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Home My WebLink About1613 E Avalon Ave - 20181890 - PlanBldg# 101117968 Elec# 20181890 Approved MSmith Issued - 02/05/2024 The scope of the plans is for the installation of the solar photovoltaic system only and the approval is subject to compliance with all applicable city and state codes and regulations regarding construction. The approval of the plans does not constitute any certification of the accuracy, completeness, or building permit status of the existing buildings and structures as shown. 1613 E Avalon Ave - 201818902/12/2024 SYSTEM SIZE: DC: 5.530 Kw AC: 4.983 Kw (E) ROOF SECTION 1 TILT: 4/12 (18.43 °)AZIMUTH: 270 COUNT: 7 ROOF TYPE: COMP SHINGLE Ii ••••• ... -. .. ... . --..... "----------(Y) .. ••-•-- ....... ' ::.-. .-.·: )(/<::::::-•;-=-:___:_c t•. ·_:__:___: ••• _ /.(·· �---- ---- -NOTES TOTAL ROOF AREA: 2284 FT2 TOTAL NE� MOD AREA:303 FT 2 EXISTING MOD AREA: 0 FT 2 TOT AL MOD AREA: 303 FT 2 COVERAGE: 131/. DESIGN �ILL COMPLY �ITH IRC P3102.1.3 ROOF ACCESS POINT FIRE CODE SETBACKS APPROXIMATE CONDUIT RUN VISIBLE LOCKABLE LABELED DISCONNECT LOCATED WITHIN 1 OFT OF UTILITY METER. CD FEEDER LINE ROOF SECTION 2 TILT: 4/12 (18.43 °)AZIMUTH: 90 COUNT: 7 ROOF TYPE: COMP SHINGLE :.-. ·•: .. 7..-_ ··•·• -·�···· .. -. .,. ' ...<--i-:-:-:-:-:-:-:-· ✓........ .-.. .. . .,, ,. .. . (N) JUNCTION BOXATTACHED TD ARRAY ENGINl?Er'i.lNC Engineerinc.io, 303 N Glenoaks Blvd Burbank, CA 91502 (310) 928-0938 nem@enaineeriac io Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Cal�ornia. License No. C88083 Expiration Date: 09/30/2024 Date Certified and Signed: 01/11/2024 ROOF PLAN SCALE: 1/8' = 1'-0' Flagship Solar™ FLAGSHIP HOLDINGS LLC 707 18TH STREET BAKERSFIELD, CA 93301 661-428-9293LICENSE: CSLB#1094 787 !=�/�� I ---�---- TYLER CROSBY LOCATION DRAVN BY YUJ DRA\llNG DATE 3 Jo.nuary 2024 PAGE TITLE PAGE N_UMBER SIT E PLAN &. PV 2 LAYOUT 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 Romex (NM Cable) may be run in the attic space when originated and terminated in 3R junction boxes where the Romex will not be exposed outdoors. MAS (19) 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 DocuSign Envelope ID: 5BB6C034-1CAE-4F22-8CD3-FCDAC19D227F 1/10/2024 Kevin Rowen 1613 East Avalon Ave Santa Ana Ca 92705 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 1613 E Avalon Ave - 201818902/12/2024 Certificate Of Completion Envelope Id: 5BB6C0341CAE4F228CD3FCDAC19D227F Status: Completed Subject: Complete with DocuSign: Customer letter signed needed to submit to City of Santa Ana .pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 4 Initials: 0 Flagship Flagship AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) Permits@flagshipsolar.co IP Address: 173.198.109.1 Record Tracking Status: Original 1/9/2024 10:40:59 AM Holder: Flagship Flagship Permits@flagshipsolar.co Location: DocuSign Signer Events Signature Timestamp Kevin Rowen kevin.d.rowen@gmail.com Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 72.134.24.129 Sent: 1/9/2024 10:43:11 AM Viewed: 1/10/2024 2:20:14 PM Signed: 1/10/2024 2:20:55 PM Electronic Record and Signature Disclosure: Accepted: 1/10/2024 2:20:14 PM ID: 2712947b-ca84-4471-95d4-0156028b674e In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 1/9/2024 10:43:11 AM Certified Delivered Security Checked 1/10/2024 2:20:14 PM Signing Complete Security Checked 1/10/2024 2:20:55 PM Completed Security Checked 1/10/2024 2:20:55 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure 1613 E Avalon Ave - 201818902/12/2024 ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Flagship Flagship (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 1/2/2024 12:41:19 PM Parties agreed to: Kevin Rowen 1613 E Avalon Ave - 201818902/12/2024 Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. 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To withdraw your consent with Flagship Flagship To inform us that you no longer wish to receive future notices and disclosures in electronic format you may: 1613 E Avalon Ave - 201818902/12/2024 i. decline to sign a document from within your signing session, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an email to Permits@flagshipsolar.co and in the body of such request you must state your email, full name, mailing address, and telephone number. We do not need any other information from you to withdraw consent.. The consequences of your withdrawing consent for online documents will be that transactions may take a longer time to process.. Required hardware and software The minimum system requirements for using the DocuSign system may change over time. The current system requirements are found here: https://support.docusign.com/guides/signer-guide- signing-system-requirements. Acknowledging your access and consent to receive and sign documents electronically To confirm to us that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please confirm that you have read this ERSD, and (i) that you are able to print on paper or electronically save this ERSD for your future reference and access; or (ii) that you are able to email this ERSD to an email address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receiving notices and disclosures exclusively in electronic format as described herein, then select the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm that:  You can access and read this Electronic Record and Signature Disclosure; and  You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and  Until or unless you notify Flagship Flagship as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by Flagship Flagship during the course of your relationship with Flagship Flagship. 1613 E Avalon Ave - 201818902/12/2024 Date: 01/11/2024 Job Number: 16172 Prepared for : Flagship Holdings LLC, 707 18th St., Bakersfield, CA 93301 Project.: Kevin Rowen Residence , 1613 E Avalon Ave, Santa Ana, CA, 92705 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set. The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Engineerinc.io 303 N Glenoaks Blvd Suite 200 Burbank, CA 91502 (310) 928-0938 new@engineerinc.io Date Certified and Signed: 01/11/2024 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 Solar Module Details Module Type MISSION SOLAR Module Quantity 14 Module Model Number MSE395SX9R Design Criteria Code: 2022 California Building Code ASCE 7-16 Live Load (psf)20 Ult Wind Speed (mph)95 Exposure Cat C Ground Snow (psf)0 Structure Geometry Eave Height, he (ft)15 to 20ft Pitch of main roof (deg)18.43 Building Length, L (ft)60 Building Width, B (ft)65 Roof Area (Module Area) ft2 3900.00 Standoff(i.e., Roof Mount) Spacing Feet 4` NOTE: attachments should be installed in a staggered configuratiion to properly destributor loading. Roof Properties Roof Geometry type Gable Roof Roof Type Truss Roof Pitch (deg)18.43 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 Roofing Type Comp Shingles Sheathing Type 1/2" OSB Board Wood species No. 2, Douglas Fir-Larch Wood Fb (psf)900 Wood Fv (psf)180 Wood E (psf)1600000 Purlin C/C Spacing (in)12 Rafter C/C. Spacing (in.)24 Purlin Section Thickness, b (in.)2 Section Depth, d (in.)4 Rafter Section Thickness, b (in.)2 Section Depth, d (in.)4 Maximum Rafter Span (ft)7 Factors Cd(wind)1.60 Cd(Snow)1.60 CLS 1.15 CM 1 Ct 1 CL 0.75 CF 1.5 Cfu 1 Cv 1 Cr 1 M allowable_wind 413.44 M allowable_snow 297.16 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 Dead Load(psf) Comp Shingles 3.00 psf 1/2" OSB Board 2.00 psf Insulation 2.00 psf Total Roof 1DL 7 psf No. 2, Douglas Fir-Larch 31.00 lb/ft3 Solar Panel DL 3.00 psf Roof 1 Roof_Dist_DL 7.00 psf M_Roof_Dist_DL 2493.86 Def_Roof_Dist_DL 1.48 PV_uni_Dist_DL 3.00 psf M_PV_uni_Dist_DL 10.54 Def_PV_uni_Dist_DL 0.01 Total_Uni_DL 11.00 psf M_Total_DL 2504.40 Def_Total_DL 1.49 Snow Load(psf) Ground Snow Load, pg 0 Importance Factor, Ic 1 Thermal Factor, Ct 1 Exposure Factor, Ce 1 Flat roof snow, pF 0 Slope Factor, Cs 1 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 Sloped Row Snow, ps 0 Uni_Dist_S 0.00 M_uni_Dist_s 0.00 Def_uni_Dist_S 0.00 Wind Load Ultimate Wind Speed 95 Directionality Factor,kd 0.85 Topographic factor 1.00 Velocity pressure exposure factor,kz 0.88 Ground Elevation Factor,ke -0.19 Side Wall Width 65 Median Roof Height -11.49 Velocity pressure,qz 17.28 External Pressure Up,GCp_1 -0.3628 External Pressure Up,GCp_2 -0.5686 External Pressure Up,GCp_3 -0.9 External Pressure Down,GCp 0.1372 Design Pressure Up,p_1 -5.24 Design Pressure Up,p_2 -8.21 Design Pressure Up,p_3 -13.00 Design Pressure Up,p 1.98 Uni_Dist_W_up -13.00 M_uni_Dist_W_up -79.63 Def_uni_Dist_W_up -0.05 Uni_Dist_W_down 1.98 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 M_uni_Dist_W_down 12.13 Def_uni_Dist_W_down 0.01 Lag Screw Uplift Check (ASD) 5/16" Lag Screw Withdrawl value 205.00 lb/in Lag Screw Penetration 2.50 in Roof1 0.6D+0.6W(up z1)1706.928 > 512.5 Roof1 0.6D+0.6W(up z2)1705.146 > 512.5 Framing Check (ASD): Roof1 uni 1.0D+0.6W 2511.68 > 413.44 Lag Screw Penetration 2509.86 > 413.44 Roof1 0.6D+0.6W(up z1)2504.40 > 297.16 Roof1 0.6D+0.6W(up z2)1454.86 > 413.44 Seismic Check: Wood 5.00 psf 2x4 Studs @ 16"2.00 psf Gypsum 3.00 psf Misc(insulatioon,etc)2.00 psf Total wall DL 12.00 psf Total Wall Area (Approx)3115.00 ft2 Total Wall W 37380 lbs Total Roof DL 7.50 psf Total Roof Area (Approx)1644.25 ft2 Total Roof W 12331.875 lbs 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 OK PV Panel W 3.00 psf Area of panel 280.00 ft2 Total Roof W 986.55 lbs % increase=(Wadditional)/Wexisting 2.13% The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits. The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work. All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications. The Engineer of Record and Engineerinc assume no responsibility for misuse or improper installation. This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work, the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations, and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. Prior to the commencement of work, the contractor shall verify the existing roof and framing conditions. Notify Engineerinc and the engineer of record of any Discrepancies prior to starting construction. Prior to the commencement of work, the contractor shall inspect framing for any damage such as water damage, cracked framing, etc. and notify the E.O.R. if any issues are found.These plans/calculations are stamped for structural code compliance of the roof framing supporting the proposed PV installation reference only. These plans/calculations are not stamped for water leakage. PV modules, racking, and attachment components must follow manufacturer guidelines and requirements. 303 N. Glenoaks Blvd Suite #200 Burbank, CA 91502 | (310) 928-0938 | new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 Structural Engineering Letter Date: 01/11/2024 Project Name: Kevin Rowen Residence Project Address: 1613 E Avalon Ave, Santa Ana, CA, 92705 Contractor : Flagship Holdings LLC Contractor Address : 707 18th St., Bakersfield, CA 93301 Attn : To Whom It May Concern A Field observation of the condition of the existing framing system was performed by an audit team from Flagship Holdings LLC. From the Field observation of the property, the existing roof structure observed as follows: Existing roof is supported by 2 x 4 @ 24" rafters at the solar array. The rafters are sloped at approximately 18.43 degree and have maximum projected horizontal span of 7 feet in between load bearing supports. Design Criteria Applicable codes: 2022 California Building Code ASCE 7-16 Ground Snow Load: 0 psf Roof Dead Load: 20 psf Wind speed: 95 mph Risk Category: II Date Certified and Signed: 01/11/2024 I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the Design Criteria. If you have any questions or concerns please contact us, Engineerinc.io, 303 N Glenoaks Blvd Suite 200 Burbank, CA 91502 (310) 928-0938 new@engineerinc.io 1613 E Avalon Ave - 201818902/12/2024 Rev: 7/15/2021 RESIDENTIAL PHOTOVOLTAIC SOL-01 CBC 2019 Solar Photovoltaic (PV) Checklist for Detached SINGLE FAMILY RESIDENCES Only Instructions: The licensed contractor of record shall complete all sections, answer the ten questions and sign the certification section below. A copy of this form shall be attached to each of TWO sets of plans, of minimum 11” x 17” size. If answering NO to any of the questions, plan check shall be required. Project Address: Contractor Company Name: Contractor License Number: YES NO Are the following applicable to the proposed project? 1.   Will the PV system layout provide the required three-foot wide clear access pathways per Section 605.11 of the California Fire Code, and is this shown on the roof plan? 2.   Will the PV system be installed on a roof having only one roofing layer with no overlays? 3.   Will the PV array be flush mounted to the existing roof so that the plane of the modules (panels) are parallel to the plane of the roof? 4.   Will the PV system weigh maximum 4 pounds per square feet or less? 5.   Will the PV system be installed where the modules do not overhang any roof edges (such as eaves, gabled ends, ridges and hips)? 6.   Will the PV system be installed with a space of 2” minimum to 10” maximum between the underside of modules and the surface of the roof? 7.   Will the PV system be installed without using any ballast system or counter-weight system? 8.   Will the anchors be installed with a maximum horizontal anchor spacing of 6 feet and is this maximum horizontal spacing shown on the plans? 9.   Will the minimum 5/16” lag screws be installed with a minimum of 2-1/2 inch embedment into roof rafters (with pre-drilled holes) and is this minimum embedment shown on the plans? 10.   Are ALL the structural pages of the plans stamped and signed by a California licensed professional engineer? (including project specific site plan, PV layout, anchorage spacing, anchorage details and manufacturer’s PV support information.) I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Phone Number: Date: Email Address: Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org x x x x x x x x x x 1094787 B Flagship 1613 East Avalon Ave John Tyler Crosby 661-495-3838 Permits@flagshipsolar.co 01/10/2024 1613 E Avalon Ave - 201818902/12/2024