Loading...
HomeMy WebLinkAbout2020 CASSIA RD; ; CBC2020-0440; PermitBuilding Permit Finaled {city of Carlsbad Commercial Permit Print Date: 01/02/2024 Job Address: 2029 CASSIA RD, CARLSBAD, CA 92009-4201 Permit No: Status: CBC2020-0440 Closed -Expired Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant load: Code Edition: Sprinkled: Project Title: BLDG-Commercial 2150202700 $197,149.00 Work Class: Cogen Track#: Applied: Lot#: Issued: Project#: Finaled Close Out: Plan#: Construction Type: Final Inspection: Orig. Plan Check#: INSPECTOR: Plan Check#: Description: 108 KW ROOF MOUNT SOLAR -288 PANELS ON 7,429 SF OF CARPORTS-SERVING 2029 CASSIA RD Applicant: Contractor: 11/05/2020 05/04/2021 SUN RUN INSTALLATION SERVICES INC 1225 PARK CENTER DR SUNRUN INSTALLATION SERVICES INC 1225 PARK CENTER DR VISTA, CA 92081-8353 (562) 503-5657 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,905.83 Total Payments To Date: VISTA, CA 92081-8353 (562) 503-5657 $1,807.83 Balance Due: AMOUNT $973.90 $681.73 $98.00 $89.00 $8.00 $55.20 $98.00 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 IT APPLY 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. Building Division EXP1F~FD PERMIT PERMlf HAS l'XPlfiED IN ACCOP.ll,\NCE WITH C.B.C SECTION I01,iA .4 .4S ~MENDED !lY Cr.; C.18.04.030 lt.lf ~ 12.1-1-SIG~~lURI: -~--Mi.'~ __ 5_ • 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov Page 1 of 1 (City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check 01::::C.,2,vZ.0-OY\...\O Est. Value l'\-1:: IS,, ll.-\0\ PC Deposit Date \\-5-20 Job Address 2029 Cassia Rd, Carlsbad CA 92009 CT /Project #: CBC2020-0440. Suite: ____ APN: 7601665400 Lot #: ____ Year Built: _________ _ Fire Sprinklers: QYES@NO Air Conditioning:Q YES 0 NO Electrical Panel Upgrade: QvEs0 NO BRIEF DESCRIPTION OF WORK: 108 kW system on new carports. This project is being permitting under permit# CBC2020-0440. This application is soley for a change in applicant information. 0 Addition/New: ______ Living SF,. ____ Deck SF, ____ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? OY ON New Fireplace? OY ON, if yes how many? __ □Remodel: ---SF of affected area Is the area a conversion or change of use ? OY ON □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ !j]Solar: 108 KW, 288 Modules, Mounted:0Roof 0Ground, Tilt: 0 YON, RMA: OY ON, Batterv:OY ON, Panel Upgrade: OY ON D Reroof: -------------------------------------□ Plumbing/Mechanical/Electrical 0 Only: Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER Name: Affirmed Housing APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT Name: Jackie Kerns Address: 13520 Evening Creek Dr North, Suite 160 Address: 225 Bush St Suite 1400 APPLICANT Iii City: San Diego State:_C_A __ Zip: 92128 City: San Francisco State:_C_A __ ,Zip: 94104 Phone: 858-679-2828 Phone: 805-284-2066 Email: __________________ ,Email: jackie.kerns@,sunrun.com DESIGN PROFESSIONAL Name: Jackie Kerns APPLICANT Iii CONTRACTOR OF RECORD Name: Sunrun Address: ________________ _ Address: 225 Bush St Suite 1400 APPLICANT 0 City:, ________ State: __ ~Zip: ____ _ City: San Francisco State:_C_A __ Zip: 94133 Phone: ________________ _ Phone: jackie.kerns@sunrun.com Email:. _________________ _ Email: jackie.kerns@sunrun.com Architect State License: __________ _ State License/class:_7_50_1_8_4 ___ Bus. Licensecu,n--~+ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 08120 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fuff force and effect. I also affirm under penalty of perjury one of the following declarations: Ii) 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. Policy No. _______________________________________ ~ liJ1 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: _L_ib_,rty__c_l_c,_"_"_"~_c_o~1p_"c.'1_1o_c _____________ _ Policy No. WA764D445522020 Expiration Date: _1_011_12_1 __________ _ 0 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 become 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, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. 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: ---~----~ ____ _ CONTRACTOR PRINT: Jackie Kerns , D,g,tally signed by Jackie Kerns SIGN: Jackie Kerns~;:;/"''""""""" DATE: 3/26/21 -------- {OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the fo/fowing reason: 0 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). 01, 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). 0 I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: O"owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. 0 Owners "Authorized Agent F~rm" has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner's behalf. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.html. OWNER PRINT: SIGN: __________ DATE: ______ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf. f 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. f hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. f ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE Cl1Y 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 5'0' deep and demolition or construction of structures over 3 stories in height. APPLICANT PRINT: Jackie Kerns SIGN: Jackie Kerns ~;:"?,;:;;;•,:•o";:~;•rn, DATE: 3/26/21 ------------ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602"8558 Email: Building(@carlsbadca.gov 2 REV. 08/20 ✓. EsG1I DATE: 4-13-2021 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2020-0440.RC2 PROJECT ADDRESS: 2029 Cassia Road SET III 0 APPLICANT 0 JURIS. PROJECT NAME: Commercial PV System, lOSkW With New Carports D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: 0 EsGil staff did not advise the applicant that the plan check has been completed. 0 EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Emaii• Mail Telephone Fax In Person 0 REMARKS: Structural sheets added to :".f~.;;1 index on title s~ By: Erich A. Kuchar, P.E. EsGil 4-5-2021 / Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ✓. EsG1I DATE: 3-25-2021 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2020-0440.RC1 PROJECT ADDRESS: 2029 Cassia Road SET II □ APPLICANT □ JURIS. PROJECT NAME: Commercial PV System, 108kW With New Carports D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D 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: Caleb Low-Sun Run Telephone#: 360-903-0552 Date contacted: (by: ) Email: caleb.low@sunrun.com Mail Telephone Fax In Person 0 REMARKS: By: Erich A. Kuchar, P.E. Enclosures: EsGil 3-18-2021 9320 Chesapeake Drive. Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. THERE WERE NO STRUCTURAL SHEETS RE-SUBMITTED OR A RESPONSE NARRATIVE ADDRESSING THE COMMENTS BELOW. RESUBMIT A COMPLETE SET OF PLANS INCLUDING UPDATED STAMNPED AND SIGNED STRUCTURAL SHEETS AND CALCULATION PACKAGE ALONG WITHA RESPONSE NARRATIVE. ALL COMMENTS ARE STILL OPEN. ADD STRUCTURAL SHEETS TO SHEET INDEX ON TITLE PAGE AS WELL. THIS IS REQUIRED. SO PERMIT WILL INCLUDE CORRECT SHEETS. GENERAL 1. Please make all corrections, as requested in the correction list Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. Plans may be submitted in electronic format, subject to the jurisdiction's approval. If so, they must have restrictions removed from the security settings. Electronic plans with restrictions to markups, printing, or stamping will not be approved. 3. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. STRUCTURAL 4. Concrete Mix for foundations to specify Exposure Category C1 at a minimum. Footings are in contact with soil and therefore exposed to minimal moisture. Exposure Category C1 can be removed if waterproofing protection is placed between the foundation and the soil. ACI 318-14, Table 19.3.1.1. I. 5. The plans shall indicate that special inspection will be provided for the following work. (Section 107 .2) a) Steel construction. Special inspections for steel elements should be provided in accordance with Section 1705.2. b) Pier foundation. Special inspection should be provided for pier foundations in accordance with Section 1705.8. 6. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. 7. Structural Observations for SDC D, E, and F Structures. Structural observation should be provided and noted on the plans because of one of the following conditions. (Section 1704.6) a) The observation is specifically required by the Building Official. 8. Structural Observation is required, note on the plans: "The owner shall employ a registered design professional to perform structural observations. Deficiencies shall be reported in writing to the owner and the building official. At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved." Section 1704.6. 9. Update details 1 & 2/S-200 to show (3) #3 ties in the upper first 5" per ACI 318- 14 Section 10.7.6.1.6. 10. Update details 1 & 2/S-200 to call out correct requirements for spiral ties or add new detail. If spiral ties are used top and bottom must have 1-1 /2 extra turn per ACI 318-14 Section 25.7.3.4 and Spiral tie spacing may not exceed 3" spacing per ACI 318-14 Section 25.7.3.1. 11. List on plans the Metal Deck Manufacture and ICC Number or equivalent. ADDITIONAL 12. See below for Electrical Comments. 13. To speed up the review process, please 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. 14. 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? 15. 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 Erich A. Kuchar, P.E. at EsGil. ELECTRICAL Reviewer: Scott Humphrey Set: I 16. On the title page please list the current model codes your design will comply with. 17. The new carport lighting requires submittal of the required Energy Compliance documents for exterior lighting. Please insure the responsible person signs the documentation. https ://energycodeace. com/NonresidentialF orms/2019 18. Please remove the term "Line Side Tap" from the plans as the tap rules in article 240 CEC do not apply. This is a supply side connection, 230.82 CEC. If you have any questions regarding these plan review items, please contact Scott Humphrey. at EsGil. ✓. EsG1I DATE: 11-16-2020 JURISDICTION: Carlsbad PLAN CHECK#.: CBC2020-0440 PROJECT ADDRESS: 2029 Cassia Road SET: I □ APPLICANT □ JURIS. PROJECT NAME: Commercial PV System, 108kW With New Carports D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1:8:J The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D EsGil staff did not advise the applicant that the plan check has been completed. 1:8:J EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Caleb Low-Sun Run Telephone#: 360-903-0552 Date contacted: (by: ) Email: caleb.low@sunrun.com Mail Telephone Fax In Person 0 REMARKS: By: Erich A. Kuchar, P.E. Enclosures: EsGil 11-9-2020 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ rax (858) 560-1576 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK#.: CBC2O2O-044O OCCUPANCY: U TYPE OF CONSTRUCTION: II-B ALLOWABLE FLOOR AREA: SPRINKLERS?: No REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11-5-2020 DATE INITIAL PLAN REVIEW COMPLETED: 11-16-2020 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Carport for Solar PV ACTUAL AREA: 7,011 sqft STORIES: 1 HEIGHT: 10'-0" OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11-9-2020 PLAN REVIEWER: Erich A. Kuchar, P.E. This plan review is limited to the technical requirements contained in the California version of the 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 ordinances enforced 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. Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC. 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 2018 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. GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. Plans may be submitted in electronic format, subject to the jurisdiction's approval. If so, they must have restrictions removed from the security settings. Electronic plans with restrictions to markups, printing, or stamping will not be approved. 3. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. STRUCTURAL 4. Concrete Mix for foundations to specify Exposure Category C1 at a minimum. Footings are in contact with soil and therefore exposed to minimal moisture. Exposure Category C1 can be removed if waterproofing protection is placed between the foundation and the soil. ACI 318-14, Table 19.3.1.1. I. 5. The plans shall indicate that special inspection will be provided for the following work. (Section 107 .2) a) Steel construction. Special inspections for steel elements should be provided in accordance with Section 1705.2. b) Pier foundation. Special inspection should be provided for pier foundations in accordance with Section 1705.8. 6. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. 7. Structural Observations for SOC D, E, and F Structures. Structural observation should be provided and noted on the plans because of one of the following conditions. (Section 1704.6) a) The observation is specifically required by the Building Official. 8. Structural Observation is required, note on the plans: "The owner shall employ a registered design professional to perform structural observations. Deficiencies shall be reported in writing to the owner and the building official. At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved." Section 1704.6. 9. Update details 1 & 2/S-200 to show (3) #3 ties in the upper first 5" per ACI 318- 14 Section 10. 7.6.1.6. 10. Update details 1 & 2/S-200 to call out correct requirements for spiral ties or add new detail. If spiral ties are used top and bottom must have 1-1/2 extra turn per ACI 318-14 Section 25.7.3.4 and Spiral tie spacing may not exceed 3" spacing per ACI 318-14 Section 25.7.3.1. 11. List on plans the Metal Deck Manufacture and ICC Number or equivalent. ADDITIONAL 12. See below for Electrical Comments. 13. To speed up the review process, please 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. 14. 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? 15. 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 Erich A. Kuchar, P.E. at EsGil. ELECTRICAL Reviewer: Scott Humphrey Set: I 16. On the title page please list the current model codes your design will comply with. 17. The new carport lighting requires submittal of the required Energy Compliance documents for exterior lighting. Please insure the responsible person signs the documentation. https://energycodeace.com/NonresidentialForms/2019 18. Please remove the term "Line Side Tap" from the plans as the tap rules in article 240 CEC do not apply. This is a supply side connection, 230.82 CEC. 19. If you have any questions regarding these plan review items, please contact Scott Humphrey. at EsGil. STRUCTURAL CALCULATIONS FOR THE CASSIA HEIGHTS NEW CARPORTS 2029 CASSIA RD CARLSBAD, CA 92009 SAN DIEGO COUNTY CA Issue Date: 10/14/2020 PO Box 2651 Truckee, CA 96160 info@LinchpinSE.com 530.563.6341 www.LinchpinSE.com Submittal: Permit & Bid Linchpin Project No. 20-002 FOR PAGES 1-10 > ,_ -0 PO BOX 2651 Truckee, CA 96160 530.563.6341 info@linchpinse.com www.linchpinse.com PROJECT DESCRIPTION: • NEW CARPORTS ARE BEING DESIGNED TO SUPPORT PV SYSTEMS Table of Contents Loads and Location Framing Lateral 1.00 2.00 3.00 CASSIA HEIGHTS NEW CARPORTS Linchpin Project No. 20-002 Engineer: RJR 10/14/2020 2 of 10 PO BOX2651 Truckee, CA 96160 530.563.6341 info@linchpinse.com www.linchpinse.com PROJECT LOCATION: Villa Loma Apurtr"lents Oaks chool ira Oaks 1 School Tradition ,2029 Cassia Road Vnrr: CASSIA HEIGHTS NEW CARPORTS Linchpin Project No. 20-002 Engineer: RJR 10/14/2020 Poinsettia Elemen:ary Alga Nor1e Community Park L.J Costa Greens Presidio La Costa Paloma Apartmeots Faith l Heac 3 of 10 l\T( Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: ASCE 7-16 MRI 10-Year MRI 25-Year MRI SO-Year MRI 100-Year Risk Category I Risk Category II Risk Category 111 Risk Category IV Cassia Rd, Carlsbad, CA, USA 33.1132596, -117.274861 282 ft 2020-10-14T18:46:15.175Z Wind 67 mph 72 mph 77 mph 82 mph 89 mph 96 mph 102 mph 107 mph ASCE 7-10 MRI 10-Year MRI 25-Year MRI SO-Year MRI 100-Year Risk Category I Risk Category II Risk Category Ill-IV 1a Island enti2I ,abitat. .. Go gle 72 mph 79 mph 85 mph 91 mph 100 mph 110 mph 115 mph Temecula 0 282 ft o'a Carlsbad Cleveland National Forest Anza-Bc DesE State f San Diego O Map data ©2020 Google, INEGI ASCE 7-05 ASCE 7-05 Wind Speed 85 mph 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 interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. 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 wP.hsitP. cinP.s nnt imnlv ::iinnrnvi=tl hv thP. nnvP.minn htJilrtinn r.ociP. hnciiP.s rP.snonsihlP. for h11ilrtinn r.nciP. ::iinnmv::tl i=tnci int~MRl"inn for thP. PO BOX 2651 Truckee, CA 96160 530.563.6341 info@linchpinse.com www.linchpinse.com /:::,,:,t LINCHPIN ' I li~T~Yr;:::rl;'~;A~ ~ t=f"'y~i('\.i-C:::t:::.:kil'IJ\...::i - CASSIA HEIGHTS NEW CARPORTS Linchpin Project No. 20-002 Engineer: RJR 10/14/2020 COMPONENTS AND CLADDING PER ASCE 7-16 CHAPTER 30 PART 1-LOW RISE BUILDINGS (h < 60') qz = .00256 * Kz * Kz, * Kd * V2 K, = 0.85 ASCE7 Table 30.3-1 Krt = 1.00 K, = 0.85 ASCE7 Table 26.6-1 V = 96 mph Exposure = C q, = 17.0 psf (Ultimate) Building Type: Open Surface Type: Roof Roof Angle : 5 Roof Height: 9 ft Height of Canopy -1.2 1.2 -0.5 0.3 Uplift Down High Side Wind Pressure= -20.4 20.43 psf (Ultimate) Low Side Wind Pressure= -8.51 5.107 psf (Ultimate) High Side Wind Pressure= -12.26 12.26 psf (Working Stress) Low Side Wind Pressure= -5.11 3.06 psf (Working Stress) New Carport Roof Deck Design Size Decking for uplift Use 26 gauge 11/2" Roof Decking Double Span Max Allowable Span= Max Allowable Load = 9.33 ft Deck Attachment 28 psf down 26 psf uplift Use #10 screws at each attachment 5 contact points per 36" minimum purlin gauge= 14 Pullout capacity= 137 lbs/screw Pullover capacity= 159 lbs/screw (26 gauge) Max Tributary Width to purlin 7.88 ft Max load per screw= 58 lbs/screw Therefore use 26 gauge decking with #10 screws to each attachment point 5 of 10 l\T( Hazards by Location • Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: Cassia Rd, Carlsbad, CA, USA 33.1132596, -117.274861 282 ft 2020-10-14T18:47:22.6442 Seismic ASCE7-16 II D-default Basic Parameters Name Value Description Ss 0.995 MCER ground motion (period=0.2s) S1 0.362 MCER ground motion (period=1.0s) 1a Island enti2I ,a bit at.. Go SMs 1.194 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value Sos 0.796 Numeric seismic design value at 0.2s SA So1 * null Numeric seismic design value at 1.0s SA • See Section 11.4.8 •Additional Information Name Value Description SDC • null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRs 0.898 Coefficient of risk (0.2s) CR1 0.908 Coefficient of risk (1.0s) PGA 0.436 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.523 Site modified peak ground acceleration e Temecula 0 282 ft o'a Carlsbad Cleveland National Forest /1nza-Bc DesE State f tp San Diego O Map data ©2020 Google, INEGI 6 of 10 TL 8 SsRT 0.995 SsUH 1.109 SsD 1.5 S1RT 0.362 S1UH 0.398 S1D 0.6 PGAd 0.5 • See Section 11.4.8 Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1.0s) 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. 7 of 10 PO BOX 2651 Truckee, CA 96160 530 563.6341 info@linchpinse.com www.linchpinse.com ,(--,, ::,., LINCHPIN \_ I J§::rR~CTURA!::- ~ Ci-~ l.£'\J l.;:i - SEISMIC DESIGN, ASCE 7-16 Site Class= Seismic Design Category= Importance Factor (le)= Mapped Spectral Response acceleration @ short period (S5)= Site Coefficient (F,)= Maximum Considered Spectral Response acceleration, short period (SMsl= Design Spectral Response acceleration @ short period (S05)= Mapped Spectral acceleration @ 1-second period (S1)= Site Coefficient (F,)= Maximum Considered Spectral acceleration @ 1-second period (SM1)= Spectral acceleration @ 1-second period (S01)= Long Period Transition Period (TL)= Short Period Transition Period (T,)= Risk Category (I,)= Seismic Response Modification Factor (R)= D-Default D 1.00 0.995 1.2 1.194 0.796 0.362 1.94 0.702 0.468 8 0.59 II 1.25 CASSIA HEIGHTS NEW CARPORTS Linchpin Project No. 20-002 Engineer: RJR 10/14/2020 (ASCE Table 11.6-1} (ASCE Table 1.5-2) 'ram OSHPD website 'ram OSHPD website ASCE 11.4-1) ( ( ASCE 11.4-3) ( ( from OSHPD website ASCE Table 11.4-2) ASCE 11.4-2) ( ( ( ( ( ASCE 11.4-4) ASCE Fig. 22-14) ASCE 11.4.6) ASCE Table 1.5-2) ASCE Table 12.2-1) Equivalent Lateral Force Procedure: [ASCE Section 12.8.1 ] c,_ ma,= 3.327 c,_ m;,= 0.035 ~ 0.01 c, = 0.637 Story Height (h,) = 10.0 Building Period Coefficient (C,) = 0.020 Exponent (x) = 0. 75 Fundamental Period (T,) = 0.112 V= 0.637 W V= 0.446 W (ASCE 12.8.2.1) (ULTIMATE) (ASD) B of 10 PO BOX2651 Truckee, CA 96160 530.563.6341 info@linchpinse.com www.linchpinse.com LINCHPIN STRUCTURAL t·r\:C Htt~ CASSIA HEIGHTS NEW CARPORTS Linchpin Project No. 20-002 Engineer: RJR 10/14/2020 New 5 Module High Carport Design Unit Loads Metal Deck Metal Stud Purlrns Metal Stud Girders Misc. Total PVWeight System Total Live Load Roof Information Decking Span Cantilever Total Width Columns Size Grade Number Height Column Spacing (N/S) Column Spacing (E/W Trib. To Column Girder Con neclion Use #12 screws: Va11= Max reaction = Screws Required = weight (psf) 1 1.7 08 0.5 4.0 3.0 7.0 20 psf psf psf 7 ft 2 ft 18 ft 4x4x3/16 46 ksi 2 8.5 ft 14 ft 18 ft 162 ff 777 lbs/screw 1512 lbs 2 Screws Therefore use (2l #12 screws at each framioa connection Size Purlins and Girder for Dead + Live without PV as worst case Purlins Span= Tributary Width = Shear= Moment= 18 ft 7.00 ft 1512 lbs 81.6 in-k Size = 1200S200-68 Gr 50 Moment Allowable = I= 88.71 in-k 20.864 in4 deflection = 0.656 I/ 329 Girder Span= 14 ft Tributary Width= 7.00 ft Shear= 1512 lbs Moment = 127 .0 in-k Size = 1200S300-97 Gr 50 Moment Allowable = 17 4 57 in-k I= 37.616 in4 deflection = 0.27 4 I/ 613 9 of 10 PO BOX 2651 Truckee, CA 96160 530.563.6341 info@linchpinse.com www.linchpinse.com Lateral Loads Seismic Coefficient (Allowable) 0.446 Area (sq. ft) 162 X X Load (psf) 7.0 Force per column (lbs) 505 CASSIA HEIGHTS NEW CARPORTS Linchpin Project No. 20-002 Engineer: RJR 10/14/2020 Seismic governs lateral due to the small crossectional area of the canopies Check Column Moment Allowable Moment Footing Design Geotechnical Report : NA P= b= h= S= d estimate= S1= Check Dead + Live on Footing Dead+ Live= qall = Attg reqd = Aprov1ded = 4297 lb-ft 7843 lb-ft 55% Stressed Drift c, = Total Drift= Allowable Drift (2%) = Therefore 11se 4x4x3/16 505 lbs 2 ft 8.5 ft 150 psfift 5 ft 250 psf 5400 lbs 2000 psf 2. 7 ft' 3.14 ft' Nonconstrained d = 0.SA{l + [1 + (4.36h/A)]112) A= 2.34P /(S1b) A=1.18 d = 3.95 Check Uplift Tributary to single footing = Wind Uplift Pressure = Wind uplift = Dead Load to Column = Uplift Frictional Resistance= Effective Surface Area = Total Uplift Resistance= ft 0.99 in 1.25 1.24 in 2.04 in Constrained d=~ d estimate = 4. 5 S3 = 675 psf d = 3.68 ft 162 ft2 -12.26 psf -1986 lbs 1134 lbs 250 psf 22.0 ft2 6632 lbs > 1986 lbs Nonconstrained . therefore use 2 foot diameter by 5 foot deep drilled pier Constrained : therefore use 2 foot diameter by 4.5 foot deep drilled pier 10 of 10