations Manager PR011i1 er, Models PVI-5000-OUTD-US, PVI-5000-OUTD-US-A, PVI-6000-OUTD-US, PVI-6000-OUTD-US-A, and PVI-6000-OUTD-US-W, permanently connected. Notes: 1. All above models in this series may include expansion board with wireless antennae option and will be identified with model designation including "-Z" suffix at the end. 2. Models PVI-5000-OUTD-US-A and PVI-6000-OUTD-US-A are provided with PV DC ARC -Fault Circuit Protection for series arcing faults. 3. All above models in this series assembling the revenue grade meter, RGM-MODULE-US, will be identified with model designation including "—M" suffix. The RGM-MODULE-US meter has been evaluated for safety only and not for performance. 4. All the above model numbers may include the "-S" designator, which is for marketing purposes only. 5. For details related to rating, size, configuration, etc. reference should be made to the CSA Certification Record or the Cert ificate of Compliance Annex A. Product flyer for PVI-5000/6000-TL-OUTD I ABB solar inverters 3 ®ld IRONRIDGE Datasheet Roof Mount System Built for solar's toughest roofs. IronRidge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20 -year warranty. Strength Tested rPE Certified All components evaluated for superior Pre -stamped engineering letters structural performance. available in most states. Class A Fire Rating Design Software 0 r Certified to maintain the fire resistance ® Online tool generates a complete bill of rating of the existing roof. materials in minutes. Integrated Grounding 20 Year Warranty UL 2703 system eliminates separate. Twice the protection offered by module grounding components. competitors. r_MUMU SINam1•mz•X&_ M This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: IronRidge, Inc. Manufacturer: IronRidge, Inc. Brand Name: 1495 Zephyr Ave Models: 1435 Baechtel Road Address: Hayward, CA 94544 Address: Willits, CA 95490 Country: USA Country: USA Contact: Yann Schwarz Contact: Jim Norsworthy Phone: (800)227-9523 Phone: (800)227-9523 (510)225-0973 FAX: (707) 459-1833 FAX: (707) 459-1833 Email: yschwarz@ironridge.com Email: jnorsworthy@ironridge.com Party Authorized To Apply Mark: Same as Manufacturer ^ Report Issuing Office: Lake Forest, CA /moi, TQj /fit , Control Number: 4007559 Authorized by: for Thomas J. Patterson, Certification Manager ETI. CLASSIFIED us ua� Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client Intertek's responsibility and liability are limited to the terms and conditions of the agreement Intertek assumes no liability to any party, other than to the Client in accordance with the agreement. for any loss, expense or damage occasioned by the use of this Authorization to Mark. Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety. Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark. Any further use of the Intertek name for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement, they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): UL Subject 2703 Outline of Investigation for Rack Mounting Systems and Clamping Devices for Flat -Plate photovoltaic Modules and Panels, Issue Number: 1, October 4, 2010 Product: XR Rails with Integrated Grounding. Brand Name: N/A Models: 51-61 GD -005, 51-61 GD -00513, 51-5000-001, and 51-65-001 ATM for Report 101541132LAX-002 Page 1 of 3 ATM Issued: 10 -Nov -2014 ED 16.3.15 (1 -Jan -13) Mandatory Ald IRON RIDGE Simplified Grounding For Greater Safety & Lower Cost Traditionally, solar modules are grounded by attaching lugs, bolts or clips to the module frame, then connecting these to a copper conductor that runs throughout the array. This process adds time and cost to the installation, and often results in improper grounding, creating significant long-term safety risks. The IronRidge Integrated Grounding System solves these challenges by bonding modules directly to the mounting rails. This approach eliminates separate module grounding hardware, and it creates many parallel grounding paths throughout the array, providing greater safety for system owners. 2 Tech Brief Integrated Grounding System Grounding Mid Clamp Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and the mounting rail to form secure electrical bonds, which are repeated throughout the array. 3 as, Grounding Lug A single Grounding Lug connects an entire row of PV modules to the grounding conductor. Installation Overview ® Install Roof Attachments • Install appropriate roof flashing and/or standoff for roof type • Attach L -Feet to flashing or standoff. ® Prepare Rail Connections • Insert splice into first rail, then secure with Grounding Strap and self -drilling screw. • Slide second rail over splice, then secure with opposite end of Grounding Strap and self -drilling screw. IE Mount & Ground Rails • Attach rails to L -Feet and level rails. • Install one Grounding Lug per row of modules. • Connect Grounding Lug to grounding conductor. Q Install Modules & Clamps • Install first module using End Clamps and Grounding Mid Clamps. • Install additional modules using Grounding Mid Clamps. • Finish row with a second pair of End Clamps. Testing & Certification The IronRidge Integrated Grounding System has been tested and certified to UL 2703 by Intertek Group plc. UL 2703 is a proposed UL standard for evaluating solar module mounting and clamping devices. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. The testing process closely mirrors that of UL 1703, the solar module testing standard, including temperature and humidity cycling, electrical and mechanical load testing, and manufacturing quality reviews. Tech Brief Module Frame Compatibility Dimension Range A 31.Omm - 51.Omm B 5.08mm (minimum) Any module frames whose parameters are not listed in the provided table have not been tested for compatibility. The Grounding Clamp has proven robust in grounding 60 -cell and 72 -cell solar module frames with box construction and a range of anodization thicknesses. All solar modules listed to UL 1703 and with frame construction within the parameters stated above are compatible with the IronRidge Integrated Grounding System. OGo to ironridge.com/ig © 2013 IronRidge, Inc. Allrights reserved. Visit www.ironncige.com or call 1-800-227-9523 for more information. ���_ Grounding Strap Grounding Straps are used to bond rail -to -rail connections. The only y are y r equired on the rail with the grounding lug. Tech Brief Integrated Grounding System Grounding Mid Clamp Each Grounding Mid Clamp pierces through the anodized coatings of both the module frame and the mounting rail to form secure electrical bonds, which are repeated throughout the array. 3 as, Grounding Lug A single Grounding Lug connects an entire row of PV modules to the grounding conductor. Installation Overview ® Install Roof Attachments • Install appropriate roof flashing and/or standoff for roof type • Attach L -Feet to flashing or standoff. ® Prepare Rail Connections • Insert splice into first rail, then secure with Grounding Strap and self -drilling screw. • Slide second rail over splice, then secure with opposite end of Grounding Strap and self -drilling screw. IE Mount & Ground Rails • Attach rails to L -Feet and level rails. • Install one Grounding Lug per row of modules. • Connect Grounding Lug to grounding conductor. Q Install Modules & Clamps • Install first module using End Clamps and Grounding Mid Clamps. • Install additional modules using Grounding Mid Clamps. • Finish row with a second pair of End Clamps. Testing & Certification The IronRidge Integrated Grounding System has been tested and certified to UL 2703 by Intertek Group plc. UL 2703 is a proposed UL standard for evaluating solar module mounting and clamping devices. It ensures these devices will maintain strong electrical and mechanical connections over an extended period of time in extreme outdoor environments. The testing process closely mirrors that of UL 1703, the solar module testing standard, including temperature and humidity cycling, electrical and mechanical load testing, and manufacturing quality reviews. Tech Brief Module Frame Compatibility Dimension Range A 31.Omm - 51.Omm B 5.08mm (minimum) Any module frames whose parameters are not listed in the provided table have not been tested for compatibility. The Grounding Clamp has proven robust in grounding 60 -cell and 72 -cell solar module frames with box construction and a range of anodization thicknesses. All solar modules listed to UL 1703 and with frame construction within the parameters stated above are compatible with the IronRidge Integrated Grounding System. OGo to ironridge.com/ig © 2013 IronRidge, Inc. Allrights reserved. Visit www.ironncige.com or call 1-800-227-9523 for more information. ���_ 8431 Murphy Drive Middleton. WI 53562 USA Telephone: 608.836.4400 Facsimile: 608.831.9279 www.intertek.com Test Verification of Conformity In the basis of the tests undertaken, the sample(s) of the below product have been found to comply with the requirements of the referenced specifications at the time the tests were carried out. nt Name & Address: Product Description Ratings & Principle Characteristics: Models: Brand Name: Relevant Standards: Verification Issuing Office Date of Tests: IronRidge, Inc. 1495 Zephyr Ave. Hayward, CA 94544 USA XR Rails with Integrated Grounding. -Flush Mount (Symmetrical). Class A Fire Rated for Low Slope applications when using Type 1, 2 and 3, listed photovoltaic modules. Class A Fire Rated for Steep Slope applications with Type1, 2 and 3, listed photovoltaic modules. Tested with a 5" gap (distance between the bottom the module frame and the roof covering), per the standard this system can be installed at any gap allowed by the manufacturers installation instructions. No perimeter guarding is required. 51-61GD-005, 51-61GD-0056, 51-5000-001 and 51-65-001 IronRidge Roof Mount UL 2703 (Section 15.2 and 15.3) Standard for Safety Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat -Plate Photovoltaic Modules and Panels, First Edition dated Jan. 28, 2015 Referencing UL1703 Third Edition dated Nov. 18, 2014, (Section 31.2) Standard for Safety for Flat -Plate Photovoltaic Modules and Panels. Intertek Testing Services NA, Inc. 8431 Murphy Drive Middleton, WI 53562 08/27/2014 to 03/17/2015 Test Report Number(s): 101769343MID-001r1, 101769343MID-001a, 101915978MID-001 & 101999492MID-001ar1-cr1. This verification is part of the full test report(s) and should be read in conjunction with them. This report does not automatically imply product certification. Completed by: Chad Naggs Reviewed by; Gregory Allen Title: Signature: Technician -II -Eire Resistance Title: Signature:. Engineering Team Lead, Fire Resistance QJ { % Date: 03/30/2015 Date: 03/30/2015 This Verification is for the exclusive use of Intertek's client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement for any loss, expense or damage occasioned by the use of this Verification. Only the Client is authorized to permit copying or distribution of this Verification. Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test/inspection results referenced in this Verification are relevant only to the sample tested/inspected. This Verification by itself does not imply that the material, product or service is or has ever been under on Intertek certification program. GFT -OP -11a (24 -MAR -2014) SIVA IronRidge 1495 Zephyr Ave Hayward, CA 94544 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 5224 South 39' Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fax: (602) 438-2505 www.smieng.com Attn: Mr. David F. Taggart, Vice President Products Subject: IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis Dear Sir: June 16, 2014 Page 1 of 11 We have analyzed the IronRidge XR10 Rail for the subject solar module support system and determined that, for the configurations and criteria described below, it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures International Building Code 2012 Edition California Building Code 2013 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2010 Edition The IronRidge XR10 Rail is an extruded aluminum section with an overall depth of 1.75 in. and a net area of 0.363 sq.in. The rails are used to support solar modules, typically, on the roof of a building. See Exhibit A — attached. The rails are clamped to aluminum angle brackets that are either attached directly to the roof framing or attached to a stand that is screwed to the roof framing. The rails are mounted across the slope with a small clearance (flush mounting) to the underlying roof structure. The installed solar modules are at the same slope as the underlying roof structure. All loads are transferred to the roof framing through the angle brackets by simple bi-axial flexure of the rails. The maximum span of the rails is governed by either the mid -span flexural stresses or the deflection requirement that the rail not come into contact with the roof. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. Therefore, the maximum allowable spans for common load cases are shown in Tables 1, 2 & 3 below for 0-6 degree slopes, Tables 4, 5, & 6 below for 7-27 degree slopes, and Tables 7, 8 & 9 below for 28-45 degree slopes. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -5- IronRidge . June 16, 2014 Mr. David F. Taggart Page 6 of 11 IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis Table 5 - MAXIMUM SPANS (inches) - Roof Slope 7 to 27 Degrees - Wind Zone 2 XR10 Rail Wind Speed Ground Snow Load Exposure mph 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 60 psf 70 psf 80 psf 90 psf 100 72 65 55 49 43 39 35 33 31 29 105 69 65 55 49 43 39 35 33 31 29 110 66 65 55 49 43 39 35 33 31 29 120 60 60 55 49 43 39 35 33 31 29 Category B 130 56 56 55 49 43 39 35 33 31 29 140 52 52 52 49 43 39 35 33 31 29 150 49 49 49 49 43 39 35 33 31 29 160 46 46 46 46 43 39 35 33 31 29 170 43 43 43 43 43 39 35 33 31 29 100 61 61 55 49 43 39 35 33 31 29 105 58 58 55 49 43 39 35 33 31 29 110 56 56 55 49 43 39 35 33 31 29 120 51 51 51 49 43 39 35 33 31 29 Category C 130 48 48 48 48 43 39 35 33 31 29 140 44 44 44 44 43 39 35 33 31 29 150 41 41 41 41 41 39 35 33 31 29 160 39 39 39 39 39 39 35 33 31 29 170 36 36 1 36 36 36 36 35 33 31 29 100 56 56 55 49 43 39 35 33 31 29 105 54 54 54 49 43 39 35 33 31 29 110 52 52 52 49 43 39 35 33 31 29 120 47 47 47 47 43 39 35 33 31 29 Category D 130 44 44 44 44 43 39 35 33 31 29 140 41 41 41 41 41 39 35 33 31 29 150 38 38 38 38 38 38 35 33 31 29 160 36 36 36 1 36 36 36 35 33 31 29 170 1 33 1 33 1 33 1 33 1 33 1 33 1 33 1 33 1 31 1 29 Notes — see page l 1 Starling Madison Lofquist, Inc. -6- Consulting Structural and Forensic Engineers Starling Madison Lofquist, Inc. SIM Consulting Structural and Forensic Engineers IronRidge June 16, 2014 Mr. David F. Taggart Page 11 of 11 IronRidge XR10 Rail, Roof Flush Mounting System — Structural Analysis Notes — Tabulated values are based on the following criteria: 1. Building mean roof height = 30 ft 2. Risk Category I 3. Solar module long dimension = 67.5 in 4. Provide 2 in. clear between roof and rail 5. End cantilever span (max) = 0.40 x maximum span from above tables 6. No rail splices in end spans 7. No rail splices in middle 1/3 of interior spans 8. Single simple span(s). Spans listed in the tables above may be multiplied by 1.08 for continuous rails of 3 or more spans. Our analysis assumes that the rails, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the "IronRidge Roof Mount Installation Manual" by IronRidge and generally accepted standards of construction practice. Additional information is available at the IronRidge web site, IronRidge.com. Verification of PV Module capacity to support the loads associated with the given array shall be the responsibility of the Contractor or Owner and not IronRidge or Starling Madison Lofquist. The adequacy of the supporting roof framing is to be determined by others. Please feel free to contact me at your convenience if you have any questions. Respectfully yours, G. teo 100e i� C79�73 Tres Warner, P.E.EXP 1 P Design Division Manager d' CIVIL Starling Madison Lofquist, Inc.. Consulting Structural and Forensic Engineers - 11 - QBase° Standard Flat Tile Mount I QMSFT FR 1Nf01iR21 D,COVINN[OIN IqS DRAWINGIS IIIE SOEE PROPERD OE OInCR,nWNI W, wM 4ERROd10RONIN R,VIOR AS A wrygE wPNODi IHE wDRFN eERmaLON 01 OUOS mO11M P' a PRONWfED. a ITEM NO. DESCRIPTION QTY. 1 CAP SCREW, HEX HEAD, 5/16"-18 X 3/4" UNC -2A, GRADE 1 8 2 QBASE, 1-1/4" ID, FOR 5/16" HARDWARE, A360.1 CAST AL 1 3 LAG SCREW, HEX HEAD, 5116'X 3", ZINC 2 4 SUB -FLASHING, SPUN CONE, 9"X9"X.020", 3003 AL, MILL 1 5 FLASHING, SPUN CONE, 18"X18"X.032", 3003 AL, MILL 1 6 COLLAR, COUNTER FLASHING, 1-1/4" ID EPDM 1 7 POST, 1.25" OD X 4.5", 6063 -T5/6063 -T6, MILL 1 8 WASHER, SEALING, 5/16" ID X 1-1/4" OD, EPDM BONDED 1 SS 9 WASHER, FENDER, 5/16" ID X 1" OD, 18-8 SS 1 10 WASHER, SPLIT -LOCK, 5/16" ID, 18-8 SS 1 11 CAP SCREW, HEX HEAD, 5/16"-18 X 1" UNC -2A, 18-8 SS 1 A VAILABLEIN MILL FINISH, AND CLEAR AND BRONZEANODIZED FINISHES. STAINLESS STEEL LAG SCREWS INCLUDED WITH ANODIZED FINISHES. j Quick Mount PV° TITLE: QMSFT: QBASE STANDARD FLAT TILE MOUNT SIZE DRAWN BY: RAD REV pMENSIONS ARE IN INCHES �t roLERANCES. IY DATE: 2/13/2015 3 FRACTIONAL! 1/8 DO NOT SCALE DRAWING MO PLACE DECIMAL 2.18 1HREEPIACEDECIMAL l.I25 SCALE:1:6 WBGHT:2.16 I SHEETI OF Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. Important:To maintain waterproofing of substrate it is important to make sure the aluminum primary flashing is properly placed over the QBase and under the course of paper above. If the paper above does not reach, due to layout, place an additional piece of roofing paper over the primary flashing and under the next course of paper above. (See instructions on reverse) quick Mount PV® RESPECT THE ROOF QBase Standard Flat Tile Mounting Instructions Subflashing Waterproofing Method: Lapped Paper Installation Tools Required: tape measure, drill with 7/32" bit, drill or impact gun with 1/2" deep socket, caulking gun and.sealant compatible with roofing material, 30 lb felt paper, whisk broom, roofing bar, angle grinder with a diamond blade Remove the at selected location of mount. Locate and mark center of rafter. Use a straight edge and measure up 6 %" from bot- tom of tiles to center of the mount over the center of rafter. Align QBase over rafter center and drill two T/32" pilot holes. Place grade -8 machine bolt un- der QBase in hex slot, threads pointing up. Lag QBase into rafter on marks. Carefully clean the building paper then install pri- Take care to do a quality installation. When using mary flashing in either a three -course method or the paper method, cut a piece of paper 18" wide properly lapped paper method.' Apply bead of seal- to slide under the course above, and over the pri- ant in the shape of an upside down U on the back mary flashing of the mount. side of the sub -flashing. Cut a hole in the tile removed, with room to get the Apply sealant where post and flashing meet, and ' For more details on underlayment water - post through. Replace tile in position. Insert post install counter flashing collar. (Be sure to seal off proofing please visit our website: and tighten into place. Install the 18"x 18" flashing the post from weather exposure with the sealing http://www.guickmountpv.com/tile- and apply sealant around the opening. washer (item 8), in the interim before racks are waterproofing installed.) . BI 7.2.3-13 Mar -2015, Rev4 BI 7.2.3-13 Mar -2015, Rev4 .. .. .. .- Lag Bolt Specifications Specific Gravity 2/ea 5/16" shaft per 2.5" thread depth 5/16" shaft per 1" thread depth Douglas Fir, Larch .50 1330 266 Douglas Fir. South .46 1175 235 Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) .46 1175 235 Hem, Fir .43 1060 212 Hem. Fir (North) .46 1175 235 Southern Pine .55 1535 307 Spruce, Pine, Fir .42 1025 205 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) .50 1330 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. Important:To maintain waterproofing of substrate it is important to make sure the aluminum primary flashing is properly placed over the QBase and under the course of paper above. If the paper above does not reach, due to layout, place an additional piece of roofing paper over the primary flashing and under the next course of paper above. (See instructions on reverse) quick Mount PV® RESPECT THE ROOF QBase Standard Flat Tile Mounting Instructions Subflashing Waterproofing Method: Lapped Paper Installation Tools Required: tape measure, drill with 7/32" bit, drill or impact gun with 1/2" deep socket, caulking gun and.sealant compatible with roofing material, 30 lb felt paper, whisk broom, roofing bar, angle grinder with a diamond blade Remove the at selected location of mount. Locate and mark center of rafter. Use a straight edge and measure up 6 %" from bot- tom of tiles to center of the mount over the center of rafter. Align QBase over rafter center and drill two T/32" pilot holes. Place grade -8 machine bolt un- der QBase in hex slot, threads pointing up. Lag QBase into rafter on marks. Carefully clean the building paper then install pri- Take care to do a quality installation. When using mary flashing in either a three -course method or the paper method, cut a piece of paper 18" wide properly lapped paper method.' Apply bead of seal- to slide under the course above, and over the pri- ant in the shape of an upside down U on the back mary flashing of the mount. side of the sub -flashing. Cut a hole in the tile removed, with room to get the Apply sealant where post and flashing meet, and ' For more details on underlayment water - post through. Replace tile in position. Insert post install counter flashing collar. (Be sure to seal off proofing please visit our website: and tighten into place. Install the 18"x 18" flashing the post from weather exposure with the sealing http://www.guickmountpv.com/tile- and apply sealant around the opening. washer (item 8), in the interim before racks are waterproofing installed.) . BI 7.2.3-13 Mar -2015, Rev4 BI 7.2.3-13 Mar -2015, Rev4 W V N LU w 3 v N O rDr A w W LU N �n V OD N N ko V 0 o g n S � n' 3 0 � 7 1v c 0 n 3 n o D Ln c _ {p n• 0 3 0 C o o � g 0 p n' F 0 D � To v � N � O ID N YD A MN N = A 3 D'3o�E 0M f1 S DO F,- rD M C N 0 H � U N � N 7 S TO -�� - •a w 7 Q- d TO Q) a YD QET o M. 7 3 -0 00 O D Cr YD rD 41 �. VI N qQ O N n � 00 O_ v n Cr fD M 0 N. 7 0- � v v � M < 1n D TD T1 OO 0. Q 7 QJ DO O YD O DO E; D < C O N d pT 7 7 � SaQ 0-� O U IC. GD c v p- - L N rD o DS N 0 S m 'C•r N � O m � w o s� o s TO 7- 7 NDO M 7 �L 1D o D0 rD 2, o w T Q, 7 O n N � p YD H 7 N S x rD n N v Q rte+ a CL 1D v d 0 CL 10 W 0_ D 0-0 7 �G C D O CT 7 N v s o_ rD o - S1 ID n �v N N Q K M 2,= ss YD rD c 0 Q v m rD so 7 y DO 7 O_ YD Standard Flat Tile Mount I QMSFT Additional Dimensions 0 4.31 9.00 3.50 4.50 9.00 1.81 SUB FLASHING (ITEM 4) 04.00 QO 2.50 01.25� 5.00 1.50 .50 ABASE (ITEM 2) and POST (ITEM 7) PROPRIETARY AND CONFIDENTIAL T E WTORMADON COMAINED W THIS DRAWING D THE SOLE PROPERTY OF OUCK MOUM Pv. ANY REPRODUCTION IN PARI OR AS WHOLE WITHOUT THE WRITTEN PERMISSION OF QUICK MOUNT Pv 15 PROTTMED. EDGE TOWARnc DrnnG DIn--G II (D � 18.00 1 1.44 TOP FLASHING (ITEM 5) Quick Mount PV� TITLE: QMSFT: ABASE STANDARD FLAT TILE MOUNT .--vinc xn.ln ; 1 SIZE 1 DRAWN BY: RAD I REV DIMENSIONS ARE IN INCHES TOLERANCES. A DATE: 2/13/2015. 3 DO NOT SCALE DRAWING TWO PLACE DECIMAL 2.18 THREE PLACE DECIMAL 2.125 SCALE:1:5 WEIGHT:2.16 SHEET 2 OF L Cr N S _ �• U3 W M 0 0 3 M Ph CL I M M 1 0 C mn N M I .CCUS Product Datasheet ENERGY The LGate 120 combines a revenue -grade, solid-state power meter with an advanced communications gateway. These components work in conjunction to remotely monitor the performance of residential solar energy installation regardless of panel or inverter type. The LGate 120 is a one-piece completely under glass meter which installs easily using a standard socket base. Performance data is uploaded in near real-time to the Locus Energy SolarOS monitoring platform which provides a suite of tools and analytics for asset managers. DATA COLLECTION AC energy data is collected by the meter and passed to the communications module. Additional system performance data can be collected directly from meteorological sensors and supported inverters via available RS -485 or Zigbee connections. All data is stored in non-volatile memory and then automatically uploaded to the SolarOS and SolarNOC platforms. NETWORK CONNECTIVITY The communications gateway inside the LGate 120 supports plug and play connectivity through a cellular or available Ethernet network connection. Once the unit is installed and powered on, it will immediately begin transmitting data without any configuration. For maximum reliability, the communications gateway will automatically route uploads between the wireless and wired connections if either of the networks are unavailable. FEATURES • ANSI C12.20 power meter • RS -485 and Zigbee inputs • GSM cellular or Ethernet connectivity • Over the air firmware updates • Easy, low cost installation • Doesn't require entrance into the building • Plug and play activation • LCD display DIAGRAM - TYPICAL CONFIGURATION DIMENSIONS LOCUS ENERGY METER BASE COMM MODULE METER MODULE v v ��o Imo.. �-- Custom version of Linux 2.6, OTA firmware updates Como MSM 128 MB RAM Shielded CATS t ff LCD screen AMM ::: i ANSI 12.20 class 0.2% INTERNET PTCRB I AT&T Carrier Compliance ELECTRICAL CommOoEMEMEte SERVICE I®a ®MM ®== INVERTER(S) LGATE 120 PV ARRAY DIMENSIONS LOCUS ENERGY METER BASE COMM MODULE METER MODULE v v v OS Custom version of Linux 2.6, OTA firmware updates Memory 128 MB RAM Environment t ff LCD screen J SPECIFICATIONS DATALOGGER t Processor ARM9 embedded CPU OS Custom version of Linux 2.6, OTA firmware updates Memory 128 MB RAM Environment t Display LCD screen COMMUNICATION INTERFACE OPTIONS r I Model Number LGa[e120-3Gx LGate120-3Gy LGate120-3Gz ; Cellular - 3G GSM ✓ ✓ ✓ RS -485 2 and 4 wire ✓ Modbus ✓ t Zigbee ✓ Ethernet RJ -45 10/100, DHCP/Static ✓ SOCKET METER 6.95 in 6.31 in --i� 5.46 in �) 6.00 in - 7.30 in Enclosure NEMA 3R Type Weight 8 oz Dimensions 6.95" x 6.5" x 7.3" Environment -20 to 60C, all-weather Warranty 5 year limited warranty COMMUNICATION INTERFACE OPTIONS r I Model Number LGa[e120-3Gx LGate120-3Gy LGate120-3Gz ; Cellular - 3G GSM ✓ ✓ ✓ RS -485 2 and 4 wire ✓ Modbus ✓ t Zigbee ✓ Ethernet RJ -45 10/100, DHCP/Static ✓ SOCKET METER 6.95 in 6.31 in --i� 5.46 in �) 6.00 in - 7.30 in Accuracy ANSI 12.20 (Class 0.2%) Voltage Inputs 120 - 480 VAC I Max. Current Input 200 A i Service Type Single phase , 60 Hz Socket Type 2S i ANSI 12.20 class 0.2% FCC Part 15B PTCRB I AT&T Carrier Compliance Single Meter Sockets -Without Bypass 125 & 200 Amp a It Oil (closed) U204(open) Application • Single meter position • Receive ANSI C12.10 watthour meters • Surface or flush mount (see chart) Construction • Ring type • NEMAType 3R UL • ANSI 61 gray E -coat finish ° • Aluminum snap ring included Standards Accessories • UL 414 Listed • 5th Jaw Kit - 50365 • ANSI C12.7 • 200A Triplex Ground - ETB200 • AW Hub Part/UPC Catalog Amp Overall Dimensions Service Knockout Number Connections Height Number Number Rating Jaws Type Access Line Load Neutral 78205142000 011 125 4 10/3W OH/UG #14 - 2/0 #14 - 2/0 #14 - 2/D 78205142040 011 F 125 4 10/3W OH/UG #14 - 2/0 #14 - 2/0 #14 - 2/0 78205142045 011 MS73 125 4 _ 10/3W OH/UG #14 - 2/0� #14 - 2/0 _ #14- _2/0 78205142050 011 SF 125 4 10/3W 0H/UG #14-2/0 #14 - 2/0 #14-2/0 78205144030 92_7 100 7 30/4W OH/UG _#14 -1/0 #14 -1/0 #14 -- 2/0 78205156000 204 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156020 _ 204 F AW / 2" Hub - Fig. 2 �'1 78205156035 OH_ _ #6 250MCM #6 250MCM #6 - 350MCM 78205156030 204 F MS73 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM r78205156040 204 MS68 200' 4 _ -1 05W OH- _ #6 - Z50MCM #6 - 250MCM A - 50. M 78205156035 204 MS68A 200 4 10/3W OH #6 - 250MCM #6 - 250MCM #6 - 350MCM F7005108490 204 MS73 200 4 10/3W OH_ #6 - 250MCM #6 - 250MCM #6 - 350MCM 78205156005 U204 200 4 10/3W UG #6 - 250MCM #6 - 250MCM #6 - 350MCM i 78205156045 6204 F _ -_ 200 _ _ 4 10/3W - UG #6 - 250MCM—_#6 250MCM #6 350MCM , 78205156060 U204 F MS73 200 4 10/3W UG #6 - 250MCM #6 - 250MCM #6 - 350MCM 178205156070 U204 MS73 200 4 10/3W T _ �UG #6 - 250MCM #6 - 250MCM #6 - 35oMCM 78205156140 U207 200 7 30/4W OH/UG #6 - 250MCM #6 - 250MCM #6 - 250MCM 78205156170 0207 IF _ - _ 200 _ 7 30/4W_ --UG _ #6_- 250MCM #6 - 250MCM #6 - 250MCM' 78205156180 U207 MS73 200 7 30/4W OH/UG #6 - 250MCM #6 - 250MCM #6 - 250MCM Part/UPC Catalog (U) 204 Overall Dimensions Top Knockout Number Number Height Width Depth Provision Layout 78205142UUD 011 12" B" 45/o" AW Hub Fig.1 78205142040 011 F 12" 8" 45/8" 2" max KO Fig. 1 78205142045 011 MS73 _ _ 12" - 8" - 45/8" -AW Hub _ � _ _ Fig. 1 78205142050 011 SF 12" B" 45/e" 2" max KO Fig. 1 i 78205144030 927 -� 1T'_ _6" _- 45/e`� -AW Hub Fig. 1 78205156000 204 15" 8" 45/e" AW Hub Fig. 2 78205156020 F04 IF -_ v_ 15" 8'_ 6" 2' max KO T -Fig. 2 _ ) 78205156030 204 F MS73 15" B" 6" 2" max KO Fig. 2 78205156040 + 204 MS68 " ~ 15" ~ 8" __45/8"_ _' AW / 2" Hub - Fig. 2 �'1 78205156035 204 MS68A 15" 8" 45/8" AW / 2" Hub Fig. 2 78205108490 Y204 MS73- 15' _ _ ` 8" 45/e� - None _ _ Fig. 2 ; 78205156005 U204 15" 12" 45/s" None Fig.3 78205156045 U204 F' -' 15' _ -15" _ 12"_ 6" (2) 2" max KOTFig. _r 3 78205156060 U204 F MS73 12" 6" None Fig. 3 78205156070 6204 MS73 _ 15� 12"_ 45/0' None fig. 3 i _ _ 78205156140 U207 18" 12" 5" AW Hub Fig. 4 AIC Note: 76205156170 '6207 F ' _ 18" 12" ! 21/ KO _ _ - Fig. 4 For short circuit current 78205156180 6207 MS73 18" _ 12" _--_ 5' _max _� AW Hub Fig. 4 ratings see page 131. B -Line Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. by E_T•� 5 Meter Mounting Equipment Single Meter Sockets -Without Bypass 011 F - Flush Mount (U) 204 MS68 - 2" Conduit Hub (U) 207 MS68A - MS73 + MS68 927 MS73 - AL Screw Type Ring SF - Semi Flush Mount SS - Stainless Steel Knockout Layouts Fig. 1 Top Provision 0 O 4F F774F both sides 1A Fig. 3 .'-4Top Provision 4F 4G 4F 4F both sides bo., O 4G 1W 125 & 200 Amp 1W = 1/a' 1A = 1/2' 2A = 1/2' -1/4' 4F=2" -11/t'-11/4'-1' 4G=21k'-2"-114'-11/4' Top Provision = See Chart Fig. 2 Top Provision 4F both sides 4F 1A 4G 4G 4G _07r t otG sides 4G 2A Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. Meter Mounting Equipment 6 B -Line by'EA, -N Fig. 4 Top Provision 4G 4G 4G _07r t otG sides 4G 2A Data subject to change without notice. Consult local utility for area acceptance. All dimensions are in inches. Meter Mounting Equipment 6 B -Line by'EA, -N October 22"d, 2013 This letter is to certify that the LGate 120 and LGate 320 are communication boards built into the Vision Meter 2S CL200 and 16S CL320 socket meters, respectively. Each of these meters was certified to the ANSI C12.20 (class 0.2%) standard by Underwriters Laboratory on June 7, 2013 as part of the Vision Meter Family (Project Number 12CA71134, Job Number 1001541515, and Report Number R12CA71134- ANSI). ANSI C12.20 is currently recognized as the industry standard for electrical socket meters in both utility and PV monitoring applications. These tests cover both meter accuracy as well as several safety standards including electrical and environmental safety, as well as resistance to various types of mechanical shock. As electrical socket meters are generally installed and maintained by trained and certified professionals, rather than consumers, they do not fit the typical criteria for additional types of UL or IEC certification. If you have any further questions regarding the product certification Of any Locus Energy LGate-branded device, please contact us at support@locusenergy.com. The Locus Energy Team Locus Energy, LLC www.locusenergy.com DG321NRB DG322URB Switching Devices 1.1 Safety Switches 120/240 Vac General -Duty, Fusible, Single -Throw, continued Maximum Horsepower Ratings O NEMA 1 NEMA 3R Ampere Fuse Type Single -Phase AC Three -Phase AC DC Enclosure Indoor Enclosure Rainproof System Rating Provision 120V 240V 240V 250V Catalog Number Catalog Number Cartridge Type—Three-Pole, Three -Wire (Three Blades, Three Fuses) -240 Vac 30 — — — — — O O 60 100 — — — — — O O 200 H — 15 25-60 — DG324FGK 3 a O 400 H 50-125 DG325FGK 3 ° DG325FRK 3 600 H 75-200 DG326FGK 3 ^ DG326FRK 3 Cartridge Type—Four-Wire (Three Blades, Three Fuses, S/N)-120/240 Vac 30 H — 1-1/2-3 3-7-1/2 — DG321NGB© DG321NRB 0 Z 60 H — 3-10 7-1/2-15 — DG322NGB O DG322NRB O 100 H — 7-1/2-15 15-30 — DG323NGB O DG323NRB O 200 H — 15 25-60 — DG324NGK DG324NRK 400 H — — 50-125 — DG325NGK DG325NRK 600 H — — 75-200 — DG326NGK DG326NRK 120/240 Vac General -Duty, Non -Fusible, Single -Throw Maximum Horsepower Ratings NEMA 1 NEMA 3R Ampere Single -Phase AC Three -Phase AC DC Enclosure Indoor Enclosure Rainproof System Rating 120V 240V 240V 250V Catalog Number Catalog Number Two -Pole, Two -Wire (Two Blades) -240 Vac b b 30 2 3 — — DG221UGB ° 5 DG221URB G@ 1 1 60 3 10 — — DG222UGB @Q DG222URB 0@ Y Y 100 — 15 — — DG223UGB ^ 5 DG223URB &D 200 — 15 — — ^ 6 DG224URK Three -Pole, Three -Wire (Three Blades) -240 Vac 30 2 3 7-1/2 — DG3211LIGB ^ 5 DG321URB ^ 5 1 1 60 3 10 15 — DG322UGB e@) DG322URB @Q Y Y 100 — 15 30 — DG323UGB ° 5 DG323URB G@ 200 — 15 60 — DG324UGK © DG324URK 400 — — 125 — DG325UGK0 DG325URK0 600 — — 200 — DG326UGK0 DG326URK0 Notes O Maximum hp ratings apply only when dual element time delay fuses are used. Q Use four -wire catalog numbers below. O Solid neutral bars are not included. Order separately from table on Page V2 -T1-14. ® WARNING! Switch is not approved for service entrance unless a neutral kit is installed. O These switches do not have an interlock that prevents door from being opened when switch is in the ON position. © Use three -wire catalog numbers below. O Drilled to accept field installed neutral kits. All general -duty safety switches are individually packaged. Accessories are limited in scope on general -duty safety switches. See Page V2 -T1-14 for availability. In addition, clear line shields are available as an accessory on 200-600A general -duty switches. Catalog Numbers: 200A = 70-7759-11, 400A = 70-8063-8, 600A = 70-8064-8. Volume 2—Commercial Distribution CA08100003E—lune 2015 www.eaton.com V2 -T1-29 Switching Devices 1.1 Safety Switches Dimensions Approximate Dimensions in Inches (mm) Plug Fuse, 120, 120/240V, Single-, Two -Pole Solitl Neutral, Single -Throw Ampere NEMA 1 Rating Height Width Depth 30 6.88 (174.8) 4.94 (125.5) 3.44 (87.4) NEMA 1-313 30-100A General -Duty Non -Fusible and Fusible Single -Throw o D H f -D24 NEMA 1-311 200-600A General -Duty Non -Fusible and Fusible Single -Throw �W� D� C A H d . C C N- D2 �►I Notes O Dimensions are for estimating purposes only. O Figure is not applicable to plug fuse. V2 -T1-30 Volume 2 -Commercial Distribution CA08100003E-June 2015 www.eaton.com General -Duty, Fusible, 240V, Three -Pole Solid Neutral, General -Duty, Non -Fusible, 240V, Three -Pole, Single -Throw o Single -Throw o Ampere Weight Ampere Weight Rating Width (W) Height (H) Depth (D) Depth (D2) Lbs (kg) Rating Width (W) Height (H) Depth (D) Depth (D2) Lbs (kg) NEMA1 NEMA1 30 6.38 (162.1) 10.69 (271.5) 6.88 (174.8) 3.75 (95.2) 6 (2.724)' 30 6.38 (162.1) 10.69 (271.5) 6.88 (174.8) 3.75 (95.2) 6(2.724) 60 8.69 (220.7) 14.19 (360.4) 7.38 (187.5) 4.21 (106.9) 9(4.086) 60 8.69 (220.7) 14.19 (360.4) 7.38 (187.5) 4.21 (106.9) 10 (4.54) 100 9.13 (231.9) 18.81 (477.8) 7.38 (187.5) 4.23 (107.4) 12 (5.448) 100 9.13 (231.9) 18.81 (477.8) 7.38 (187.5) 4.23 (107.4) 14 (6.356) 200 16.00 (406.4) 24.75 (628.7) 11.25 (285.8) 6.14 (156.0) 48 (21.792) 200 16.00 (406.4) 24.75 (628.7) 11.25 (285.8) 6.14 (156.0) 48 (21.792) 400 23.00 (584.2) 44.75 (1136.7) 12.63 (320.8) 7.27 (184.7) 100 (45.4) 400 23.00 (584.2) 44.75 (1136.7) 12.63 (320.8) 7.27 (184.7) 110 (49.94) 600 24.00 (609.6) 52.25 (1327.2) 14.25 (362.0) 8.95 (227.3) 130 (59.02) 600 24.00 (609.6) 52.25 (1327.2) 14.25 (362.0) 8.95 (227.3) 145 (65.83) NEMA 3R NEMA 3R 30 6.38 (162.1) 10.81 (274.6) 6.88 (174.8) 3.75 (95.2) 6(2.724) 30 6.38 (162.1) 10.81 (274.6) 6.88 (174.8) 3.75 (95.2) 6(2.724) 60 8.69 (220.7) 1438 (365.3) 7.38 (187.5) 4.21 (106.9) 9(4.086) 60 8.69 (220.7) 14.38 (365.3) 7.38 (187.5) 4.21 (106.9) 10 (4.54) 100 9.13 (231.9) 19.25 (489.0) 7.38 (187.5) 4.23 (107.4) 12 (5.448) 100 9.13 (231.9) 19.25 (489.0) 7.38 (187.5) 4.23 (107.4) 14 (6.356) 200 16.00 (406.4) 25.50 (647.7) 11.25 (285.8) 6.14 (156.0) 55 (24.97) 200 16.00 (406.4) 25.50 (647.7) 11.25 (285.8) 6.14 (156.0) 55 (24.97) 400 23.00 (584.2) 45.19 (1147.8) 12.63 (320.8) 7.27 (184.7) 105 (47.67) 400 23.00 (584.2) 45.19 (1147.8) 12.63 (320.8) 7.27 (184.7) 115 (52.21) 600 24.00 (609.6) 52.70 (1338.6) 14.25 (362.0) 8.95 (227.3) 135 (61.29) 600 24.00 (609.6) 52.70 (1338.6) ' 14.25 (362.0) 8.95 (227.3) 150 (68.1) NEMA 1-313 30-100A General -Duty Non -Fusible and Fusible Single -Throw o D H f -D24 NEMA 1-311 200-600A General -Duty Non -Fusible and Fusible Single -Throw �W� D� C A H d . C C N- D2 �►I Notes O Dimensions are for estimating purposes only. O Figure is not applicable to plug fuse. V2 -T1-30 Volume 2 -Commercial Distribution CA08100003E-June 2015 www.eaton.com SOLAR PV STANDARD ELECTRICAL PLAN CENTRAL INVERTER SYSTEM For Single Family Dwellings 23. The following signage is required to be installed: (a) Per Section 690.17 2010 CEC, where both the line and load side terminals of any disconnect may be live in the "OFF "position, the following warnings shall be placed on the front of the disconnected "WARNING LINE AND LOAD TERMINALS MAY BE ENERGIZED IN THE OPEN POSITION." Red background • White lettering • Minimum 3/8" letter height • All capital letters • Arial or similar font • Reflective, weather resistant material - (approved adhesive material may be used) V I NCI & ASSOCIATES Structural .Engineers CLIENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA .93033 Tel: 805-486-4700 Subject: Static load test results for the following: Mounting System in Rail Height Max Span (in.) Maximum Frame Maximum Frame Load Equivalent Wind Speed (in.) Length* (in.) Width* (in.) (Ibs/ft2) (mph)** Rooffrac ® .1-1/2 48 65 (77**) 40 55 135 (115") TEST SETUP (as shown in attached drawing detain: Three modules, as specified above, were bolted to 1.5" tall Professional Solar Products (PSP) patented RoofTrac®support rails using an assembly of 5/16"Stainless Steel (SS) bolts,SS lock washers and proprietary aluminum clamps and inserts. The RoofTrac®.support rail was attached to the PSP RoofTrac® structural attachment device with a.3/8" SS nut and SS washer at six attachment points. The setup was attached to 2"x6" wooden rafters using 5/16" x 3-1/2" lag bolts. The attachment spans consisted of 48" front to rear with structural attachments spaced 48" on center. TEST PROCEDURE (as shown in attached drawingdetain: The test setup was top loaded to above specified load. The setup remained loaded for an approximate period of 30 minutes. The maximum deflectiowand any signs of permanent deformation were recorded. The test setup was then inverted and loaded to -simulate the uplift condition. The test set up was re -loaded to above specified load. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.469", with no permanent deformation. The maximum uplift deflection Was recorded at 0:313", with no permanent deformation.. This document certifies the RoofTrac® mounting system used with modules, as specified above, withstand the stated static pressure load,equivalent to the stated wind speeds". the mounting:system performed as expected. Sincerely, James R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural'attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. A 5/16' lag bolt requires a 3/16" pilot hole. it is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure to securely attach to the roof structure may result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof up.to a maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed into a roof member or blocking with a 5/16" diameter screw at each Fast -jack location. `Screws shall have minimum of.2 %,penetration into framing.member for zonel& minimum of 3' penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each corner of the roof) This office does not express an opinion as to the. load bearing characteristics of the structure the mounting system/modules are being installed ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products (including FastJackO , TileTrac®, and FoamJack,9) can .be interchanged with this system. Check with local building department or AHJ for site specific requirements. *Modules measuring within stated specifications and tested to U1.1703, or equivalent, are included in this engineering. >L **Wind loading values relative to defined load values using wind load exposure and gust factor coefficient exposure C' as defined in the 2012(IBC),/2013 (CBC) / ASCE7-10. For 77" x 40"module. equivalent wind speed derated to 115 mph. *** Module tested: 64.6" x.39.1" x 1.8" (shrp) ****Est. snow load rating of 30 Ib/ft2 based on 1.5 safety factor. (20 Ib/ft2 for 77" X-40' module) �d 175 E. Wilbur Rd, Suite 103 o Thousand Oaks, JCA /i Page 1 of 3 3.8 0 RT -4 48" .Module Area = 18 fl? each .,�.1 .Appmx - I� Max wamang 1 Total module (45 lbs ea.) and rail (10.lbs ea.) weight: 155 lbs Number of attachments: 6 ea Weight / attachment point: 26 lbs Area: 54 ft' Distributed weight: -2.9 Ib/ ft2 .5/16" Stainless. Steel Hex.bolt 5/16" Stainless Steel Lock Washer 1 Aluminum ProSolar Inter -Module Clamp 1 Aluminum ProSolar �— Channel Nut Aluminum ProSolar RoofTrac® Support Rail. �-- 3/8" Stainless :Steel Hex i Solt and Flat Washer Aluminum ProSolar patented FastJack® Roof Attachment* 5/16" Stainless Steel Lag Bolt and Flat Washer 2,984 lbs / I 55 psf I f 1 _�_I I I ICOI�CR ELLAyT I I Ll Top Load'Deflection: 0.469" L2;984 lbs ]11 55 psf 'Lab tested structural attachments manufactured by Professional Solat Products (including FastJackO , TileTraco, and FoamJacko) can be interchanged with this system. PmfessionalSolar PioductsRoofrrac® Patent# 6,360,491 Photovoltaic mounting system Page 2 60 ICO NRET �IILAS-rLl Up lift Deflection: 0.313" S R1C `yn W Z 0 0 1 d P. 1 1 1:7 FCMY\_ . Solar Mo u Static load test RT—4 FastJacke 2X brlhkket.only to be used between rows of modules to maintain ppprx. 48"upper to lower Roo rac@ support rail spa 'ng Approx. 48" - C FastJack® 2X bracket Assembly side view Approx 20" max overhang 5/16".Stainless Steel H bolt and slit lock washer Aluminum ProSolar — ,-, Inter. -Module Clamp Aluminum Pros ar I I Channel Nut Aluminu919 oSolar RoofTraupport Rail 3/8" sinless Steel Hex olts and Flat ` W hers uminum ProSolar — FastJack® 2X Bracket I (only used between two rows of modules) Aluminum ProSolar Patented 2 pc FastJack® Roof Attachment 5/16" Stainless Steel Lag Bolt and Flat Washer *Lab tested structural attachments manufactured by Professional Solar Products (including FastJackO , TileTracm, and FoamJacke) can be interchanged with this system. **Check span suitability with AHJ as necessary Professional SolarProducts RoofTrec" Patent# 6,360,491 Photovoltaic mounting system Page 3 of 3 Module Area = 18 fl? each IE 48" 1 Total module (45 ib/ea.) and rail (10 Ib/ea.) weight: 310 lbs Number of attachments: 9 ea I attachment point: 35 lbs \Are' 108 ft2 ted weight: 2:9 Ib%, Solar Modules Static load test RT -4 solar =ee z SolarEdge Single Phazc For North America SE3000A-US / SE380OA-US / SE5000, SE760OA-US / SE10000A-US / SE1140 - .�. v - y,. .�� V m s 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 - ITAI-Y - FRANCE -JAPAN -CH INA - AUSTRALIA -THE NETHERLANDS -ISRAEL www.sola redge. us Solar0=0 . Single Phase Inverters for North America ur SE3000A-US SE380OA-US / SE5000A-US / SE6000A-US SE760OA-US SE1000OA-US / SEI 1400A -1S I SE300OA-US I SE380OA-US I SESOOOA-US I SE600OA-US I SE760OA-US: I SE1000OA- US SE1140OA-US . ... ......... . . .. ......... ............... . . . ......... . . .......... ............................ . ....... OUTPUT Nominal AC Power Output ... -11 ... I I .......... .... . ... I .... -- Max. AC Power Output ....... I ...... I ............................ AC Output Voltage Min.-Nom.-Max.l'l AC Output Voltage Min.-Nom.-Max.(Il 211 - 240 - 264 Vac ............ AC Frequency M.in..-N.om.-.Max.(.1) ....... . .. .... ..... Max. Continuous Output Current ... I... ... ................ ........... _G�DI.Th.re.s.hold ............ ........... Utility Monitorinp. Islandine Protectior 3000 9980 @ 208V 3800 5000 6000 7600 11400 .......... .......... ............... ........ ......... 10800 @ 208V ........... 5400 @ 208V 3300 4150 6000 8350 12000 ....... .1, ...... . ............. ................ ................ 1QM.@?A0V .... .................. VA VA A Yes INPUT ............ 3/4" minimum / 16-6 AWG ...... I ...... ....... ...... ...... ......... 3/4" minimum / 8-3 AWG ....... ..�imurri DC Power ................... ..... �9�9 ..... ..... �100 1 6750 1 8100 10250 .............. ........... 15350 ....... I ...... ........... W Transformer -less, Ungrounded ............ ....... . Yes ............... ........... ............... * ........................ ................. ........ ............. Max. Input .................. ......... ... Vdc ........ Nom, DC Input V It 325 @ 208V 350 @ 240V .... r ............... ".., ......... Vdc Max. Input Current(') 9 . 5 13 1 16.5 @ 20 .................. ............... ........ 18 23 1 33.. 208V ........... 34.5 Adc.......................................................... ............ ........ ... I ...... .................. ........... Max Input Short Circuit Curr nt 45 Adc Reverse-NlarityProtection .,. Yes ..................................................... Ground -Fault Isolation Detection _..................................... 600ka Sensitivity ... ... ... ....... .......... ........... ...... ...... ..Ma.x.imu.m..Inv.ert.er.Effici.en.c.y .2 1 98.3 98.3 98 98 98 % ...... ... CEC Weighted Efficiency .... ........... 97.5 @ 208V 98 ........ ................ 97.5 1 97.57.5 ............... 97 @ 208V ....... ........... % ............... "'M R �49y ................................1..97;51 ..@ 24QY. 9. ......... Nighttime Power Consumption < 2.5 < 4 W ADDITIONAL FEATURES . ... . ._._......_........_.__.....-........_........._._.._.--= . .. ...... . .. . .. ........................................ Supported Communication Interfaces ................. ....... -1 ....... RS485, RS232, Ethernet, ZigBee (optional) ......... ............. ..................... ............ ...... ........ ....... .......... Revenue Grade Data, ANSI C12.1 Optional") ........... ............ Rapid Shutdown — NEC 2014 690.12 Functionality enabled when SolarEdge rapid shutdown kit is installed") .......... . . . ...... . ....... - - ----------- ------- STANDARD COMPLIANCE Safety ......... ...... ........ ............. YL1741, UL16996, UL1998, CSA 22.2 . ................. ....... .......... ....... ..................... ........ Grid Connection Standards IE E1547 .......... ........... .......... ........ EmissionsFCC artiS class B ... .... ..... . . . ... ............. . .......... . ....................... .......... ...... .... . . . ................. INSTALLATION SPECIFICATIONS 7 AC output conduit size / AWG !-�ngf�. . ... I., ... ....... * .............. ............ 3/4" minimum / 16-6 AWG ...... I ...... ....... ...... ...... ......... 3/4" minimum / 8-3 AWG ....... DC input conduit size / # of strings 3/4" minimum 1-2 strings / 16-6 AWG 3/4" minimum/ 1-2 strings/ AWG AWGrange ............................. ...................................................................... .............. ............. ............. Dimensions with Safety Switch 30.5 x 12.5 x 7.2 / 775 x 315 x 184 30.5 x 12.5 x 10.5 / (yXWXP). I ... I I .............. .... r ............... ".., ......... ......... �Weight with 5afetY Switch ....... .... 51.2/23.2 54.7/24.7 ....... ...... ........ ....... .......... ......... 8.81.4./.4.0..A. ........... Natural convection Cooling Natural Convection and internal j Fans (user replaceable) tan (user ............... . ............ ................ ...... ....... Noise ...............< 25......... Min. -Max. Operating Temperature -13 to +140 -25 to +60 (-40 to +60 version available0l) ..Range ............................... .................................. I ........... ......... ... ... ...... ....... ...... Protection Rating ...................... ... ....................................... ............NEMA 3 For other regional settings please contact SolarEdge support. A higher current source may be used; the inverter will limit its input current to the values stated. Revenue grade inverter P/N: SExxxxA-1.15000NNR2 (for 760OW inverter:SE7600A-US002NNR2). Rapid shutdown kit P/N: SE1000-RSD-Si. Ri -40 version P/N: SlixxxxA-1.15000NNI.14 (for 760OW inverter:SE7600A-US002NNU4). RoHS hnologiag Inc. All riolits r served. SOLAREDGE_ the SolarEdge lopo. OPTIMIZED BY SOLAREDGE dBA jTUV Power controlled: �„,�••;,, ,--y �_;a.,.�..----^�^--"""" •�� rtivanamibna . Lowest measuring -tolerance in industry Every component is tested to meet, OR 3 times IEC requirements t Designed to withstand heavy a �. accumulations of snow and ice , _ n ts +. ``�? Sunmodule Plus: �. -.. `''..__ :Positive performance tolerance J �a • 25 ear linear performancewarranty year, Y P y ` and 10 -year product warranty J I -E Glass with anti -reflective coating . ,, World-class quality QJx!i!iM,IE•: 67775 Safety tested. 1EC 61730 Fully automated production lines -and seamless monitoring of the process and mate aDEBlowing 'n ela re&t,eo IEC 67 16 60069.;-68 !L rial ensure the quality that the company sets as its benchmark for its;sites world'+nride. 9 Y P Y :pular `+� pedi-1067J01 C us UL 17.03 Ped,dk inspection SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. E Name Innovation NGAs :I.EFM C[3i:!tED- 25-year linear performance guarantee and extension of product warrantyto,10 years SolarWorld guarantees a maximum performance digression of 0.7% p.a. in the course of 25 years; a significant added value compared to the two-phase warranties com acs I�? mon in the industry, along with our industry -first 10'year.,product.warranty.' 'in accordance with the applicable Solarworld Limited Warranty at purchase. www.solarworld.com/warranty solarworld.com nAENxrFUSoOT Sunmodule;-/Plus SW 285 MONO (33mm frame) PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' Maximum power Pma, 285 Wp Open circuit voltage V. 39.7 V Maximum power point voltage V -PP 31.3 V Short circuit current I,C 9.84 A Maximum power point current I -pp 9.20 A Module efficiency nm 17.0% 'STC: 1000 w/ml, 25'C. AM 1.5 1) Measuring tolerance (P_,) traceable to TUV Rheinland: +/- 2% (TUV Power Controlled) THERMAL CHARACTERISTICS NOCT 46 °C TC 1,c 0.04 %/°C TC vm -0.30 %/`C TC P -PP -0.41 %/°C Operating temperature -40°C to 85°C V. Module voltage [V] 37.8(961)- 4.20 7.8(961)- 4.20 O (106.65) 7.12 00.26 (6.6) (180.85) 00.35(9) 0 0 0 0 0 o a f� 0.35(9) 11.32 (287.50) I- �+ 39.4 (1001) 1.30 (33) PERFORMANCE AT 800 W/0, NOCT, AM 1.5 Maximum power P,na, 213.1 Wp Open circuit voltage V. 36.4 V Maximum power point voltage Vm 2 8.7 V Short circuit current 1„ 7.96 A Maximum power point current ImPp 7.43 A Minor reduction in efficiency under partial load conditions at 25•C: at 200 W/m+,100% (+/-2%) ofthe STC efficiency (1000 W/m=) is achieved. COMPONENT MATERIALS Cells per module 60 Cell type Mono crystalline Cell dimensions 6.17 in x 6.17 in (156.75 x 156.75 mm) Front Tempered glass (EN 12150) Frame Clear anodized aluminum Weight 39.7 lbs (18.0 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC III NEC 1000 V Maximum reverse current 25 A Number of bypass diodes 3 Design Loads' Two rail system 113 psf downward 64 psf upward Design Loads' Three rail system 178 psf downward 64 psf upward Design Loads' Edge mounting 178 psf downward 41 psf upward *Please refer to the Sunmodule installation instructions for the details associated with these load cases. ADDITIONAL DATA Power sorting' 0 Wp / +5 Wp_ 1 -BOX IP65 Module leads PV wire per UL4703 with H4 connectors 4x1 Module type (UL 1703) 1 Glass Low iron tempered with ARC rn 10 1.30 (33) �- 1.14 (29) All units provided are imperial. SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. Compatible with both "Top -Down" and "Bottom" mounting methods -46 Grounding Locations: -4 locations along the length of the module in the extended flange. SW-01-7102US 12-2014 Bir, # .City of La QUinta \ Buifding & Safety Division 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # ,— S ���� �Q Project Address: 5 7-5--AvaOpf /i aeXo Owner's Name: R M, V /1.1: A. P. Number: Address: 5YS/-7J /f V!/' v/dL44^�O Legal Description: City, ST, Zip: bl ( �' 9 S✓ � Contractor: o G Telephone:? 51 4-13 y ,31 Address:y0 S, G(��5� 11 � 1 Project Description: a — City, ST, Zip -.04M f0 6+ �• T el e q P hone: r 6 6 5'� ....................................:. � State Lic. # : 3 %�9,j City Lic. #.: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction n Type: State Lie. #: Project ect type(circle onif n Alter Repairair DemoAdd' Name,of Contact Person:G��G L �{L/� L /�j Sq. Ft.:#Stories: # Units: Telephone # of Contact Person:9 —d7"5—,lEstimated Value of Project: Z z APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cafes. Reviewed, ready fo torr ctionOHM10 Plan Check Deposit Truss Cates. Called Contact Person i- Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2" Review, ready for correctio issu Electrical Subcontactor List Called Contact Person 1� ` Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN ROUSE:- '^' Review, ready for corrections/issuc Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date or permit issue School Fees, Total Permit Fees FEB I, JAI— �fJ14 C/ A4 riZsr-"-- FEB I, �fJ14 C/ �i 1N� �4pt� o 70Sly7;-7 - F7 f4Mz:p d vee 4t> -: v mRC� '�r1. ►2� G>z.� SLG- �-C�G� %''��I ✓Z�Lg . 11 ?-) / /teev , G-16) 9;19 10