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Home My WebLink About2656 GATEWAY RD; ; CBC2019-0219; PermitProject Title: Description: BRESSI RETAIL: 63.18 KW ROOF MOUNT PV SYSTEM, 162 MODS Work Class: Cogen Lot #: Reference #: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Owner: BRESSI RETAIL LLC 130 Vantis Dr, 200 Aliso Viejo, CA 92656-2691 858-526-6655 Print Date: 11/14/2019 Job Address: 2656 Gateway Rd Permit Type: BLDG-Commercial Parcel No: 2132622100 Valuation: $64,800.00 Occupancy Group: # Dwelling'Units: Bedrooms: Applicant: BRIGHT POWER INC BRIAN PETERSON 860 Napa Valley Corporate Way, R Napa, CA 94558-6281 707-252-9990 Permit No: CBC2019-0219 Status: Closed - Finaled Applied:, 05/08/2019 Issued: 08/06/2019 Permit Finaled: Inspector: Final Inspection: 11/14/2019 2:03:16PP Contractor: BRIGHT POWER INC P0 Box 10637 Napa, CA 94581-2637 707-252-9990 /07 "ity of Carlsbad Ti,ItIi - 11111 BUILDING PERMIT FEE ($2000+) $472.45 BUILDING PLAN CHECK FEE (BLDG) . $330.72 SB1473 GREEN BUILDING STATE STANDARDS FEE $3.00 STRONG MOTION-COMMERCIAL $18.14 Total Fees: $824.31 Total Payments To Date: $824.31 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES ITAPPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check _________________ Est. Value 4a Lf, Ob PC Deposit Date Job Address 2656 GATEWAY ROAD, CARLSBAD, CA 92009 Suite: APN: 213-262-2100 Tenant Name: BRESSI RETAIL CT/Project #:200.13 Lot #:II Occupancy: M Construction Type: lI-B Fire Sprinklers: yes AS Air Conditioning: yes BRIEF DESCRIPTION OF WORK: PROJECT IS TO INSTALL A NEW PHOTOVOLTAIC SYSTEM COMPRISING A TOTAL OF 162 SOLAR MODULES. El Addition/New: New SF and Use, __New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) i:i Tenant Improvement: SF, Existing Use Proposed Use SF, Existing Use Proposed Use El Pool/Spa: - SF Additional Gas or Electrical Features? X Solar: 63.18 KW, 162 Modules, 162 Mounted, Tilt:& No, RMA: Yes ADPanel Upgrade: Yes,® X Plumbing/Mechanical/Electrical Only: ELECTRICAL CONDUIT FROM ROOFTOP TO ELECTRICAL ROOM 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: BRIAN PETERSON Name: BRESSI RETAIL Address:860 NAPA VALLEY CORPORATE WAY, STE RAddress: 130 VANTIS STE 200 City: NAPA State: CA Zip: 94558 City: ALISO VIEJO State:CA Zip: 92656 Phone: 707-252-9990 Phone: Email: BRIAN@BPIPOWER.COM Email: DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: Name: BRIGHT POWER, INC. DBA BPI Address: Address: P0 BOX 10637 City: - State: Zip: City: NAPA State: CA zip: 94581 Phone: Phone: 707-252-9990 Email: Email: BRIAN@BP1P0WER.COM Architect State License: State License: 930054 Bus. License:_BL0S005073032019 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/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}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build ingcarlsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. I have and will maintain worker's compensation, 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: Insurance Company Name: STATE FUND Policy No. 1937926 Expiration Date: 3/14/2020 O Certificate of Exemption: 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 be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, injddition the to e cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: 5/2/2019 (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that! am exempt from Contractor's License Law for the following reason: O 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 Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such 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 did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Dyes XNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes U No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes U No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 18 APPLICANT SIGNATURE: DATE: 5/2/2019 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingccarIsbadca.gov B-2 Page 2 of 2 Rev. 06/18 i-'ermit type: bLu-ommerclai Application uate: uoiuoiui uwner: r IIML LLI.. Work Class: Cogen Issue Date: 08/06/2019 Subdivision: Status: Closed - Finaled Expiration Date: 05/12/2020 Address: 2656 Gateway Rd Carlsbad, CA 92009-1779 IVR Number: 18929 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 10/10/2019 10/10/2019 BLDG-34 Rough 107221.2019 Failed Paul Burnette Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/28/2019 10128/2019 BLDG-35 Solar 108832.2019 Cancelled Chris Renfro Reinspection Complete Panel BLDG-Building Deficiency No BLDG-Final 108833-2019 Cancelled Chris Renfro Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDGStructuraI.Finai No BLDG-Electrical Final No 11/14/2019 11/14/2019 BLDG-35 Solar 110816.2019 Passed Paul Burnette Complete Panel Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Final 110817-2019 Passed Paul Burnette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final Yes November 14, 2019 Page 1 of I EsCd A SAFEbuIIt Company DATE: 7/17/2019 JURISDICTION Cr1âbd" PLAN CHECK #.: CBC2019-0219 SET: III PROJECT ADDRESS: 2656 Gateway Rd PROJECT NAME: Bressi (60)KW PV system APPLICANT JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: ,/ Telephone #: Date contacted: " (by:\J) Email: Mail Telephone Fax In Person LI REMARKS: By: Morteza Beheshti Enclosures: EsGil 7/13 V/ EsGil A SAFEbuitt Company DATE: 6/26/2019 JURISDICTION: Carlsbad 13 APPLICANT U JURIS. PLAN CHECK#.: CBC2019-0219 PROJECT ADDRESS: 2656 Gateway Rd PROJECT NAME: Bressi 160)KW PV system SET: II The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. F-1 The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. F-1 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. fl The applicant's copy of the check list has been sent to: LI EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Brian Peterson Telephone #: 707.252.9990 Date contacted: (by: ) Email: brian@BPI-Power.com Mail Telephone Fax In Person LI REMARKS: By: Morteza Beheshti Enclosures: EsGil 6/13 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 PLAN REVIEW CORRECTION LIST RESIDENTIAL PV SYSTEM PLAN CHECK#.: CBC2019-0219 JURISDICTION: Carlsbad PROJECT ADDRESS: 2656 Gateway Rd REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 6/13 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Morteza Beheshti COMPLETED: 612612019 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Please make all corrections and submit two new complete sets of prints, to: EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. The jurisdiction's building department. 2016 California Electrical Code PV CORRECTIONS PLEASE PROVIDE A RESPONSE TO EACH COMMENTaIso, when plans are changed in a major way such as set II provide a narrative of the major changes made. Please provide for Rapid Shutdown function for this PV system. CEC 690.12 Inverter is shown over 10' away from an array. See INV 4-1 on a scaled drawing. Inverter Is not indicated to be equipped with RSD function on the brochure as well. Also, the inverter output 90 amp fused disconnects ACI and 2 are undersized. 72.2A x 1.25 >90 amp. Also, due to changes made to single line on set 11 the Bus tap must be approved by a NRTL Approved Listing agency. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Morteza Beheshti at EsGil. Thank you. EsGil A SAFEbuiIt Company DATE: 5/2012019 JURISDICTION: Carlsbad U APPLICANT U JURIS. PLAN CHECK#.: CBC2019-0219 PROJECT ADDRESS: 2656 Gateway Rd PROJECT NAME: Bressi (25)KW PV system SET:I E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Brian Peterson Date contacted: cO (y)) .ejnaiV TeIephon'1 Fax In Person D REMARKS: Telephone #: 707.252.9990 Email: brian@BPl-Power.com By: Morteza Beheshti Enclosures: EsGil 5/9 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 r [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2019-0219 PREPARED BY: Morteza Beheshti DATE: 5/20/2019 BUILDING ADDRESS: 2656 Gateway Rd BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg: Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code lcb IBY Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee I I ? I Type of Review: 0 Complete Review E Structural Only D Repetitive Fee Other Repeats Hourly I 1.51 Hrs. @ * EsGil Fee $105.00I I $157.501 * Based on hourly, rate Comments: Sheet of 1 PLAN REVIEW CORRECTION LIST RESIDENTIAL PV SYSTEM PLAN CHECK #.: CBC2019-0219 JURISDICTION: Carlsbad PROJECT ADDRESS: 2656 Gateway Rd REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 5/9 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Morteza Beheshti COMPLETED: 5/20/2019 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Please make all corrections and submit two new complete sets of prints, to: EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. The jurisdiction's building department. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2016 California Electrical Code, which adopts the 2014 NEC. Please address the city of Carlsbad new EV charging station installation requirement. 2016 California Electrical Code PV CORRECTIONS The following wind design loads shall be clearly indicated on the construction documents: Basic Wind Speed (3-second gust), 110 mph Wind Exposure shall be determined by the engineer. Arc-fault protection is required for DC circuits per CEC 690.11. Document how this protection is provided with your photovoltaic design. Please provide for Rapid Shutdown function for this PV system. CEC 690.12 Please provide all signage applicable to this PV system. Including a site plan sign identifying all component of system and any other warning signs. CEC 609.5(C), 690.17(E), 690.56(C) Show that the 25KW inverter AC disconnect and inverter are grouped together. CEC69O.13 Background plans in the main electrical room seem to show a wall thru the electrical gear. Please clarify. Provide the required separate ground electrode for the "photovoltaic rack assembly" per 690.47 (D) or connect to the building electrode system. If the electrode conductor is routed through electrical equipment (disconnects, panels, meter enclosures, etc) then provide a detail on the plans describing compliance with CEC 250.64(C). (Conductor splices only allowed with compression connectors or exothermic welding.) Size the ground electrode conductor per CEC 250.166, not smaller than #8. Also, the schedules show #8 Al is too small. Clearly dimension the maximum height of the array at the highest point above the surface of the roof. Where any part of the array exceeds 24 inches above the roof surface or the wind exposure is D, provide calculations from a CA State Licensed PE for uplift forces on the PV system, showing that all PV rack components and the roof structure and connections are adequately designed. Provide plans, details, and sections necessary to show all structural components and connections. The structural calculations, plans and details shall be sealed and signed by the P.E. ROOF ACCESS AND PATHWAYS Roof access, pathways, and setback requirements to be indicated all around the roof. Please show dimensions. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Morteza Beheshti at EsGil. Thank you. 3. Oieratinq Requirements The customer shall operate the generating facility, whether permanent or temporary, in accordance with the Interconnection Agreement, SDG&E's Electric Service Requirements, SDG&E's CPUC- approved tariffs, and all applicable laws, codes and ordinances. The customer shall not be permitted to energize any de-energized portion of SDG&E's distribution system. DISCONNECTION DEVICES 1. Inverter-Based Systems Customers installing inverter-based systems less than 30 kW CEC AC will no longer be required to include an AC disconnect switch when the facility has a self-contained billing meter (i.e., 0 - 225 amp socket-based meter or a 400 amp Class 320 socket based meter). These types of meters are not Current Transformer (CT) rated and are used for the vast majority of all SDG&E customers. In lieu of an AC disconnect, the billing meter may temporarily be removed by SDG&E to isolate the customer's inverter from the electric distribution system to maintain operating safety needs during an emergency or maintenance on SDG&E's system. Removal of the billing meter will result in loss of electrical service to the customer's facility or residence for the duration of time that work is actively in progress. However, it is highly recommended to install an AC disconnect on all generating facilities, regardless of size. 2. Circumstances Requiring Disconnects Inverter-based systems 30 kW CEC AC and larger. Inverter-based interconnections having a CT rated meter, i.e., all meter panels or switchboards employing the use of potential and/or PTs/cTs. Non inverter-based generators, including rotating or machine-based generators, regardless of whether the service meter configuration is CT rated or self-contained. 3. Utility AC Disconnect Requirements The customer shall furnish, install, own and maintain an AC disconnect in compliance with the following: a. A single, visible open, lockable AC disconnect is required to isolate all generation without impacting customer load. A single, visible open, lockable AC disconnect must be installed near the Point of Common Coupling (PCC), also referred to as the service and metering equipment, at a location approved by SDG&E. Refer to pages SG 504.3 - 504.4 for Unacceptable Meter Locations. Acceptable meter locations are generally: Inside the electric meter room. Refer to SG 506.1 for electric meter room access requirements. Immediately outside the electric meter room at a location approved by SDG&E and the governmental Authority Having Jurisdiction (AHJ). b. When adding additional generation to a facility that currently has generation, the added generation must be connected to the existing disconnecting device, or the replacement disconnecting device if a larger ampacity device is required so that all generation can be isolated without impacting customer load. © 1998-2017 San Diego Gas & Electric Company. All rights reserved. Removal of this copyright notice without permission is not permitted under law. REV CHANGE BY I DSGN APPV DATE REV CHANGE BY DSGN APPV DATE A Editorial Changes LSM IN 1PM 11/01/11 0 B E 11nd1tw Latest Revision I X ICompetey Revised INew Page I InformationI Removed CHEF SDG&E SERVICE STANDARDS & GUIDE SG 806.2 2 OF 16 DISTRIBUTED GENERATION cooepc^Iq OW 64D % 19 IM 0 amp .4 & c. Consistent with meter room access requirements (see SG 506.1), all devices used to disconnect the generating facility shall be readily accessible under all conditions and at all times, 24 hours a day. The switch operation shall utilize an open air gap and shall provide visible verification. The switch blades' jaws, and the air-gap between them, shall be clearly visible when the disconnect is in the open position. The visible air-gap must be observed without disassembling the device. d. The switch shall be lockable in the open position. I. The locking operation shall be accomplished with a single SDG&E lock. ii. The switch panel cover shall not be removable with the switch padlocked in the open position. e. Customers shall install plaques at all AC disconnects clearly stating their purpose is for operation by the Utility or authorized emergency responders. Refer to the following Figures 1 — 3 and notes. TYPICAL SELF-CONTAINED METER <30 KW CEC AC SDG&E's Distribution System M Self Contained Point of Common —" Coupling Meter ) Main Breaker —c o— ° Generator :°— AC PV Breaker L— DC FIGURE 1 Notes: A site placard is required at the service and metering equipment. See page SG 017.1 for site placard requirements. A disconnect switch is highly recommended but not required. Refer to Figure 2 on page SG 806.4 if you choose to install a disconnect switch. © 1998-2017 San Diego Gas & Electric Company. All rights reserved. Removal of this copyright notice without permission is not permitted under law. REV OIANGE BY OSGiiI AL.°PV OA 7E REV O4NGE BY I 05GW I A'W I D,47 A Editorial Changes IP) TPM 11/01/17 0 B IS" E C I F Indicates Latest Revision I X I Compfetely Revised New Page IInfbrmation Removed SHEET SDG&E SERVICE STANDARDS & GUIDE 3 OF 16 SG 806.3 DISTRIBUTED GENERATION SAN DIEGO REGIONAL OFFICE USE ONLY 7- HAZARDOUS MATERIALS RECORDID# ycw- OCCC" QUESTIONNAIRE BP DATE I / Business Name Business Contact Telephone # BRIGHT POWER, INC. DBA BPI BRIAN PETERSON 707-252-9990 Project Address City State Zip Code APN# 2656 GATEWAY ROAD CARLSBAD CA 92009 213-262-2100 Mailing Address City State Zip Code Plan File# P0 BOX 10637 NAPA CA 94581 Project Contact Applicant E-mail Telephone # BRIAN PETERSON BRIANcBPI-POWER.COM 707-252-9990 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives If the answer to any or the Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 9 Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 X Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? - 4.0 X Will your business store or handle carcinogens/reproductive toxins in any quantity? 5.0 X Will your business use an existing or install an underground storage tank? 6.0 X Will your business store or handle Regulated Substances (CalARP)? 7.0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8. 0 X Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). CalARP Exempt Date Initials CalARP Required Date Initials 0 CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomoäsdcountv.ca.gov (858) 586-2650). [*No stamp required if Qi Yes and Q3 Yes and Q4-Q6 No). The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [+Excludes garages & small outbuildings.] YES NO 0 K Will the project disturb 160 square feet or more of existing building materials? 0 9 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.or/info/facts/oermits.df) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project: INSTALLATION OF ROOFTOP SOLAR PANELS 162 SOLAR PANELS INSTALLED ON ROOF I declare under penalty of perjury that to the best of my knowledge and belie Daissaliade herein are true and correct. 5 / 2 / 2019 BRIAN PETERSON or Authorized FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR occucv COUNTY-HMD' APCD COUNTY-HMD APCD COUNTY-HMD APCD 'A stamp in this box only exempts businesses from completing or updating a Hazardous materials business Plan. utner permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division (City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. .4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. .4 Details on CAP ordinance requirements are available on the city's website. 17 Application Information Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: ContatEmail: wzj Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company name/address: Contact Email: Applicant Signature: Date: B-50 Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ Construction Type LI Residential O New construction Alterations: BPV 2:$60,000 Electrical service panel upl BPV ~ $200,000 Nonresidential O New construction Alterations —I-Complete Section(s) I 1A 0 exempt IA 1-2 family dwellings and townhouses with attached garages IA only Multi-family dwellings only where interior finishes are removed 1A and significant site work and upgrades to structural and mechanical, electrical, and/or Diumbina systems are or000sed lB and 2 I 1. Electric Vehicle Charging R Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: 0 Multi-family residential: . 0 Exception': Total Parking Spaces Proposed EVSE Spaces Capable= Ready Installed Total Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSEother= Total EVSE spaces - EVSE Installed , (EVSE other may be "Capable, Ready" or alnstalled.) *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. D Nonresidential new construction (includes hotels!motets) 0 Exception:_____________________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 .1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 4/12/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist 2. D Transportation Demand Management (TOM) List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee ADTI1 000 square feet is selected from the table below. Use GFA Employee ADT for first 1,000 S.F. Employee ADT for each subsequent 1,000 S.F. - Total Employee ADT Total If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required. TOM plan required: Yes 0 No 0 Employee ADT Estimation for Various Commercial Uses ADTforfirst ADTI Office (all)2 20 20 Restaurant 11 11 - Retai13 8 4.5 Jndustrial 4 -. 3.5 Manufacturing 4 3 Warehousing 4 1 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, lOthEdition 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 Sf to calculate employee ADT- Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 Sf 1. 20,450 sf/1000 x 20 = 409 Employee ADT Retail: 9,334 sf First 1,000 sf=8ADT 9,334 sf- 1,000 sf= 8,334sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Updated 4/12/2019 ~('( ity of Carlsbad Print Date: 11/18/2019 Job Address: 2656 Gateway Rd Permit Type: BLDG-Permit Revision Parcel No: 2132622100 Valuation: $0.00 - Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Permit No: PREV2019-0212 Work Class: Commercial Permit Revi5 Status: Closed - Finaled Lot#: Applied: 10/21/2019 Reference #: . Issued: 11/13/2019 Construction Type Permit 11/18/2019 Finaled: Bathrooms: Inspector: Orig. Plan Check #: cbc2019-0219 Final Plan Check #: Inspection: BRESSI RETAIL: EQUIPMENT LOCATION CHANGES AND MONITORING EQUIPMENT LOCATION ADDITION Applicant: Owner: . Contractor: BRIGHT POWER INC BRESSI RETAIL LLC BRIGHT POWER INC BRIAN PETERSON 860 Napa Valley Corporate Way, R 130 Vantis Dr, 200 Po Box 10637 Napa, CA 94558-6281 Aliso, Viejo, CA 92656-2691 . Napa, CA 94581-2637 707-252-9990 858-526-6655 707-252-9990 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BLDG PLAN CHECK FEE . $168.75 Total Fees: $ 203.75 Total Payments To Date: $ 203.75 . Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services (City Of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number !! Plan Revision Number Project Address 2656 GATEWAY ROAD, CARLSBAD, CA 92009 General Scope of Revision/Deferred Submittal: CONSTRUCTION RELATED EQUIPMENT LOCATION CHANGES AND MONITORING EQUIPMENT LOCATION ADDITION CONTACT INFORMATION: Name CALVIN NGUY Phone 707-252-9990 Fax Address P.O. BOX 10637 city NAPA, CA Zip 94581 Email Address CALVIN.NGUY@BPI-POWER.COM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: X Plans 0 Calculations El Soils El Energy El Other 2. . Describe revisions in detail 3. List page(s) where each revision is shown AC CONDUIT. RAPID SHUTDOWN. AND AC EQUIPMENT ON THE GROUND LEVEL CHANGED LOCATION PVO.2, PVI.1, PV1.2 DAS BOX, MONITORING ANTENNA, AND MONITORING CONDUIT ADDED. PVO.2. PV1.2 CABLE LIMITERS ADDED PER CEC 705.31 PV2.18 Does this revision, in any way, alter the exterior of the project? El Yes CR No Does this revision add ANY new floor area(s)? El Yes No Does this revision affect any fire related issues? El Yes No Is this a complete set? Yes El No eSignature_2flru. . Date 10/15/2019 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov .y.carJsbad.a..gQ E%Gil A SAFEbuitf Company DATE: 11-5-19 APPLICANT U JURIS. JURlSDICTIONiar1sbatL PLAN CHECK #.: CBC2019-0219 PREV-0212 SET: I PROJECT ADDRESS: 2656 Gateway Rd PROJECT NAME: Bressi (60)KW PV system The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. EJ The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed,, Person contacted: Telephone #: Date contacted:)I15J/'l (by.) Email: Mail Telephone Fax In Person REMARKS: Various plan revisions. By: Scott Humphrey Enclosures: EsGil 10-22-19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 0212 PREPARED BY: Scott Humphrey BUILDING ADDRESS: 2656 Gateway Rd BUILDING OCCUPANCY: PLAN CHECK#.: CBC2019-0219 PREV- DATE: 11-5-19 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb ley Ordinance 1997 UBC Building Permit Fee [j 1997 LIBC Plan Check Fee [j Type of Review: Repetitive Fee I.1Wj Repeats r r * Based on hourly rate E Complete Review E Other F _Hourly EsGil Fee r' Structural Only I 1.51Hrs.@* L $90001 1$135700 Comments: Sheet 1 of 1 (Plan Check Response Letter) CBC2019-0219 REcEIvt OCT 21 2019 CITY OF CARLSBAD City of Carlsbad - Planning & DevelopmJILDING 9320 Chesapeake Drive, Suite 208 DivisioN San Diego, CA 92123 - 1'sl V Kl%~11111-11,1% B Piz October 14, 2019 Brian Peterson brian@?bpi-power.com P0 Box 10637 Napa, CA 94581 Re: Plan check Record Set Building Permit #: CBC2019-02 19 Address: 2656 Gateway road This letter serves as the official notice to the revisions made at 2656 Gateway Road due to construction decisions. In addition to this letter, the following are submitted. 4 Sets of permit plans 2 Sets of the structural design calculations documents 2 Copies of all relevant cut-sheets 2 Copies of the CPS provided rapid shutdown compliance document The following construction related changes were made: Rapid shutdown power supply, DAS box, antenna, and monitoring conduit added to the plans. Wall mounted 100A Solar Disconnect, NGOM Meter, and IOOA Utility Disconnect actual location updated on the exterior wall of Building D. 100 Tilt System for Pitched and Flat Roofs System Overview The Renusol VS System can be tilted to a 100 angle using portrait and landscape tilt-leg sets. There are a number of different layout options covering all low-slope and flat roof applications. Portrait designs utilize the Renusol top-down clamps, including the lB Mid Clamp and Stion Frameless Clamps. Landscape designs use the bottom-up attachment method utilizing the module frame's mounting holes for 1-foot attachment. Portrait Orientation J Jr Th End CJamp - TT -----_. B W / - Mid clamp ; Tilt-Leg to rail Portrait Tilt-Legs Certain roofing compositions will require that a double-rail assembly be used to apply 1i the proper compound angle toward the sun. In this scenario, a second rail is placed under the tilt-legs perpendicular to the main rails. Landscape Orientation Dcscnpton Eftn / er Tilt-Leg to module lilt-Leg to rail ' \ OF ; 1 Landscape Tilt-Legs Certain roofing compositions will require that a rotated rail be used to apply the proper compound angle toward the sun In this scenario, the tilt legs are placed on a rail running parallel to the long side of the module. Tilt-Leg Attachment Methods Standing Seam Attachment Low-anchor Attachment Puclin, Mtchment 1 Rail Attachment Renusol America D H 1292 Logan Circle NW, Atlanta, CA30318 OCT M 1 2O1 +1877-847-8919 Solar Mounting info@renusolamerica.com Systems !?erka:rn 390W I 385W 1380W LG390N2T-A5 I 1G385N21-A5 I LG380N2T-A5 16 The LG NeONe 2 BiFacial is designed to absorb irradiance not only from the front but also the rear of its NeONa cell by using a trans.. parent back sheetThe dual faces of the cell allows for higher energy generation. Feature Enhanced Performance Warranty LG NeONe 2 BiFacial has an enhanced _J performance warranty. LG NeCINO 2 BiFacial is guaranteed at least 84.8% of initial performance. Better Performance on a Sunny Day Aka I .97 LG NeONO 2 BiFacial now performs better on sunny days thanks to its improved temperature coefficient Bifacial Energy Yield H LG NeON 2 BiFacial modules use highly effident bifadal solar cell "NeON" applied Cello technology. Through the Cello technology, LG NeON® 2 BiFacial can achieve up to 30% more energy than standard PV module. More Generation on a Cloudy Day LG NeON® 2 BiFacial gives good performance even on a cloudy day due to its low energy reduction in weak sunlight it I BOS (Balance Of System) Saving LG NeDNe 2 BiFacial can reduce the total num- J ber of strings due to its high module efficiency resulting in a more cost effective and efficient solar power system. 12 Near Zero LID (Light Induced Degradation) The n-type cells used in LG NeON® 2 BiFacial have almost no boron, which may cause the initial efficiency to drop, leading to less UD. About LG Electronics LO kba iq pl3ff. amitted tn cqu1ig 11.5wih 11w sdrnkt i1wc ..p wtP V nmr 1985. wpponw by -C Grough Mi. vNimmm M the, sw~.wAk 6x M1 c"emAs" iiluanm, In 70"(% W Saar utCft_s!* rvierw i;j ft,.k40M%* mes to VIL r.ai1ce viiv.11Lv in 37 ax",na The ,,zvie,e. Mono' %LMI NeONZ NiOl02 ElivadSw@n the ftlne.e1arAWeRD in 20 i 3,7015 and 201 %0 -6 1 PV ciai.indd ()pJ Ot'7( 2017-06-29 2 101838 Lh(NP LG NeON'2BiFacial LG390N2T-A5 I 1G385N2T-A5 I LG38ON2T-A5 Electrical Properties (STC*) 38 .--- - -" . 10% 2091 u21 ...10% 203 MaxutwmPoiwL (P s) IWJ , 3901 410 429 468 1 507 385 404 424 462 501 : 360 99 1 418 46 4 [VI, 41A !. . ±1.............41.5 ...1P..............'° L±L.L.2!.. ......... 40.7 MPPCu1rTertt(h p2) 943 9.90 10.36 11.28 1122 9.40 9.86 1034 . 1124 I 12.19 9.37 983 1030 11.70 12.14 Oirc..Vc (Vj .lVi 49.2 49.2 49.2 49.3 493 49.1 491 49.1 49.2 49.2 49.0 49.0 49.0 49.1 49.1 ShoitCkct. (:.) !A) 10.15 10.66 11.17 12.18 112 19.11 1061 11.12 12.10 1112 10.07 10.57 11.08 1105 1106 .....ly J!L.....) 2: ....... .............. . ..................................I........?2J..1'! 22J........!° !:.. 21:6 OpengTemrT ti,. [Cj -40- .90 [Modmu5ymVo9 rul 1.500(UL)/1000(IEC) Msxmrn, Se4es Fuse Rang 1 20 82(iouyre 55ye..1 I PorTh)eass [%3 0- .3 The .uep..pornrsupetieadardor.iseed SyLGatoe arid e46osewL SIC essCo.4ii4:hndsnu 1OGOW/m'cU w.pestu'e 25 C.&M 1.5 Pe 9!. yCee8deul5wMwan.esb.sedefreeL it.s...ttele..c ul% Mechanical Properties Certifications and Warranty 602 UL 1703 MunsaaiIse/N$ype r .4 I cc 5115icc 61730-1/-2 CellOnicisioss 161.7x161.7nvn/61nthos Ceu EC61701(Sait.I1IStcOrmswntest) [of Busbir 12(MuW.e8jsbor) I8C62716(AmmonacolTosontest) M7. ie 1064a1024,40mrn * 509001 8.n Type 1(IJL 1703 FisirLuod 5A00Pa/1l3pI Fiit..uC1 1 CIsssC(IJ1CI0RDC1703.I5C61730) [Róa..ad 4,300Fu/90psf Pmtf r l2Yeais Weight 22.okg/4a72Ib iOu vo-,rr'-- .l UrMal' W MY FCorñucwrTyp. ). MC4(MCP.J.JM601ALJMrHY) 1)sni9 -s:. . dd3Ia4a%fer2S5wis fJi.nceionBo. 4'68w1th39s*pass0lsdes Ternperatum Cham ctoristics -- I_J 45±3 6 ass HighT;nsmissoi Tempered Class %PCI I -037_______ [Frost aiodjz.dnimn.jrn - - 027 Electrical Properties (N OCT,) h Ak 0.9 _ Model -: LG °(s2T S 1G38,Nr A5__I380N2TA5 Dimensions (mm! inch) ModmumPowi r(Pmi*) 289 _285 282 [:MPP:bb. 38.0 _37.6 fl MpeCusr.i(lziippl A 7.54 7.51 7.49 - jj.vi..................J45.9 45.8 oi tShChtciuvent0 ...A1 8.17 8.14 610 Characteristic Curves N 5 5............ 5 ni .;s a s A i ThedLctancs lxslv.vvn this mvwnfth rnt/gsssndi.g bz4s LG Lifes Good I.C. Elcartwics Inc &dargueirorss DMsbtn IrIsTn..tnt 178d unqIsigiS.rssi 07334 Knit. °mduCt speoficadons are sbect so cbange withcut isostca DS:r572.w.Gp.EN.7o628 © 70171.0 FimmOOL AllieghLs reserwd LG_SpecsheLjdeon.2.72..BiFaciaI.Indd 2 . . . 2017-06-29 2iS 10:1840 (pops l)itasheet 50/60kW, 1 000 Vdc String Inverters for North America The 50 & 60kW (55 & 66kVA) medium power CPS three phase string inverters are designed for ground mount, large rooftop and carport applications. The units are high performance, advanced and reliable inverters designed specifically for the North American environment and grid. High efficiency at 98.8% peak and 98.5% CEC, wide operating voltages, broad temperature ranges and a NEMA Type 4X enclosure enable this inverter platform to operate at high performance across many applications. The CPS 50/60kW products ship with either the standard wire-box or the H4 style wire-box, each fully integrated and separable with touch safe fusing, monitoring, and AC and DC disconnect switches. The CPS Flex Gateway enables monitoring, controls and remote product upgrades. M_11711717 I =17 55 & 66kVA rating allows max rated Active Power @±0.91 PF Selectable Max AC Apparent Power of 50/55kVA and 60/66kVA NEC 2014/17 compliant & UL listed Arc-Fault circuit protection 0-90° Mounting orientation for lay flat roof installs Touch safe DC Fuse holders adds convenience and safety Optional Flex Gateway enables remote FW upgrades llntegrated AC & DC disconnect switches I 3 MPPT's with 5 inputs each for maximum flexibility Copper and Aluminum compatible AC connections NEMA Type 4X outdoor rated, tough tested enclosure UL1741 SA Certified to CA Rule 21 Separable wire-box design for fast service Standard 10 year warranty with extensions to 20 years Generous 1.5 DC/AC Inverter Load Ratio CPS SCA50KTL-DO/US-480 CPS SCA60KTL-DO/US-480 50/60kw Standard Wire-box 50/60kw H4 Wire-box 00-us 0 GlINT POWER SYSTEMS AMERICA 2018108.MKT NA Chint Power Systems America - 7060 Koll Center Parkway. Suite 316 Pleasantcn, CA 94566 .L4:855-584-7168 Mail: Americ.aSales4chintpower.com Web: www.chintpoweriystems.com offl""I'll~'~Ill""I"-",,~~~2" Technical Data 480-850Vdc 540-850Vdc 204A (68A per MPPT) 15 inputs, 5 per MPPT Load rated DC switch II MOV, 2800Vc, 20kA ITm Max. AC Apparent Power (Selectable) Rated Output Voltage 'Output Voltage Range3 Grid Connection Type Max. AC Output Current @480Vac Rated Output Frequency Output Frequency Range. Power Factor Current THD @ Rated Load Max. Fault Current Contribution (1 Cycle RMS) Max. OCPD Rating AC Disconnection Type AC Surce Protection 110A 125A Load rated AC switch Type II MOV. 124OVc, 15kA l (8/201S) Transformeriess Max. 98.8% 98.5% <1W Dimensions 39.4 x 23.6 x 10.241n. (1000 x 600 x 260mm) Weight Inverter. 123.51bs156kg; Wire-box: 331bs/15kg 0 to 90 degrees from horizontal (vertical, angled, or lay flat)6 M8 Stud Type Terminal Block (Wire range: #6 - 3I0AWG CU/AC. Lugs not See user manual for further information regarding MPPT Voltage Range when operating at non-unity PF. Active Power Deriding begins: at PF=*0.91 to ±0.8 when Max AC Apparent Power is set to 55 or 66kVA. The 'Output Voltage Range and 'Output Frequency Range' may differ according to the specific grid standard. Active Power Berating begins; at 40'C when PF'*O.g and MPPT Winln, at 45'C when PF'l and MPPT 2Vmin, and at 50'C when PF'1 and MPPT Vs 700Vdc. see user manual for further requirements regarding non-operating conditions. Shade Cover accessory required for Installation angles of 75 degrees or less. Al.. requires bl-metallic compression lug or lit-metallic adapter. Fuses values above 20A have additional spacing requirements or require the use of the Y-comb adapter. See uses manual for details. 2.4. Appearance and Main Item Description Figure 2-3 Diagram of the Inverter assembly Main items of the Inverter: 'I Main inverter enclosure © User LCD display © Inverter wirebox © User Key buttons © Inverter mounting bracket ® DC switch: DC power on/off ® Cooling fans © AC switch: AC power on/off © LED indicator lights Application Note: NEC 2014 Compliance Revision: 062016 CPS 3Phs String Inverters NEC 2014 Compliance This application note describes the major changes within the NFPA 70, National Electric Code, specifically Article 690 Solar Photovoltaic (PV) Systems as it transitions from the 2011 edition to 2014 edition code cycle that effect photovoltaic installations, and in particular string inverters. Adoption of the NEC 2014 edition varies from state to state. Massachusetts and Nebraska were early adoptees of the 2014 code, however many more states either have or are in the process of adopting NEC 2014. The NEC Adoption by State map is shown below as of June, 2016. NEC Adoption by State A =Subjectto local adoptions Hawaii - 2008 NEC 2011 NEC -9States Revised - June 2016 Note: Some local adoption stales have earlier than 2008 adoptions in some jurisdictions The major changes to the 2014 NEC that effect photovoltaic installations are - Ground-Fault Protection - Article 690.5 Arc-Fault Circuit Protection (Direct Current) - Article 690.11 13. Rapid Shutdown of PV Systems on Buildings - Article 690.1 4. Fuses, (A)Disconnecting Means and (B)Fuse Servicing - Article 690.16 This application note will evaluate each of the above articles to see their effect on CPS 3Phs String Inverter products, specifically the CPS SCA23KTL-DO/US-480, CPS SCA28KTL-DO/US-480, CPS 36KTL-DO/US, CPS SCA50KTL-DO/US-480, and CPS SCA60KTL-DO/US-480 models. Page 1 of 5 CPS-NEC-2014-Compliance-062016 Chint Power Systems America 1. '690.5 Ground-Fault Protection. Grounded dc PV arrays shall be provided with dc ground-fault protection meeting the requirements of 690.5(A) through (C) to reduce fire hazards. Ungrounded dc PV arrays shall comply with 690.35. Exception: Ground-mounted or pole-mounted PV arrays with not more than two paralleled source circuits and with all dc source and dc output circuits isolated from buildings shall be permitted without ground-fault protection." The major change to Article 690.5 is that it now requires Ground-Fault Protection for all installations, whereas previously the 2011 version included an additional exception; Exception No. 2: Photovoltaic arrays installed at other than dwelling units shall be permitted without ground- fault protection if each equipment grounding conductor is sized in accordance with 690.45. The other changes to Article 690.5 primarily effect PV arrays and inverters in which at least one DC conductor is grounded. Article 690.5(A) now specifies that Ground-Fault Detection and Interruption (1) Be capable of detecting a ground fault in the PV array dc current-carrying conductors and components, including any intentionally grounded conductors, (2) Interrupt the flow of fault current, (3) Provide an indication of the fault, and Be listed for providing PV ground-fault protection The CPS 3Phs String Inverters are designed to be used with PV arrays that are floating or ungrounded and therefore they must comply with Article 690.35. Article 690.35 has no major changes from the 2011 code cycle with the exception that the ground-fault protection device must be listed for providing PV ground-fault protection. CPS 3Phs String Inverters include Ground-Fault Protection and are listed for that function under the UL 1741 safety standard. 2. "690.11 Arc-Fault Circuit Protection (Direct Current). Photovoltaic systems with dc source circuits, dc output circuits, or both, operating at a PV system maximum system voltage of 80 volts or greater, shall be protected by a listed (dc) arc-fault circuit interrupter, PV type, or other system components listed to provide equivalent protection. The PV arc-fault protection means shall comply with the following requirements: The system shall detect and interrupt arcing faults resulting from a failure in the intended continuity of a conductor, connection, module, or other system component in the dc PV source and dc PV output circuits. The system shall require that the disabled or disconnected equipment be manually restarted. The system shall have an annunciator that provides a visual indication that the circuit interrupter has operated. This indication shall not reset automatically." The CPS 3Phs String Inverters include a Type 1 Photovoltaic (PV) DC Arc-Fault Circuit Interrupter device integrated within the wiring box. This AFCI circuit has been tested and listed to the UL 1699B standard. In the event of a (dc) arc-fault originating on the DC source or output circuits, the inverter will detect and interrupt the arcing faults, and cease operation. A visual indication will then be displayed by means of an error code and brief alarm description on the LCD screen, and the LEDs on the front panel will also illuminate to show that there is an arc-fault condition. The inverter(s) will not restart until the arc-fault has been corrected, and the error/alarm condition has been manually reset. Page 2 of 5 CPS—NEC-2014—Compliance-062016 Chint Power Systems America 2. 3. "690.12 Rapid Shutdown of PV Systems on Buildings. PV system circuits installed on or in buildings shall include a rapid shutdown function that controls specific conductors in accordance with 690.12(1) through (5) as follows. Requirements for controlled conductors shall apply only to PV system conductors of more than 1.5 m (5 ft) in length inside a building, or more than 3 m (10 ft) from a PV array. Controlled conductors shall be limited to not more than 30 volts and 240 volt-amperes within 10 seconds of rapid shutdown initiation. Voltage and power shall be measured between any two conductors and between any conductor and ground. The rapid shutdown initiation methods shall be labeled in accordance with 690.56(C). Equipment that performs the rapid shutdown shall be listed and identified." The inclusion of Article 690.12 in the 2014 NEC for PV rapid shutdown requirements of PV systems on buildings were meant to improve electrical and fire safety hazards, namely for first responders. Conductors associated with PV systems often remain energized even after the electrical service disconnect has been opened. To alleviate this risk, the NEC has put in place specific requirements to de-energize conductors extending more than 1.5m (5ft) inside a building, or more than 3m (lOft) from a PV array. These new requirements outlined in Article 690.12 can be easily met with CPS 3Phs String Inverters. The inverters can be installed at a very low tilt angle from horizontal 15deg), and making use of this feature allows the inverters to be located directly adjacent to or within the immediate vicinity (3m/10ft) of the PV array on a flat commercial roof. Alternatively, if parapet walls are within a lOft boundary of the PV array, then the CPS 3Phs String inverters may be mounted there as well. Low tilt angle installation < loft boundary Parapet wall installation < lOft boundary Page 3 of 5 CPS—NEC-2014—Compliance-062016 Chint Power Systems America " CHNT POWER 4. "Article 690.16 Fuses Disconnecting Means. Disconnecting means shall be provided to disconnect a fuse from all sources of supply if the fuse is energized from both directions. Such a fuse in a PV source circuit shall be capable of being disconnected independently of fuses in other PV source circuits. Fuse Servicing. Disconnecting means shall be installed on PV output circuits where over current devices (fuses) must be serviced that cannot be isolated from energized circuits. The disconnecting means shall be within sight of, and accessible to, the location of the fuse or integral with fuse holder and shall comply with 690.17. Where the disconnecting means are located more than 1.8 m (6 ft) from the over current device, a directory showing the location of each disconnect shall be installed at the over current device location. Non- load-break-rated disconnecting means shall be marked "Do not open under load." The CPS 3Phs String Inverters all come equipped with touch safe fuse holders, as well as an integrated DC disconnect switch within the wiring box for compliance with Article 690.16. The load-break rated DC disconnect switch can be used to open all ungrounded conductors between the DC fuses and the inverter to meet the requirements of 690.16 (A). Opening the DC disconnect switch will stop all current flow from the PV array into the inverter, and places the DC source circuits into an open circuit state. There will still be DC voltage present on the input side of the touch safe fuse holder terminals, however the conductors and fuses are no longer under load. The touch safe fuse holders are now capable of being disconnected independently and safely to service the fuses, complying with 690.16(A) and (B). The touch safe fuse holders must not be opened under load, and can only be accessed after the DC disconnect is turned to the "OFF" position. CPS 3Phs String Inverter Wiring Box (typical) The technical information and cross references within this document are subject to continuous and further development, and therefore CPS reserves the right to any changes as may be technically or legally required. For further questions: Chint Power Systems America Co. 1281 N. Piano Road, Richardson, TX 75081 Tel: 855-584-7168 email: AmericaSales@chintpower.com Page 5 of 5 CPS_NEC_2014Compiance_062016 Chint Power Systems America 0cps AfliCA 2.6. Anti-islanding Detection The SCA50KTL-DO/US-480 and SCA60KTL-DO/US-480 inverters include Unintentional Islanding detection as required by UL 1741/IEEE 1547. The inverter will continuously make bi-directional perturbations to the frequency of the output current by injecting a small amount of reactive power to detect a possible islanding condition. If the grid is stable, these small perturbations will have negligible effects on the system voltage frequency. However, in an islanded condition the changes in reactive power will force the frequency of the system voltage to deviate significantly, which will trigger the inverter to cease operation and disconnect from the grid. 2.7. DC Ground Fault Protection The inverters include residual current detection GFCI as part of the DC ground fault detection method required by UL 1741. If there is a ground fault in the PV array, the ground fault detection circuitry will detect leakage current, trigger an alarm, and the inverter will cease operation. See Chapter 5 for further information regarding GFCI Static and Dynamic trip thresholds and operation. 2.8. Surge Suppression Standard Waveform Peak Values Surge Category Ring Wave Combination Wave B 6kV/0.5kA 6kV/3kA "Standard 1.2/50 ps - 8/20 us Combination Wave" "Standard 0.5 ps - 100 kHz Ring Wave" 2.9. DC Arc-fault Protection The inverters include DC Arc-fault detection compliant with UL 1699B. The inverter will detect electrical noise that is indicative of a DC series arc. Upon detection of an arc-fault, the inverter will cease operation. 11 Rapid Shutdown Solutions I*-"SOLAR SolarBOS Rapid Shutdown Solutions provide a low-cost and space-saving solution for residential and commercial solar systems, when it isn't feasible for the string inverter to be within the array boundary (per NEC 690.12). All products are listed to UL-1 741 for 1000 VDC photovoltaic systems. Additional options include capacitor bleed down and Low Voltage Ride Through functionality. They can be configured as combining or pass-through units. PRODUCT FEATURES UL-1741 listed Rated for 1000 VDC and continuous duty 2 to 8 input circuits Pass-through and combining configurations Configurations for floating arrays Configurations for single or dual MPPT inverters Touch-safe fuse holders Ground block included NEMA-4X rated enclosures AVAILABLE OPTIONS Capacitor bleed down (<30V in 10s) Low Voltage Ride Through (Rule 21) 11*liI. us Isis SolarBOS Rapid Shutdown Contactor Combiner, Model Number F2SK7SC-4-1 5-4XP Product Description Pass-Through Disconnect Units Contactor Combiners Product Model Number F2SK15C-1-4XP F45K15C-14XP F65K I5C-14XP F8SK15C-1.4XP FSK7SC-6-FF-4XP F25K75C4.FF-4XP Topology Floating Floating Faating Floating Floating Floating Maximum Voltage 1000 VDC 1000 VDC 1000 VDC 1000 VDC 1000VDC 1000VDC Number of Input Circuits 2 4 6 8 6 2x4 Number of Output Circuits 2 4 6 8 1 2 input Conductor Size Range(AWG) #24-10 #24-10 #24-10 #24-10 #14-8 #14-8 Output Conductor Size Range (AWG) #24-10 #24-10 #24-10 #24-10 #14-1/0 #14 - 1/0 Max Rated Current (ADC continuous per output circuit) 15 15 15 15 75 205 75 Max Fuse Size lAmps) N/A N/A N/A N/A 15 15 Enclosure Size (lnches) 10x8x4 12x10x4 16x14x7 16x14x7 12x10x4 16x14x7 Approx. Weight (Pounds) 10 12 18 18 17 23 Enclosure NEMA Rating 4X 4X 4X 4X 4X 4X Contactor Control Voltage 24VDC 24VDC 24VDC 24VDC 24VDC 24VDC NOTE: In Product Model Numbers, substitute FF with the appropriate fuse amperage. Substitute C with Rfor all solutions with optional Bleed and/or LVRT. Please contact SolarBOS Sales for correct sizing of power supply for all products with integrated :ontactor(s). ' For option with Bleed and/or LVRI enclosure will be upsized to 14x1 2x6. SolarBOS, Inc. I 1: 925-456-7744 1 salessalarbos.com I www.solarbos.com pp. structures A0structures Inc. P0 Box 413 Carnelian Bay, CA 96140 916.541.8586 www.AOstructures.com April 25, 2019 TO: Bpi Power SUBJECT: Roof-top Solar PV Addition - Bressi Residence Gateway Road & El Fuerte St., Carlsbad, CA. Zip OBJECTIVES/SCOPE OF WORK: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the roof mounted solar PV addition. The structural review that follows, including the plans and calculations, only apply to the section of the roof that is directly supporting the solar PV system and its supporting elements. PROVIDED INFORMATION: A jobsite observation of the existing condition of the existing framing system was performed by an audit team of Bpi Power under direction from A0structures, Inc.. All attached structural calculations are based on these observations and the design criteria listed below and are only deemed valid if the provided information is true and accurate. See additional limitation and general notes in Appendix B. OBSERVED CONDITIONS: The observed roof framing is described below. If field conditions differ, the contractor shall notify the engineer prior to starting construction. The roof framing system of (Both Roofs) consists of a built-up roof on top of roof plywood. The plywood is supported by pre-manufactured 32 deep Red-M open web joists spaced at 24-32o.c. The joists span between exterior walls. 0=3 CONCLUSIONS: The existing roof framing members of (Both Roofs) are judged to be adequate to withstand the loading imposed by the installation of the sollado panels. No reinforcement is necessary. The spacing of the solar standoffs should be kept at 72 o.c.. All hardware shall be installed per manufacturer specifications and within specified design limitations. A0structures, Inc. assumes no responsibility for incorrectly installed hardware or hardware installed outside the design specifications of the manfacturer. All waterproofing shall be provided by the contractor. DESIGN CRITERIA: Applicable Codes = 2016 CBC, ASCE 7-10 Roof Dead Load = 15 psf (Both Roofs) Roof Live Load = 20 psf. Wind Speed = 110 mph, Exposure C, Risk Category II Sds = 0.751 Please contact me with any further questions or concerns regarding this project. Sincerely, Andrew 0esterreicher, P.E. RECEIVED Project Engineer OCT 2 1201 CITY OF CARLSBAD BUILDING DIVISION structures LATERAL LOADING A0structures Inc. P0 Box 413 Carnelian Bay, CA 96140 916.541.8586 www.AOstructures.com SEISMIC ANCHORAGE OF MECHANICAL EQUIPMENT Fp (Roof Mounted Equipment) Per ASCE 7-10, Chapter 13 Design Values Sds = 0.75 Si = 0.43 Importance Factor = 1.00 Seismic Design Category = D Component Response Modification Factor (Rp) = 2.5 Component Amplification Factor (ap) = 1.0 Component Importance Factor (Ip) = 1.0 z/h= 1.00 Equipment Weight (Wp') = 2.58 k (Tabel 11.5-1) (Table 11.6-1) (Table 13.6-1) (Table 13.6-1) (13.1.3) (Sample Total Rack Weight - 2x1 1) Seismic Design Force 0.4 * ap * SDS * Wp Fp = (1 + 2z/h) (13.3-1) (Rp/lp) = 0.93 k Governs Fp (mm) = 0.3 * SDS * Ip * Wp (13.3-3) = 0.67k Fp (max) = 1.6 * SDS * 1p * Wp (13.3-3) = 3.56k = I (No concrete anchorage) Do Fp 0.93k Represents total lateral load to total rack. Point loads applied at 12 locations in RISA (83# point loads) A ATC Hazards by Location Design Horizontal Response Spectrum Saw 0.60 0.40 0.20 0.00 0.00 0 2 4 6 8 Period (s) 0 2 4 6 8 Period (s) 4/25/2019 CTC Hazards by Location Search Information Address: 2634 Gateway Rd, Carlsbad, CA 92009, USA Coordinates: 33.1275582, -117.25432369999999 Elevation: 413 It Timestamp: 2019-04-25T21:27:55.348Z Hazard Type: Seismic Reference ASCE7-10 Document: Risk Category: ii Site Class: D MCER Horizontal Response Spectrum Sa(g) 1.00 0.80 0.60 0.40 0.20 Basic Parameters Name Value SS 1.039 SI 0.403 SMS 1.127 SMI 0.644 SDS 0.751 S01 0.429 Description MCER ground motion (perlod=0.2s) MCER ground motion (pe(od=1.os) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA "Additional Information ................................/................................................................................................................................................................................................................................ Name Value Description - SDC D Seismic design category Fa 1.084 Site amplification factor at 0.2s Fv 1.597 Site amplification factor at 1.Os https://hazards.atcouncil.orgl#Iseismic?lat=33.1275582&tng=-117.25432369999999&address=2634 Gateway Rd%2C Carlsbad%2C CA 92009%2C U... 1/2 4/25/2019 CR CR1 PGA FPGA PGAM TL SsRT :ssuH SsD SI RT Si UH SiD PGAd ATC Hazards by Location 0.988 Coefficient of risk (0.2s) 1.042 Coefficient of risk (1.0s) 0.397 MCEG peak ground acceleration 1.103 Site amplification factor at PGA 0.438 Site modified peak ground acceleration 8 Long-period transition period (s) 1.039 Probabilistic risk-targeted ground motion (0.2s) 1.052 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) 1.5 Factored deterministic acceleration value (0.2s) 0.403 Probabilistic risk-targeted ground motion (1.0s) 0.387 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) 0.6 Factored deterministic acceleration value (1.0s) 0.5 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https:/lhazards.atcouncil.orgl#/seismic?lat=33.1275582&lng=-117.25432369999999&address=2634 Gateway Rd%2C Carlsbad%2C CA 92009%2C U... 2/2 R A 40 i. structures Wind Calculations AOstructures Inc. 790 Carnelian Circle Carnelian Bay, CA 96140 916.541.8586 www.AOstructures.com Per ASCE 7-10 Components and Cladding Enput Variables Wind Speed 110 mph Roof Slope 0 deg Exposure Category C Mean Roof Height 30 ft Roof Shape Gable/Hip Effective Wind Area 16.0 sft [ign Wind Pressure Calculations Wind Pressure P = qh*G*Cn qh = 0.00256 * *Kzt * Kd * VA (Eq. 30.3-1) Kz (Exposure Coefficient) = 0.98 (Table 30.3-1) Kzt (topographic factor) = I (Fig. 26.8-1) Kd (Wind Directionality Factor) = 0.85 (Table 26.6-1) V (Design Wind Speed) = 110 mph (Fig. 26.5-IA) Risk Category = II (Table 1.5-1) qh = 25.80 Ultimate Design Level [Standoff Uplift Calculations Zone 1 Zone 2 Zone 3 Positive GCp = -0.98 -1.66 -2.46 0.28 (Fig. 30.4-2) Uplift Pressure = -25.29 psf -42.82 psf -63.45 psf 16.0 psf tStandoff Uplift Check Maximum Design Uplift = -1479 lb (per RISA) Standoff Uplift Capacity = 1505 lb (per Holleander) 1505 lb capacity> 1479 lb demand Therefore, OK [itener Uplift Capacity Check Fastener = 5/16"0 Lag Screw Number of Fasteners = 2 Embedment Depth = 2.5 in Pullout Capacity Per Inch = 205 lb (per NDS) Fastener Capacity = 1025 lb w/Cdofl.6= 16401b 1640 lb capacity> 1479 lb demand Therefore, OK [Fastener Shear Capacity Check Shear Demand = 274 lb Fastener = 5/160 Lag Screw Number of Fasteners = 2 Individual Fastener Shear Capacity = 180 lb Group Fastener Shear Capacity = 360 lb Group Shear Capacity w/ Cd = 1.6 = 576 lb 576 lb capacity> 274 lb demand Therefore, OK Bressi, Calrsbad, CA 3 The Hollaender Mfg. Co. Originators and Manufacturers of- Speed-Rail ® Nu-Rail ® Rackmaster ® Mend-a-Rail ® Interna-Rail ® Speed-Rail It ® Bumble Bee Safety Rail ® L1I ['1! E'ITiT' [T Structural Fittings I Pullout Capacity of Fitting Set Screws When Prooerlv Toraued I Std. UPS Size Steel Pipe, A53 Schedule 40 Fitting Size Torque Ft. Lbs.A No. Set Screws Set Screw 0rientaion Typical Fitting Capacity 2' IPS 17 1 17-9 Bracing fitting, 5-9 Tee 1360 17 2 IN LINE 47-9 Base flange, 17X-9 Bracing fitting 1705 17 2 AT90DEGREES 5X-9 Tee 2080 1-1/2" IPS ......J.315........ 17 2 IN LINE 45-8,46-8,47-8 Base flanges 1505 AT 90 DEGREES 5EXT5EX8Tee 2080 1-1/4" IPS 17 1 5E-7 Tee, 17-7 Bracing fitting 1265 17 2 IN LINE 45-7,46-7,47-7 Base flanges 1500 Std. UPS Size Aluminum 6061-T6 Alloy Pipe, Schedule 40 Wall Fitting Size Torque Ft. Lbs.A No. Set Screws Set Screw 0rientaion Typical Fitting Capacity 2" IPS 17 1 17-9Bracingfitting, 5-9Tee 1120 17 2 IN LINE 47-9 Base flange, 17X-9 Bracing fitting 1550 17 2 AT 90 DEGREES 5X-9 Tee Est. 1860 1-1/2" IPS 17 1 5E-8 Tee, 17-8 Bracing fitting 700 17 2 IN LINE 45-8,46-8,47-8 Base flanges 1405 17 2 AT 90 DEGREES SEXT-8,SEX-8 Tee Est. 1700 1-1/4" IPS 17 1 5E-7 Tee, 17-7 Bracing fitting 700 17 2 IN LINE 45-7,46-7,47-7 Base flanges 1405 * - Capacity is based upon a 2:1 factor of safety. This chart is to be used as a guideline for general design. - If your system is subject to dramatic loads, we suggest festing parts with specifc pipe used for project. - Significant variations in pipe strength and hardness can have substantial effect on performance. Rigid Metal Conduit (normally used in the electrical industry) is not to be used with our products. The walls of the conduit will cave in under torque and will not produce pullout capacity. A - Torque values applied to fittings not to exceed 30% of value specified. P.O. Box 156399 * 10285 Wayne Avenue * Cincinnati, OH 45215-6399 Phone (5 13) 772-8800 (800) 772-8800 Fax (800) 772-8806 hup://www.hollaender.com "The Fittings with the Rib ®" - 1 - A0structures Inc. 790 Carnelian Circle www.AOstructures.com Carnelian Bay, CA 96140 916.541.8586 im. structures Gravity Loading PV System Weight Weight of PV System (Per Bpi Power) 3.0 psf X Standoff Spacing = 6.00 It Y Standoff Spacing = 2.67 ft Standoff Tributary Area = 16.02 sft Point Loads of Standoffs 48 lb Roof Live Load =20 psf Rc Dead Load L (Both Roofs) Built Up Roof 5.00 Roof Plywood 2.50 Trusses 2.50 MEP 4.00 Miscellaneous - - 1.00 Total Roof DL (Both Roofs) 15.0 psf DL Adjusted to 0 Degree Slope 15.0 psf Bressi, Calrsbad, CA 4 AOstructures Inc. 790 Carnelian Circle A is Carnelian Bay, CA 96140 916.541.8586 structures www.AOstructures.com Lateral Check- Roof C Per 2016 CBC Chapter 34 Existing Weight of Effected Building Level Area Weight (psf) Weight (lb) Roof 3000sf 15.0 psf 45000 lb Ceiling 3000 sf 5.0 psf 15000 lb Ext. Walls 500 ft 15.0 psf 30000 lb Int. Walls 250 ft 10.0 psf 10000 lb Existing Weight of Effected Building 100000 lb 8'4" Wall Height) Proposed Weight of PV System Weight of PV System (Per Bpi Power) 4.0 psf Approx. Area of Proposed PV System 2291 sf Approximate Total Weight of PV System 9164 lb 10% Comparison 10% of Existing Building Weight (Allowed) 10000 lb Approximate Weight of PV System (Actual) 9164 lb Percent Increase 9.2% 10000 lb> 9164 lb, Therefore OK Bressi, Calrsbad, CA 5 Lateral Check - Roof D Per 2016 CBC Chapter 34 Level Area Weight (psf) Weight (lb) Roof 1500sf 0 psf.:. 22500:ib : Ceiling 1500 sf 5.0 psf 7500 lb 27 Ext Walls 100 ft 150 psf 6000 lb Int. Walls 100 ft 10.0 osf 4000 lb (8'-0" Wall Height) Fiistinn Wia'ht, nf EffdedRiiiIdinn 'dflflflfl lb• P MMMMml MM 22. 10% of Existing Building Weight (Allowed) 4000 lb mv Appro cimate Weight of PV SystëmActuaI ..:i.' . Owlb Percent Increase 2.6% 4000 lb> 1041 Ib, Therefore OK. Bressi, Calrsbad, CA 6 Renuso -40 Solar Mouni np.Swtems Renusol VS-C (Commercial) Rail Length Height Width Weight Cross-Sectional Area Alloy Area Moment of Inertia (Ix) Area Moment of Inertia (ly) Varies 2.360" 1.450" 0.666 lbs/IF 0.567 in' 6063-16 0.400 in 0.140 in Renusol VS-C Splice Connector Length Height Width Weight Cross-Sectional Area Alloy Area Moment of Inertia (Ix) Area Moment of Inertia (ly) 7.680" 1.880" 1.070" 0.603 lbs 0.802 in' 6063-16 0.297 in 0.107 in Renusol VS-R (Residential) Rail Length Height Width Weight Cross-Sectional Area Alloy Area Moment of Inertia (Ix) Area Moment of Inertia (ly) Varies 1.970" 1.480" 0.547 lbs/IF 0.456 in 6063-T6 0.234 in 0.114in4 Renusol VS-R Splice Connector Length Height Width Weight Cross-Sectional Area Alloy Area Moment of Inertia (Ix) Area Moment of Inertia (ly) 7.680" 1.530" 1.090" 0.572 lbs 0.745 in 6063-16 0.206 in 0.094 in Renusol America VSTS V3 1 jRenusol Solar Mounting Systems Renusol VS 1-foot Length Height ER I • Width Weight Cross-Sectional Area Alloy ________ • Area Moment of Inertia (Ix) Area Moment of Inertia (ly) 2.000" 3.350" 2.000" 0.287 lbs 1.4669 in2 6063-T6 1.776 in 0.284 in 1.380" 1.540" 0.101 lbs 6005-T5 1.500" 0.750" 0.115 lbs 6005-T5 WEEB-CCR 2 0 • Length rip • Width Height Weight Alloy 1.5 88" 1.496" 0.223" 0.008 lbs 30455 Module JumDer (DvnoBond Length Width Height Weight Alloy 7.500" 0.610" 0.245" 0.021 lbs 55, Coated Copper Renusol America VSTS V3 2 1A Al M7 to Ex Envelope Only Solulion SK- 1 Apr 25, 2019 at 2:55 PM MEMBER AND NODE DIAGRAM RAIL.r2d Company Apr25, 2019 111RISA Job Designer Number YE H Checked By:............ N .0 .L 0 G.1 £ S Model Name : .. - Aluminum Properties Label E Fksil G lksil Nu Therm 1.. Densitvr. Table B.4 kt FtuFksil FMksil FcvFksil FsuFksil CI _1_1 3003-H14 10100 3787.5 .33 1.3 .173 Table B... 1 1 19 16 13 L12 141 _2_ 6061-16 1O100 37875 33 1f3I ¶i7 1blêTB 1 r38i4 35 24 6063-T5 10100 3787.5 .33 1.3 .173 Table B.... 1 22 16 16 13 4 6063-T6 10100 37875 3L 13 173 blB! 1 1 _30 L25' 25 19_ 1-11"444 ...L 5052-H34 10200 3787.5 .33 1.3 .173 Table B.... 1 34 26 24 20 .6 6061-T6W iOioo 37875 1 3 iI abItfl! 1 ...j5 1-15—l"f5 Joint Coordinates and Temperatures Label Y liii V rfil TDm,I ri - - - vu I; Joint Boundary Conditions mint Label Y rkiir1 V flcf.nl Pfinffrfffr1 n+in -..--J . I NI Reaction Reaction - - N2 T-- _ReactioiJT 1 -& .L] I 3 N3 - Reaction Reaction Aluminum Design Parameters Label _Shape _Length[ftj_ Lb-out lftj_Lb-in[ft]_Lcomp top[ftj_Lcomp_bot[ftj_K-out_K-inCb_Welde ... Functton I 1 I M7 I RAIL I 18.5 I 3.5 I 3.5 I Lb out I Segment I I I I I Lateral I Aluminum Section Sets Label Shape Type Design List Material Design Rules A [02l 1(90.270) [I. J (0.180) [in... I I I RAIL I RTI.5X2.5X0.125 I None I None I 6061-T6 I Typical I .938 I 1 .767 I Basic Load Cases BLC Dperrintinn (atennru Y tr,ih, V f*,ih, Inn+ DAMfl..,I..h. - ---.- -----..-J I DL DL WL____ 3 WIND Z2 WL 4 N013 - VL 5 WINDDOWN WL 6 . __... _EL:. _________ EL________________ .. — Load Combinations Description .501.. RD... SRSS BLC Factor BLC Facto BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor .J ASCEASDI -Yes PkJ I 2 ASCEASD5(a) YesY DL1 5 6 3 ASCEASD5(b) Yes Y DL I EL .7 4. ASCEASD7 Y 1. - - - - Yes V DL .6 3 .6 y_iL Ai_ 7 1 ASCE ASD 8 Yes f Y i DL .6 1 EL 1 .7 RISA-213 Version 13.0.0 [DA ... \ ... \Solar Clients\BPI PoweñBressi RAnchBressiCalcs\RAlL.r2d] Page 1 Company IIIRISA Job Designer Number YE C H No L 0 o..e s Model Name Joint Loads and Enforced Displacements Joint Label L.D.M Direction Magnitude[(lb.lb-ft). (in.rad). (lb*sA2lft. lb s.. I No Data to Print ... Member Point Loads Member Label Direction Magnitude[lbib-ft] Location[ft.%1 I No Data to Print ... —71 Member Distributed Loads (BLC 1: DL) Member Label Direction Start Magnitude[Jb/ft.9 End Magnitude[Jbi... Start Location[ft.%J End Location[ft.% I I I M7 I Y I -13 I -13 I 0 I 0 Member Distributed Loads (BLC 2: WIND Zi) Member Label Direction Start Magnituderlb/IfLE1 End Magnitude[Jb/.. Start Location[ft%] End Location[ft.% I I I M7 I I 89 I 89 1 0 I 0 Member Distributed Loads (BLC 3: WIND Z2) Member Label Direction Start Magnitude[lb/ft.F] End Magnitude[lb/... Start Location[ft.%] End Location[ft.% Iii M7 I Y I 150 I 150 I 0 I 0 Member Distributed Loads (BLC 4: WIND Z3) Member Label Direction Start MagnitLtdeIb/ft.F] End Magnitude[lb/.. Start Location[ft.%J End Location[ft.%I I 1 I M7 I I 222 I 222 1 0 I 0 Member Distributed Loads (BLC 5: WIND DOWN) Member Label Direction Start Magnitudelb/ft.F] End Magnitudefib!... Start Location[ft.%] End Location[ft.%J I 1 I M7 I Y I -56 1 -56 I 0 I 0 Envelooe Member Section Forces AdIrIh1 I ( Qhnarflhl I ( P.A,mnfrIhjf1 11% M7 I max 0 - ..j_ 0 - 1 10 - I mm 0 _j P_ j_ 0 3 _____________ 2 max 0 1 65.075 2 253.118 6 4. mm 0 _j_ -170.064 _6_ -96.855 2 5 3 max 0 1 406.788 6 112.574 2 _L. inJii.. 0 _J...- -155.656 _2_ -294.197 7 4 max 0 1 72.882 2 452.945 6 mm O__... 1... _.i9DA_ _68 6_ 17&3i$______ 9 5 max 0 1 386.383 6 0 1 10 0 1 -147.849 2 0 1 -Envelope Member Section Stresses AwiIFki1 I ( Qhaarfkail I ( Thn pArirlin,lr I ( Rrittrim P.ndi I ( M7 1 max 0 - 0 0 -- 1 0 1 2 mm 0 1 0 1 0 1 0 1 3 2 max 0 1 .104 2 1.894 2 4.95 6 4 mm o 1 -.272 _6_ 4C95 6 -1.894 2 5 3 max 0 1 .651 6 5.754 6 2.202 2 mm 0 .j..... -.249 L -2.202 L -5.754 .L 7 4 max 0 ...j. .117 1..1.1 3.39 1 L1 8.858 .L RISA-2D Version 13.0.0 [DA ... \ ... \Solar Clients\BPI Power\Bressi RAnch\BressiCalcs\RAIL.r2d] Page 2 Apr 25, 2019 Checked By:..._. IIIRISA Company Job Number YE C. H N..OL•O 0.1 ES Model Name Apr25, 2019 Checked By: Envelope Member Section Stresses (Continued) AviIrI,i1 I ( Qh,f6i1 I r' Tnn n,4..rnr I f' nIIrn. Q,,I, I I' .1... Lmin riT..3o5 TWL6 -3.39 j 9 ___________________J_nj 5 _.0 0 1_ 1 618 6 I 0 1 0 1 mm I . 0 . I 1 Envelope Joint Reactions Joint XjbJ YELbI LC M_onent.jlb-fll _LC_ _LQ. _L Ni _max_ 0 j_ 285.805 2 0 mm 3 N2 max 0 1 449.269 2 0 1 -1174.107 N3_ max 0 1 147.849 .2_ ______......0 mm o 1 -386.383 6 0 Totals: max- 0 _j_ 882.924 Envelope AA A DM1-i 0: ASD - Building Aluminum Code Checks Member Shape Code Ch... Loc[ft]LC Shear Ch.. Loc[ft] LC PnclOm[lbj PntLOm[Ib] MnIOmJb.. VnlOin[lb] Cb Egn I I I M7 IRT1.5X2.5... I .782 110.40616 I .089 110.59916 19810.416 118278.97411084.646 1 6761.364 I1 .... IH.1-1I RISA-20 Version 13.0.0 [DA ... \ ... Solar Clients\BPI PoweñBressi RAnch\Bressi\Calcs\RAIL.r2d] Page 3 Ex Only Solution SK-1 Apr 25, 2019 at 2:32 PM Member and Node Diagram RACK.r2d Company Designer : Apr25, 2019 Job Number YE C N,OL 0 5 £3 Model Name : Checked By: Hot Rolled Steel ProDerties I hI fl,i1 n ri,ii K1.1 Th&rmAirzgvi flnh,fl,IftA1 VI,IfIfl A36Gr.36 29000_ 11154 .3 - .65 _____ 36 - A572Gr50 29030 - 11154 3 65 - 4 50 - I 3 A992 29000 11154 .3 .65 .49 50 4 A500Gr.9RND 29000 11154 .3 .65 .527 42 5 A500 Gr.13 Rect 29000 11154 .3 .65 .527 46 A5j Z9QQ 11154 ........a .65..._ A1085 29000 11154 .3 1 .65 .49 50 Joint Coordinates and Temperatures I kI V Ff11 V Ff11 F1 1 NI -.75 2 N2ET 0 3.05_ 0 3 N2 6 -.75 0 N4A.. 6 3.35 0 5 N3 12 -.75 -- 0 N6A 1.2 ....... 5 0 7 N7 12 . 315 0 Uri FT-T 18 -.75 0 N8 18 .75 0 10 N813' 3.95 0 II N5 24 -.75 0 NlOA .._24 24 . 3.75 - 0 0 13 Nil 14 N6 30 -.75 0 15 N12A 30 4.55 0 16 NQ 3 0 17 NIO 31 46 0 J.8. NI6 30 75 0 Joint Boundary Conditions V ri.I;..i I NI Reaction Reaction _2 NIA Reaction Reaction 3 N3 Reaction Reaction 4 N4 Reaction N5 - -- - Reaction Reaction ________________ 6 N6 Reaction UL 1 Hot Rolled Steel Design Parameters I hoI Qhana I I k,. Iffil I k;,,rffl I .wrns I k.+re1 Il,..., IF .. t'I . I Ml Steel Pipe 3.8 - Lbout LMSteelPiDa4.4 Lbout qLatera M...SteelPipe 4I [bout 5 M5 SteelPine 5 _______ Lb out M6 Steel_Pipe 5.3 Lb__out L Steel 32.04 - Lb out _ M7a Steel M8__Pipe 6.708 L M9 Pipe 6.462 RISA-213 Version 13.0.0 [DA ... \ ... \Solar ClientsBPl PoweñBressi RAnch\Bressi\CalcsRACK.r2d] Page 1 Company Designer : Apr25,2019 Job Number Model Name : Checked By:.........._ Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Ru... A (in2J 1(90.270 .. I (0.180) E-1 I Steel Pipe I1.5"schedul ... I Beam I Pipe IA53 Gr.BI Typical I .799 I .31 I .31i Basic Load Cases RI C fltrintinn (tnñr, Y Cr,ih, V fruih, hunt Pnint flitrihntd - - -- Load Combinations flscrintinn Sol... PD SRSS RLC Ftnr RI C Fr.tnr RI C Factor RI C Frtnr RI C Ftnr RI C Fetnr RI C Fntnr RI C Ftnr ------------- _ ____ U Joint Loads and Enforced Displacements (BLC 6: EL) Joint I ihpI I fl M flimrtinn M2nnitu,dPrllh Ih-ft'I tin rd'I tIhA!ff Ih* N2A L X 0 N2A 0 - - 3 N2A L X 83 4 WA L X 83 5 N6A L x 83 --_N8B_- L X 83 7 N10A L X 83 8 NI !A NFL - X -83 - Member Point Loads Member Label Direction Magnitude[lb.lb-ftl Location[ft.%1 F No Data to Print ... Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Magnitude[lb/ft.F] End Magnitudefib!... Start Location[ft.%1 End Lãcationlft.%1 I I I M7 I V I -128 I -128 I 0 I 0 Member Distributed Loads (BLC 2: WIND Zi) Member Label Direction Start Magnitudeb/ft.F1 End Magnitudeflb/.. Start Locationlft.%1 End Locationl ft .%J 1 I M7 Y I 203 I 203 1 0 I 0 Member Distributed Loads (BLC 3: WIND Z2) Member Label Direction Start Magnitude[lbLft.F] End Magnitudefib!... Start Location[ft.% End Locationlft.%1 I 1 I M7 I Y I 343 I 343 I 0 I 0 RISA-20 Version 13.0.0 [DA ... \ ... \Solar Clients\BPI Power\Bressi RAnch\Bressi\Calcs\RACK.r2d] Page 2 Company Apr 25, 2019 111RIS-A Designer : Job Number T E C N Checked By: NOL 0 ci s Model Name : Member Distributed Loads (BLC 4: WIND Z3) Member Label Direction Start Magnitudepb/ft.9 End Magnitude[!b/.., Start Location[ft.%J End Location[ft.% I I I M7 I Y 1 508 I 508 I 0 I 0 Member Distributed Loads (BLC 5: WIND DOWN) Member Label Direction Start Magnitude[jblft.F] End Magnitude[1bL. Start Location[ft.%] End Location[ft.%] I 1 I M7 I -128 I -128 T 0 I 0 Envelope Joint Reactions .Jnint )( flhl I r V nhi 1 (' Mnmnt flh..ffl I LII NI max 8.164 6_ 732.719 ....2_ 0 - I mm -.02 .. .L_ -782.191 WO_ ]On ILL _i_I 3 N2 max 14.518 6 1395.099 2 - 0 1 mm -.033 1Q________ 5 N3 max 45.306_ 3 1183.605 - 0 _j -33.024 6 -1148.992_ 6 0 . 7 N4 max 273.7 6_ 1295.601 20__. mm -228.064 3 4478.547 6 0 9 N5 max 36.746 3 1343.122 2 0 1 mm -22.847J. 6 -1314.509. 6 0 1 11 N6 max 247.17 6 805.826 2 0 1 -2 14, 0 2 3 -946.6t_ 6 AIM 13 Totals: I max 487.68 6 6755.972 2 - -348.6_. ..j._ -7174.577 .L - Envelope Member Section Forces MDmhor AvIrIh1 I t, Qhaarnhl I r kA,,.,,.rIkce1 If' .j_. MI I max 732.719 ....Z_ 0 1 1 0 3 2 max 730.135 2 0 1 0 . 1nIL -783.741 _6 0 . -- .....L 0_ 5 3 max 727.55 2 0 1 . 0 1 _rnijL -7.29_ _ 0 ...j_ _L. 7 4 max 724.966 2 -- 0 1 0 in -786.842 6 0 1 0 I 9 5 max 722.382 2 0 1 0 mm -788.393 6_ 0 .j_ -WOW L.. 11 M2 1 max 1395.099 2 0 1 0 1 12 _____ mm -1503.729 6 0 1 0 13 2 max 1392.311 2 0 1 0 min 1505402 6 0 1 15 3 max 1389.522 2 0 1 0 min I-1507.075 6 0 1 17 4 max 1 1386.734 2 0 1 0 mm -1508.748 6 0 1 0 19 ____________ 5 max 1383.945 2 0 1 0 1 20 min 1.51 0.421 A U _j_ 21 M3 I max 1183.605 ...2. ._42.325 6 0 -. 92-27T': min '6" LA470.103 3 23 2 max 1180.612 2 42.325 6 44.113 3 mm -1150.787 6 40103 3 -46.557 6 25 3 max 1177.62 2 42.325 6 88226 3 mm -1152.583. 6 -40.103 _j -93.115 27 ____________ 4 max 1174.627 2 42.325 .. 6 132.339 3 JD1L. . 4,,04377' RISA-20 Version 13.0.0 [DA ... \ ... \Solar Clients\BPI PoweñBressi RAnch\Bressi\Calcs\RACK.r2d] Page 3 Company Designer C A IhRISA Apr 25. 2019 Job Number Checked By: TECH NO.1.0 GJE $ Model Name : Envelope Member Section Forces (Continued) Mamber Sar AhiIFIh1 I ( SharfIh1 I ( MnmantFlhifl I _5_ _max 1214 579 2 3128 3 0 1 -1319 -330.133 L FOFARZ 0 MW 31 M4 1 max 1295.601 2 247.934 3 0 1 min -1478.547 _M MI-24:211194 r6 33 2 max 1292.405_ 2 247.934 3 285.283 _rnjn_ -1480.464 6 -242.794 ...j... -291.323 35 -. 3 _rna _ 1 _228.685 - ._ 113.81 _L_ 267.453 ~67 _rnjn_ -1334.008 .1.... -116.219 ._L. -273.115 _. 37 4 max 1225.488 2 113.81 6 133.726 6 -1335.925 _."6f ONT W219 _j_. -136.568= 3 39 5 max 1222.292 2 113.81 6 0 1 -1337.843 " 6 -116.219 ''3 o__ 41 M5 1 max 1343.122 2 32.223 6 0 - I _min -1314.509.6-31.526 3 0 43 1 2 max 1339722 2 32.223 6 39.407 3 ,44:mm -13149 _. -31.526 _. -40 279 45 ______ 3 max 1336.321 2 32.223 6 78.815 3 AL mm -1318.589_ -31.526 -8Q558 47 ____________ 4 max 1332.921 2 32.223 6 118.222 3 46 V mm -1320.63 6 -31.526 3 -1P3___ 49 5 max 1378.72 2 283.733 3 0 1 mm -1495.759. 6 -290.008 6 0 1 51 M6 I max 805.826 2 229.774 3 0 1 _rnmri 7946.61 6 426.983 _6_ O_________ 1 53 _______________ ____ 2 max 802.222 2 229.774 3 300.752 6 _rnip -948.773 - _ -226.983 ....L... -304.45 3 55 3 max 731.169 2 89.598 6 1 237.436 6 _rn'n -788.796 6 90.7 3 -240.355 __ 57 4 max 727.564 2 89.598 6 118.718 6 58 ______________ mm -790.959 6 -90.7 3 -120.178 59 5 max 723.96 2 89.598 6 0 1 AO I mm -793.121 -90.7 0 61 M8 1 max 339.892 8.161 11 mm 37 -7.217 rTF6_ 0 1 47 .89 00 0 63 2 max 341.933 10 4.081 1 -6.159 4 miii _:37&992_ 2A46 _4_. 1r _10.265 - 1 65 3 max 343.973 - 3 - 0 1 -8.212 4 min -374.768 6 0 1 -13.687 1 67 4 max 346.013 3 -2448 4 -6.159 4 _rn.n 3354 -4.081 _L 69 5 max 348.054 1 3 -4.897 4 0 1 mm -372.32 6 W F -8.161 1 NnoMELA 1 71 M9 I max 369.653 3 8.161 3 0 1 mm -415.655 6 4.897 5 73 2 max 371.285 3 4.081 3 -5_933 rn _.'n_ -414.676 _6 2.448 _5 -9889 3 75 3 max 372.917 3 0 1 -7911 5 mm -413.696 6 0 Alk -13.185 3 77 4 max 374.549 3 -2448 6 -5.933 5 iL _m.mji_ -412.717 _L._ -4.081 1 -9.889 79 ________ 5 max 376.182 3 -4.897 6 0 1 80 miii -411.738 6 -8.161 1 C) 1 RISA-2D Version 13.0.0 [DA ... \ ... \SoIar Clients\BPI Power\Bressi RAnch\Bressi\Calcs\RACK.r2d] Page 4 Company III'RISA Designer : Apr 25, 2019 Job Number T E C II N.e . Model Name . £ s : Checked By:........._. EnveloDe Member Section Stresses Momhor Sr Avi&1ki1 I ( qh,fk1 I ( Tnn n,4nnr I r! I t' 1 Ml _.j_ max .917 - ..L 0 0 0 2 mir -.978 A. 0 - 1 0 1. 0 _t 3 2 max .913 20 1 0_j_0j_ L4L mm -98 6 0_.j _01 _0 1 _3_ rn& .91 2 0 1 0 1 - 0 I -.982 _6_ 0 1 O j 7 4 max .907 _2_ 0 1 0 .I. Q_. ..i_ ___________ _________ 6 W 0 i_IfiQ_ _i_ 0_ _i. 5 max 904 2 0 1 0 - 1 0 - - I -.986 1 _0 1 0 LN 11 M2 I max 1.745 2 _0 1 0 1 _P__ _rni -1 881 . 0 -1_ 0 1 0 ii _2 max _1.742 20..1 01 0 . m in _-1. _O _j 0j_ 0. 1 15 3 max 1.738 2 0 1 0 1 0 1 mi -1.885 146 _6_O 1 _0 .0 17 4 max 1 1.735 2 0 1 0 1 0 1 mm -1887 _6_ 0 - 1 _0 _1. 0 1 5 max 1.731 2 0 1 0 1 0 1 -1.889 6_0 A.W 0 M3 ..1 max 0 21 1.481 2_. .106 0j 0 1 - mm . .437 6 -.1 - 3 0 1 .0 1 2 max 1.477 2 .106 6 1.713 6 1.623 3 .24 jnjji.. -1.439 _6_ -1 _3 -1.623_ 3 25 3 max 1.473 2 .106 6 3.425 6 1 3.246 3 _min -1.442_ _6_ -.1 - -3.246 . 43.425 6 27 4 max 1.469 2 .106 6 5.138 6 4.868 3 L2BL ____________ ____ nm - -1.444 .._ -.1 31 . _4$_ _3 ____-5.138 -6- 29 5 max 1 1.519 2 .783 3 0 1 0 1 mm -165 -- _6_ -.826 i 0_ ...L Q____ 31 M4 1 max 1.621 2 .62 3 0 1 0 1 mm -L849 6 -607 _6_ -- _0_ 1 0 1 33 2 max 1.617 2 .62 3 10.717 3 10.495 6 34 g. mm -1.852 .6 -.607 _6 -10.495 6 _10.717 .i 35 3 max 1.537 2 .285 6 10.047 3 9.839 6 FN mm -1.669 1.. -.291 _3_ -9.839 ... -10.047 1.. 37 4 max 1.533 2 1 .285 6 5.024 3 4.919 6 mm -11 - -.291 - 3 -4.919 6 -5.024 3 39 5 max 1.529 2 .285 6 0 1 0 1 40 min -1.673 6 -.291 3 0 1 0 1 41 M5 1 max 1.68 2 081 6 0 1 0 1 42 mm -1.644 6 -.079 3 0 1 0 1 43 2 max 1.676 2 081 6 1.482 6 1.45 3 44 mm -1647 6 -.079 3 -1.45 3....A.492V 16 , 45 3 max 1.672 2 .081 6 2.963 6 2.899 3 -1.649 .6 -,0779en 3 J -2.899 _3_ -2.963 6 47 4 max 1.667 2 .081 6 4.445 6 4.349 3 mm -1.652 6 . -.079 3 -4.349 _3 -4445 6 49 5 max 1.725 2 .71 3 0 1 0 1 50 mm -1.871 6 -.726 6 0 1 OWMKI 51 M6 I max 1.008 2 .575 3 0 1 0 1 _6_ -.568 53 2 max 1.003 2 .575 3 11.2 3 11.064 6 9.4 fl_ NEW2.1.191 _6_ :6 -11.064 6 -11.2 3 55 - - 3 max .915 _2_ .224 6]_8.842 _3 814_ ..t.. - -.227 .3 I -8734 6 -8.842 3 - RISA-2D Version 13.0.0 [DA ... \ ... \Solar ClientsBPl PoweñBressi RAnch\BressiCalcs\RACK.r2d] Page 5 Company III'RISA-Job Designer Number YE CII NO L o.c.1, F. s Model Name Apr 25, 2019 Checked By:......._. Envelope Member Section Stresses (Continued) 60. mm -.992 6 -.227 3 0 1 0 1 61 M8 1 max 425 3 02 1 0 1 0 1 mm -.472 6 .012 4 0 1 0 1 2 428 _____ - 3 .01_ - - _1.. .378 1_ -.227 .4..... mm -.47 A.. .227 .49 -.378 ..L 65 3 max -.43.. .... .503 ..j_. -.302 4 F66 mm -469 _O 1 .302 - 4 -.503 1 67 4 max 433 3 -006 4 _.378 1 -227 1 4 _rnlr_ -467 6' -01 _1_ .227 4 1 5 max -.378 69 4.3.5 3 -012 - 4 0 1..0 _L. -466 _6_ -02 1 Q 1 0 - 1.-. 11.. M9 I max 462 3 02 ...3_0 1_0j. mm -52 16 12._ 0 .1 or 0 73 2 max 1 .464 - 01 . 3 1 .364 3 -.218 - 5.. mm -519 6 .006 _218 L -.364 . 1. 3 rn.x 466 3 0 1 .485 . 91 _5_ mm -517 6 0 1 291 ..5 -.485 3 77 - 4 max .469_ 3 -.006 6 364 ... -.218 5 . mi -j ._6_ -.01 1 .218 5 -.364 19. 5 xi .471 . 3 -.012 _6_ 0 1 0 1 80- mIp_. -.515 - .L #a 1RmI.r, C#.#i#'i,i flfin,.Ha't,j _1U3_ Q_1 0 1 1 2 max_ 0 6 .074 6 NC - - 6 _min Q - -_2 -.075 _ - Ntw, . 5 3 max 0 6 .149 6 NC 6 min_ 0 -- -.15 3 W000- 7 4 _ma_ . .001 - 6 .223 6 NC - 6 mm -.01_ 2 - 225 3 NC10 ____ 3 9 . - 5 _ma_ .002 6 .297 _6 NC min 001 2 -.3 3 NC 3 11 M2 1 max 0 1 0 1 NC I min 1 NC 1 2a_ _ 6 1 . .074 6 NC mm 0 2 -.075 .. NC 3 15 3 _a_ .002 6 .__j49 6 NC 6 - 16 min -001 2------1. - .3 NC 3 17 4 max_ .002 6 .223 - 6 NC 6 _min_ -.002 2_.: A .NC_ 19 5 max .003 6 .297 6 NC 6 min -.003 2_ -3 3 -NC 3 21 M3 - 1 max 0 -1 0 1 NC I jf mm 0 1 0 1 NC 1 2.. 2 max 0 -- -- 6 .041 6- 1299843 7 mm 0 2 -.043 3 1222.336 3 25 - - - 3 max 1 .001 6 .095 6 564.847 7 mm 001___ 2 - .099 3 532.14_ .21. 4 - max - .002 6 .176 6 309.127 7 28 . mm . -002 ... 2 - -.181 3. _1883_3_ RISA-20 Version 13.0.0 [DA ... ... \SoIar Clients\BPI Power\Bressi RAnch\Bressi\CaIcsRACK.r2d] Page 6 Company IgIRISA Job si gner T E C N NO .LO $ Model Name Envelone Member Section Deflections (Continued) Member Sec x lini LC v rini LC Uv Ratio IC 29 5 max .003 6 1 .297 ....i_ 186.2 7 1 - max 0 __176.14 31 M4 9 1 0 1 NC .12 .rnJrj_ 01 0 NC 33 2_ max 0 _6 - .195 6 486.318 Imin _.i XIMANO _ 2 -.198 _3_ 458.889 3 -- 3 max 002 - 6 .303 6 _379.942 MI In mm :002__-- - _2_ -.307 NFU _. 358.513 - 3 37 .L_ max .003 - 6 .322 __$89.945 _L.. ..rnin. _-.002 _2_. -.326 _ 554672 _ 39 5_ max .003 6 .297 6_ - -.3....2_ NCmin____ -.3 -3_ N___ 41 M5 1 max 0 1 0 1 NC 1 .min 0 ..j 0 11 NC 43 2 max 0 6 037 6 1659.152 7 -44 _min - 0 _2 -.038 _. 1567.322 45 3 Max 002 6 089 6 694.867 7 mm - _002 2 -.091 _ 656.721 _L.. AL 4 max .003 6 1 .171 - 364.59 .....L.. mm -003 2 -.174 3 344.757 3 49 5 max .003 6 .297 6 211.464 7 50 mm nmff -003 0 -F,20 3 200048 3 51 M6 1 max 0 1 0 1 NC I _ mn 0 -PR _t_ 0 1 ONC 53 2 max 0 6 .218 6 462.128 7 54 mm 0 2 1 3 436.146 3 55 3 max 001 6 328 6 1 370.718 7 m in, 2 -.332 3 j 349.875 3 57 4 max .002 6 .338 6 579.737 7 _min - -.002 ._2L _-.34Z._ ..__547.142 59 5 max 002 6 297 6 NC -_ 6 mm -.002 2 -.3 3 NC 3 61 M8 1 max .219 3 .108 3 NC 3 max .219 6_ NC 63 2 3 .097 3 NC 4 64 NWAROF .JIM mmVN W5216 _L.. -.112 6 1. - NC 65 3 max .218 3 .093 7 8712.834 _... 7 ry i OnS W H -.216 _6_ -.115 6 8700.754 6 67 4 max .218 3 097 3 NC 4 mm -.216 6 -113 6 NC 6 69 5 max .218 3 .108 3 NC 3 Aff 6 -107 6 NC 6 71 M9 1 max .224 3 088 3 NC 3 72 min 6 -.086 6 NC____ 6 73 2 max .224 3 078 3 __NC 4 74 mm -.22 6 -.092 6 NC 6 75 3 max 1 .223 3 .076 7 9539.731 - 7 76 -57THROWN'-22 6 -.094 6 9375.813 6 77 ____ 4 max .223 3 .079 3 NC 4 5 mm max -.22 .223 -.092 - .&J -MEffOrW _.&. 79 - - _L. .088 3 - - NC - _&_ mm -.219 6 -.087 _ NC Apr25, 2019 Checked By:_....._ RISA-20 Version 13.0.0 [DA ... \ ... \Solar Clients\BPI PoweñBressi RAnchBressi\Calcs\RACK.r2d] Page 7 Company Designer A : IIIRISA Apr25. 2019 Job Number Checked By: TECHNoL o £ $ ModelName : Envelope AISC 14th(360-10): ASD Steel Code Checks f',,1 f'k..I, I I ( Ck. I .ffe1 I 1' f rIIiRA.,,..... fl I'I _t. Ml 1.5 schedul... .029 0 _. ....L.. .000 0 1 12732.362 6755.082781.771 1 W.i ..j.. M2 1.5scheduI... .057 ....Q.... _2_ .000 .....Q._. 112171.352 6755.082781.771 1 Ii1i 3. M3 1.5' schedul... .245 3.46 ...._. .066 3.942 6 11595.309 6755.082 781.771 1... HI-lb ....4..... M4 5" schedul... .049 .....Q... a 11008.787 6755.082 781.771 . Fil.Th 5 M5 1.5' schedul... .224 4.479 .....L. .058 4.531 6 10416.223 6755.082 781.771 ... Iiii L. M6_ .5" schedul... ,47O 1A91 3 .046 0 3 9821.883 5-082179t'77111, 771 7 MB .5"schedul... .042 34 _ .002 16.708 1 17121.332116755.082781.771 . I-ji.j. _.&. ML...... .5 schedul... .041 23J _3_ .jQ2_ 0 3 7573.827 6755.0821781.771 Fiitb. RISA-20 Version 13.0.0 [DA ... \ ... SoIar Clients\BPI Power\Bressi RAnch\Bressi\CaIcsRACK.r2d] Page 8 AOstructures, Inc. 916-541-8586 www.AOstructures.com structures Description: Beam - Array I REN IT- C.ØDE'AE E Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-16 ....... •.. 'r 'V . -nc------,.. ..... e. Analysis Method: Allowable Strength Design Fy : Steel Yield: 35.0 ksi Beam Bracing: Beam bracing is defined as a set spacing over all spans E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending First Brace starts at 3.50 It from Left-Most support Regular spacing of lateral supports on length of beam = 3.50 ft D(O.02101 W(-0.2580 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans: D = 0.00350, W = -0.0430 ksf, Tributary Width = 6.0 ft Maximum Bending Stress Ratio = 0.806:1 Maximum Shear Stress Ratio = 0.119 : Section used for this span Pipel -1 /2 Std Section used for this span Pipel-1/2 Std Me: Applied 0.593 k-ft Va: Applied 0.5622 k Mn / Omega: Allowable 0.735 k-ft Vn/Omega : Allowable 4.716 k Load Combination +0.60Di-0.60W+0.60H Load Combination +0.60D+0.60Wi-0.60H Location of maximum on span 4.000ft Location of maximum on span 8.000 It Span # where maximum occurs Span #2 Span # where maximum occurs Span #2 Maximum Deflection Max Downward Transient Deflection 0.520 in Ratio= 126 >=60 Max Upward Transient Deflection -1.216 in Ratio= 78 >=60 Max Downward Total Deflection 0.285 in Ratio= 232 >=120 Max Upward Total Deflection -0.665 in Ratio= 144 >=120 Load Combination Span Max. '-' Dell Location in Span Load Combination Max. '+ Dell Location in Span W Only 1 0.5190 0.000 0.0000 0.000 2 0.0000 . 0.000 WOnly -1.2198 4.053 WOnly 3 0.5224 2.750 0.0000. 4.053 Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum -1.742 -1.742 Overall MiNimum 0.096 0.096 +D+H 0.160 0.160 +D+L+H 0.160 0.160 +D+Lr+H 0.160 0.160 +D+S+H 0.160 0.160 +D+0.750Lr+0.750L+H 0.160 0.160 +D+0.750L+0.7503+H 0.160 0.160 +D+0.60W+H -0.885 -0.885 +D+0.75OLr+0.450W+H -0.623 -0.623 +D+0.7505+0.450W+H -0.623 -0.623 +0.60D+0.60W+0.60H -0.949 -0.949 +D+0.70E+0.60H 0.160 0.160 AOstructures, Inc. 916-541-8586 Mi. 09 www.AOstructures.com structures Steel Beam Descñption: Beam - Array 1 VêiiI Rtuons ' Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 +D+0.750L+0.750S+0.5250E+H 0.160 0.160 +0.60D+0.70E+H 0.096 0.096 D Only 0.160 0.160 Lr Only L Only S Only WOnly -1.742 -1.742 E Only H Only AOstructures Inc. P0 Box 413 Carnelian Bay, CA 96140 916.541.8586 1—", structures www.AOstructures.com Appendix A: Framing Information & Site Specific Pictures Roof C 6. ROOF DESIGN CRITERIA: A. LOADS: DL • DEAD LOAD LL LIVE LOAD PL 20.0 FS LL 20.0 PSP TOP CHORD 15.0 PP Roof D Bressi, Calrsbad, CA 7 p! A0structures Inc. P0 Box 413 Carnelian Bay, CA 96140 A 916.541.8586 structures www.AOstructures.com Appendix A: Framing Information & Site Specific Pictures I IPre I "9 UNE.OFADCENT6ULDING 10 APPROX. LOCATION OF FUTURE SOLAR PANELS. N.I.0 SHOWN FOR REFERENCE ONLY ATTIC VENT PER SCHEDULE: SEE Roof C Roof D Bressi, Calrsbad, CA 8 structures AOstructures Inc. P0 Box 413 Carnelian Bay, CA 96140 916.541.8586 www.AOstructures.com Appendix B: General Notes GENERAL . The contractor shall verify all dimensions, property setbacks, AHJ/HOA CC&R's, elevations and site conditions before starting work and shall notify A0structure, Inc, (AOstructures) of any discrepancies. . Resolve any conflicts on the drawings with AOstructures, Inc before proceeding with construction. A site visit was not physically conducted by AOstructures. The accompanying calculations and certification are provided with the understanding that the site building and construction standards meet an acceptable level of industry standards. It shall be the contractors responsibility to identify any irregularities such as inconsistent framing conditions, water damage, fire damage, cracked, split or noticeably deflecting framing members. AOstructures is not responsible for enforcing safety measures or regulations. The contractor shall design, construct, and maintain all safety devices including shoring and bracing, and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations. The contractor shall take necessary precautions to maintain and insure the integrity of the structure during construction. If a lawsuit is filed by one of the contractor's or subcontractor's employees, or any one else, the contractor will indemnify, defend and hold the owner and aostructures, inc harmless of any and all such claims. Any and all waterproofing shall be provided by the contractor. A0strctures is not responsible for waterproofing. All hardware shall be installed per manufacturer specifications and within specified design limitations. AOstructures, Inc. assumes no responsibility for incorrectly installed hardware or hardware installed outside of the manfacturer specifications. USER RELIANCE AOstructures was engaged by Bpi Power (Client) to perform this assessment This report and the information therein, are for the exclusive use of the Client. This report has no other purpose and shall not be relied upon, or used, by any other person or entity Without the written consent of AOStructures. Third parties that obtain this report, or the information within shall have no rights of recourse or recovery against AOstructures, its officers or employees. ROOF MOUNTED ARRAY'S No structural members can be cut for conduit, etc., unless specifically shown. Obtain prior written approval for installation of any additional conduit, etc. Unless otherwise noted, construction material shall be evenly distributed if placed on framed floors or roofs. Loads shall not exceed the allowable loading for the supporting members and their connections. All lags or wood screws at the roof shall be stainless steel and installed withing the middle 1/3 of the dimensional width of the framing members. Unless otherwise noted, all lags installed in underlying roof framing members shall be embedded (threaded embed) a minimum of 2.5" into the underlying framing. A lateral check is strictly limited to a 10% analysis as allowed per the 10% exemption of the Existing Building Code. This lateral check does not certify that the existing lateral system is adequately designed for the specific loads from the proposed solar system. In many cases, structures may have insufficient lateral capacity prior to the addition of the proposed solar array. Further engineering of the actual capacity of the structure can be provided per owner request A lateral analysis (or 10% comparison) of the structure is done assuming no additional dead load has been added to the structure over the course of its life. The contractor shall verify this with the property owner and notify engineer if additional load has been added to the structure already. Bressi, Calrsbad, CA 9