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Home My WebLink About2820 LOKER AVE E; ; CBC2022-0185; PermitBuilding Permit Finaled (cityof Carlsbad Commercial Permit Print Date: 10/28/2024 Job Address: 2820 LOKER AVE E, CARLSBAD, CA 92010-6608 Permit No: Status: CBC2022-0185 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel #: 2090831500 Track#: Applied: 06/01/2022 Valuation: $4,128,299.92 Lot#: Issued: 11/16/2022 Occupancy Group: B/F-1/S-1 Project#: DEV2022-0135 Finaled Close Out: 10/28/2024 #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: 400 Code Edition: 2019 Sprinkled: Yes Project Title: ABSORPTION SYSTEMS Plan#: Construction Type:I11-B Orig. Plan Check#: Plan Check#: Final Inspection: 11/15/2023 INSPECTOR: Cheung, Nathaniel Kersch, Tim Salcedo, Felix Renfro, Chris Ontiveros, Linda de Roggenbuke, Dirk Alvarado, Tony Description: ABSORPTION SYSTEMS: COM-Tl (63,786 SF) PHASE II-SHELL TO OFFICE/WAREHOUSE MEZZANINE, LAB, EXTERIOR WORK, GENERATOR ENCLOSURE AND DOCK SCREENING Applicant: Property Owner: WARE MALCOMB ARCHITECTS NATHAN DEAN TECHBILT INCOME PROPERTIES INC PO BOX 80036 3911 SORRENTO VALLEY BLVD, # STE 120 SAN DIEGO, CA 92121-1456 (858) 638-7277 FEE BUILDING INSPECTION FEE BUILDING INSPECTION FEE BUILDING PLAN CHECK SAN DIEGO, CA 92138-0036 (619) 223-1663 BUILDING PLAN REVIEW-MINOR PROJECTS (LOE) BUI LDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL FIRE F Occupancies Tl FIRE Haz Mat Storage Chem Class 26-100 Chems PUBLIC FACILITIES FEES -inside CFO SB1473 -GREEN BUILDING STATE STANDARDS FEE SEWER CONNECTION FEE (General Capacity al l areas) STRONG M OTION -COMMERCIAL (SMIP) SWQMP INSPECTION (subsequent acre >than .5 acres) TRAFFIC IMPACT Commercial-Industrial w/in CFO Total Fees: $178,629.64 Total Payments To Date: Building Division $178,629.64 CoApplicant: THE WHITING TURNER CONTRACTING CO 3911 SORRENTO VALLEY BLVD, # STE 100 SAN DIEGO, CA 92121-1457 (858) 792-0600 Balance Due: AMOUNT $516.00 $516.00 $3,089.74 $194.00 $98.00 $16.00 $5,215.30 $691.00 $1,204.00 $75,135.06 $166.00 $22,693.62 $1,155.92 $1,083.00 $66,856.00 $0.00 Page 1 of 2 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov Building Permit Finaled Commercial Permit Print Date: 10/28/2024 Permit No: C cityof Carlsbad CBC2022-0185 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 Page 2 of 2 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov C cityof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Est. Value PC Deposit Date Job Address 2820 LOKER AVE. EAST CARLSBAD, CA. 92010 Tenant Name#: ABSORPTION SYSTEMS Suite: APN: 209 -083 -15 ----- Lot#: 24 & 25 Year Built: 2017 ----------- Year Built:._2_01_7 __ Occupancy: B/F-1Is-1 Construction Type:_11_1-B __ Fire sprinklers(:)YESO NO A/c:eYES0No BRIEF DESCRIPTION OF WORK: F'HASE 2: FULL-BUILDING, FIRST GENERATION TENANT IMPROVEMENT WITI<IN AN EXISTING COLO-SHELL WAREHOUSE BUILDING tW1TH MEZZANINE FOR OFFICE SPACE) IMPROVEMENT$ INCLUDE LAB & VIVARIUM SPACE, OFFICE AND AMENITY SPACES EXTERIOR MECHANICAL YARD. EXTERIOR GENERATOR ENCLOSURE AND DOCK SCREENING. D Addition/New: _____________ New SF and Use,, ___________ New SF and Use _______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ liJTenant Improvement: _____ SF, Existing Use: ________ Proposed Use: _______ _ _ 63_. _186 ____ SF, Existing Use: B1F-11s-, Proposed Use: _8_1F-_11_s-_, ____ _ D Other: ______ R-=-=E=-C~E.+-/\~/EP-+-'Ot------------ PRIMARY APPLICANT Name: NATHAN DEAN Address: 3911 SORRENTO VALLEY BLVD, #120 'fj•• 01 202Z ARLSBAD BUILDING DIVIS/Orv PROP£RTY OWNER Name: TECHBILT INCOME PROPERTIES, INC. Address: P.O. Box 80036 City: SAN DIEGO State: CA Zip:,_9_21_2_1 ___ City: SAN DIEGO State: __ c_A __ Zip: 92120 Phone: 858.638.7222 Phone: 619.223.1663 Email: NDEAN@WAREMALCOMB.COM Email: RAUL@TECHBILT.COM DESIGN PROFESSIONAL Name: NATHAN DEAN Address: 3911 SORRENTO VALLEY BLVD, #120 City: SAN DIEGO Phone: 858.638.7222 State:_c_A __ Zip: 921 21 Email: NDEAN@WAREMALCOMB.COM Architect State License: _c_3_31_8_5 _________ _ CONTRACTOR OF RECORD Business Name: WHITING-TURNER CONTRACTING COMPANY Address: 3911 SORRENTO VALLEY BLVD, #100 City: SAN DIEGO State: CA Zip:._9_2_,2_, _____ _ Phone: ssa.792.0600 Email: NICK.DEKOVIC@WHITING-TURNER.COM CSLB License#: 311107 Class:_A_&_B ______ _ Carlsbad Business License# (Required):_B_Lo_s_1_2_37_2_5o ____ _ APPLICANT CERT/FICA TION: 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. NAME (PRINT):N __ at_h_an_D_ea_n ______ _ ("\~ 5/23/2022 SIGN:-~---+'~"""-"---"'=-------------' DATE:------- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: 8uildlng@carlsbadca.gov REV. 04/22 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ 1 A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaf firm under penal tyof perjurythat I am I icensed underprovisions of Chapter 9 ( commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inf ul I force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): D 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. PolicyNo. _________________________________________ _ -OR- IBJ 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: lnsuranceCompany Name: TRAVELERS IDEMNITY COMPANY (THE) Policy No. VTC2KUB6P95227721 Expiration Date: --'0_8_/0_1_/2_0;_2_2 ___________ _ -OR- 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 become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage ls unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit Is issued (Sec. 3097 (i) Civil Code). Lender's Name: ______________________ Lender'sAddress: _____________________ _ CONTRACTOR CERT1F/CA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions ore clearly labeled on the site pion. Any potent/oily existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise thot the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of eoch building as stated is true and correct; oil easements and other encumbrances to development hove been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless oJ!J!'!dl!~gJ!,d. Nick Dekovic £~~$::-.:.-NAME (PRINT): Niick Dekovic SIGNATURE: =--~,,u~•= DATE; __ s1_23_12_2 ___ _ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following 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). -OR- 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). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form-is required for any permit issued to a property owner. 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./ understand that a copy of the applicable law, Section 7044of the Business and Professions Code, is available upon request when this application is submitted or at the following Website: http: I I www. legi nfo. ca.gov I cal aw. html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site pion. Any potentially existing detail within these plans inconsistent with the site pion ore not approved for construction and may be required to be altered or removed. The city's approval of the opplirotion is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roods/easements, and utilities. The existing and proposed use of each bullding as stated is true and correct; all easements and other encumbrances to development hove been occurotely shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed In accordance with all regulations In existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above Is an authorized agent for the property owner Include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLOG-Commercial Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 11/23/2022 11/23/2022 BLDG-11 197278-2022 Passed Tim Kersch Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 197279-2022 Passed Tim Kersch Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/01/2022 12/01/2022 BLDG-14 197762-2022 Frame/Steel/Bolting/We Partial Pass Tim Kersch Reinspection Incomplete lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Insulation Yes 12/07/2022 12/07/2022 BLDG-44 198185-2022 Partial Pass Tim Kersch Reinspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/13/2022 12/13/2022 BLDG-14 198669-2022 Partial Pass Tim Kersch Re inspection Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Insulation Yes 12/15/2022 12/15/2022 BLDG-84 Rough 198879-2022 Failed Tim Kersch Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 12/16/2022 12/16/2022 BLDG-24 Rough/Topout 199010-2022 Passed Tim Kersch Complete Monday, October 28, 2024 Page 1 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/20/2022 12/20/2022 BLDG-17 Interior 199237-2022 Partial Pass Tim Kersch Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/28/2022 12/28/2022 BLDG-34 Rough 199724-2022 Partial Pass Tim Kersch Re inspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/05/2023 01/05/2023 BLDG-44 200141-2023 Partial Pass Tim Kersch Reinspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/10/2023 01/10/2023 BLDG-14 200394-2023 Partial Pass Tim Kersch Re inspection Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Insulation Yes 01/13/2023 01/13/2023 BLDG-44 200699-2023 Partial Pass Tim Kersch Reinspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/24/2023 01/24/2023 BLDG-14 201510-2023 Partial Pass Tim Kersch Reinspection Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Insulation Yes BLDG-15 Roof/ReRoof 201323-2023 Partial Pass Tim Kersch Reinspect ion Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior 201509-2023 Partial Pass Tim Kersch Reinspect ion Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Monday, October 28, 2024 Page 2 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 02/08/2023 02/08/2023 BLDG-24 Rough/Topout 202641-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Seta Levanduski ETHAN 858-264-7738 02/07/2023 02/10/2023 02/10/2023 BLDG-34 Rough 202965-2023 Partial Pass Tim Kersch Reinspect ion Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 02/15/2023 02/15/2023 BLDG-24 Rough/Topout 203365-2023 Partial Pass Tim Kersch Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Seta Levanduski ETHAN 858-264-7738 02/07/2023 Angie Teanio 858-264-7738 Ethan 02/14/2023 02/22/2023 02/22/2023 BLDG-85 T-Bar, Ceiling 203935-2023 Partial Pass Tim Kersch Re inspection Incomplete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers NOTES Created By TEXT Created Date Angie Teanio 858-264-9567 Tom 02/21/2023 02/27/2023 02/27/2023 BLDG-24 Rough/Topout 204223-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Monday, October 28, 2024 Page 3 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E CARLSBAD, CA 92010-6608 IVR Number: 40990 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status NOTES Created By TEXT Created Date Seta Levanduski ETHAN 858-264-7738 02/07/2023 Angie Teanio 858-264-7738 Ethan 02/14/2023 Angie Teanio 858-264-7738 Ethan 02/24/2023 02/28/2023 02/28/2023 BLDG-16 Insulation 204291-2023 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/01/2023 03/01/2023 BLDG-24 Rough/Topout 204393-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Seta Levanduski ETHAN 858-264-7738 02/07/2023 Angie Teanio 858-264-7738 Ethan 02/14/2023 Angie Teanio 858-264-7738 Ethan 02/24/2023 Angie Teanio 858-264-7738 Ethan 02/28/2023 03/03/2023 03/03/2023 BLDG-24 Rough/Topout 204648-2023 Partial Pass Chris Renfro Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass rooftop out. See highlighted Yes sections on plans for areas. Inspected. NOTES Created By TEXT Created Date Seta Levanduski ETHAN 858-264-7738 02/07/2023 Angie Teanio 858-264-7738 Ethan 02/14/2023 Angie Teanio 858-264-7738 Ethan 02/24/2023 Angie Teanio 858-264-7738 Ethan 02/28/2023 Angie Teanio 858-264-7738 Ethan 03/02/2023 03/07/2023 03/07/2023 BLDG-24 Rough/Topout 204800-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass rooftop out. See highlighted Yes sections on plans for areas. Inspected. Monday, October 28, 2024 Page 4 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 IVR Number: 40990 Address: 2820 LOKER AVE E CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date 03/09/2023 03/09/2023 Status NOTES Created By TEXT Seta Levanduski ETHAN 858-264-7738 Angie Teanio 858-264-7738 Ethan Angie Teanio 858-264-7738 Ethan Angie Teanio 858-264-7738 Ethan Angie Teanio 858-264-7738 Ethan Angie Teanio 858-264-7738 Ethan BLDG-13 Shear 20511 2-2023 Partial Pass Tim Kersch Panels/HD (ok to wrap) Checklist Item COMMENTS BLDG-Building Deficiency NOTES Created By Angie Teanio TEXT 858-264-7738 Ethan // Shear Board 03/10/2023 03/10/2023 BLDG-24 Rough/Topout 205235-2023 Partial Pass Tim Kersch Checklist Item BLDG-Building Deficiency NOTES Created By Seta Levanduski Angie Teanio Angie Teanio Angie Teanio Angie Teanio Angie Teanio COMMENTS Partial pass rooftop out. See highlighted sections on plans for areas. Inspected. TEXT ETHAN 858-264-7738 858-264-7738 Ethan 858-264-7738 Ethan 858-264-7738 Ethan 858-264-7738 Ethan 858-264-7738 Ethan 03/14/2023 03/14/2023 BLDG-24 RoughfTopout 205397-2023 Partial Pass Tim Kersch Checklist Item BLDG-Building Deficiency Monday, October 28, 2024 COMMENTS Partial pass rooftop out. See highlighted sections on plans for areas. Inspected. Created Date 02/07/2023 02/14/2023 02/24/2023 02/28/2023 03/02/2023 03/06/2023 Reinspection Incomplete Passed Yes Created Date 03/08/2023 Reinspect ion Incomplete Passed Yes Created Date 02/07/2023 02/14/2023 02/24/2023 02/28/2023 03/02/2023 03/06/2023 Re inspection Incomplete Passed Yes Page 5 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 06/01/2022 Owner: TECH BIL T INCOME PROPERTIES INC Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 40990 Address: 2820 LOKER AVE E CARLSBAD, CA 92010-6608 IVR Number: Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector NOTES Created By Seta Levanduski Angie Teanio Angie Teanio Angie Teanio Angie Teanio Angie Teanio Angie Teanio Status TEXT ETHAN 858-264-7738 858-264-7738 Ethan 858-264-7738 Ethan 858-264-7738 Ethan 858-264-7738 Ethan 858-264-7738 Ethan 858-264-7738 Ethan 03/20/2023 03/20/2023 BLDG-84 Rough 205801-2023 Partial Pass Tim Kersch Combo(14,24,34,44) Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS 03/24/2023 03/24/2023 BLDG-14 206232-2023 Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Insulation TEXT Passed Tim Kersch BLDG-Building Deficiency NOTES Created By Angie Teanio Ethan 858-264-7738 Monday, October 28, 2024 BLDG-85 T-Bar, Ceiling 206091-2023 Grids, Overhead Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Partial Pass Tim Kersch Reinspection Inspection Created Date 02/07/2023 02/1 4/2023 02/24/2023 02/28/2023 03/02/2023 03/06/2023 03/13/2023 Reinspection Incomplete Passed No Yes Yes Yes Yes Passed Yes Created Date 03/23/2023 Complete Reinspection Incomplete Passed Yes Yes Yes Yes Yes Page 6 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 06/01/2022 Owner: TECH BIL T INCOME PROPERTIES INC Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Scheduled Date 04/04/2023 04/07/2023 Closed -Finaled Expiration Date: 04/16/2024 IVR Number: 40990 Address: 2820 LOKER AVE E CARLSBAD, CA 92010-6608 Actual Inspection Type Start Date Inspection No. Inspection Primary lnsp.ector NOTES Created By Angie Teanio Angie Teanio Status TEXT 858-264-9567 Tom Ethan 858-264-7738 04/04/2023 BLDG-14 206968-2023 Passed Tim Kersch Frame/Steel/Bolting/We lding (Decks) Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS TEXT Ethan 858-264-7738 04/07/2023 BLDG-85 T-Bar, Ceiling 207348-2023 Partial Pass Tony Alvarado Grids, Overhead Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS April 7, 2023: 1. T-bar grid seismic restraints, for above T bar, electrical plumbing, mechanical HVAC. Pending: 2. All Full height, demising-fire rated wails, requiring stenciling "Permanent Identification Labeling" ("fire rated wall no penetrations") labeling throughout (typical). a) Informed contractor superintendent representative Ethan. b) The rest of Construction tenant improvement, scope of work per plan - OK. April 7, 2023: 1. T-bar grid seismic restraints, for above T bar, electrical plumbing, mechanical HVAC. Pending: 2. Ail Full height, demising-fire rated walls, requiring stenciling "Permanent Identification Labeling" ("fire rated wail no penetrations") labeling throughout (typical). a) Informed contractor superintendent representative Ethan. b) The rest of Construction tenant improvement, scope of work per plan - OK. Reinspection Inspection Created Date 02/21/2023 03/22/2023 Passed Yes Created Date 04/03/2023 Complete Reinspection Incomplete Passed Yes Yes Yes Yes Yes Monday, October 28, 2024 Page 7 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status NOTES Created By TEXT Created Date Angie Teanio 858-264-9567 Tom 02/21/2023 Angie Teanio Ethan 858-264-7738 03/22/2023 Angie Teanio 858-264-7738 Ethan 04/06/2023 04/11/2023 04/11/2023 BLDG-34 Rough 207662-2023 Partial Pass Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 Angie Teanio 858-264-7738 Ethan 04/10/2023 04/25/2023 04/25/2023 BLDG-17 Interior 208958-2023 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 04/24/2023 05/31/2023 05/31/2023 BLDG-85 T-Bar, Ceiling 212556-2023 Passed Tim Kersch Complete Grids, Overhead Monday, October 28, 2024 Page 8 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Status: Scheduled Date 06/05/2023 06/06/2023 Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Closed -Finaled Expiration Date: 04/16/2024 IVR Number: 40990 Address: 2820 LOKER AVE E CARLSBAD, CA 92010-6608 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers NOTES Created By Angie Teanio Angie Teanio Angie Teanio Angie Teanio Status COMMENTS April 7, 2023: 1. T-bar grid seismic restraints, for above T bar, electrical plumbing, mechanical HVAC. Pending: 2. All Full height, demising-fire rated walls, requiring stenciling "Permanent Identification Labeling" ("fire rated wall no penetrations") labeling throughout (typical). a) Informed contractor superintendent representative Ethan. b) The rest of Construction tenant improvement, scope of work per plan - OK. April 7, 2023: 1. T-bar grid seismic restraints, for above T bar, electrical plumbing, mechanical HVAC. Pending: 2. All Full height, demising-fire rated walls, requiring stenciling "Permanent Identification Labeling" ("fire rated wall no penetrations") labeling throughout (typical). a) Informed contractor superintendent representative Ethan. b) The rest of Construction tenant improvement, scope of work per plan - OK. TEXT 858-264-9567 Tom Ethan 858-264-7738 858-264-7738 Ethan 858-264-7738 Ethan 06/05/2023 BLDG-33 Service Change/Upgrade 213183-2023 Passed Dirk de Roggenbuke Checklist Item COMMENTS BLDG-Building Deficiency SDGE electric room. Disconnect/ reconnect 06/06/2023 BLDG-18 Exterior Lath/Drywall 213229-2023 Passed Tim Kersch Checklist Item COMMENTS BLDG-Building Deficiency Passed Yes Yes Yes Yes Yes Created Date 02/21/2023 03/22/2023 04/06/2023 05/30/2023 Passed Yes Passed Yes Complete Complete Monday, October 28, 2024 Page 9 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 06/05/2023 06/08/2023 06/08/2023 BLDG-18 Exterior 213611-2023 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 06/07/2023 06/19/2023 06/19/2023 BLDG-85 T-Bar, Ceiling 214566-2023 Passed Tim Kersch Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 06/16/2023 06/29/2023 06/29/2023 BLDG-22 Sewer/Water 215873-2023 Partial Pass Tim Kersch Reinspection Incomplete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 06/28/2023 06/30/2023 06/30/2023 BLDG-22 Sewer/Water 216103-2023 Partial Pass Tim Kersch Re inspection Incomplete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 06/28/2023 Angie Teanio 858-264-7738 Ethan 06/29/2023 07/10/2023 07/10/2023 BLDG-84 Rough 216548-2023 Partial Pass Tim Kersch Reinspection Incomplete Combo(14,24,34,44) Monday, October 28, 2024 Page 10 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Application Date: 06/01/2022 Owner: TECH BIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 07/11/2023 07/11/2023 BLDG-22 Sewer/Water 216965-2023 Partial Pass Tim Kersch Reinspection Incomplete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 06/28/2023 Angie Teanio 858-264-7738 Ethan 06/29/2023 07/12/2023 07/12/2023 BLDG-22 Sewer/Water 217144-2023 Partial Pass Tim Kersch Reinspection Incomplete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/18/2023 07/18/2023 BLDG-22 Sewer/Water 217759-2023 Partial Pass Tim Kersch Reinspection Incomplete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio ethan 858-264-7738 07/17/2023 07/20/2023 07/20/2023 BLDG-23 218047-2023 Passed Tim Kersch Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/26/2023 07/26/2023 BLDG-34 Rough 218731-2023 Partial Pass Tim Kersch Re inspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 Angie Teanio 858-264-7738 Ethan 04/10/2023 Monday, October 28, 2024 Page 11 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Application Date: 06/01/2022 Owner: TECH BIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/28/2023 07/28/2023 BLDG-34 Rough 218953-2023 Partial Pass Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 Angie Teanio 858-264-7738 Ethan 04/10/2023 07/31/2023 07/31 /2023 BLDG-34 Rough 219063-2023 Partial Pass Tim Kersch Re inspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 Angie Teanio 858-264-7738 Ethan 04/10/2023 08/01/2023 08/01/2023 BLDG-34 Rough 219283-2023 Partial Pass Tim Kersch Re inspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 Angie Teanio 858-264-7738 Ethan 04/10/2023 08/03/2023 08/03/2023 BLDG-34 Rough 219491-2023 Partial Pass Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 Angie Teanio 858-264-7738 Ethan 04/10/2023 08/11/2023 08/11/2023 BLDG-21 220294-2023 Partial Pass Tim Kersch Reinspect ion Incomplete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-38 Signs 220295-2023 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Monday, October 28, 2024 Page 12 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Work Class: Tenant Improvement Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 Address: 2820 LOKER AVE E IVR Number: 40990 CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 08/16/2023 08/1 6/2023 BLDG-24 Rough/Topout 220724-2023 Partial Pass Tim Kersch Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass rooftop out. See highlighted Yes sections on plans for areas. Inspected. NOTES Created By TEXT Created Date Seta Levanduski ETHAN 858-264-7738 02/07/2023 Angie Teanio 858-264-7738 Ethan 02/14/2023 Angie Teanio 858-264-7738 Ethan 02/24/2023 Angie Teanio 858-264-7738 Ethan 02/28/2023 Angie Teanio 858-264-7738 Ethan 03/02/2023 Angie Teanio 858-264-7738 Ethan 03/06/2023 Angie Teanio 858-264-7738 Ethan 03/13/2023 08/23/2023 08/23/2023 BLDG-24 Rough/Topout 221632-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass rooftop out. See highlighted Yes sections on plans for areas. Inspected. NOTES Created By TEXT Created Date Seta Levanduski ETHAN 858-264-7738 02/07/2023 Angie Teanio 858-264-7738 Ethan 02/14/2023 Angie Teanio 858-264-7738 Ethan 02/24/2023 Angie Teanio 858-264-7738 Ethan 02/28/2023 Angie Teanio 858-264-7738 Ethan 03/02/2023 Angie Teanio 858-264-7738 Ethan 03/06/2023 Angie Teanio 858-264-7738 Ethan 03/13/2023 08/28/2023 08/28/2023 BLDG-34 Rough 222095-2023 Partial Pass Tim Kersch Reinspectlon Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 858-264-7738 Ethan 02/09/2023 Angie Teanio 858-264-7738 Ethan 04/10/2023 08/29/2023 08/29/2023 BLDG-34 Rough 222320-2023 Passed Tim Kersch Complete Electrical Monday, October 28, 2024 Page 13 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 IVR Number: 40990 Address: 2820 LOKER AVE E CARLSBAD, CA 92010-6608 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Date Start Date Status Checklist Item COMMENTS TEXT BLDG-Building Deficiency NOTES Created By Angie Teanio 858-264-7738 Ethan Angie Teanio 858-264-7738 Ethan 09/12/2023 09/12/2023 BLDG-84 Rough 223674-2023 Combo(14,24,34,44) Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS 10/19/2023 10/19/2023 BLDG-34 Rough 227635-2023 Electrical Checklist Item COMMENTS BLDG-Building Deficiency 11/15/2023 11/15/2023 BLDG-Final Inspection 230512-2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS 11/21/2023 11/21/2023 BLDG-71 Set Ups Checklist Item 231175-2023 COMMENTS BLDG-Building Deficiency 12/06/2023 12/06/2023 BLDG-LOE Final Checklist Item 185731-2022 COMMENTS Passed Passed Passed Cancelled Passed Tim Kersch Tim Kersch Tim Kersch Tim Kersch Linda Ontiveros BLDG-LOE Final PROJECT SUBJECT TO THE TDM ORDINANCE; DO NOT FINAL PERMIT PRI TO SITE INSPECTION AND TDM PLAN APPROVAL. 10/02/2024 10/02/2024 BLDG-SW-Inspection 262910-2024 Passed Tim Kersch Monday, October 28, 2024 Reinspection Inspection Passed Yes Created Date 02/09/2023 04/10/2023 Passed Yes Yes Yes Yes Yes Passed Yes Passed Yes Yes Yes Yes Yes Complete Complete Complete Reinspection Incomplete Passed No Complete Passed No Complete Page 14 of 15 PERMIT INSPECTION HISTORY for (CBC2022-0185) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 06/01/2022 Owner: TECHBIL T INCOME PROPERTIES INC Issue Date: 11/16/2022 Subdivision: PARCEL MAP NO 15692 Status: Closed -Finaled Expiration Date: 04/16/2024 IVR Number: 40990 Address: 2820 LOKER AVE E CARLSBAD, CA 92010-6608 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 10/17/2024 Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 10/17/2024 BLDG-Fire Final Checklist Item 264225-2024 COMMENTS FIRE-Building Final Monday, October 28, 2024 Status Passed Yes Yes Yes Yes Yes Yes Yes Passed Felix Salcedo Complete Passed Yes Page 15 of 15 C Cityof Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. P . UP ·t csc2022-0185 p . tAdd 2820 LOKER AVE. EAsr RFc1=1v,....0 roJec erm1 : ___________ roJec ress: _________________ ___,c __ .... ~ A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if ~~J ai 8~43uilder D. (If you checked as owner-builder you must also complete Section B of this agreement.) CIT nr C L Nathan A. Dean f3UtL[ '''Gr 08AD Name: (Please print,__________________________________ ;'\J (First) (M I ) (last) Mailing Address: 3911 Sorrento Valley Blvd, Suite 120, San Deigo, Ca 92121 Email· ndean@waremalcomb.com Phone: 858.500.4618 I am: □Property Owner □Property Owner's Agent of Record ilArchitect of Record □Engineer of Record S fc l.f . R . . N b C33185 E . . D 1/31/2023 tate o a I ornIa egIstratIon um e[:_____________ xpIratIon ate: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Digitally signed by Date·. 7/11/2022 Signature-I Nathan A. Dean ~ Da e:'2U2T.O . ------------ 14:28:38-0T00' B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder/ owner-builder. Contractor's Company Name: The Whiting-Turner Contracting Company Please check if you are Owner-Builder o Nicholas E Dekovic Name: (Please print) ___________________________________ _ (Forst) (M I ) (last) Mailing Address: 3911 Sorrento Valley Blvd., Suite 100, San Diego, CA 92121 Email: nick.dekovic@whiting-turner.com ______ Phone: 925-719-7359 State of California Contractor's License Number: 3111 o7 Expiration Date: _7_1_3_1_12_3 ____ _ • I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; • I will have in-place procedures for exercising control within our (the contractor's} organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • I will provide a final report I letter in compliance with CBC Section 1704.1.2 prior to requesting final inspection. o.-ar...--..NC6-0.- Signature· Nick Dekovi;;:::c,,E",;,;,;;.;.:..._....;.;'-:-...,-,..,,~~-,,,,co..,,:''--____________ Date: 7112122 o.. 112201121s1tn.orw 8-45 Page 1 of 1 Rev. 03/20 I ' .. WISEMAN +ROHY STRUCTURAL ENGINEERS SUPPLEMENTAL STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR ABSORPTION SYSTEMS PHASE 2 DELTA 4 2820 LOKER AVE. EAST CARLSBAD, CA 92010 MARCH ]TH, 2023 W+R Job #22-005 Suite 200 WRENGINEERS.COM San Diego, CA 92131 Nn BY __ _ DATE .. ~A. L l . / \. 2 (!J /7(/t:1 '\__; Wl$EMAN· .t ROHY -STRUOURAL ENGINEERS SHEET NO. ___ OF ___ _ JOB NO. l 2 -oo ~ ,, ,,. I 0 VE /f.. / 20 0 C.., IV 1·ff( 1181 #---,/✓6 fa ~AS.r€#'£4f/;; -::: 173/F/J-sredE/l. ~~-••• b, a< /3't INfj?E C. t CITY ... WISEMAN+ROHY STRUCTURAL ENGINEERS SUPPLEMENTAL STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR • ABSORPTION SYSTEMS PHASE 2 DELTA 3 2820 LOKER AVE. EAST CA_RLSBAD, CA 92010 DECEMBER 8th, 2022 W+R Job #22-005 Sulte200 WRENGINEERS.1 CBC2022-0185 2820 LOKER AVE E ABSORPTION SYSTEMS: COM-Tl (63,786 SF) PHASE II-SHELL TO OFFICE/WAREHOUSE MEZZANINE, LAB, EXTERIOR WORK, GENERATOR ENCLOSURE AND DOCK DEV2022-0135 2090831500 2/14/2023 CBC2022-0185 . :_ iWISEMAN + .jROHY • .. . . .\· .St:.R!Jq~~MJf!i!NE~,~ .... _ .. -· ,. . _ -· ........... !. ·.·.:;, ·:.~"M· .:·f:oATE-· .. ·:·:j_i/2; .. PROJECT._·_· .... A"""':·.~ ..... :5-· o~a--Fp ...... r ..... 10-·K\=· _·$, .... Y'--'s ...... ::r .... ·&l~">~··_ ... _Prl ·sHEETNO. : .: ••• OF .. _.,.; __ """"'-'""-="""""""""'"·· ........ --;-+=• .. ""'"·•=-"=-· .. =--.. ......,_..""'"""..___....._......._ .......... ....,.: ............. ~-------'-"""""'.........a""""""~=L=·'"'"-"JOI.NO,.:· .. i~~ 00 5 . -· .i ... .. : ·-.. .. ·~--· ·J i i . i -..... -: .. . -.. -.... --.... ~= , A s \ . 3. . !· ..... . ' ... . 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I .. ..... !' . ! ....... _, ..... _. -. _.,_._ ---·--····-·-·----·--·--·-· .. --,·-........ ,-----··--·· .............. ___ ....... --·-.. ---l ... . . . .... --···-·•-·""' : --·-----·-·· .. -··---··· ____ , . ., .... -----.. ·--.. -·-···· ............. ",.,_ I . '·-------·· ···-• -.... -··· ----------·--··-·· ... ······-··· ............................... ! ................... i .. ····i ... ! .. . .... i ! . .. ..... ·-·-... ............................... -......... _._ ........ _ ..... -·--·-·----;..---; ........... -·--•--·----,--' ...... _ .... _ .. ,. ___ ,._ .... •·· .-.. --·-· .. ; .. . ........ -I i ... ! ......... ·•· ··--·· . ' .......... j······ ... '. .. -r--· ·-· ·--...... ··-·-... -· ---· ... . ............ _._,. ... ·---·-· ....... ·····-·---·-............ . i WISEMAN+ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC/ ASCE 7-16) Verslon3.0 , Gf~lon Phase 2 l 12/912022 09:09:45 NCHORAGE PER ASCE 7-1613.3.1 Oo= 1.0 SosA-0.74 ..Ii,= ,.o z= 35 h= 35 Equipment Weight= Curb Weight= Total Weight., Top of Curb to COG" ft (equip ht) Curb Height = ft (roof ht) Total Ht to COG c Horizontal Component (LRFD) 1750 0 1750 51.33 0 51.33 lb lb lb (Wp) In In rn(HT) Fpx = 0.4 (~) (Ip)(SDs)(W,,) ( 1 + 2Ji) = F,,.M1N = 0.3 (Sos) (Ip) (Wp) = F,,. MAX= 1.6 (Sos) (Ip) (Wp) = 1.124 Wp 0.225 Wp 1.198 Wp Fpx"" Vertical Component (LRFD) Anchorage Calculations: Strength Level Forces: 1.124 WP = 0.150 WP = Critical Angle = 1966.1 lb 262.2 lb 0.1498 Wp 36 degrees Fpx * HT= 100921 lb-in MR= (0.9-Fpz) •WP• Lx = 32668 lb-In (at critical angle) MNe,= (MOT· MR) = 68253 lb-In (at critical angle) Tu= 1361 Vu= 492 NOTES: lb Tension/ Anchor (worst case anchor) lb Shear I Anchor (all equal) Length (long side)(@ anchors)= Width (short side)(@ anchors)= #Anchors on long side (10 max)= # Anchors on short side (8 max) = (not counting comers at short sides) Total Anchor Points = Anchor Layout ASD Level Forces: 0.788 WP = 0.105 Wp = 1376.3 lb 183.5 lb 42 31 2 0 4 Critical Angle = 36 degrees Mor Fp,c *HT= 70645 lb-in in In (42 In oc) (31 in oc) MR= (0.6-FpJ • Wp • lx "' 21561 lb-in (at critical angle) M,~ M,) • 49084 lb-lo {,t oritioal eogle) T O = 979 lb enslon I Anchor (worst case anchor) V so= 344 lb • hear I Anchor (all equal) -This spreadsheet checks all angles (O deg -90 deg) for each bolt arrangement Forces given are for the worst-case angle. -Angles are measured up from the horizontal line In the diagram above through the center of the unit (0 deg"' right, 90 deg= up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment is mounted on vibration Isolators with the clearance from equipment to frame> 0.25 inch use 2Fp (double Sds). -Lx Is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. Y:\Projects\22\22-005 AbsorptlonSystemsTl\2 • Calculatlons\2 -Spreadsheets\Mech Anchorage\Mech Anchorage -PHl D4 PH2 D3\2019 CBC -Mechanlcal Anchorage(EF-1.3) ••• :.WISEMAN.+: :ROHY .. STRUCTURAL.ENGINEERS. . . ........... .. ( :DATE. 11,h .PROJECT ••• :·Ae~gp·r-1~-. ~'/s·r0"Js rti'·:SHIET'NO ...•••• • or·_· __ • •••• •• • • ' • ..J.08 NO': . ?. '2. ~ 0.45. . i t····· "fA.~L.. .... 1 .......... , ... .. . ... ·• ·-·. ·-. ·--···-···-.. ··-:· . ~~·.-:~:-..-.:·:.· .. •• ......... A~~-;;:·~;:.-:~~ :~::·~: ·::. ii t ·i.,., \ .~~~;{•;.:~~:::·;~~}~-~-1·~~~~ ·.:::~ .. ~:~-;-·:·: .( .... ·=:::::::::·:::::~:T.~:.--.·:: ... ·: .. -----· .............. .. .. ·.c~~~in:..~................. =:~:!'_;'···''.;· ........ -1........... t'.'.I~, -.......... y...... . ..... -: ... . .......... .. ........ ·-·:·:::· .. ·.:::.·.:_ ... '. ...... ~.~pf::;--~ "' .. ,. ·"'.>6'.5~/.,;,_ ·.:; , ,.,,, _.. ........ l • ••••••••••• .... f···· I ' \ . L. . r·--. .. , ...... 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I. ......... , .. ···-·--------- 1··-- ......... -·-··•• ..... .. . .......... -·-····--···---------·-.. •···· WISEMAN-t-ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC/ 2019 CBC/ ASCE7-16) Version 3.0 rption i,e 2 / ___..-12/9/2022 09:09:45 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ap = 2.5 Equipment Weight= 700 lb Rp::; 6.0 Curb Weight= 0 lb Oo= 1.0 Total Weight= 700 lb (Wp) Sos= 0.749 I = p 1.0 Top of Curb to COG = 45.33333 in z= 35 ft (equip ht) Curb Height= 0 In h = 35 ft (roof ht) Total Ht to COG = 45,33333 in (HT) Horizontal Component (LRFD) Fpx = 0.4 (~) Uv)(Sos)(Wv) (1 + 2i) = FpxMIN = 0.3 (Sos} (Ip} (Wp} = F px MAX = 1.6 (Sos} (Ip) 01-/ p} = Vertical Component (LRFD) Anchorage Calculations: Strength Level Forces: 0.375 Wp = 0.150 WP = Critical Angle = 262.2 lb 104.9 lb 0.1498 WP 0 degrees 0.375 Wp 0.225 Wp 1.198 Wp MR= (0.9-FpJ •WP• L~ = 7352 lb-in (at critical angle) (Mor MR) = 4532 lb-in (at critical angle) B1 lb Tension/ Anchor (worst case anchor) 66 lb Shear/ Anchor (all equal) NOTES: Length (long side)(@ anchors)= Width (short side)(@ anchors)= # Anchors on long side {10 max) = # Anchors on short side (8 max) = {not counting corners at short sides) Total Anchor Points = Anchor Layout ASD Level Forces: 0.262 WP = 0.105 Wp = 183.5 lb 73.4 lb 40 28 2 0 4 Critical Angle = 0 degrees Mor Fpx *HT= 8319 lb-In In In (40 In oc) (28 In oc) ~Mor-MR~::: 3467 lb-In (atcritlcai angle) 62 lb Ten/ion / Anchor (worst case anchor) 46 lb year/ Anchor (ell equal) / L.c.•..,..J -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangement Forces given are for the worst-case angle. -Angles are measured up from the horizontal line In the diagram above through the center of the unit (0 deg = right, 90 deg = up}. -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment is mounted on vibration Isolators with the clearance from equipment to frame> 0.25 Inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. Y:\ProJects\22\22-005 AbsorptionSystemsTl\2 -Calculatlons\2 -Spreadsheets\Mech Anchorage\Mech Anchorage -PHl D4 PH2 D3\2019 CBC-Mechanical Anchorage(CU) WISEMAN+ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC/ ASCE 7-16) Version 3.0 EQUIPMENT ANCHORAGE PERASCE 7-1613.3.1 ap = 2.5 Equipment Weight = 215 lb Rp-= 6.0 Curb Weight= 0 lb Do= 1.0 Total Weight= 215 lb (Wp) Sos= 0.749 Ip= 1.0 Top of Curb to COG = 45.33333 In z= 35 ft (equip ht) CUrb Height = 0 In h= 35 ft (roof ht) Total Htto COG= 45.33333 In (HT) Horizontal Component (LRFD) Fpx= 0.4 (Z)(lp)(Sps)(w,,)(1+2~ = FpxMIN = 0.3 (Sos) (Ip) (Wp)= FpxW.X = 1.6 (Soo)(lp) (Wp) = 0.375 Wp Vertical Component {LRFD) 0.1498 WP Anchorage Calculations: Strength Level Forces: 0.375 Wp = 80.5 lb 0.150 WP = 32.2 lb 0.375 Wp 0.225 Wp 1.198 Wp Length (long side)(@ anchors)= Width (short side)(@ anchors)= # Anchors on long side (10 max) = # Anchors on short side (8 max) = (not counting comers at short sides) Total Anchor Points = ASD Level Forces: 0.262 WP = ~.105 WP = 56.4 lb 22.5 lb 24 13 2 0 4 Critical Angle = 0 degrees Critical Angle = 0 degrees Mor= Fpx*HT= 3650 lb-In Mor= Fpx *HT= 2555 lb-in 09:09:45 In In (24 In oc) (13 In oc) MR= (0.6-F9z) *WP• L. = 692 lb-in (at_critlcal angle) MNer (Mor -MR) = 2602 lb-in (at critical angle) MNer (Mor-MR) = 1863 lb-ln (at critical angle) T ASD ~ lb Tension/ Anchor (worst case anchor) V ASD t _/ lb Shear/ Anchor (all equal) Tu= 100 lb Tension / Anchor (worst case anchor) Vu= 20 lb Shear/ Anchor (all equal) -- NOTES: -This spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangement. Forces given are for the worst-case angle. -Angles are measured up from the horizontal line In the diagram above through the center of the unit (0 deg= right, 90 deg= up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment Is mounted on vibration isolators with the clearance from equipment to frame> 0.25 inch use 2Fp (double Sds). -Lx ts the distance to the farthest anchor measured perpendicularly from the angled line of rotation. V:\ProJects\22\22-005 AbsorptlonSystemsTl\2-Calculatlons\2 -Spreadsheets\Mech Anchorage\Mech Anchorage -PHl D4 PH2 D3\2019 CBC-Mechanical Anchorage(SSCU 1.06) ( .. ( i --···---··-·"'-···-·· ..... -•--· -----· ··+·· .. --,-· .. •WISEMAN+ iROHY .. $Ul:ll.Q'~MU"G,INJ~~- av ~· • ~ tt : :oATE. ,r.> /2 , ~ROJEa --=-"" .... &-:«....,: .. :P ... • · -l'P"""!'-'-'"""t,a..., ...... -_s=: -'-"'~=1...__..E,M, __ !)__ •• .SHEET No .. ..----oF _·· -'--- .......................... __ • ·""'l.:=--=--=-=--=··· -...,-=;...· .......... =-------------r------'-"'""" ................. ---~----· -•• JOB NO. : .·.22 ·....:·ro-s I . -r ................... :•-····--· ... i ---:----··· i--·-··· I,, .. _• I . l. l-ti ED \J.C..,. .) ; ·····1"•"•-·-· i .j ... i ....... . • 'j" .. . ~ .• -_ ... ' .. -...... •,:c.. ••.• .. ·····-;,;,;··;;;,·-··-····; ... _.·,'."-... ·.··-.··· \f ···-· •• •••• ' .... ~ .1.9 .. ,-~ "" ~.... .._, ... ~ • "! ....... ::-.3'.!\ 1"' ""· \... ...... ) I ...... r ......... r ····-1 ---•-• ···--··-·--·-··· .. I ..• ····••· i---·-··+ ... i --... -----· ............ . . I. !· ···--·l--! ! ! i i . ·····i-····· ! ., ---. ··------········--... J .. --.. -·--•·•---··-----···· . , ... ! ------........ ~ : -. . ........ f .. , .. ····-[ .• . I ~-". --· ·-·· .L ... 1 .. , WISEMAN+ROHY STRUCTURAL ENGINEERS EQUIPMENT SEISMIC ANCHORAGE (2018 IBC / 2019 CBC I ASCE 7-16) Version 3.0 PROJECT: Absorptlon Phase 2 LOCATION: SSCU 1.01 JOB NO: 22-005 12/912022 09:09:45 EQUIPMENT ANCHORAGE PER ASCE 7-1613.3.1 ap = 2.5 Equipment Weight= 440 lb Rp:: 6.0 Curb Weight= 0 lb Clo= 1.0 Total Weight= 440 lb (Wp) Sos= 0.749 Ip= 1.0 Top of Curb to COG = 28.66667 in z= 35 ft (equip ht) Curb Height = 0 ln h= 35 ft (roof ht) Total Ht to COG= 28.66667 In (HT) Horizontal Component (LRFD) Fpx == 0.4 (::) (/p)(SDs)(Wr,) ( 1 _+ zi) = Fpx= Fpx MIN= 0.3 (Sos) (Ip) 01/p) = F px MAX = 1.6 (Sos) (lp)(W p) = 0.375 WP 0.375 Wp 0.225 Wp 1.198 Wp Vertical Component (LRFD) 0.1498 Wp Anchorage Calculations: Strength Level Forces: Mor= 0.375 WP = 0.150 WP = Critical Angle = 164.8 lb 65.9 lb 0 degrees Fpx *HT= 4724 lb-in MR= (0.9-Fpz) .. WP• Lx = 5281 lb-in (at critical angle) NOTES: 0 lb-In (at critical angle) lb Tension/ Anchor (worst case anchor) lb Shear/ Anchor (all equal) Length (long side)(@ anchors) = Width (short side)(@ anchors)= # Anchors on long side ( 1 0 max) = # Anchors on short side (8 max) = (not counting comers at short sides) Total Anchor Points = ASD Level Forces: 0.262 Wp = 0.105 WP = 115.3 lb 46.1 lb 44 32 2 0 4 Critical Angle = 0 degrees Mor= F px • HT = 3307 lb-In in In (44 in oc) (32 In oc) MR= (0.6-Fp,),. Wp * L, = 3486 lb-In (at critical angle) 0 lb-in (at critical angle) =ylb nslon / Anchor (wont case anchor) = 29 lb ar / Anchor (all equal) .... -This spreadsheet checks all angles (0 deg -90 deg) tor each bolt arrangement Forces given are for the worst-case angle: -Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg= right, 90 deg:: up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equipment Is mounted on vibration isolators with the clearance from equipment to frame > 0.25 Inch use 2Fp (double Sds). -Lx is the distance to the farthest anchor measured perpendicularly from the angled llne of rotation. Y:\Projects\22\22-005 AbsorptlonSystemsTl\2-Calculatlons\2 -Spreadsheets\Mech Anchorage\Mech Anchorage -PHl D4 PH2 D3\2019 CBC -Mechanical Anchorage(SSCU 1.01 gov over Sscul.04) Job Name/Location: Tag#: Date: For: OCil File ~ Resubmit PO No.: l!;il Approval [iii] Other ___ _ Architect: GC: Engr: Mech: Rep: (Company) (Project Manager) ARNU243M2A4 Multi vi,,, High Static Ducted 21\,200 Btu/h lndoo1 Unit Performance: Total Cooling Capacity (Btu/h) Heating Capacity (Btu/h) Max Power lnput1 {W) L/M/H Power Input at Factory Default (W) 24,200 27,300 430 34/43/67 Rated capacity Is certified under AHRI Standard 1230. Ratings are subject to change without notice. current certified ratings are available at www.ahrldlrectory.org, Electrical: Power Supply (V/Hz/(/J) Rated Amps (A) 208-230/60/1 2.3 Piping: Refrigerant: Liquid Line (in, OD) Vapor Line {in, OD) Condensate: Condensate Pump Draln2 (In, ID) Gravity Drain Plugged (in, OD) Controls Features: •Auto changeover (Heat Recovery only) •Auto operation •Auto restart •Dual thermistor control •Wi-Fi compatible Optional Accessories: •Dual setpoint control •Multiple aux heater applications • Filter life display •External on/off control •Auto fan • Leak detection fill Wireless Remote Controller' -PQWRHQOFDB @J Premium Controller -PREMTAOOO !fill MultiSITE CRCl Controller -PREMTBVCO ~ MultiSITE CRC1+ Controller -PREMTBVCl ID] Simple Controller -PREMTCOOU ~ Wi-Fi Module -PWFMDD200 3/8 Flare 5/8 Flare 1 Plaln 1 (3/4 MPT) •Weekly schedule • Fan speed control •Group control •Hot start •Self diagnostics •Timer (on/off) •Child lock ~ Simple Dry Contact (1 contact, 24 VAC external power) -PDRYCBlOO Ifill Dry Contact for Economizer -PDRYCB400 [§) Dry Contact for Third Party Thermostat -PDRYCB320 Ifill Aux Heater Kit -PRARHl 1MJ Remote Temperature Button Sensor -ZRTBSOl ~ High Efficiency Filter Box -ZFBXM201A .LG Life's Good Entering Mixed Air: Cooling Max4 ("F WB) Heating Min ("F DB) Unit Data: Refrigerant Type Refrigerant Control Sound Power" dB(A) (H/M/L, @0.24 ESP) Filter Type MERV Filter Quantity 76 59 R410A EEV 54/53/53 Washable N/A 2 Filter Dlmensions6 (In) 9-11/16 x 23-15/16 x 3/16 Net Unit Weight (lbs) Shipping Weight (lbs) 82.9 Fan: Type 1 ( 95.5 ) Sirocco 2 Fan Quantity Motor/Drive Motor Quantity Brushless Digitally Controlled/Direct 1 Standard Mode Airflow Rate H/M/L (CFM) 640 / 520 / 435 Standard Mode External Static Pressure (ESP)7 (in wg) 0.20 High Mode Airflow Rate H/M/L (CFM) 673 / 512 / 425 High Mode External Static Pressure (ESP)7 (in wg) Airflow Range (CFM) Minimum ESP {in wg)8 Maximum ESP (in wg)" Notes: 1 Maximum power Input ls r.1ited at maxlmum setting value. 0.24 135 -1,431 0.16 0.71 2 Maximum lift Is 17 In from bottom of unit. Check wive not Included lfleld supplledl, 3 Requires an \.G wall controller because ducted urilts do not have lnfr-.rad recelvtr, 4 See Engineering Manoal fcrsen,lble and latent copaclties. 5 Sound Powtr level Is m .. sun,d uslna rated conditions, •/\d tuted tn a reverbereUon room J>C!r lSO 3741 :ibndards. 6 Actu.i filter silos may vary. l Atfoctory fan spud setting. 8 Maximum static proswro may rosult In reduced >lrf/ow ICFMj, 9 All Communlatlon coble betw"n Master outdoor units to Indoor units/ heat recovery units to be IS AWG, 2-<:<>nductor, twisted, stranded, shielded. Ensu,e the communication coblo shlold Is proporly 1ro.anded to the Mastor outdoor unit chassis only. Do notsrourKf tl\e outdoor unit to Indoor units/ hoat recovery units communlutlon cable at any other point. Wiring must comply with all appllable local and national codes. n Power wt ring c.ibla size ""'st comp Iv with the applicable local and nation•! code. 1t This unit comes wllti a dry ottro1en dlar..,. 12 All capacities are net with a comblnatlon n,tlo betwe.., 95-IOSlr,, n Must follow Installation lnstsudlons In 1he applkable LG lnst>llaijon monuat. <ffi· C US Forcontinu.ll prOOJct development, LG reserves the right to change specifications without noUce. LG fJectronks U.SA. Inc., Ef'81ewood ~11trs, ~J. All rights reserved. "LCi life's Good" Is a registered trademark of LG corp. /www.lghwc.com SB_Mull,V_Hlgl\Sioil<Ouoted,,}IRNU243M2M_2020_10_1~1o4516 Pai,, I of 2 Job N·ame/Location: ARNU243M2A4 Multi V''1 High Static Ducted 2·1,200 Blu/h Indoor Unit J ... If· -::_---.lmll·--_L ., □ If □ . □ ~ □ z s> -N w ... u, "' ...., "ll Gl t:'. ~ ~ I ~ ~ ;:l, 81 .0 I 'O !:, s· 5' i z a. .. ~-~-"!! . Q ~ ~ 'i .. a :, C' "' a a. .. :, n i :,: :, 0 :, ~ 5 :, 2. ~-G. 3 ,. :, g " :, ~- C!. g ~ ,. :,: 2. ,. [ 'O ' ' ' ' ' ' ' C!. 0 ::, .LG Life's Good ~: .... 1,::tr• .. ., l!..-...!! l lfi i :fl \: ': ~ ·,- co "' ~ ('\ 0 f [ i!!: i;l i ~ I ' ~ 't) 8. ii For continual product developm~nt, LG reserves the right to change specifications without notice. LG Electronlcs U.SA, lf\C,, Englewood Cliffs, NJ. AH rights rMcrvacl .,LG Life's Good111 Is a reg_lstered tndemaric of LG Corp. /www.l&hvac.com Tag#: Date: PO No.: '2 ::, rt' 5' ~ SB.../,4uluV.)11ohS1olk:OuC18cLARNU2◄3M2A4_2020_1tJ..12-..104515 P•&• 2 of 2 'f'RANIJ' .JOO 1'4amu: AOSOtPUOn .:,yswrn, 1 u I on ::,pm Pro1iored For: Unil Tug: IOT -lnooer auanli\y: 1 S~-F C-1.0 \ -- 6 -25 Ton Unitary Split Systems lndoor 'Re_fr}gerant lllformation 2022/05117 20:31 :49 95:00F 67.57 F 66.64F 121.~4MBh 17.00. F. 15.09F 68.56 MBh . 7(6_6 MBh. ; '. 1~.0QA· iifo'i.. o.sooin H20 0.665 in fi20 748rpm U33bhp ' .... 168 PerFoot 338ft/mln 56.64 F ••• 93.55MBh 28.38 MBh 117,76 MBh 89.37 MBh ·:Q_.0·9,;:::·.-:.: . · .. ·:o.oo•f.. :· ,.-,-. : .· -·~ . i J Page 1 of 5 TRJWIT SUPPLY OPEN CONTROL WIRING CONTROL BOX ACCESS PAN El DRAIN CONNECTION FOR HORIZONTAL (SEE NOTE 2,3,5) 22 7/lf' I 13/16"1 rt= S4 1n6• 36 716" LL 1 2022/05117 20:31 :49 JOO rcomo: I\USorpuoo ::,y5,1ero • 1 u I on :,p.it Pmpared For: Unit Tag: 10T • Indoor Quantity: 1 25112" 241/16" NOTES: 1 PANEL DEPTH 112" (TYPAll PANELS). 2. REMOVA81.E DRAIN PAN AND ATTACHED DRAIN CONNECTION MAY BE IIISTAI.LED ON ENO OF UNIT IN EITHER THE VERTICAL OR HORIZONTALCONFIGUR/ITION, PlASTIC DRAtl PIIN ACCESS PLATE ON THE END OF UNIT OPPOSITE DRAIN CONNECTION MUST BE REMOVED TO SLIDE DRAIN PAN OUT Of UNIT FOR CLEANING.ACCESS PLATE MUST BE RE-INSTALLED AFTER SLIDING DRAIN PAN BACK INTO UNIT. 3. IF PERIODIC DRAIN PAN CLEANING IS REOUIREO,ALLOWROOM FOR PARTIAL REMOVAL OF DRAIN PAN CONNECTION AT END OF UNIT. 4. t• FEMALE SCH ED. 40 PVC PIPE ORA.ti CONNECflON VERTICAL CONFIGURATION. 5. 1" FEMALE SCH ED. 40 PVC PIPE DRAIN CONNECTION HORIZONTAL CONFIGURATION. 16' SIDE RETURN 16 7/&" BOTTOM RETURN 111 1,wj 2314" -----50" 11!16" I 23/4"-l i-----56" ----"'1 3 112" vi 1/6- COPPER LIQUID LINE FIELD CONNECTION COPPER SUCTION ltlE FIELD CONNECTION 161W 10 11116' 19" 13 TO" I l 1 20" ! 20 11116" 10 314" 16 I/◄" 13 3/◄" I ! 1 15/16j SIJE f (◄) -HOLE FOR HORIZONTAL SUSPENSION RETURN SUPPLY VERTICAL - RETURN HORIZONTAL/ RETURN VERTICAL 10 TON AIR HANDLER (DUALCIRCUID DIMENSIONAL DR/1\MNG Pogo 2 015 15/0" 3 ll/8" ENOTES 2,3.4 (4) KNOCKOUT FOR UORIZONTAL SUSPENSK>N SUPPLY HORIZONTAL - RETURN VERTICAL/ RETURN MORIZONT/\L \j \\J {\tz_\ ~-·-1 lf' J.r~ tLx SSFC 1.04 I ""N5 IN6 FCU 2.09 I -N3 fN4 ~1 SSFC 1.01 I IN2 Envelope Only Solution W+R SK-1 NM Absorption Systems Ph 2 Dec 9, 2022 at 9:24 AM 22-005 Mech Support Vivarium Plan.ad -·· ... ---. ··-------- -"··~ ELx 1000S200-68 I "'NS 1N6 4-i3 800S162-54 IN4 "%1 1000S200-68 I IN2 Envelope Only Solution W+R SK-2 NM Absorption Systems Ph 2 Dec 9, 2022 at 9:24 AM 22-005 Mech Support Vivarium Plan.r2d --------·-----•---·------·--·-·----------------- ~ -201blft-~lllJlllililllllN6 -20Jbl~~N4 -20lb/ft llillililllll.ll.lllillllill N2 Loads: BLC 1, DL W+R SK-3 NM Absorption Systems Ph 2 Dec 9, 2022 at 9:25 AM 22-005 Mech Support Vivarium Plan.r2d ··-·-··--···--·-··· __ .......... _ -··-·----------·---------------- t:1.x -601bllt pmmru.uumurmrnmllillllllilllJl~ 'N6 -illl1W ~ -601b~N2 1 •N4 Loads: BLC 2, LL W+R SK-4 NM Absorption Systems Ph 2 Dec 9, 2022 at 9:25 AM 22-005 Mech Support Vrvarlum Plan.r2d ---------------·-·· -------·-····· -• -·-· .. ------------------------- Eix I -861b l I "'N5 1N6 -100Ib l I ""N3 1N4 -216lb I ~1 ' I iN2 Loads: BLC 3, MECH W+R SK-5 NM Absorption Systems F.'h 2 Dec 9, 2022 at 9:25 AM 22-005 Mech Support Vivarium Plan.r2d Beam: SSFC 1.04 Shape: 1000S200-68 Material: A653 SS Gr50/1 Length: 20 ft I Joint: N5 J Joint: N6 A------------lb LC 1: DL+LL (24"oc) Code Check: 0.733 (bending) Report Based On 100 Sections fa ------------ksi 18.965 at 9.899 ft fc ksi ft ksi -18.965 at 9.899 ft AISI S100-16: ASD Code Check 843 at Oft -843 at 20 ft M k-ft -4.425 at 9.899 ft -0.841 at 10.101 ft Max Bending Check 0.733 Max Shear Check 0.252 Max Defl Ratio U285 Location 10.101 ft Location 20 ft Equation F3.1-1 Gov.0 Equation F2/F3 Location 10.101 ft Span 1 R (16.2.1) Not Used Out Plane In Plane Fy 50 ksi Lb 20ft 20 ft A eff. (Fy) 0.562 in"2 Pn/o 1132.881 lb KUr 362.599 65.727 A eff. (Fn) 1.05 in"2 Tn/o 31437.126 lb lyeff. 0.46 ln"4 Mn/o 6.041 k-ft L Comp Flange Oft Syeff. (L) 1.078 ln"3 Vn/Q 3344.713 lb Sy eff. (R) 0.292 in"3 Cb 1.154 lzeff. 12.991 in"4 Sz eff. (T) 2.421 ln"3 Sz eff. (B) 2.803 ln"3 Beam: FCU 2.09 Shape: 800S162-54 Material: A653 SS Gr50/1 Length: 17 ft I Joint: N3 J Joint: N4 LC 1: DL+LL (24"oc) Code Check: 0.374 (bending) Report Based On 100 Sections fa-----------ksi 9.559 at 8.414 ft fc ksi ft ksi -9.559 at 8.414 ft A/SI S100-16: ASD Code Check A-----------lb 220 at Oft V ~ lb ~ -220 at 17 ft M k-ft -1.143 at 8.414 ft -0.363 at 8.414 ft Max Bending Check 0.374 Max Shear Check 0.105 Max Detl Ratio U562 Location 8.586 ft Location 17 ft Location 8.414ft Equation F3.1-1 Span 1 Gov.0 Equation F2/F3 R (16.2.1} Not Used Out Plane In Plane Fy 50 ksl Lb 17 ft 17 ft A eff. (Fy) 0.356 in"2 Pn/n 664.696 lb KUr 378.138 69.697 A eff. (Fn) 0.67 ln"2 Tn/n 20059.88 lb lyeff. 0.194 JnA4 Mn/n 3.067 k-ft L Comp Flange Oft Sy eff. (L) 0.558 inA3 Vn/n 2090.842 lb Sy eff. (R) 0,152 jnA3 Cb 1.199 lz eff. 5.296 jnA4 Sz eff. (T} 1.229 ln"3 Sz eff. (8) 1.434 fnl\3 Beam: SSFC 1.01 Shape: 1000S200-68 Material: A653 SS Gr33 Length: 7 ft I Joint: N1 J Joint: N2 LC 1: DL+LL (24"oc) Code Check: 0.204 (bending) Report Based On 100 Sections fa ------------ksl 3.703 at 3.465 ft fc ksl ft ksl -3.703 at 3.465 ft A/SI S100-16: ASD Code Check A ------------lb 388 at oft ~ V C=====:J lb -388 at 7 ft M k-ft -0.864 at 3.465 ft D~ln -0.019 at 3.465 ft Max Bending Check 0.204 Max Shear Check 0.116 Max Deft Ratio U4468 Location 3.535ft Location 7 ft Location 3.535ft Equation F3.1-1 Span 1 Gov.0 Equation F2/F3 R (16.2.1) Not Used Out Plane In Plane Fy 33 ksi Lb 7 ft 7 ft A eff. (Fy) Q.625 inA2 Pn/n 6220.847 lb KL/r 126.91 23.004 A eff. (Fn) 0.729 inA2 Tn/n 20748.503 lb lyeff .. 0.46jnA4 Mn/o 4.293 k-ft L Comp Flange Oft Sy eff. (L) 1.078 1nA3 Vn/n 3344.713 lb Syeff. (R) 0.292 lnA3 Cb 1.21 lz eff. 13.524 in"4 Sz eff. (T) 2,607 inAJ Sz eff. (B) 2.81 in"3 ..... ( \ . :WISEMAN +.;ROHY • ..... ' .~lR~c;TY.~UN.§1NEH$ ... ··sv -~·.,: ·!oATE. 1?. Is ••••••• SHEETNO; ___ • ·oF· _· __ _ rev ......... , ..... ,. ........... ,. ... _j ··!· , ..... ,. . f 12.(>(V\. : .. ·~~~-~J....~td:~.: ····1········· I •• •• r·· t· • ·---· ..... :.(.\?OC ••••• ~~···- . j ...... ,. ···1----··· ·····-'I" e,~~(£ : j . . ... :.~. • .. ;. '• -~· .. ···· ... --·r·· .. . T. ·- .JOUN() .. i-z·:::..6c~ I • •. ·1 ··-·-•··· i .... ! .!. .. / ! •-•• •-• •-•. ,,. __ .. . ... t •-••-• --• ,_ .. ,,,_ ... _ ..... ! ·:: ~.:~·~·r i~~~i:~.t. :.;;::~r~~~:~=~1~a~~:~~~:\r-; .~.~:~~1--· :: :.i··: :; .. • .... ... .... ...... ;....... i ...... i ............... . ••• 1 •·: i .......... l. ..... . .! . . .. ~ .. r· ·: I ....... I. I I . i ..... .!. l ..... .. ) ......... . .j. ~----·-· ······-·--1··--· . ··-•·•. ------·-··· ..... • .. ,._., ________ ·--... ·• . ......... ·-·······•····· f , .. ___ .. ... -J:·. I .... ·+ ·····}·· ----~-------~-~---~-·--_··_-_-_-_-_-_-_-_-_-_~. I . J. ··-; .. ·-·" • I • ! i ' . ..~ ..... . .... ·--·-; ···--- "i J. ; .... : : i ···l-... ··· .-. ·1 ·· ,.. · ... 1 -1-. i ....... ·······1· ............. · ... t ....... ,... r --.. ·-····-··t---.................................. · ... ·-r· :··• ···········+· •..• ······+ ••• . ; .j. ! i ..... ~ .... ... 1 ••'•••••••rn-•• .. -·· ... ·-t-·-··-·- j . ~.::.t:· ' I .·r .. i I ... ·--' .... ·-··· ........ _ ...... . -----+--··············-··-· .. . ··:·~·t ~----· ............... ,_ ...... . I i ··i···"· ... 1. ... .. j ' l .......................... ,_ ...................... --... 1 .... :.. ....... [ ...i. .. I ..... l. ... ... : .,_, __ , _, ... ~~::~ .. :~ ·-· -~-.i. ···--·· • 1 .. -··---· ............ ·--·--· I -t---··-· ... .. i I .... ·-· -........... . ! -· •.. i ......... .l .. I = ii S ;, •-----------------------HIIII PROFIS Engineering 3,0.81 WWW.hati..eom ~ -.: PhonalFax:- Deslgn; F8Slanlng point Spociftefa commonls: 1 Jnputdata Metaldeeic Metal dcclttypo: Anchor lnslallatioo: Anchor typo and dla-..-: l!emnumt>ar. -... •-depth: Malarial: Eviwallon SetYlea- luucd I Valid: Wl&enmn + Rol,y SM/duraJ EnglneOl'I Page: 9915 Mira Mosa SIYd 8(e 200, 13"1 Diego, CA 92131 Spedllor. (8S8) '536-61 II& I E-Moll: W.elaldod<•oct31, 2IJ2Z !la: 41/21'/Deek W1 In lhe lowerfiuta of ccn~lod metal decl< Kwlk Bolt"TZ2 •CS 112 (11/2)h._1 22'10254 KB-122 1/2x3 314 h....,_ c 1.600 In .. ~ = 2.000 In. ca,l,c,nSleel ESR-42S6 1:l/17/202111211/2023 1 Nclant.'.<Whortar 10/31/2022 E!ffli ■I ii I (t DI Prcol: lleslin Method ACI 318-14 I Moch In <Ona.., over molal dock lnstalallon --Pro!l'.e: Bue matmial: lnstalJallon: Goomouy l)n.J & Laad~ (lb. In.lb] c:rad<ed ccna-ole, i!OOD. r.; • 3,000 pol; h • 3.000 In. hammer drillKI ~ tm.Uatfon condJtion: D,y ' (9 _..Gtli_f'Ullb.llUINdadadb'~•---.~-b~ PRORl~(c.)10Cl-202:t .. N1,,,RA4MSct.aHlllll•----T..........,_d._AG,,W.,.., --------~ i = i I S ·iiO _____________________ _ HIit! PROAS Engineering 3.0.81 W'ill'W.hlttl.com ~ Address: Pbonolf'a>c: Doalgn: Faslenlr1l point 1.10oolgnroowla -..,+ RohySINconl EnglllMl'S 9915 Mn Mesa SIYd Ste 200. 6aJl Diego, CA 92131 (858) !136-61661 Metal ded< • oct 31, 2ll22 Page: Speciler. E-Ma;j: DalB: ene ~ Fo,-Obl/MomentllnJbJ Combination 1 N • 100:V11:•100;V1 •0; M,,•O:M,•O:M,,•O; 2 Load case/Resulting anc;hor forc;es AndlorlUdlons[ll>J Tension Ina: (+T..-.. -cam-on) AAalt1t Tenslonfon,e Shearfor<e Slleerl'l>teex Sllear-1' 100 100 100 max.""""""".,,,,.,._.... · l",J max.caietol8----[psi] nisu111ng tanslon llln:e In (xly)-(0.000/0,000~ 0 !Jb] mui,ng ~fnra, In li</Y)'(D.OOMl.000~ 0 [!)] 3 Tension load LoadN..(lb] C.padly ♦ N, [II>) SIMS1rong111' NIA ..._.SVWngttl" 100 Concno, BINJcout Fallunl"° NIA • hlghestlceded anchor .._ group (enchoro ln18nslon) 3.1l'ulloutSlrenglll N~ 1,651 (f.'./3000)" 1.000 .. 0.500 _.._ 1.000 lrlp.a:dllaM1--na1bll~lcir---lillllta ........... ftiir....,. PAORl~(■)ZIID-ZIIZ2ta!M. ........ ~*IH,.,....,_~••Al1..._. 1'¥A 1,073 NIA 0.550 2 NalonMoWhollw 10131/2022 SolsmJc Max. Ul!l.-,!!:J no io- U-n P•" N..,+ N,, Stalus NIA NIA 10 OK NIA NIA ♦ ~ ~ 1,073 100 2 --------· ..... __________ ----···--•··· ----·------·-. •=liS-u HUii PROF!$ Engineerlng-3-.0-.8_1 __________________ _ WWWJIUll&ocn Company: Address: Phone I Fox: DOlign: Falrilgpcint Wloeman + Rohy StNClural Enii>eers Pago: 9915 Mlra Mesa Blvd Ste 200, San Diogo, CA92131 Spocl(,er. (858) 538-S166 I E-Maik Metal deck-Oct 31, 2022 Oola: 4Shearload l..oll.d v. llbl Capacity♦ v.[U>J S..olStronsith• 100 1,154 steell'ailure('Mlhleverannr NIA NIA Pryout ,._-NIA Con<IO!O ~ foil.l"' In dlrtcllon -NIA •hlghostlOadodatdlor -.nci,«group(191ovan!llllcl1cl$) 4.1 St"' Strangtb v_,__111>1 1,791 0.650 ♦ V.,.__Obl 1,1"4 5 Combln•d tension and shear loads P,. 0.093 Jws:P!,+15,;,<=1 6Wamfngs ,., o.oas 513- v~ 100 IJ1lilzallon~ 4 NIA NIA -OK U1UIDl!on II,• v..,+ v. 9 NIA NIA NIA 3 Nolan Mc:Whcrter 1ar.11121l22 Sta11Js OK NIA NIA NIA • The llllcl\ardftlg:n methcclaln PROFISEnglneerlng require rlgidandlor~wourrenln,g,4"11orm (AS 52111:2021, ETAC 001/AnMxC, EOTA TR029 et<.). Thlsmeam,load rHSl!iblJ1!onon t119and!otc CIUU> --ofiho __ .,. not--iho onct,ar plola Is asaumed ID be oufflclerrtJy sliff. In order net ID be de.'amod whenaul,jocad 101he deolgtl loadlng. PROFIS En;in-1og c:,olcu- lhe mlniaun required ondlor plate 1hldulen with CBFEM lo flml Ole lln>s5 o1Uleanellor pls1a -oniho ..umpllonoo,q,lalntd above. The proof~1herislld enchor plceaaeumptloo 1' Yalld Is notc.arrfed outbyPAOFIS~ q,<Jldatuod-mustbe-ror agrecnentwlh lho tO<i>llng oondltlons end for p1au$1b1111yf • Co!d!lonAappies who<e lho po!ontlal ooncrer,, fallune ...-.,.. c:ro&Hd by ,upplo,-gy nolnlor<:emantpnll)Oll!aned lo Ce lhe potonllal ""1<fflefailuoe prilmlnl01ho llro<turalrneml>er. Concffllon 11---~-lo nctpn,,lded, orwhan,p<dcut or pryoutlltrengCh ;...,,,._ • • Rt!ertolho rnarMaC!uret'& producl llte<aw"'for"-'lng an<1'i,.,ta11at1an-.:t1ans. • Foraddilonal lnforma!lon aboutACI 318 ~lh dealgn prowdcr,a, p(ooM go ID htlprJ-.us.hlli.axnlPROF1SAncborOesiGuld81 • Hi~~ aodl<n shal ba ..... nod In-"'"' Iha Hlll Monufactur .... Printed l/lstllllalion -(IWPn~ -ACI 318-1~. $edlon 17.8.1. Fastening meets the design criteria! ~--.... l!Nl.b.o.dradt:ir~..,-~~---~ ~~(c)20Q:3.2022:._AG,FWi&e&Sc,wan..-lJ•...-,.:l~flHliAG..~ -----·· i = I I S -I • ----------------------Hllti PROFIS Engineering 3.0.81 www.hlltl.eom C....-,y: M<nso: Phanoll'lu:: Design: FUIOn!ng point 7 lnatallatlon data Pro!'le:- Holedlamolerlnl!W-:---.. ~~- W1soman + RahySlrucunl-Engl...,. W15 Mltll Mesa EIIVd Sit 200, sen Diego. CA ffl31 (858) 536-61861 ---Oct31,2!122 llrili'1g method: Hammer drtled Cloaning: Ma!Nlll doaning of lhodrillod hole ao:onling ID ln&INdlonsfwllSO is r,,q<nd. Pago, ~ 6,1,W; 4 NolanMcWhorler Dal8: 10/31/2022 Ancllor\ypeanddin-,K'a,1<BotTZ2-CS112(1112) hncm1 Item nunbor. 2210264 Kll-'IZ2 112X3 314 _....__602n.J> Holed-In lhll-matorfal: 0.500 In. .-depth In.,__ .-.lal:2.250in. --ollho-.-ial:2.5001n. HW K8-T22 oiud oncllorwith 2 In-~ 112 (1112) mom1, Carbon steel, lnsta-per ESR-4200 7.1 ___ _ M_ini •&.lablellomyHammor • Pn,perty-drll bit Caordf,_. Anchor In. Anchor X ~ 0.000 0.000 ~~ a-..!!!. •Manualbio,f-outpomp ... :,,,. e.:r. ~---~...,.,.~..,_....., ..... ..._....._w.,,~ PROFIS~(eJ2DOWmZKll~FWMll.,_tedlla ....... T--.-rlHIIM..,_, Selling • TOf<1ueoonln)IJedconlesslmpacttool •TD!qu.wrendl • Hanmer __ ,.,_ ... --------------------------------------------- •=iiS-0 HIit! PROFIS Englneertng_3_.0_.8_1 ___________________ _ www.hlll1.com ~ .AddNN: Pllonal Fac: Oell;n: Fallanirvpoint -· RohySrruelunlEngi_,. 11915 Mn 1'1.-Blw ste200.Son Diego, CAll2131 ~)!3U1as1 ---Oc131,2DZ2 8 Remarks; Your Cooperation Duties Pogo; Spodtlor. E-Md: Dato: 5 --10131/lOZZ • /Vr/-d-ond<lolaCC11tamod In the-coneem lOlll!ylle UMolHIIII productaanelan,l>IMdon lho pr1nCiploo, ,. __ NCUrlyraguladonsln-....-Hilh--Ol>d~.~and-,,t,fy-•lc..thetmustbe~ ccmi:t".od 1n1, t,ylho us«. PJ figino ccnlalMd -In are -iv-, and """9fore _..,..,.,_.,.ID be condudad priorm ialng lhe,._.Hlllprodua. The-,Jlool.,._....todoutby.,_.otll>o---~onlle-youputln. ~. you bearlhe l0lo mponolblRlyfDrtno ebeence ot emn, the c:omplelllnma ond the --.,. ot !he da!a ID be put In by you. -..,youbNr,cg~forhNngll>o.....:llollheOO:cullllon-andclaarldby111-,.~-_.,lo a:mpl!anc."'111 IIIJl)liule nonns and ponnb, prlllrto ~ 1-foryouupeci(cfal::mty. n..-.-oni, u en cf ID lrDtlntnorms '"1d pennils-1111)'9.,.,.._ • lo tho oboente al omn. the.,.,_ Ind tho rellrVance o/the ,_ orsullab~fDr• ~ appilcal!on. • Yoo lllllSl talca II nacusiryand -stops ID -o, lmll cllmaG• -by Iha ScltwaN. In pallamr, you nat -tart,e regular b&dG4) d programs and da1a Ind, II' appac:,bla. earry out INl UpdMN at.,_ sottware on.rad: t,v f-111 on• l"IIQUtat bUls.. l'you do not l»a lho AlnoUpdlle lundion o/ lhe -you ...i onolft that you are using lho a,rro,,t and ""11 up-«><fata vwaion o/ the _.. In Udl .... /ffcanylngCUI-UJ)dllaSYI& the HIii W-. ~Wiil ncl bellabllfotccmequencas, aldl .. lll retr,wyoflosto,dlmagecl da1o orprogrwn,.~l,om•~-o/dutyb)',ou. .... .ca .... ____ ._..._ .. __.., .................. ~ Pfa=IIEn_,.....(c)ZICIS,Z':DHaNl.f\AM.._.tCll■•----TJlliltMtt.,tWAII.-... ·-· ----·--··--·-·- -· .... ESR-4266 I Most Widely Accepted and Trusted Lower flute installation . . hn,ln,d,:ck k. • • ·· • : -~ ... -. . . • #,.. • ~# -r---.w,---,.. Max. 3" ~ € -.... ;, Min. 4-1/2" Min. l" Min. 12" typ. Page 12 of 15 Min. 20-gauge steel deck FIGURE 5A-KB-TZ2 IN THE SOFFIT OF CONCRETE FILLED PROFILE STEEL DECK ASSEMBLIES -W DECK Lower flute installation ' t.' .;.,.,;,:..,-.. hmhulec.k .... •.. , . , "" • ~> • ... . ,.. l ~ -~....,,,,---.. • < Max 3" ' , • • -'i Min. 3-7/8" :j I ,. Min. l" Min. 12" typ. Upper flute installation 1-----,,--,-----,-, -+-,.-,+----1 ..• ·••.•;-. .· . ; • ,-~,~ .El~ . ::g "1 Min. 20-gauge steel deck FIGURE 5B-KB·TZ2 IN THE SOFFIT OF CONCRETE FILLED PROFILE STEEL DECK ASSEMBLIES -W DECK Lower flute installation t•Min. 6" ~P-• .• ,._...,_ 1· .. J,. J::ltl,-,... -.·t/:., .• ..,. . ~ Upper flute installation __j_ ..,.. •, FIGURE 5C-KB-TZ2 IN THE SOFFIT OF CONCRETE FILLED PROFILE STEEL DECK ASSEMBLIES -B DECK ESR-4266 I Most Widely Accepted and Trusted Page 11 of 15 TABLE 8--HILTI KB-TZ2 CARBON STEEL ANCHORS TENSION AND SHEAR DESIGN DATA FOR INSTALLATION IN THE SOFFIT OF 3000 PSI, LIGHTWEIGHT CONCRETE-FILLED PROFILE STEEL DECK ASSEMBLIES1A 3 D,ialgn parameter Symbof Unlti Ario!M)r Diameter 1/4 318 1/2 5/8 3/4 Effective min, embedment 1 ti., In. 1-1/2 1-1/2 2 2-1/2 1-112 2 2-1/2 3-1/4 2-3/4 4 3-1/4 3-314 Minimum hole depth ho In, 2 2 2-3/4 3-114 2-1/4 2-3/4 3-1/4 4-1/4 3-3/4 4-314 4-1/4 4-3/4 l,oads According to Figure SA Minimum concrete hmin.-In. 2-1/2 2-1/2 2-1/2 2-1/2 2-1/2 3-1/4 thickness over un=r flute • Pullout strength, uncracked concrete•·• NM-lb 1,725 1,855 2,625 2,995 1,85~ 2,750 3,745 4,715 4,415 5,815 3,600 4,795 Pullout strength, cracked concrete •·• Np,-.., lb 515 1,625 2,295 2,405 \_1,651?.., 2,135 3,275 3,340 3,930 4,395 3,325 3,730 PL4lul strength, selsmlc'·7 Np,,._ lb 616 1,625 2,295 2,405 1,650 2,135 3,275 3,340 3,930 4,396 3,325 3,730 Staal strength in shear• v..,.,,, lb 1,630 1,355 2,120 2,120 1,790 2,260 3,285 4,235 3,815 4,650 4,085 7,865 Steel strength In shear, •0 lsmlc7 v ... -.. lb 1,630 1,355 2,12D 2,120 1,790 2,260 3,285 4,235 3,816 4,650 4,086 7,865 : . Loads ~Ing to Flgu~ 5B Minimum concrete fl,..,,dt<k In. 2-1/2 2-1/2 2-112 2-112 2-1/2 3-1/4 thickness over unn<>r flute • PIAloul strenglh, uncracked concretes.• NMld<.unct lb 1,726 1,856 2,625 2,995 1,856 2,750 3.745 4,715 4,415 5,815 3.800 4,795 P!Mout strength, ~racked concrete M Np,,,_ lb 616 1,625 2,295 2,405 1,650 2,135 3,275 3,340 3,930 4,395 3,325 3,730 Pt6>ut streng1h, -ismlc57 Np.de<t.t11 lb 616 1,625 2,295 2,406 1,650 2,135 3,275 3,340 3,930 4,395 3,325 3,730 Steel strength In shear 8 v ........ lb 1,630 1,355 2,620 2,120 1,780 2,260 3,285 4,235 3,815 4,650 4,085 7,865 Steel strength In shear, <=lsmlo7 v ... ~ lb 1,630 1,355 2,12D 2,120 1,790 2,260 3,285 4,235 3,816 4,650 4,085 7,865 Loads According to Figure 5C Minimum concrete hn,zn,11eck in. 2-114 2-114 NIA 2-1/4 NIA 3-114 3-114 NIA NIA NIA thickness over un=r flute• Pullout strength, ur1eracked concrete•·• Np.nd{,c.,or lb 1,380 990 2,485 N/A 1,815 1,900 NIA 2,665 2,960 NIA N/A NIA Pullout strength, cracked concrete •·• Np.-.,, lb 410 670 2,130 N/A 1,480 1,480 NIA 1,680 2,635 NIA N/A N/A Pullout strength, seismlc5•7 Np.doct.lRI lb 410 670 2,130 N/A 1,480 1,480 NIA 1,890 2,635 NIA NIA NIA Steel strength In shear• v .. ..,.. lb 1,125 2,370 2,505 NIA 2,680 3,175 NIA 3,455 4,085 NIA NIA NIA Steel strength In shear, selsmlc7 v..,.ot.,q lb 1,125 2,370 2,505 NIA 2,680 3,175 NIA 3,465 4,085 NIA NIA NIA 1 lnstalietlons must comply with Section 4,1.9 and Section 4.3 and Figure 5A, Figure 5B end Flg11re 6C of this report. . 2 Toe values for ¢1,,N In tension can be found In Table 4 of Ihle report. The values for ;..,vln shear can be round In Table 6 of this report, 3 Evaluation of concrete breakout capacity In aocordance with ACI 318-14 17.4.2, 17.5.2 and 17.5.3 or ACI 318-11 D.6.2, D.6.2, end D.6.3, as applicable, Is not required for anchors Installed In the deck sofflt. 4 Minimum concrete thlcl<nesa n1fere to concrete thickness above upper flute. See Figures 5A lo 5C. 5 Characteristic pullOut resistance for conccete compressive strengths greeter than 3,000 psi (20,7 MPs) may be Increased by multiplying the value in the table by (f'c/ 3000r for psi or (f 'cl 20.7)0 for MPa. • Toe values listed must be used in accordance with Section 4.1.4 of this report. 'Toe values listed must be used In accordance with Sections 4,1.4 and 4.1,8 of this report. 8 Toe values listed must bo used In accorclance with Section 4.1.5 of this report. . ( ..... ~--•·•··· ···!. 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' • ···• ···-· -i -.... ·--i-..... ----~-...... -.. -. j ____ --···--;.. . ··•--. l .... ~ ---~-t _j ____ ... ,.N--•·-·· ___ ,;._., _______ ---·-· I . 1' I I' 1· ' ; i I I J I 1 I I ( i I i i ' I : : : . ··•··--i----·----~----··-·· l ··-··--···I· ... 1 ..... ; . -------1---t----+--·····-·-·l------·-··••f----·-··i.---·J_ ______ L.,_ I : : ' I • i ! I i ; : l I i ! I : I I ' I ! I . ; i i i I ! I I : ; ! •• r ..... : . ···-T·· -r--·-··1----··:---···-···-T·· I ,·--·---1 L. ........... L ... _ ... l---·-j ··-·--··J, ........ _ !__ __ ... _J . -.-...! I l ' I I ; ! I I ' I I • I i i j ' I . ; i I • I I • I ! 181S4.1 Alatfo Su arts i ! 1 ' ___ . _ __l __ 11 , ii . {N12 : ' I I ' I L-·--·-·-·-·····j-I '····-· .. ··11· __ ... I { I ' , I I I I ' ; : I I i I I : 2x4 Si i ht , --·--J ....... ~--i -· ·--···-· __ J_ ......... 11 .. .I I 7 I NB l I I i ; , i ·· -· 1L···-1--~-/ j I i I i : -1 ! ' • I , 1 i I 1 • , : 4-:ls 1 4x4 S!<'f1ight ! IN .... 6. __ . i· .. ·····-+-1 ' j I l I I I I : I I • • ; ' ! ; I ; I I I I ' ! . : . i i I I I i··-··········~---· t····-··-.. ··:··--·-;··--· ·t--·-·t--·····-· ··---· I 1 I -·-~-··-1 ! :-·--·· '.-- •x• Eb o hi _J _ I i --~ --~---~-···' . -~ 9 , i , : N10 I 1' • I • : : ! I I : I I I l ; ' I I • : ' I --• -1 r---1 -t -1 . I I ·-···' · --t---.1.-- • I I I ' I ! I I I •·--.. _. · t ····-----i---·· -· ···· • ··• •• I ·-··•-·-· ·--i,,., _____ • 1 - .. ·-·· .. J ____ L.... I ..... J_ I I I i SK-1 Absorption systems Ph2 Dec 9, 2022 at 9:16 AM Roof Supports Ph2 (w. OF lf2. & STD).r2d lix f·-······ I Cl =-7--,-----: -·r ··-· , : 1 • ----"T"--.--i -1-1-J ___ ! _ ! I· -t-·t . I . I I -I···· I • ; .. . t : ! I ••••••• 1' •••• • ••• • I I I 1 ..... .,. ...... -1... ; 1 I r-t--1--, ' ' ., _, ' ' I ' I i ! ' ,-' '' ·(-.. --1 ' ,, ' I I I I I -L~ ! i· --+~~-1-:--_ J_I • , ---l I -··y······· •••••• 1 · ' ' '' : I i I ! I 1 --1········---··+ I f 11 i ' 4X4 : I I I I I 1_._L .. j I I IN12-··-•-···-- ·-··········--·t----r--L---I 7 .• I ~ i I N8 ·-·'1···--7·· ' I t---------L , I ~ :1 I I I •••••• l--' I I I ••••••• I 5 ! 4X4 ; I I • I : ' ' ' I I [ '. i ' IN6 I ·"-· [ ,··--·--,--·-t-··-·-L·-! I I -.I ---11---•••• I I I : ' ···-+--I ! : I ! ; -i-""' I '"' i , i ! 4j(4 j I I --:i--+-• c..,_______J ! I -t--t--·· I 11 ! I I ····-I ; i ____ l _ ,-·-····-···+--+i---j!--;· l I I I . I I ·-·· ···•·I•-·-·---I ! I I ; I ! ..........._.....,..' ... i ... I I • I I I ! I ! m I . I I I ! .• i.. I I I i I -I -y···' I -, 7 I ! l 1 I ·--+----·l-··--+- 1 I I I I I I : ! i : l L ·--.l.--+-----t---t--.----,- -~-I ~ .. ,. I ' t .. j. ! LU ····-···+-i··· I I 1 ·-1 1 I 1 1 I -·· I I ; 9 ! , ! : I -"T IN10 I i ,, I : I I I ' I I ,---r r --r : -l --I --r . t·i_J~-r-_J-. -r-1 I : : : : : • 1 SK-2 NM Absorption systems Ph2 Dec 9, 2022 at 9:16 AM 22-005 Roof Supports Ph2 (w. DF #2 & STD}.r2d fu_x NM 22-005 I I I 7 ! 1 ; l I • ! I : I i I --,-___ j__ I I +-i I I I ; :-----····+· ----+------1---: l I 1 : i : i i •• ~ i ! 1 : ! ·------····-·--1 ; 1 i : • ! ! : : I I I I ! : ' ! ,- r--·-·--1 --···-T····-····!-··--·--··-··-··-··;········1' ............ '._. I: ! I I ! : · 1 I . • I • ~ ! ; I I j' ! -· --r----· a !· ·· 1 · --·! · ·I· · .... --·-·-·I·----_ 1 l i • ! i l I ! i ,· -·······--·+-----· ··--··-····· -·--· ' I i-l·-1-J-H l •1 1 1 ._; __ 1 . £)F STO I I J ! ; "iN~, 11 I I I I N12 ···-·---i I 1· ! j • --J.----···I·· ·····--·r1 ----' , i ! i ---j--T . ; . I I ' i I : I ; DF kro I I I I I I -·t-· jf'l7 I I + NS I •••••• : 1 j I ' · 1 I -----• '. • ' r --+--1-------r--! I • i , ! i "¼-i1 1 5 I □+□ I! IN6 --1-+--I -i ! I I I I I • ' ! .. ---·---I i : I ! : I I • : ·t · · -·· · · ··1-···· ·-·-·;----+·--····· ! . ·--: : I I . : I I I • ·----i I I I ; . I I I I --, I : l DF,#2 : i i I • : i ! I I ,-----y----i- 1 I i I I I ! : l .. I ' ! i i ! ' ~ ~ .. ~ ____l L-_ j_______ : I • I -; ! I: 1---·-·r·---· -------1-· -. .. . .. . . ---·-i' --··-·-' : : I · 1----· -f····-· --I I ! I i i , • ···-··--I I l . I I I I I • 1 -I ' I I · I r-· -··--·····-·-·-·-_L _____ .l._: .. --i : -.. i ·---·_J I I j__ SK -3 Absorption systems Ph2 Dec 9, 2022 at 9: 16 AM Roof Supports Ph2 (w. OF #2 & STD).r2d -------------------------------------·· ·-···---··· --•-·•·-·· ·----· ·--·--··---·-------------------------- h.x :--! -.... i .. --i -----1----~---1--+---• , ,---------•--... L . : • I ' 1 I ' I , -...... 1 -----1-----! : i , ! ., . --j ! I I 1 ! I ,: I --L---1 ; ! • ' · • ~-••-•·•+-• I I ' i ' i ' : i I ------, • I : I ! , __ ' I ' ' ' ' I I -------~---' ' i r ·-:"--T--l · +---+-!---' ----, i ! ; ! ' i . -l. .. ; t' ! ; i I r I I ---i -----J._ ___ _ ~8 i l. --. . . J-'--------··t ·~~--+-1----' I ! ! i --- ; ... ~lbr . • _,. b , , I ' ~---· .. -+-·--· -• i .i ·--·····7 · ---·1·----· ,1-··-1---+ ' -1 ! h-4:: j 'jN11 i : j j . i__ ' I -- i ! ~ I 1N12 , i : ! I ' I -201b i--·--t-··· --· ------1--+---+-·-· I ·-----I i I ' I i ! ' l :--+-, I : ! i N8 -··----,,,1---t-_J~----·-I ! I 1 1---.... __ , ____ ·J·-, i i , , _ .. __ .. -n· ! , , ------~-. . , I • • , I .- ; I -401 _ I ! ----·-r-· ---,[-------1--+--1---1___ i ! I I I , I ··--·· t --t---1-; 'iJ5 , t : I , 1 I , ••••• ,. : · i l :Ne 1 ,-----! Ii __ I , ! ! ~ '-~ , • 1 : I I 1 • --' .L 1 : -30lblc'mJ-11111·,~+· ---t ·· l -!-.. -t --! llil I tij' I i I I J·™.k~nniJnnnmnTT~1 , 1 --.. I I i 9 . ~J,.W,,,W,J,~ 1 ' I I ...... .. ;:•i=~--1· 1! : ~ ! ,• i i I ~N10 ··-----------+ • i :---j . . -+-----I _L I • I ; 1 [ i I I • ---··(·· ·---t---J.____ ( .. -.. ·-·+---i ! 1 I I j t ______ .1. -----_j~_-.. -~~-~~J-_--1-___ r I 1 1 1 1 1 1 1 1 1 Loads: BLC 1, DL SK-4 NM Absorption systems Ph2 Dec 9, 2022 at 9:17 AM 22-005 Roof Supports Ph2 (w. DF #2 & STD).r2d ELx -' --~------~-~ -· .. L_ I I ' • • ·+·•··-•·•·-·'· i! I I ' I ! •-••-••• -• --l-• _ _L. ,1 j . . I ; 1· I I ·-' I • ---,------,--1 I I ! • ,..... I I . . .......... j > i i i ' I i I ' I : l,····· .... ··j·-··---t-··· ···,~··········{.. .. I I i I • -~ ....... \. ! ; ! . ; ,· ! i ! : .... 1 ..... I . i. .... I I l . I I I ••••••• ·--~···· j I ' : • • • • -·-i-···· .... ·-· 1-··-·' ··--·•-·-1-··-I I I • i ' i ' ' I ' • I ' ----••• -' I ' • j ···-··· ; ... ··-· !··-··-. 1 1 : i , -, , 1 1 '. ·-•• ~. ; i • :·· · · --. . .. ·1·· -········, 1 i LI , , , . . . . . ' ' ' • I ' ' I I ! ' . i -------' ' i ' ! ---..l-·-·····r: -. I J . I ' i -; ·--J-••• I ; I I ' ----I i I ' I : : I I • I I I I ! : I j 11 I ' • ... ..;. ; I I I I 1N12 ; I > I I '-·-·-1 ! I I I I I i i -40!bn(_ -r· -1 .. t -----1---; . i I j ,-··-·-1·-' ~vmwnunimm~mnu -· . j!.. ..... j I i -,-···t··--··-··t ··--i- : ! · I · !N8 , +---·--'---+---+-I j I j i I ' ! , -80! ' ' ' -~ I I --,-1 • ! ' ........ ·· I 1 1 --·---···t'···· ··-···1 I 1' I l i • -t--····:·-, . ·1· -I I ' i • ~__L_~• _J_ I I I I . . --f-----l.·-! "'.'NO . -I I I I I I ---,·-·· i N6 : ,---1---' 1 1 1 ! 1 , ___ _;__ ___ i i ; i ! ' • i ' i __ J_ ___ f : ! -60lbM~ ----,------'--' I I ' I ' • I .----~~~~;,-~~ 1---, ! ---L _; ; i , 9 ~ , ! I , , ·-----'- I ' ; i . . I i I I I i i -· ; i j ! ! i 1' 1 ~ft"o·-·r--r--1······-..l----+··-·-i i : r --, ... . , I . , . ' I -•· •• --· • ; i ; ....... I .. ·-··-·· --r······· . ! ........ ·····-t-7 ,• i rl, -·-·-1-, : , I , ···---+--_J I -, ' ' ' I I • ' ---·· • --' ' i ' ,------, --·· ----i-----f--1 ! I I • -----;---+------1 ; ! I I ·-··.) --:-·-· -I I ! : I ; : : ! I ! I l • ' ! ,....... ' . ' ' -' ' ! --·---'-··· .. ·-· .. l __ . _ ___:_ l 1' I : ; • ·--·· -· · ... .. I ' ! . I I ! i ; . I Loads: BLC 2, RLL SK-5 NM Absorption systems Ph2 Dec 9, 2022 at 9:17 AM 22-005 Roof Supports Ph2 (w. OF 1r2. & STD).r2d "T ELx l i ; • : .. __ 1=:1=:t:i ---i-( -i· ···t i i I f T ~---'-_ : , ; i -! -·----r-··•··-····L .•..... -•-, I , I 1 ! 1 1 '-------~ ----· -!. ·-· ... J .. .!. : : ; i I ; -+--: • ' ' .. , ......... ·· t·· . . . i I I I ' . : _: ____ 1 : T-r--;-+-r 1 : • --·--- . . ! , I I ---1----+ I I I i : i • ~3~~br·r-! --+· __ I -53db : i : I 7 ----· ·1··-·· ·-··--ri ---i-----~··---L 1 l i i ,--·· -··-;··1-··~----+ . , ; ; , i I ' --, ' : y i I i i ! : I I --··-+··· ' I i I : I 1N11 : I '. ! y 1' I I I I -; ---···: •• i j j i ! _N12 ·I ; • ! , • ' i --.. L -l-i ! ' --, I ! ••• --\- i ' ' ' , • I 1' ' I I i I : I I ' f-.j7 1 , I I _ _L_ , I ' I I i I ! ! jN8 ! ~----I -I i I ' ,_ -·. . . .. I I I . I ' -·--t·· •• L • ' j ; · 1 r--·-··l--·r~-··· ··-···-··--·-1 l·-·----1lf--+· _ 1· i "!Ns : : I i ; I ·,--·-·--·1···-+-__.__ I ! I I ,N6 ···-·1········ ··---·--r------!---L-t I i ! ' I I I I . • ---i.--· • ,_ .... , , , 1 • , I , 1----r--l-' --1--! --·-:····: --:-: _J __ ' ' i I I l ••• l •• J • I · I I · I • • • ; ; I ; i ' I ! • l···-·-..._ _ _J__. 4Jg ! i . I ! I I i ···+··-~ ' ' , ' ' J I : ' ' : ! ; ! i · i ; IN10-···--...! • •• • -+ j ~ ! i , [ ---i ! -+-+--i -+ -: -_', ··--1 1 .L _:_ -I~ -~ --! -•• i ; ---··-· ··:····-· ----j-·· ___ J... . '. -· . I ! I I i i i -r--.L, • ··-. ·-t- i ! ! l i l -·-1--··-··11········-·' j i ii I I ; I , I ; • I --·· -__,__ i l ' ' ' ' ' ' ' ••• ' ' ---'-·--·-· '--···-··l-. ! ' i I I I ,· I +···-----·.l.·- ·-····-' --_I I ! • ·----~-.L. , I ' I 1 --I I t : --~-L ,._.___i_ Loads: BLC 3, EL SK-6 NM Absorption systems Ph2 Dec 9, 2022 at 9:17 AM 22-005 Roof Supports Ph2 (w. DF #2 & STD).r2d la.x ~ .. -· --···t···· ·-·-~ I ·-+----···J.-··· i ! I i +···· ! I I . I I . l ; I ; I I ' • • : i i I I i i I • ; i I l • ·-·t-·-··-··-·r··-· • +-··· · ·l· · ··-···· ·~·· -··-· l i l ! ·····!·-···--~ ! : ····:-• •• •• ···~ --! ; I l I ! I ' I i ; ! • I ' I ··!-. . -). . ..• +·· ·--+-· .. --t·--.... ~ ... ··-+· . '. -~--·-j---·· -+· ··-+··--··-!-··· . ! i ! I I I I I I I ; : ; . . I , , 1 , -·•·. ..,. . .. : .. L--L-·--·-1--· -~·-· .. J ..... -1' I -····L-.... L_ I I • • • I I ' I I ' I • 1 , i i i ! '1 i 1 ·1' I : i I 1 : '1 l I : . I ' 1 j • I . 1 • • I I 1---···-t·······-· I·· ···-·+··-•-•i••·-··-_J __ + ...... ··-······•·· , , -· ······-··.---+----'. : l i i I i I I . i i ,· ,, i ; I : I : I I i j • iJ11 : i : I IN12 -1···-·······f---1---+----I-----T,1 ·~·-i '. I I '· ; I I ! I I Qj' t-·----1--·-·1-··--· -··-·· · · · ·1····-·-i-~ • '. -• ' . I I I ~.-~ • ~7 : : i N8 :---+ I -· !--++I ! !-1751 • .. ·····-j I .. ;.......... ! . -. ---! ! --·~ I --· ·j . ! • ·~ I I I I i I ' ; i ; • I ' . I I I···---~ ; ·-••--l-----+·--· I I -· I +-•I• 1 5 ! ,N6 : , I ! ! • 1 t i ! i i I i ; i j : ; l I ! . I.-····-+··... I· ·-··-'---1,--·· <···-··-·:---··-·-'-·-. i I ··--I ••• 1 ·--··-··~-1 I 9011..1 l 901 ' • I . ' ; I ' i l I : -D ; ! l -I I I ' I i I : ! i • I I I I ! I : • l i l : : I • i I I • , ' -······--L··--'-····l---'---+·-····· ••• : I 9 : ; : i , ! N10 ~· ,: • ' I ' . ! ! I ' I : I ! I • l j i ; I i i I I ! ! i (. ···-···-~ .. ., ·-......... -·-· ., ··········i--··-·c ...... ..I.-··-+------··· --·--r·--·'-····· -•l-•--..---•4" I : I I i ,· I I I I I I 1· I ' I . I • I ' I . ! I ; I i ~·-·-....... L ······---'.·-·-•--l• ··--·!·_:-···· •·· -· •• ·--r··----'--l---+--rr·· i I I I '. ! • , , -r I ; I : · I 1 l I '. I • i ···--L. .. ___ J··-·-··-· L ...... 1-. ___ ...... -·•·.L-... J_._.1..-_.___ I ••• I I . I i --··L i i 1· -··-··· • -·· •• r . --~i. ! Loads: BLC 4, IHU SK-7 NM Absorption systems Ph2 Dec 9, 2022 at 9:18 AM 22-005 Roof Supports Ph2 (w. OF #2 & STD).r2d Beam: 4x4 (E) skylight Shape: 4X4 Material: DF#2 Length: 8 ft I Joint: N9 J Joint N10 Envelope Code Check: 0.919 (LC 3) Report Based On 10 Sections A------------lb 1.536 at 4.283 ft f(y) ksl -1.536 at 4.283 ft fa ------------ksl AWC NDS~18: ASD Code Check 461 .91 at Oft Vy~~lb -461.91 at 8 ft M lb-ft -914.636 at 4.04 ft o-, ,---, ,-, '-,, In -0.534 at 3.556 ft Max Bending Check 0.919 (LC ~x Shear Check 0.251 Location 4.04 ft Location 8 ft (LC 3) Max Defl Ratio U177 Location 3.96 ft Equation 3.9•3 CD 1.25 RB 5.237 Cr 1 Cfu 1 Fe' Ft' Fb' Fv' E' lksn 0.588 1.078 1.688 0.225 1600 Cm 1 1 1 1 1 Ct 1 1 1 1 1 CL 1 CP 0.303 CF 1.15 1.5 1.5 Span 1 Out Lb 8 ft le/d 27.429 Sway No Le-Bending Top Le-Bending Bot 8 ft 8 ft In 8 ft 27.429 No \ Beam: 4x4 Skylfght Shape: 4X4 Material: DF STD Length: 4 ft I Joint: N5 J Joint: N6 Envelope Code Check: 0.710 (LC 1) Report Based On 10 Sections A 0.45 at 2.222 ft f(y) -0.45 at 2.222 ft fa lb ksl ksl AWC NDSN18: ASD Code Check 153.455 at Oft Vy I ~ I lb -153.455 at 4 ft M lb-ft -268.104 at 2.222 ft D ' ' ' " ' ' ' In -0.039 at 2.222 ft Max Bending Check 0.710 (LC 11,jax Shear Check 0.086 (LC 1) Location 2.02 ft Location 4 ft Max Defl Ratio U1206 Location 2.02 ft Equ~on 19~ CD 0.9 RB 3.703 Cr 1 Cfu 1 Fe' Ft' Fb' Fv' E' (ksi) 1.066 0.338 0.518 0.162 1400 Cm 1 1 1 1 1 CL 1 CP 0.846 Ct CF 1 1 1 1 1 1 1 1 Span 1 Lb le/d Sway Out 4ft 13.714 No Le-Bending Top 4 ft Le-Bending Bot 4 ft In 4 ft 13.714 No Beam: 2x4 Skylight Shape: 2X4 Material: OF STD Length: 4 ft I Joint: N7 J Joint: NB Envelope Code Check: 0.671 (LC 3) Report Based On 10 Sections A------------lb 0.474 at 2.182 ft f(y) ksl -0.474 at 2.182 ft fa ------------ksl AWC NDS-18: ASD Code Check 122.552 at O ft Vy~lb -122.552 at 4 ft M lb-ft -121.039 at 2.182 fl D-,' ,-, •, ,-, ' In -0.046 at 1.778 ft Max Bending Check 0.671 (LC &)ax Shear Check 0.156 (LC 3) Max Defl Ratio L/1020 Location 1.98 ft Location 2.02 ft Location 4 ft Equ~on 1~3 CD 1.25 RB 8.641 Cr 1 Cfu 1 Fe' Ft' Fb' Fv' E' lksl) 0.388 0.469 0.715 0.225 1400 Cm 1 1 1 1 1 Ct 1 1 1 1 1 CL 0.995 GP 0.222 CF 1 1 1 Span 1 Lb le/d Sway Out 4ft 32 No Le-Bending Top 4 ft Le-Bending Bot 4 ft In 4ft 13.714 No Beam: 181S4.1 Platform Supports Shape: 4X4 Material: OF STD Length: 5 ft I Joint: N11 J Joint: N12 Envelope Code Check: 1.000 (LC 4) Report Based On 10 Sections A------------lb 0.92 at 2.222 ft f(y) ksi -0.92 at 2.222 ft fa ------------ksl AWC NDS-18: ASD Code Check . 725.444 at 0 ft Vy[\ \Jib -725.444 at 5 ft M lb-ft -547.69 at 2.222 ft D-, ,-, ,-, '-,, In -0.161 at 2. 778 ft Max Bending Check 1.000 (LC '13x Shear Check 0.308 (LC 4) Max Defl Ratio L/367 Location 2.525 ft Location 5 ft Equation 3.9-3 CD 1.6 RB 4.14 Cr 1 Cfu 1 Fe' Ft' Fb' Fv' E' (ksD 1.173 0.6 0.92 0.288 1400 Cm 1 1 1 1 1 CL 1 GP 0.524 Ct CF 1 1 1 1 1 1 1 1 Location 2.475 ft Span 1 Lb le/d Sway Out 5ft 17.143 No Le-Bending Top Le-Bending Bot 5 ft 5ft In 5 ft 17.143 No ABSORPTION SYSTEMS® A Pharmaron Compe \°"('( TECHNICAL REPORT CHEMICAL CLASSIFICATION PACKET HAZARDOUS MATERIALS SUMMARY For Absorption Systems California, LLC. 2820 Loker Ave East Carlsbad, CA 92010 December 14, 2022 CBC2022-0185 2820 LOKER AVE E ABSORPTION SYSTEMS: COM-Tl (63,786 SF) PHASE II-SHELL TO OFFICE/WAREHOUSE MEZZANINE, LAB. EXTERIOR WORK, GENERATOR ENCLOSURE AND DOCK DEV2022-0135 2090831500 2/14/2023 CBC2022-0185 Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Packet Table of Contents December 14, 2022 Page 2 1.0 OSl's CAS2Class Database used to produce Technical Reports ............................. 3 1.1 Report Preparation Process ...................................................................................... 3 1.2 Company Information ................................................................................................ 3 1.3 Report Submission to the Orange County Fire Authority ........................................... 4 1.4 Executive Summary .................................................................................................. 4 2.0 Building/Facility Information ...................................................................................... 4 3.0 Attachment Information ............................................................................................. 4 4.0 Hazard Classification Process ................................................................................... 5 5.0 Table 1 (Chemical Classification) .............................................................................. 6 5.1 Table 1.1 (Chemical Classification Summary) ......................................................... 10 5.2 Table 1.2 (Chemical Classification Summary Totals) .............................................. 15 6.0 Operational Controls ............................................................................................... 16 6.1 Automatic Fire Extinguishing System for Buildings ................................................. 16 6.2 Fire Alarm System ................................................................................................... 16 6.3 Security ................................................................................................................... 16 6.4 Portable Fire Extinguishers ..................................................................................... 16 6.5 Sources of Ignition .................................................................................................. 17 6.6 Markings and Identification Signs ............................................................................ 17 6.7 Separation of Incompatible Materials ...................................................................... 17 6.8 Empty Containers .................................................................................................... 17 6.9 Approved Flammable Liquid and Hazardous Materials Storage Cabinets .............. 18 6.10 Corrosive Materials .............................................................................................. 18 6.11 Organic Peroxides ............................................................................................... 18 6.1 2 Oxidizing Materials ............................................................................................... 18 6.13 Highly Toxic & Toxic Materials ............................................................................. 18 6.14 Water Reactive Solids and Liquids ...................................................................... 18 6.15 Lab Fume Hoods, Building Exhaust & Ventilation, and Materials Exhausted ...... 19 6.1 6 Spill Control, Drainage, Secondary Containment ................................................. 22 6.1 7 Explosion Control ................................................................................................. 22 6.18 Limit Controls ....................................................................................................... 22 6.19 Pressure Controls ................................................................................................ 22 6.20 Treatment Systems .............................................................................................. 22 6.21 Protection from Vehicles ...................................................................................... 22 6.22 Employee Training and Response Procedures .................................................... 22 7.0 Hazardous Materials Summary ............................................................................... 23 Attachment 1 (Facility Vicinity Map & Site Location) ....................................................... 25 Attachment 1.1 (Floor Plan, First Floor) .......................................................................... 26 Attachment 1.2 (Floor Plan, Second Floor) ..................................................................... 27 I • Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Packet 1.0 OSl's CAS2Class Database used to produce Technical Reports December 14, 2022 Page 3 Occupational Services, Inc. ("OSI") owns a custom-designed Microsoft Access database that has been continually improved and updated to reflect the current California Fire Code. Over 225,000 chemicals are currently recognized and classified by their Chemical Abstract Service Number (CAS No.) in OSI' s database, called "CAS2Class." The foundation of OSl's Technical Report is the Physical Hazard Summary and Health Hazard Summary reports produced by CAS2Class. 1.1 Report Preparation Process Before presenting a Technical Report to a Code Official, OSI collects the tenant's "proposed" chemical inventory and imports the inventory into CAS2Class. OSI then makes a proper hazard determination for every unclassified chemical. OSI uses trained and degreed HazMat professionals to determine the hazard categories, which are based on the chemical's Safety Data Sheet (SOS), the manufacturer's product literature, and textbooks, along with the concentration, physical state, chemical properties and health hazards of that chemical. OSI also refers to NIOSH, OSHA, EPA and DOT hazard classifications. OSI uses all of these physical and chemical references to properly classify the chemicals according to the categories listed in Appendix E of the 2019 California Fire Code (CFC). When 100% of the tenant's chemical inventory is properly classified, OSI generates two tables: Physical Hazard Summary and Health Hazard Summary. OSI then compares the tenant's summaries to the Maximum Allowable Quantity (MAQ) per Control Area of Hazardous Materials Posing a Physical Hazard listed in Table 5003.1.1 (1) & 5003.1.1 (3) of the 2019 CFC and the Maximum Allowable Quantity per Control Area of Hazardous Materials Posing a Health Hazard in Table 5003.1.1(2) & 5003.1 .1 (4) of the 2019 California Fire Code (CFC). If the entire inventory does not exceed the MAQs, OSI advises the architect to design and construct one control area. If the MAQs are exceeded, OSI advises the architect to design more control areas until the inventory does not exceed MAQs. Many hours of technical expertise are spent designing the quantity and one-hour boundaries of the control areas. OSI and the architect use this CAS2Class report at the beginning of the design process and the information is used to form the basis of the building design. 1.2 Company Information Absorption Systems delivers a comprehensive range of non-clinical research services for all biomedical products with the highest data quality and integrity, focused on timely communication and exemplary customer service, to better predict human outcomes. Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Packet 1.3 Report Submission to the Carlsbad Fire Department December 14, 2022 Page 4 OSI and Absorption Systems understand the Carlsbad Fire Department will review this Hazardous Materials Opinion and Technical Report and that the Building Official will request Carlsbad Fire Department's approval on this Hazardous Material Opinion and Technical Report. Absorption Systems will file the San Diego Regional Hazardous Materials Questionnaire DEH HM-9171 with the San Diego County Department of Environmental Health. The Hazardous Material Questionnaire will have the County Health stamp provided in the 'RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY'. The Business Plan will be processed by the Client with the County Health Department while construction occurs and will be completed prior to the Certificate of Occupancy is obtained and provided to the Fire Official. A completed copy of the Hazardous Materials Business Plan and this Technical Opinion Report will be submitted to the Carlsbad Fire Department: City of Carlsbad Fire Department Fire Prevention Division 1635 Faraday Avenue Carlsbad, CA 92008-7314 www.firemail@carlsbadca.gov P: (760) 602-4665 1.4 Executive Summary Absorption Systems is submitting this Technical Report as part of the permit process for a tenant improvement involving the addition of vivarium/lab space and office space at 2820 Loker Ave East, Carlsbad, CA 92010. Absorption Systems will occupy the entire 63,900 square foot building. This Technical Report was prepared by Todd Hansen, a Fire Code Specialist with OSI. 2.0 Building/Facility Information The two story industrial building located at 2820 Loker Ave East, Carlsbad, CA 92010, is a fuUy sprinklered building. The building has a total square footage of 63,900 ft2 and is one control area. 3.0 Attachment Information Attachment 1: Facility Vicinity Map and Site Location for Absorption Systems located at 2820 Loker Ave East, Carlsbad, CA 9201 O Attachment 1.1: Floor Plan Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Packet 4.0 Hazard Classification Process December 14, 2022 Page 5 Table 1 (Chemical Classification Form) of this Technical Report is a list all Absorption Systems', facility Hazardous Materials at 2820 Loker Ave East, Carlsbad, CA 92010. The inventory is sorted by Common Name and Chemical Name. Included in Table 1 (Chemical Classification Form) is the Chemical Percent Composition, Chemical Abstract Service Number (CAS#), Chemical Form, Quantity Stored , Quantity In-Use (Open and/or Closed), Location of Storage & Use, assigned Hazard Classes and justification from Safety Data Sheets (SOS). Each Hazardous Material listed in Table 1 (Chemical Classification Form) hazardous classification was verified from the chemical manufacturers Safety Data Sheets (SOS), OSl's Chemical Classification Database, 2019 CFC, and/or the Orange County Fire Authority (OCFA) Top 100 List. Many of the inventory items have more than one hazard class. For example, lsopropanol listed in Table 1 has two hazard classes, Flammable Class 1-8 (FL-IB) (chemical liquid has a flash point below 73 degrees Fahrenheit and boiling point of above 100 degrees Fahrenheit), and Organic Peroxide Class IV (Formulation that burn in the same manner as ordinary combustibles and pose a minimal reactivity hazard). Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Re_l)_ort I Chemical Classification Packet 5.0 Table 1 (Chemical Classification) July 11, 2022 Pa_g_e 6 Table 1 (Chemical Classification Form), list Common Name, Chemical Name, Chemical Composition, CAS#, Form, Quantity Stored Quantity, Quantity In-Use (Open and/or Closed), (Storage & Use), Hazard Classification, and Justification of every chemical in Absorption Systems' facility inventory located at 2820 Loker Ave East, Carlsbad, CA 92010. The entire facility only has Qne fire control are"a. 1,2-Propanediol II 1,2-Propanediol II 99% 11 57-55-6 II L II 0.132 Gal II closed I 0.1453 Gal j CL-11I8, SENS, OHH, IRR II Laboratory II SOS 0.0018 Gal, 1-Methyl-2-pyrrolidinone 111-Methyl-2-pyrrolidinone 1199% 11 872-50-4 ! L II 0.018 Gal I closed 0.0195 Gal CL-IIIA, OHH, IRR I Laboratory II SOS 2-Hydroxypropyl-~-2-Hyd roxypropyl-~- 199% 11128446-35-5 ~ s II 0.220 Lbs I 0.022 Lbs, cyclodextrin cyclodextrin closed ! 0.2425 Lbs j lRR II Laboratory II SOS II 104 Lbs, Acetaminophen II Acetaminophen I 99% !1103-90-2 11 s 0.004 Lbs J closed 0.0044 Lbs SENS, OHH, IRR I Laboratory II SOS 199% 1164-19-7 ~ L II 0.0528 Gal, I Laborato~l SOS Acetic Acid 0.528 Gal closed 0.5808 Gal CL-II, COR ! Acetone II Acetone 1199% 11 67-64-1 II L II 1.05 Gal I closed 1.1550 Gal FL-I8, OHH, IRR Laboratory [ sos Ii Acetonitrile . ]I Acetonitrile II~ 1175-05-8 IIL7I 2.602 Gal I 0.2602 Gal, 2.8622 Gal FL-I8 Laboratory [ sos closed ~ L II 0.0125 Gal, [ sos Alcohol, 99% ~ Alcohol, 99% II 99% 11 64-17-5 0.125 Gal J closed 0.1374 Gal FL-I8, OHH, IRR Laboratory 111344-28-1 1s· 11 0.176 Lbs I 0.0176 Lbs, [ sos Aluminum Oxide II Aluminum Oxide 1199% closed 0.1940 Lbs IRR Laboratory l~ll 0007664-41-7 I L II 0.0264Gal, Ammonia Solution II Ammonia Solution 0.264 Gal closed I 0.2906 Gal I COR, OHH Ii Laboratory II SOS II 12125-02-9 I s I 0.0055 Lbs, Ammonium Chloride I Ammonium Chloride 1199% 0.055 Lbs closed 0.0606 Lbs OHH, IRR I Laboratory II SOS Ammonium Hydroxide Ammonium Hydroxide 199% 111336-21-6 I L I 0.0264Gal, solution solution 0.264 Gal closed I 0.2906 Gal I COR, OHH, TOX Ii Laboratory II SOS h II 0.0001 Gal, Benzakonium Chloride ~ Benzakonium Chloride II 99% II 63449-41-2 0.001 Gal II closed 0.0015 Gal COR I Laboratory ll SOS 11 9048-46-8 II s I 0.022 Lbs, [ sos lovine Serum Albumin II Bovine Serum Albumin II 99% 0.220 Lbs closed 0.2425 Lbs IRR Laboratory 1110043-52-4 I s I 0.022 Lbs, Laboratory [ SOS Calcium Chloride I Calcium Chloride II 99% 0.220 Lbs closed 0.2425 Lbs OHH, IRR Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Re1>_ort / Chemical Classification Packet Carbon Dioxide II 99% 11 124-38-9 II G I[ Carboxymethylcellulose 1199% 119004-32-4 I s I sodium salt 2.205 Lbs closed □ 0.0793 Gal, Chloroform anhydrous ~ Chloroform anhydrous 11 99% ~L67-66-3 0.793 Gal closed Citrate Buffer I Citrate Buffer II 99% 11 007722-84-1 L II 0.066 Gal closed I Dimethyl Sulfoxide 1~167-68-5 CII 0.0732 Gal, Dimethyl Sulfoxide 0.732 Gal closed Dry Ice 1199% 11 0000124-38-9 s II 200 Lbs 20 Lbs, closed Dulbecco's Modified Dulbecco's Modified Eagle ~I DI 0.0132 Gal, Eagle Medium Medium 99% 004310-00-0 0.132 Gal closed II Dulbecco's PBS 1199% 117778-77--0 11~11 0.0264Gal, Dulbecco's PBS 0.264 Gal closed II 0.0055 Lbs, II EDTA Powder 1199% 11 60--00-4 11 s 0.055 Lbs II closed II Ethyl Acetate ,~, 141-78-6 ~ L II 0.088 Gal I 0.0088 Gal, Ethyl Acetate closed ~ Ethyl Alcohol 11-:7164-17-5 11~11 4.254 Gal I 0.4254 Gal, Ethyl Alcohol closed II 0.0002 Lbs, Evans Blue ~ Evans Blue II 99% II 314-13-6 II s 0.002 Lbs II closed 0.0264 Gal, Formaldehyde Solution I Formaldehyde Solution 11 99% 11 oso-00-0 ll L II 0.264 Gal II closed ICII 1.585 Gal I 0.1585 Gal, Formic Acid I Formic Acid II 99% 11 64-18-6 closed 1~11 0.026 Gal I 0.0026 Gal, Glucose Solution I Glucose Solution II 99% 11 so-99-7 closed 0.0423 Gal, Glutaraldehyde II Glutaraldehyde 1199% 11111-30-8 JI L II 0.423 Gal II closed 11 7647-01-0 11=] 0.528 Gal I 0.0528 Gal, Hydrochloric Acid II Hydrochloric Acid II 99% closed 1167-63-0 11 ~11 0.661 Gal I 0.0661 Gal, lsopropyl Alcohol II lsopropyl Alcohol II 99% closed 11 50-21-5 101 0.264Gal I 0.0264Gal, Lactic Acid II Lactic Acid II 99% closed 2.425 Lbs OHH, IRR 0.8723 Gal OHH, IRR, TOX 0.0726 Gal OX-I, IRR 0.8052 Gal CL-IIIA, SENS, IRR II 220 Lbs ~ INERT GAS, IRR II 0.1453 Gal II IRR II 0.2906 Gal 11 IRR II 0.0606 Lbs II I~ l_Q.Q~68 Gal II FL-IB, IRR II 4.6794 Gal 11 FL-IB, OHH, IRR II 0.0024 Lbs ~ OHH II 0.2904 Gal I CL-IIIA II 1.7435 Gal II CL-II, COR II 0.0291 Gal 11 IRR II 0.4653 Gal II COR, OHH, TOX II 0.5808 Gal 11 COR, OHH, TOX II 0.7266 Gal 11 FL-IB, OHH, IRR, OP-IV II 0.2906 Gal II IRR July 11, 2022 Pa_g_e 7 I Laboratory ll SDS [ sos Laboratory II Laboratory [ sos II Ir II Laboratory II SDS II Laboratory II SOS II Laboratory II SOS II Laboratory II SOS II Laboratory II SOS II Laboratory II SOS II Laboratory II SOS II Laboratory II SOS II Laboratory II SDS II Laboratc,ry II SOS IL Laboratory II SOS IL Laboratory II SOS Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Re_e_ort / Chemical Classification Packet Liquid nitrogen II liquid nitrogen II 99% 11 0007727_37_9 II L II 122 Gal II closed II Methanol 1199% II 67-56-1 II L II 0.2024 Methanol 2.024 Gal I closed 0.0772 Lbs, Methyl cellulose II Methyl cellulose 1199% 11 9004-67-5 11 s II 0. 772 Lbs I closed I Methyl tert-butyl Ether 11~11634-04-4 11~1 0.0634Gal, Methyl tert-butyl Ether 0.634Gal closed ~1127-19-5 11:=11 0.026 Gal I 0.0026 Gal, N,N-Dimethylacetamide N,N-Dimethylacetamide closed ~168-12-2 11:=11 0.066 Gal I 0.0066 Gal, N,N-Dimethylformamide N,N-Dimethylformamide closed Neutral Buffered ~lo50-00-o II_ :=11 10.568 Gal I 1.0568 Gal, Formalin Neutral Buffered Formalin closed II 134.2 Gal II CYRO INERT, LIQUEFIED II 2.2264 Gal II FL-1B, OHH, IRR II 0.8492 Lbs II IRR II 0.6975 Gal II FL-1B, OHH, IRR II 0.0291 Gal II CL-IIIA II 0.0727 Gal II CL-II, OHH, IRR II 11.624 Gal II CL-IIIA July 11, 2022 Pa.9.e 8 II Laboratory II Laboratory II Laboratory II SOS II Laboratory II SOS 11 Laboratory II SOS II Laboratory II SOS Oxygen II Oxygen ]199% 11 7782-44-7 II G 0 Cf 2980 Cf, closed II 2980 Cf II OXIDIZER GAS, GASEOUS II Laboratory II SOS 0.1323 Lbs, Paraformaldehyde II Paraformaldehyde 1199% 11 30525-89-4 s 1.323 Lbs closed I 1.4553 Lbs II FS, SENS, OHH, IRR II Laboratory II SOS Paraformaldehyde II Paraformaldehyde l~I 00030525-89-4 □ 0.0528 Gal, I 0.5808 Gal II CL-IIIA, OHH, IRR II Laboratory II SOS solution solution 0.528 Gal closed Phosphate buffer ~ Phosphate buffer 1199% 117758-11-4 L II lGal 0.1 Gal, closed II 1.1 Gal II 1RR II Laboratory II SOS Phosphate buffered II Phosphate buffered saline 1~17778-77-0 CII . 0.0449 Gal, saline 0.449 Gal closed II 0.4939 Gal 11 IRR 11 Laboratory II SOS I Phosphoric acid 1~17664-38-2 II~ 0.0264 Gal, Phosphoric acid 0.264 Gal closed II 0.2906 Gal 11 COR, OHH II Laboratory II SOS 1 Poly(ethylene glycol) Jl-71119481-71-9 11:7 0.0026Gal, Poly(ethylene glycol) 0.026 Gal closed II 0.0291 Gal II IRR II Laboratory II SOS 0.1102 Lbs, Potassium Bicarbonate II Potassium Bicarbonate 1199% 11 298-14-6 11 s II 1.102 Lbs II closed II 1.2125 Lbs 11 IRR II Laboratory II SOS Potassium Chloride Potassium Chloride 199% 117447-40-7 11:71 I 0.0264 Gal, Solution Solution 0.264 Gal • closed II 0.2906 Gal I IRR II Laboratory II SOS 0.022 Lbs, Resorcinol II Resorcinol II 99% II 108-46-3 II s II 0.220 Lbs II closed II 0.2425 Lbs II TOX, IRR II Laboratory II SOS 0.022 Lbs, Sodium Acetate 1199% 11127-09-3 II s II 0.220 Lbs II closed II 0.2425 Lbs 11 IRR II Laboratory II SOS Sodium Sodium 1-71017642-00-0 1171 I 0.2205 Lbs, carboxymethylcellulose carboxymethylcellulose 2.205 lbs closed II 2.4251 Lbs II OHH, IRR II Laboratory II SOS Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Ree_ort / Chemical Classification Packet Sodium Chloride II 99% II 7647-14-S II s II 1.102 Lbs closed Sodium Citrate Dihvdrate II Sodium Citrate Dihydrate II 99% 11 6132-04-3 LIi 2.205 Lbs closed ;01 0.001 Sodium Fluoride 99% II 99% 11 7681-49-4 0.002 Lbs closed Sodium Hydroxide Sodium Hydroxide solution ~I 0001310-73-2 11~1 0.0555 Gal, solution 0.555 Gal closed Sodium Phosphate Sodium Phosphate Dibasic ~17558-79-4 11~1 0.011 Lbs, Di basic 0.110 Lbs closed Sodium Phosphate Sodium Phosphate " " Monobasic Monobasic II 99% 11 7558-80-7 II s II 0.220 Lbs II closed 0.0002 Lbs, Sodium Tetraborate 99% II Sodium Tetraborate 99% 1199% 111330-43-4 11 s II 0.002 Lbs II closed Sodium Tetraborate Sodium Tetraborate ~11303-96-4 lls~I 0.002 Lbs I 0.0002 Lbs, Decahydrate Decahydrate closed Succinic Acid Succinic Acid (butanedioic r:--II 110-15-6 lls~I 0.004 Lbs I 0.0004 Lbs, (butanedioic acid) acid) closed f~I 0.264 Gal I 0.0264 Gal, Tetrahydrofuran II Tetrahydrofuran II 99% 11109-99-9 closed Trifluoroacetic Acid Trifluoroacetic Acid ~176-05-1 IIL~I 0.001 Gal I 0.0001 Gal, :ent plus Reagent plus closed Trisodium Citrate Trisodium Citrate r:--116132-04-3 lls71 1.102 Lbs I 0.1102 Lbs, Di hydrate Di hydrate closed II 0.0026 Gal, Triton X-100 Triton X-100 99% 9002-93-1 L 0.026 Gal closed ,, Flammable Liquid Waste, Flammable Liquid 99% 010542-00-0 DI 55 Gal 5.5 Gal, closed I Waste, Formalin Waste, Formalin 99% 50-00-0 L II 55 Gal 5.5 Gal, closed II Diesel I 9~_% 1 68476-34-6 n1 Diesel No. 2 0 918 Gal, Closed II 1.2125 Lbs II IRR II 2.4251 Lbs 11 IRR 11 0.0024 Lbs II IRR, TOX II 0.6105 Gal II COR, OHH Ii 0.1213 Lbs II IRR II 0.2425 Lbs Ii IRR .. II 0.0024 Lbs II OHH, IRR I 0.0024 Lbs II OHH, IRR I 0.0044 Lbs II IRR II 0.2906 Gal II FL-1B, OP-Ill, UR-I I 0.0015 Gal II COR, OHH II 1.2125 Lbs 11 IRR 0.0291 Gal CL-111B, IRR 60.5 Gal FL-1B 60.5 Gal CL-II, COR, TOX 0 CL-IIIA July 11, 2022 Pa_g_e 9 II J.Cl~oratory II Laboratory II SDS II Laboratory II SDS II Laboratory II SDS II Laboratory II SDS II Laboratory II SDS 11 Laboratory II SDS II Laboratory I[ SDS I Laboratory [ SDS II Laboratory II SDS II Laboratory II SDS II Laboratory II SDS Laboratory 11 SDS Laboratory JI SDS Laboratory II SDS Exterior Mechanical II SDS Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package 5.1 Table 1.1 (Chemical Classification Summary) December 14, 2022 Page 10 Table 1.1 (Chemical Classification Summary -Regulated Hazard Classes), summarizes all Chemical Hazard Classifications by Chemical Name, Amount Stored, Open System Use (O.S. Use), Closed System Use (C.S. Use), Location of Storage, and Location of Use of Regulated Hazardous Materials within Absorption Systems' facility located at 2820 Loker Ave East, Carlsbad, CA 92010. Acetic Acid 0 0.0528 0.5808 Gallons Laboratory J Laboratory Formic Acid 1.585 0 0.1585 1.7435 Gallons Laboratory Laboratory N,N-Dimethylformamide 0.066 0 0.0066 0.0727 Gallons Laboratory Laboratory te, Formalin 0 5.5 60.5 J Gallons IJ Laboratory II Laboratory Total 0 5.71 Gallons Laboratory Laboratory Dimethyl Sulfoxide I I 0.732 Laboratory Formaldehyde Solution E2fil 0 0.0264 0.2904 Gallons Laboratory Laboratory N,N-Dimethylacetamide 0 0.0026 0.0286 Gallons Laboratory Laboratory 6 Neutral Buffered Formalin I 10.568 ll 0 1.0568 11.6248 Gallons Laboratory Laboratory Paraformaldehyde solution I o.52811 0 0.0528 0.5808 Gallons Laboratory Laboratory Total I 12.13611 0 1.2136 13.3496 Gallons Laboratory Laboratory Triton X-100 0.026 0.0286 Gallons Laboratory Laborato Total 0.158 0.0158 0.1738 Gallons Laboratory Laboratory I Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package Ammonia Solution 0.264 Ammonium Hydroxide solution 0.264 0 0.0264 nzalkonium Chloride 0. 0 0.0001 I Formic Acid 1.585 0 0.1585 1.7435 Gallons Glutaraldehyde 0.423 0 0.0423 0.4653 Gallons Hydrochloric Acid 0.528 0 0.0528 0.5808 Gallons Phosphoric acid 0.264 0 0.0264 0.2904 Gallons Sodium Hydroxide solution ~ 0 0.0555 Trifluoroacetic Acid Reagent plus .0001 1 Waste, Formalin I 55 I 5.5 60. Total 59.413 2.602 0 2 2.8622 Gallons Alcohol, 99% 0.125 0 0.0125 0.1375 Gallons Ethyl Acetate 0.088 0 0.0088 0.0968 Gallons Ethyl Alcohol 4.254 0 0.4254 4.6794 Gallons lsopropyl Alcohol 0.661 0 0.0661 0.7271 Gallons Methanol 2.024 0 0.2024 2.2264 Gallons Methyl tert-butyl Ether 0.634 0 0.0 0.6974 Gallons Tetrahydrofuran 0.264 0 0.2904 Gallons Waste, Flammable Liquid I 55 1 0 60.5 Gallons Total ~ 66.702 ~ al 6.6 73.3722 Gallo December 14, 2022 Page 11 Laboratory Laboratory I Laboratory Laborato I Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Labo Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package Total 0.264 .2904 Gallons December 14, 2022 Page 12 Laboratory Laboratory Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Reoort / Chemical Classification Package Dimeth I Sulfoxide 0.732 0 0.8052 Gallons Total 0.864 0 0. 0.9504 Gallons Paraformaldehyde 0 0.1323 1.4553 Lbs Total 1.327 0 1.4597 Lbs Glutaraldehyde 0.423 0 0.0423 0.4653 Gallons Hydrochloric Acid 0.528 0 0.0528 0.5808 Gallons Waste, Formalin 55 60.5 Gallons Total S7.008 62.7088 Gallons December 14, 2022 Page 13 Laboratory Laboratory Laboratory Laboratory ratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory Laboratory La Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package Sodium Fluoride 0.002 0 Total I 0.222 II ol Diesel 0 918 0 GAS Total 0 0 918 0 Lbs December 14, 2022 Page 14 Laboratory Laboratory Exterior Exterior Exterior Exterior Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package December 14, 2022 Page 15 5.2 Table 1.2 (Chemical Classification Summary Totals) Table 1.2 (Chemical Classification Summary Totals-Regulated Hazard Classes), shows a list of all Chemical Hazard Classification totals of Interior Storage, Exterior Storage, Open System Use and Closed System Use for Absorption Systems, facility Regulated Hazardous Materials located at 2820 Loker Ave East, Carlsbad, CA 92010 TABLE 1.2 TABLE 1.2 TABLE 1.2 COMBUSTIBLE LIQUID CLASS II COMBUSTIBLE LIQUID CLASS IIIA COMBUSTIBLE LIQUID CLASS IIIB Interior StoraQe 57.179 Gallons Interior Storaae 12.136 Gallons Interior Storaae 0.158 Gallons Exterior Storaae 0 Gallons Exterior Storaae 918 Gallons Exterior Storage 0 Gallons Ooen System Use 0 Gallons Ooen System Use 0 Gallons Ooen Svstem Use O Gallons Closed Svstem Use 5.7179 Gallons Closed Svstem Use 1.2136 Gallons Closed System Use 0.0158 Gallons Total: 62.897 Gallons Total: 931.3496 Gallons Total: 0.1738 Gallons TABLE 1.2 TABLE 1.2 TABLE 1.2 CORROSIVE LIQUID CRYOGENIC INERT. LIQUEFIED FLAMMABLE LIQUID CLASS 1-B Interior StoraQe 59.413 Gallons Interior Storaoe 0 Gallons Interior StoraQe 66. 702 Gallons Exterior Storaae 0 Gallons Exterior Storaae 0 Gallons Exterior StoraQe 0 Gallons Ooen System Use 0 Gallons Open System Use 0 Gallons Open System Use 0 Gallons Closed System Use 5.9413 Gallons Closed System Use 122 Gallons Closed System Use 6.6702 Gallons Total: 65.354 Gallons Total: 122 Gallons Total: 73.3722 Gallons TABLE 1.2 FLAMMABLE SOLID TABLE 1.2 COMPRESSED INERT GAS I TABLE 1.2 INERT GAS SOLID Interior Storaae 1.323 Lbs Interior Storaae 2500 Cft3 Interior Storaae 200 Lbs Exterior Storaae 0 Lbs Exterior Storaae 0 Cft3 Exterior StoraQe 0 Lbs Ooen System Use 0 Lbs Open System Use 0 Cft3 Open System Use 0 Lbs Closed Svstem Use 0.1323 Lbs Closed System Use 250 Cft3 Closed System Use 20 Lbs Total: 1.4553 Lbs Total: 2750 Cft3 Total: 220 Lbs TABLE 1.2 TABLE 1.2 TABLE 1.2 OXIDIZER CLASS 1 LIQUID COMPRESSED OXIDIZER GAS ORGANIC PEROXIDE I LIQUID Interior Storaae 0.066 Gallons Interior Storaae 0 Cft3 Interior Storage 0.264 Gallons Exterior StoraQe 0 Gallons Exterior Storaae 0 Cft3 Exterior Storage 0 Gallons Ooen System Use 0 Gallons Open System Use 0 Cft3 Ooen System Use 0 Gallons Closed Svstem Use 0.0066 Gallons Closed System Use 2980 Cft3 Closed System Use 0.0264 Gallons Total: 0.0726 Gallons Total: 2980 Cft3 Total: 0.2904 Gallons I Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package TABLE 1.2 TABLE 1.2 ORGANIC PEROXIDE IV LIQUID UNSTABLE REACTIVE CLASS 1 LIQUID Interior Storaae 0.661 Gallons Interior Storage 0.264 Gallons Exterior StoraQe 0 Gallons Exterior StoraQe O Gallons Open Svstem Use 0 Gallons Ooen Svstem Use 0 Gallons Closed Svstem Use 0.0661 Gallons Closed System Use 0.0264 Gallons Total: 0.7271 Gallons Total: 0.2904 Gallons TABLE 1.2 SENSITIZER SOLID I TABLE 1.2 I TOXIC LIQUID Interior Storaae 1.327 Lbs Interior Storage 57.008 Gallons Exterior StoraQe 0 Lbs Exterior StoraQe O Gallons Open Svstem Use 0 Lbs Open Svstem Use 0 Gallons Closed Svstem Use 0.1327 Lbs Closed System Use 5.7008 Gallons Total: 1.4597 Lbs Total: 62.7088 Gallons 6.0 Operational Controls I December 14, 2022 Page 16 TABLE 1.2 SENSITIZER LIQUID Interior Storage 0.864 Gallons Exterior Storage 0 Gallons Ooen Svstem Use 0 Gallons Closed System Use 0.086 Gallons Total: 0.9504 Gallons TABLE 1.2 TOXIC SOLID Interior Storage 0.222 Lbs Exterior Storage 0 Lbs Open System Use 0 Lbs Closed System Use 0.0222 Lbs Total: 0.2442 Lbs The following controls will be installed at 2820 Loker Ave East, Carlsbad, CA 92010. 6.1 Automatic Fire Extinguishing System for Buildings [2019 CFC 903.2, NFPA 13) The building is fully equipped with an existing, approved, automatic wet fire extinguishing system. The Fire Sprinkler System meets current specification for B occupancy in accordance with the CFC Chapter 9 and 2019 NFPA 13. 6.2 Fire Alarm System [2019 CFC, 907] A system or portion of a combination system consisting of components and circuits arranged to monitor and annunciate the status of fire alarm or supervisory signal-initiating devices and to initiate appropriate response to those signals. Building is equipped with a fire detection and fire alarm system in accordance 2019 CFC Section 907. 6.3 Security [NFPA 730 & NFPA 731) The building/facility will be equipped with lock(s) and key access cards to prevent unauthorized entry. The security measures in place at 2820 Loker Ave East, Carlsbad, CA 92010 are within compliance of the Code. 6.4 Portable Fire Extinguishers [2019 CFC 906 & CCR Title 19, Division I, Section 568) The facility will be equipped with portable dry chemical fire extinguishers minimum rating (2A 10 BC). There will be an appropriate amount of approved fire extinguishers with minimum rating (2A10 BC) provided within 75 feet minimum travel distance for each within the Absorption I Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package December 14, 2022 Page 17 Systems' facility located at 2820 Loker Ave East, Carlsbad, CA 92010. The appropriate amount and type fire extinguishers will be located throughout the facility. 6.5 Sources of Ignition [2019 CFC 305, 310, 3205.3] Clearance between ignition sources, such as luminaries, heaters, flame producing devices and combustible materials, shall be maintained in an approved manner. Smoking shall be prohibited within the facility Hazardous Materials storage area. Approved "No Smoking" signs will be conspicuously posted in accordance with the 2019 CFC Section 310. 6.6 Markings and Identification Signs [2019 CFC 5003.5, 5703.5, 2007 OCFA Hazardous Materials Identification Guideline G-05] Facility Rooms, Buildings, Outside Areas, Aboveground Tanks, and Vats of hazardous materials identification signs shall state in plain language the hazard class(es) presented by the materials stored or used. All lettering shall be in capital letters on a contrasting background (e.g. white on red, white on black). Signs shall be of durable construction and suitable for the environment in which they are posted. Letters shall be not less than three inches in height when a single hazard class is present. When two hazard classes are present the letters may be reduced to not less than two inches in height. If three or more hazards are present, letters shall be a minimum of one inch in height. Lettering height adjustments allow sign dimensions to be of a size that can be placed on doors, buildings, and tanks and still be visible to emergency response personnel. The material state (solid/liquid/gas) is also required to be included on the sign for each hazard class identified. When tanks or vats are heated, this information shall also be specified on the tank (e.g., HEATED TANK). When multiple hazards exist, the sign must contain all applicable hazards. Exception: When multiple hazards are present and they are of the same general class (e.g., Water Reactive 1 and Water Reactive 3, Organic Peroxide Ill and Organic Peroxide II, etc.), only the greatest hazard within each class is required to be listed on the sign. The marking and Identification Signs will be in accordance with the 2019 CFC Sections 5003.5, 5703.5 and the OCFA Hazardous Materials Identification Guideline G-05. 6.7 Separation of Incompatible Materials [2019 CFC 5003.9.8] Incompatible materials will be separated from each other in storage in (FM) approved self- closing storage cabinets, or in separate (UL) listed or (DOT) approved waste collection containers. To ensure compliance, one or more of the following methods will separate incompatible materials: • Storage in separate approved self-closing storage cabinets as follows: • Flammable/Combustible liquids (Class I, II, and Ill-A) will be stored in approved flammable liquids cabinets, • Acids will be stored in acid cabinets, • Bases will be stored in base cabinets. • Trained personnel will further distinguish between incompatible materials (i.e. acids and bases; oxidizers and flammables; acids and flammables) and store them in an appropriate manner with adequate distance to avoid incompatible reactions. • Incompatible gases will be separated by a distance of more than twenty feet • Incompatibles will be separated using noncombustible partitions/barrier greater than 18" high. Employees will receive chemical safety instruction on the separation of incompatible materials. 6.8 Empty Containers [2019 CFC 5003.2.5] The storage of empty containers and containers previously used for the storage of flammable or combustible liquids, unless free from explosive vapors, will be stored as required for filled tanks Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package December 14, 2022 Page 18 and containers. Tank and containers, when emptied will have the covers or plugs immediately replaced in openings. 6.9 Approved Flammable Liquid and Hazardous Materials Storage Cabinets [2019 CFC 5003.B. 7.2, 5704.3.2] Flammable and combustible liquids will be stored in approved flammable liquid storage cabinets. Doors will be well fitted, self-closing, and equipped with a latch. Cabinets shall be clearly identified in an approved manner with red letters on contrasting background to read: HAZARDOUS-KEEP FIRE AWAY. 6.10 Corrosive Materials [2019 CFC 5403.1] The storage and use of corrosive materials in amounts not exceeding the maximum Allowable quantity per control area indicated in the 2013 CFC Section 5003.1 shall be in Accordance with the 2019 CFC Sections 5001, 5003, and 5401. Absorption Systems, will store and use Corrosive materials in quantities below maximum allowable quantities indicated in the 2019 CFC Table 5003.1.1 (2). Corrosive materials will be stored, used and handled in accordance With the 2019 CFC Sections 5001 , 5003, and 5401 . 6.11 Organic Peroxides [2019 CFC 6201] The storage and use of organic peroxides in amounts not exceeding the maximum Allowable quantity per control area indicated in the 2019 CFC Section 5003.1 shall be in accordance with the 2019 CFC Sections 5001, 5003, 6201 and 6203. Absorption Systems, will store and use organic peroxides in quantities below maximum allowable quantities indicated in the 2019 CFC Table 5003.1.1 (1 ). Organic Peroxides will be stored, used and handled in accordance with the 2019 CFC Sections 5001 , 5003, 6201 and 603. 6.12 Oxidizing Materials [2019 CFC 6303] The storage and use of oxidizing materials in amounts not exceeding the maximum Allowable quantity per control area indicated in the 2019 CFC Section 5003.1 shall be in accordance with the 2019 CFC Sections 5001, 5003, 6301 and 6303. Absorption Systems will store and use oxidizing materials in quantities below maximum allowable quantities indicated in the 2019 CFC Table 5003.1.1 (1 ). Oxidizing materials will be stored, used and handled in accordance with the 2019 CFC Sections 5001, 5003, 6301 and 6303. 6.13 Highly Toxic & Toxic Materials [2019 CFC 6303] The indoor storage or use of toxic solids or liquids in amounts not exceeding the Maximum Allowable quantity per control area indicated in the 2019 CFC Table 5003.1.1 (2) shall be in accordance with the 2019 CFC Section 5001, 5003 and 6001. Absorption Systems will store and use highly toxic and toxic solids and liquids in quantities below Maximum allowable quantities indicated in the 2019 CFC Table 5003.1.1 (2). Highly Toxic and Toxic materials will be stored, used and handled in accordance with the 2019 CFC Section 5001 , 5003 and 6001. 6.14 Water Reactive Solids and Liquids [2019 CFC 6703] The storage and use of water-reactive solids and liquids in amounts not exceeding the Maximum Allowable Quantity per control area indicated in the 2019 CFC Section 5003.1 shall be in accordance with the 2019 CFC Sections 5001 , 5003, 6701 and 6703. Absorption Systems will store and use water-reactive materials in quantities below Maximum allowable quantities indicated in the 2019 CFC Table 5003.1.1 (1 ). Water Reactive Materials will be stored, used and handled in accordance with the 2019 CFC Sections 5001 , 5003, 6701 and Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package 6703. December 14, 2022 Page 19 6.15 Lab Fume Hoods, Building Exhaust & Ventilation, and Materials Exhausted [2019 CMC Chapter 5] a. Fume Hood Exhaust System Specifications. • Fume Hood Exhaust Duct System shall be designed in accordance with the 2019 California Mechanical Code. • Fume Hood Exhaust System does not convey flammable dusts. • Fume Hood Exhaust Ducting shall be independent and completely separate from Environmental Air Ducts and shall not extend into or through plenums. b. Flammable Gases and Vapors in the Exhaust Systems. Flammable vapor or fumes is the concentration of flammable constituents in air that exceeds twenty-five percent (25%) of its Lower Explosive Limit (LEL). The Fume Hood Exhaust and Ventilation System at Absorption Systems will comply with the 2019 California Mechanical Code and the California Energy Commission Standards. Scientists will be trained not to exhaust incompatibles into the ventilation systems. Bench scale laboratory reactions will be performed in the fume hoods at Absorption Systems and will be in compliance with the Code of Federal Regulations Volume 29 Part 1910.1450. The storage and use of flammable and combustible liquids and gases in hoods and exhaust ducts will be limited to the smallest amounts needed each day. Concentrations of gases and vapors will be diluted to less than 25% of the Lower Explosive Limit (LEL) for each compound. Therefore, no automatic fire protection systems will be required in the fume hoods or exhaust ducts. c. Corrosive Materials Corrosives will be used in the chemical fume hoods. Corrosives will be neutralized in the chemical experiments and the corrosives will not be exhausted untreated directly into the fume hoods at concentrations that could attack the ducting or accumulate and drip. The corrosives are used in milliliters quantities for pH adjustment and not at original strength nor heated and exhausted untreated where they could attack the ducting. d. Heating The materials being exhausted will not be heated above standard room temperature. Mechanical exhaust will be provided where Class I, II, or Ill liquids are used (in any amount) in Group B, or portions thereof. Under normal operating conditions explosive vapor-air mixtures will not develop in the exhaust system at Absorption Systems. The exhaust ventilation will be sufficient to maintain non-flammable and non-explosive vapor concentrations throughout the entire exhaust duct system. Absorption Systems' activities will not require elevated temperatures, therefore separate and distinct exhaust systems are not required. e. Calculations to determine necessary CFM required to maintain levels 25% LEL for Class I, II, Ill-A Flammable liquids Hoods and Building Exhaust Systems and Types of Material Exhausted Calculations to Determine Required CFM to Maintain Levels <25% LEL for Flammable Liquids The following report contains ca lculations for the volume of air in cubic feet per minute (CFM) required to dilute flammable liquid vapors to 25% or below their Lower Explosive Limit. These calculations represent Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package December 14, 2022 Page 20 a spill scenario in which a one-gallon container of flammable liquid was to shatter in a fume hood, releasing the entire contents. The calculations are based on the release being vaporized consistently for a one-hour period. Acetone 58.08 0.791 2 2 Acetonitrile 41.05 0.783 4.4 1.42 Ethanol 46.07 0.79 3.3 1.59 Ethyl Acetate 88.11 0.902 2.2 3 lsopropyl Alcohol 60.1 0.785 2.5 2.1 Methanol 32 0.8 6 1.1 Methyl tert-butyl Ether 88.15 0.74 1.6 3 Tetra hyd rofu ran 72 0.89 1.8 2.5 Calculating the Required CFM The following calculations were made to determine the minimum ventilation required to assure that the aforementioned flammable liquids are maintained below 25% of the Lower Explosive Limit. Requirements were based on the cubic feet of air required per gallon of evaporation. The calculation used was taken from 2011 NFPA 86 "Ovens and Furnaces" Method for Determining Solvent Safety Ventilation Rates Section 11 .6.8.4. CFM to maintain <25% LEL = l ~)(SpGr)(IOO-LEL) I . l_o.075 VD LEL 160mm Where: 4.0 = Safety Factor to Account for 25% LEL 8.33 = Weight of 1 gallon of water 0.075 = Weight of dry air in 29.9 in. Hg SpGr: Specific gravity VD = Vapor Density LEL = Lower Explosion Limit Table 2 is a worst-case scenario in which the CFM calculated was to account for a gallon of flammable liquid being released in a fume hood over a one hour period. Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package December 14, 2022 Page 21 Table 2 • Minimum Required Ventilation in CFM to maintain concentrations of Flammable Liquids below 25% Lower Explosive Limit (LEL) during a one-gallon spill situation released over a one-hour period Acetone 8610 143 Acetonitrile 5323 89 Ethanol 6468 108 Ethyl Acetate 5938 99 lsopropyl Alcohol 6477 108 Methanol 5062 84 Methyl tert-butyl Ether 6740 112 Tetrahydrofuran 8628 144 The worst case scenario spill for the flammable liquids stored in a fume hood at Absorption Systems' facility is a one gallon release of Tetrahydrofuran. To ensure that such a spill be maintained at 25% the lower explosive limit, fume hoods must provide an airflow of a minimum of 144 cubic feet fresh air, per minute. All of Absorption Systems' fume hoods will exhaust more than 144 CFM. Since the exhaust volumes will be greater than 144 CFM, the duct work is classified as Class 1 or Class 5 Ducts. Table 3 below indicates proposed materials to be used within Absorption Systems' fume hoods located at 2820 Loker Ave East, Carlsbad, CA 92010. Acetone Class 1-8 Compatible Acetonitrile Class 1-8 Compatible Ethanol Class 1-8 Compatible Ethyl Acetate Class 1-B Compatible lsopropyl Alcohol Class 1-B Compatible Methanol Class 1-8 Compatible Methyl tert-butyl Ether Class 1-8 Compatible Tetrahydrofuran Class 1-8 Compatible Proposed Hazardous Materials listed above in Table 3 are used in different experiments and/or processes within all Absorption Systems' fume hoods and designated areas located at 2820 Loker Ave East, Carlsbad, CA 92010. Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package 6.16 Spill Control, Drainage, Secondary Containment [2019 CFC 5004.2.1, 5004.2.2, & 5004.2.2.1] December 14, 2022 Page 22 Carts and trucks transporting liquids shall be capable of containing a spill from the largest single container transported. Absorption Systems will never store vessels containing hazardous materials greater than 55 gallons inside facility building. The vessels exceeding 1.1 gallon capacity in the designated bulking and/or dispensing areas used for flammable liquids will be equipped with secondary containment. 6.17 Explosion Control [2019 CFC 5005.2.1.2] Explosion control shall be provided in accordance with the 2019 CFC Section 5004.6 when explosive environment can occur because of the characteristics or nature of the hazardous materials dispensed or used, or as a result of the dispensing or use process. Flammables, oxidizers, unstable reactive compounds, and water-reactive compounds will be stored in approved explosion proof or flammable liquid cabinets. The explosion controls will be in compliance with the 2019 CFC Sections 911 , 5004.6 and 5005.2.1 .2. 6.18 Limit Controls [2019 CFC 5005.1.4] Temperature Controls will be maintained in the event of a power failure. Temperature controls will be in compliance with the Code. 6.19 Pressure Controls [2019 CFC 5004.8.2] Stationary tanks and equipment containing hazardous materials that can generate pressure exceeding design limits because of exposure fires or internal reaction shall have some form of construction or other approved means that will relieve excessive internal pressure. The means of pressure relief shall vent to an approved location. The pressure controls for cryogenic liquid tanks will be in compliance with the California Fire Code and all Federal, State and Local regulations. 6.20 Treatment Systems [TITLE 22 CCR CH-12 ARTICLE-1 {66262.10] Absorption Systems will properly manage any hazardous waste generated in accordance with Federal State and Local regulations. 6.21 Protection from Vehicles [2019 CFC 312] Absorption Systems stores all hazardous materials within the building located 2820 Loker Ave East, Carlsbad, CA 92010. All vehicle impact protection needed will be in compliance with the 2019 CFC 312. 6.22 Employee Training and Response Procedures (2019 CFC 4062013 CFC 407, and Title 8 CCR §5194] Employees in the occupancies listed in the 2019 CFC Section 404.2 shall be trained in the fire emergency procedures described in their fire evacuation and fire safety plans. Employees shall be familiar with fire alarm and evacuation signals and their assigned duties in the event of an alarm or emergency. Employees' assigned fire-fighting duties shall be trained to know the locations and proper use of portable fire extinguishers or other manual fire-fighting equipment and the protective clothing or equipment required for its safe and proper use. The supplied training will be in compliance with 2019 CFC Section 406. Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report/ Chemical Classification Package December 14, 2022 Page 23 Persons responsible for the operational of areas in which hazardous materials are stored, bulked, dispensed, handled, or used shall be trained initially and annually on the chemical hazards of the materials and the appropriate spill mitigation procedures. The supplied training will be in compliance with 2019 CFC 406, 2019 CFC 407, and Cal/OSHA Title 8 CCR §5194. Absorption Systems will provide employees with Cal/OSHA compliant Hazard Communication safety training and will continue to provide refresher courses every year. The following information is taught to each hazmat employee in the facility: In the event of a FIRE: First, notify local fire department by dialing 911 from a landline when possible, versus a mobile phone. Next, if possible, have an employee trained on the proper use of a fire extinguisher extinguish the fire with an ABC fire extinguisher. If the fire cannot be extinguished safely with one extinguisher, evacuate all personnel from the building. SMALL SPILL: Use the emergency spill kits compatible with the spilled materials. Refer to Material Safety Data Sheets/Safety Data Sheets (MSDS/SDS) for protective clothing and clean up guidelines. Waste products will be handled and disposed of as hazardous waste. LARGE SPILL: Secure the area and warn others away. Call the Fire Department if the spill represents a health hazard or materials are released outside of the building. Arrangements will be made with a licensed disposal firm for assistance with cleanup and disposal of any hazardous wastes. 7.0 Hazardous Materials Summary Absorption Systems, located at 2820 Loker Ave East, Carlsbad, CA 92010 will store, transport on site, use and handle Hazardous Materials in accordance with the 2019 California Fire Code, 2019 California Building Code and all federal, state, local regulations and the OCFA Chemical Classification Packet Guideline G-06. I certify that all information contained herein, including the attachments, is true and correct to the best of my knowledge. I have authority to act on behalf of Absorption Systems relative to matters involved in this Technical Report. Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package Approved: ;tp~ Todd Hansen Fire Safety Specialist Occupational Services, Inc. 6397 Nancy Ridge Drive San Diego, CA 92121 Reviewed and Approved: V. Chad Hansen, MS, MBA, CIH, CSP, CPE President Occupational Services, Inc. 6397 Nancy Ridge Drive San Diego, CA 92121 Reviewed and Approved: December 14, 2022 Page 24 As a Representative of Absorption Systems, I certify that I have reviewed and approve all of the information contained herein, including the attachments of this Technical Opinion Report. I act on behalf of Absorption Systems, relative to matters involved in this Technical Opinion Report. By my signature, Absorption Systems agrees to meet the fire code regulations required and specified in this report. Absorption Systems California, LLC. Representative (Sign Name and Date) Absorption Systems' Representative (Print Name) Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package Attachment 1 (Facility Vicinity Map & Site Location) December 14, 2022 Pa.9.e 25 Facility Vicinity Map and Site Location for Absorption Systems, Located at 2820 Loker Ave East, Carlsbad, CA 92010 l I • ,, ' ' f ., --. •· ~ . ' . I • 4 f ,j Absoiplio11 fyftems t. -4 I •• ~ f 1 • • 2$20 Lpker A:ve'East1 Carlsbad. C~ 9'l04 O , f 4 ,_ f C ;: f ,, Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package Attachment 1.1 (Floor Plan, First Floor) ____ j _________ j ____ _ . . -----!.------~--' I ,:r ' I ' I I I I I -----+-----~,a I ----i-------- 1 I ----~--------- 1 I I I I I I I /§J ----4----------+------=r--~"-t--=-----J I I I -----~-----------~------1-- December 14, 2022 Page 26 • Absorption Systems California, LLC. -2820 Loker Ave East, Carlsbad, CA 92010 Technical Report / Chemical Classification Package Attachment 1.2 (Floor Plan, Second Floor) _, ___ ..... __ ..,...,_ .. __ ... ____ _. _____ ..., ... ___ ~-----~-----~- I I ' I I I I I ' I ' I I I I __ L ________ _. ___________ L __________ __L __________ __L ___________ , _____ J _ ' I I I i i . I ' I I I I I I • • -+-------------------l------------l------------!-----------! , r'c:::s l I I I I I -------l------------l-----------..J-----------..J------------l----1 I I I I I I I I I 1 ----1 1li11II 111iii11li 1111 11 _.J -----+----------'-f-------- ' -+------ ' I i ! ~!:J T'!;r j-~m,., ;:tI ! , --L---------L-----EF :~0 ~g~---L-----------L-----J December 14, 2022 Pa.9.e 27 Business Name Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA 921 12-9261 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Absorption Systems California, LLC Business Contact Matt Lyulkin Project Address 2820 Loker East AVE Applicant Scott Zuppan City Carlsbad Applicant E-Mail scott.zuppan@am.jll.com State CA Record ID#: Not in System Plan Check#: DEH2022-HHMBP-011927 Balance Due: $87.00 Telephone# Zip Code 92010 Applicant Telephone # Plan File# APN# 209-083-15-00 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT· HAZARDOUS METERtALS DIVISION· OCCUPANCY CLASSIFICATION:(Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: B Facility's Square Footage (including proposed project): 63900 □ Explosive or Blasting Agents □ Organic Peroxides □ Water Reactives □ Corrosives □ Compressed Gases □ Oxidizers □ Cryogenics □ Other Health Hazards □ Flammable/Combustible Liquids □ Pyrophorics □ Highly Toxic or Toxic Materials □ None of These □ Flammable Solids □ Unstable Reactives □ Radioactives PART JI· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH • HAZARDOUS MATERIALS DIVISION !HMP)jf the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at(858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 4/1/2023 1. 2. 3. 4. 5. 6. 7. 8. YES NO □ 00 □ 00 □ 00 □ □ □ □ □ Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds. or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). □ □ □ CalARP Exempt CalARP Required CalARP Complete Review Date: PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT !APCDl: If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. 1. 2. 3. 4. YES NO 00 □ 00 □ □ 00 □ 00 Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? Will the project involve the removal of any load supporting structural member? 5. 6. □ □ 00 □ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: Phase I Construction Project Phase I Construction Project plumbing and mezzanine improvements I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. IBI; Fees Acknowledged: fBI Scott Zuppan Name of Owner or Authorized Agent FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMO* APCD ~,i or ~lo o'-v ~ u REVIEWl:.D "'o M. Martinez SlG~ATU~c 7/1 1/2022 FOR OFFICIAL USE ONLY RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMO APCD 6/29/2022 Oate DATE: __________ _ RELEASED FOR OCCUPANCY COUNTY-HMO APCD "A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHQ_HMD_HMBP _Questionnaire v 2.0 (8/2021) Printed on: 7/11/2022@ 3:41 PM ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Date: 10/21 /2022 NEO Business Name: Absorption Systems California, LLC R 'i:. CE.,\ --2-82_0_L_o-ke_r_A-ve-,-C-a-rls-b-ad-CA-92_0_1_0 ___ ~•\l~tt Street Address: ~v-. 58~o Email Address: cynthia.cuellar@pharmaron.com .-rv Or C~f\l. \S\O~ ·---------------"T'\\' \NG o\\J PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHE($~0F BUSINESS) □ Check all below that are present at your facility: o Acid Cleaning o Assembly o Automotive Repair o Battery Manufacturing o Biofuel Manufacturing « Biotech Laboratory o Bulk Chemical Storage o CarWash o Chemical Manufacturing o Chemical Purification o Denta I Offices • Dental Schools • Dental Clinics o Dry Cleaning o Electrical Component Manufacturing o Fertilizer Manufacturing o Film/X-ray Processing o Food Processing o Glass Manufacturing o Industrial laundry o Ink Manufacturing o Laboratory o Machining/Milling o Membrane manufacturing (i.e. water filter membranes) o Metal Casting/Forming o Metal Fabrication o Metal Finishing • Electroplating • Electroless Plating • Anodizing • Coating (i.e. phosphating) • Chemical Etching/Milling • Printed Circuit Board Manufacturing o Metal Powders Forming o Nutritional Supplement/Vitamin Manufacturing o Painting/Finishing o Paint Manufacturing o Personal Care Products Manufacturin~ o Pesticide Man~ng/ Packaging o Pharmaceutica~acturing (including prec~ o Porcelain Enamb o Power Generati n o Print Shop <X Research and Development o Rubber Manufacturing o Semiconductor Manufacturing o Soap/Detergent Manufacturing o Waste Treatment/Storage New Business? Yes D No~ SIC Code(s) if known: _87_3_4 ___ _ Date operation began/will begin:. ___ 7"'""/_2_3 __ _ Tenant Improvement? Yes~ NoO If yes, briefly describe improvement: ______________ ~-- Approx 64,000 sf overall broken into 14k of Office and S0k of Lab / Research space. Description of operations generating wastewater (discharged to sewer, hauled or evaporated): __ _ Biotechnological Research and Development -preclinical in vivo services done in a vivarium with large and small animals. Estimated volume of industrial wastewater to be discharged (gal/ day): __ 1_30_o_G_a_l/_d_a_y ___________ _ list hazardous wastes generated (type/volume): Formalin liquid Waste ~20 gal/month Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes D Date: ____ No I&] Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other waste\/..tater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. o Automobile Detailers o Hotels/Motels (no laundry) o Barber/Beauty Shops o Laundromats o Business/Sales Offices o Libraries o Cleaning Services o Medical Offices (no x-ray developing) o Carpet/Upholstery o Mortuaries o Childcare Facilities o Museums o Churches o Nail Salons o Community Centers o Nursing Homes o Consulting Services o Office Buildings (no process flow) o Contractors o Optical Services o Counseling Services o Pest Control Services (no pesticide repackaging for sale) o Educational Services (no auto repair/film developing) o Pet Boarding/Grooming Facilities o Financial Institutions/Services o Postal Services (no car wash/auto repair) o Fitness Centers o Public Storage Facilities o Gas Stations (.no car wash/auto repair) o Restaurants/Bars o Grocery Stores (no film developing) o Retail/Wholesale Stores (no auto repair/film developing) o Residential based Businesses o Theaters (Movie/Live) CERTIFICATION STATEMENT I certify that the information above is true and correct to the best of my knowledge. Signature://~ A,)~ Print Name: Vatsala Naageshwaran ,Vice President DATE :, _ ___.:.;1 0~l2::..1~/2=.,,0C!;::22::..__ Facility Contact: Matthew Lyulkin Title: Sr. Director, Operations ENCINA WASTEWATER AUTHORITY 6200 AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Page 2 of2 C cityof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www .ca rlsbadca .gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections . .... ,.......--=------------....--....,..,.-----------------.....-----~--=---....... --, Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: CBC2022-0185 BP No.: Qffi,2Q 22-()\~ S- 2820 Loker Avenue East Absoprtion Systems 3911 Sorrento Valley Blvd, Suite 120, San Diego, Ca 92121 858.500.4618 Contact Email: ndean@waremalcomb.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Nathan A. Dean Ware Malcomb (as above) Contact Phone: 858.500.4618 Contact Email: ndean@waremalcomb.com Applicant Signature: _________ i:!_"'l._r _.,,_t;1i~_~_.~_,'::' ____ Date: 7/12/2022 B-50 Page 1 of 7 Revised 04/21 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. Building Permit Valuation (BPV) $ breakdown _______ _ Construction Type D Residential D New construction D Additions and alterations: D BPV < $60,000 D BPV ~ $60,000 D Electrical service panel upgrade only D BPV ~ $200,000 Ii] Nonresidential D New construction ""' Alterations: D BPV ~ $200,000 or additions ~ 1,000 square feet ""' BPV~ $1 ,000,000 D ~ 2,000 sq. ft. new roof addition Checklist Item Complete Sectlon(s) Notes: A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A*, 3A*, 1B, 2B, *Includes detached, newly constructed ADU 4A*, 3B, 4A N/A N/A All residential additions and alterations 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages only. *Multi-family dwellings only where interior finishes are removed 1A, 4A* 1B, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1 B, 2B, 3B, 4B and 5 1B, 5 18,2B,5 Building alterations of~ 75% existing gross floor area 2B,5 1 B also applies if BPV ~ $200,000 Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calcuations and doCllnentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18.30.190,and the California Green Building Standards Code (CAL Green) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A D Residentialadditionoralteration=!:$60,000buildingpermitvaluation. □ N/A _________ _ Details of selection chosen belowmustbe placed on the plans referencing CMC □ Exception: Home energy score~ 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements □ Before 1978 Select one option: □ Ductsealing □ Attic insulation □Cool roof □ Attic insulation □ 1978 and later Select one option: □ Lighting package □ Water heating Package □ Between1978and1991 Select one option: □ Ductsealing □ Attic insulation □Cool roof □ 1992 and later Select one option: □ Lighting package □ Water heating package Updated 4/1 6/202 1 3 B. [ii Nonresidential* new construction or alterations~ $200,000 building permit valuation, or additions~ 1,000 square feet. See CMC 18.21.155and CALGreen Appendix AS □ N/A AS.203.1 .1 Choose one:□ .1 Outdoor lighting D .2 Restaurant service water heating (CEC 140.5) □ .3 Warehouse dock seal doors. !!!! .4 Daylight design PAFs □ .5 Exhaust air heat recovery □ N/A AS.203.1.2.1 Choose one: D .95 Energy budget (Projects with indoor lighting OR mechanical) !!!! . 90 Energy budget (Projects with indoorlightingAND mechanical) □ N/A AS.211.1 ** l!!!I On-site renewable energy: □ N/A AS.211.3** □ Green power: {If offered by local utility provider, 50% minimum renewable sources) □ N/A Not available AS.212.1 □ Elevators and escalators: (Project with more than one elevatorortwo escalators) □ N/A No Elevator/escalator AS.213.1 D Steel framing: (Provide details on plans for options 1-4 chosen) □ N/A Not affecting envelope * Includes hotels/motels and high-rise residential buildings ** Foralterations.: $1 ,000,000 BPV and affecting> 75% existing gross floor area, OR alterations that add 2,000 squarefeet of new roof addition: comply with CMC 18.30.130 (section 28 below) instead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 3B below(low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc* sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.1 5 x #d.u.) *Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. kWdc Exception □ □ □ □ B. [j] Nonresidential new construction or alterations ~$1,000,000 BPV AND affecting ~75% existing floor area, OR addition that increases roof area by ~2,000 square feet. Please refer to CMC 18.30.130 when completing this section. *Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: D Gross Floor Area (GFA)Method GFA: 63 786 □ If< 1 O,OOOs.f. Enter: 5 kWdc Min. System Size: 96 I!!!! If 2!: 1 O,OOOs.f. calculate: 15 kWdc x (GFA/10,000) ** kWdc **Round building size fa ctor to nearest tenth, and round system size to nearest whole number. Updated 4/16/202 I 4 □ Time-Dependent Valuation Method Annual TDV Energy use:*** ______ x .80= Min. system size: ______ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. D Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. □ For systems serving individual dwelling units choose one system: □ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CMC 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: D For systems serving multiple dwelling units, install a central water-heating system with ALL of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Recovered energy □ Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction □ Exception: 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. Updated 4/ 16/2 I 5 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : _____________ _ □ Multi-familyresidential· □ Exception • Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" Calculations: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" *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. *ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. 8. D Nonresidential new construction (includes hotels/motels) D Exception : ____________ _ Please refer to CMC 18.21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 andover 1 O percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready'' or "Capable" Updated 4/16/2021 6 5. D Transportation Demand Management (TDM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determinewhetheror noryourpermitrequiresa TOM plan. lfTDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. EmpADT/ 1000 s.f.1 Office (all}2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1 ()lhEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample calcvlatjons; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and l 1dL. E>igital\9~\gl{ee~oved TOM plan is a condition of permit issuance. Nathan A. Dean / / ApplicantSignature:_____ Date: 2022.07.12 Date: 7 12 2022 --i-5':'57. 06-0 I 00 Person other than Applicant to be contacted for TDM compliance (if applicable): N (p . t d) Cynthia Cuellar ame nn e : ___________________ _ iSi-427-05'93 Phone Number: ____ --=aa..... E .!Add CCuellar@sd.absorption.com ma1 ress: ___________________ _ Updated 4/16/2021 7 Building Permit Finaled Revision Permit Print Date: 12/06/2023 Job Address: 2820 LOKER AVE E, CARLSBAD, CA 92010-6608 Permit No: Status: ('cityof Carlsbad PREV2023-0074 Closed -Fina led Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel #: 2090831500 Track#: Applied: 05/02/2023 Valuation: $0.00 Lot#: Issued: 07/11/2023 Occupancy Group: B/F-1/S-1 Project#: DEV2022-0135 Finaled Close Out: 09/06/2023 #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Occupant Load: Code Edition: 2019 Sprinkled: Yes Project Title: ABSORPTION SYSTEMS Construction Type:11I -B Orig. Plan Check#: CBC2022-0185 Plan Check#: Final Inspection: INSPECTOR: Description: ABSORPTION SYSTEMS: COM-Tl (63,786 SF) PHASE II-SHELL TO OFFICE/WAREHOUSEREVOME ON-SITE SEWER AND WATER FROM CIVIL PUBLIC IMPROVEMENTS AND ADDED TO BUILDING PERMIT DRAWINGS, DOOR W HICNGAND PAINT FINISH UPDATES. Applicant: WARE MALCOMB ARCHITECTS NATHAN DEAN 3911 SORRENTO VALLEY BLVD, # STE 120 SAN DIEGO, CA 92121-1456 (858) 638-7277 FEE BUILDING PLAN CHECK FEE (manual) Total Fees: $360.00 Building Division Property Owner: TECHBILT INCOME PROPERTIES INC PO BOX 80036 SAN DIEGO, CA 92138-0036 Total Payments To Date: $360.00 Contractor: THE WHITING TURNER CONTRACTING CO 3911 SORRENTO VALLEY BLVD, # STE 100 SAN DIEGO, CA 92121-1457 (858) 792-0600 Balance Due: AMOUNT $360.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov , ••• ( City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 FaradayAvenue 442-339-2719 www.carlsbadca.gov Original Plan Check Number PREv2023.001s Plan Revision Number ~ Zo 1-3-00 7'{ Project Address 2820 LOKER AVE. EAST, CARLSBAD, CA 92010 General Scope of Revision/Deferred Submittal: DEL TA 5 -PLAN CHANGE #3, REVISIONS FROM PERMITTED SET. INCLUDES CITY OF CARLSBAD REQUEST TO REMOVE ON-SITE SEWER AND WATER FROM CIVIL PUBLIC IMPROVEMENTS AND ADDED TO BUILDING PERMIT DRAWINGS, DOOR SWING UPDATES, AND PAINT FINISH UPDATES'-. _______________ _ CONTACT INFORMATION: Name NATHAN DEAN -WARE MALCOMB ARCHITECTS Phone 858-5oo-461a Fax,___ __ _ Address 3911 soRRENTO VALLEY BLvD. suITE 120 _______ _ City SAN DIEGO Zip 92121 Email Address NDEAN wAREMALCOMB.coM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. (~ Elements revised: 121 Plans D Calculations D Soils D Energy D Other ,..,_. 2. 3. cl:'·~ ~ Ii -, Describe revisions in detail List page/s) where each k "'.- --"'<,r,."t-_ll revision is shown •· ,iJ:.,. --P, EASE REFER TO REVISIONS SUMMARY ON NEXT SHEET, WITH LINE ITEM PER SHEET. l . ~E CHANGES INCLUDE A CLOUD AND DEL TA INDICATOR ON PLANS. [\' ,"~,: ;.. . '[ ELTA 5 HAS BEEN INDICATED FOR EACH PERTAINING SHEET. 4. Does this revision, in any way, alter the exterior of the project? D Yes IZ! No 5. Does this revision add ANY new floor area(s)? D Yes b2J No 6. Does this revision affect any fire related issues? D Yes b2J No 7. Is this a complete set? [;a Yes@ £$'Signature C ),,.i '.J). -==--Date 51112023 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 442-339-2719 Email: building@carlsbadca.gov www.carlsbadca.gov May 30,2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Commercial Revision Address: 2820 Loker Ave Applicant Name: Nathan Dean Applicant Email: ndean@waremalcomb.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: B Occupant Load: N/ A Type of Construction: IU-B Sprinklers: Yes Stories: 2 Area of Work (sq. ft.): NIA sq. ft. The plans have been reviewed for coordination with the pern1it application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, 1rue North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Permit No: PREV2023-0074 True North No.: 23-018-358 True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. Drawings: One (1) copy dated May 23, 2023, by Ware Malcomb. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: 1. This project is Hourly. Please charge the applicant the following hours of plan review. Review No. Hourly Rate Hours True North Compliance Services, Inc. 15375 Barranca Pkwy, Suite A202, Irvine, CA 92618 T / 562. 733.8030 Total Building Permit Finaled Revision Permit Print Date: 12/06/2023 Job Address: 2820 LOKER AVE E, CARLSBAD, CA 92010-6608 Permit No: Status: (cityof Carlsbad PREV2023-0018 Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: 2090831500 Track#: Applied: 02/24/2023 Valuation: $0.00 Lot#: Issued: 04/12/2023 Occupancy Group: B/F-1/S-1 Project#: DEV2022-0135 Finaled Close Out: 09/06/2023 #of Dwelling Units: Plan #: Bedrooms: Bathrooms: Occupant Load: Code Edition: 2019 Sprinkled: Yes Project Title: ABSORPTION SYSTEMS Construction Type:I11-B Orig. Plan Check#: CBC2022-0185 Plan Check #: Final Inspection: INSPECTOR: Description: ABSORPTION SYSTEMS: DELTA 4 PLAN CHANGE TO MECH YARD EXP, ELEC, HVAC Applicant: WARE MALCOMB ARCHITECTS NATHAN DEAN 3911 SORRENTO VALLEY BLVD, # STE 120 SAN DIEGO, CA 92121-1456 (858) 638-7277 FEE BUILDING PLAN CHECK FEE (manual) Property Owner: TECH Bl LT INCOME PROPERTIES INC PO BOX 80036 SAN DIEGO, CA 92138-0036 FIRE Plan Review {per hr -Regular Office Hours) Total Fees: $720.00 Total Payments To Date: $720.00 Building Division Contractor: THE WHITING TURNER CON.TRACTING CO 3911 SORRENTO VALLEY BLVD, # STE 100 SAN DIEGO, CA 92121-1457 (858) 792-0600 Balance Due: AMOUNT $480.00 $240.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov { City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION Development Services Building Division 1635 FaradayAvenue 442-339-2719 www.carlsbadca.gov B-15 , Original Plan Check Number cBc2022-01as I PRE2022-01s6 Plan Revision Number PR.£)(3)2.o-(X)ff) Proj ect Address 2820 LOKER AVE. EAST, CARLSBAD, cA 92010 General Scope of Revision/Deferred Submittal: DEL TA 4 -PLAN CHANGE #2, REvIs1ONs FROM PERMITTED SET. INCLUDE CHANGES MADE DUE TO COORDINATION ITEMS FOR MECHANICAL YARD EXPANSION ELECTRICAL, AND HVAC. CONTACT INFORMATION: Name NATHAN DEAN -WAREMALCOMB ARCHITECTS Phone ~85=8~-5~00~-4~6~18~----Fax,._ _________ _ Address 3911 SORRENTO VALLEY BLVD SUITE 120 City SAN DIEGO Zip a2121 Email Address NDEAN@WAREMALCOMB.COM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: QI Plans D Calculations D Soils D Energy D Other 2. Describe revisions in detail PLEASE REFER TO REVISIONS SUMMARY ON NEXT SHEETS, WITH LINE ITEM PER SHEET. THE CHANGES INCLUDE A CLOUD AND DELTA INDICATOR ON PLANS. DELTA 4 HAS BEEN INDICATED FOR EACH PERTAINING SHEET. 4. 5. Does this revision, in any way, alter the exteri or of the project? Does this revision add ANY new floor area(s)? 6. Does this revision affect an fire related issu es? 7 . 0 No D Yes D Yes (.,\ \:, D Yes ~ No ~ No Date 3. List page/s) where each revision is shown [21 No 02/22/2023 1635 Faraday Avenue. Carlsbad, CA 92008 Ph: 442-339-27 19 Email: building@carlsbadca.gov www.carlsbadca.gov J>f~INS IN IJ1l(;J{ True North COMPLIANCE SERVICES March 22, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Penn it No: PREV2023-0018 True North No.: 23-018-151 Carlsbad, CA 92008 Plan Review: Commercial Revision Address: 2820 Loker Ave Applicant Name: Nathan Dean Applicant Email: ndean@waremalcomb.vom OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: B, F-1 , S-2 Occupant Load: NI A Type of Construction: ITI-B Sprinklers: Yes Stories: 2 Area of Work (sq. ft.): NIA sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: See Notes Below Scope of Work: Confirmed Floor Area: See Notes Below 3 1 ' l'.3 Notes: Revision, No valuation or floor area. Attn: Building & Safety Department, True North Compliance Services, inc. has completed the final review of the following documents for the project referenced above on behalfofthe City of Carlsbad: 1. Drawings: One (1) copy dated February I 0, 2023, by Ware Malcomb. 2. Structural Calculations: One (1) copy dated March 7, 2023, by Wiseman+ Rohy. 3. Drawings: One (l) copy d&ioo March 16, 2023, by Ware Malcomb. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Eviergy Code, as applicable, were used as the basis of our review. Please note that our review bas been completed and we have no further comments, however, we bring the following to your attention: 1. This project is Hourly. Please charge the applicant the following hours of plan review. /Tr-..e North Compliance Services, Inc. 15.JJs Barranca Pkwy, Suite A202, Irvine, CA 92618 TI 562.733.8030 I Transmittal Letter March 6, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Commercial Revision Address: 2820 Loker Ave, Carlsbad CA Applicant Name: Nathan Dean Applicant Email: ndean@waremalcomb.com True North '?.r COMPLIANCE SERVICES FIRST REVIEW City Permit No: PREV2023-00 l 8 True North No.: 23-01 8-15 l True North Compliance Services, Inc. has completed the review of the fo llowing documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated February I 0, 2023, by Ware Malcomb. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination w ith the scope of work on the pennit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Scope of Work: Floor Area: See Notes Below Confirmed See Notes Below Notes: Revision, no valuation or floor area. This project is hourly. Please charge the applicant the following hours of plan review. Review# Hours Rate Total I SI 2.5 $120.00 $300 Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Alaa Atassi -Plan Review Engineer True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T / 562.733.8030 Building Permit Finaled Revision Permit Print Date: 12/06/2023 Job Address: 2820 LOKER AVE E, CARLSBAD, CA 92010-6608 Permit No: Status: Ccityof Carlsbad PREV2023-005 7 Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: 2090831500 Track#: Valuation: $0.00 Lot#: Applied: 04/10/2023 Issued: 05/01/2023 Occupancy Group: B/F-1/5-1 Project#: #of Dwelling Units: Plan#: DEV2022-0135 Fina led Close Out: 09/06/2023 Bedrooms: Bathrooms: Occupant Load: Code Edition: 2019 Sprinkled: Yes Project Title: ABSORPTION SYSTEMS Construction Type: 11I-B Orig. Plan Check#: Plan Check #: Final Inspection: INSPECTOR: Description: DEFERRED SUBMITTAL: SIESMIC ANCHORING SUBMITTAL FOR ELECTRICAL EQUIPMENT Applicant: WARE MALCOMB ARCHITECTS NATHAN DEAN 3911 SORRENTO VALLEY BLVD, # STE 120 SAN DIEGO, CA 92121-1456 (858) 638-7277 FEE BUILDING PLAN CHECK FEE (manual) Total Fees: $360.00 Building Division Property Owner: TECHBILT INCOME PROPERTIES INC PO BOX 80036 SAN DIEGO, CA 92138-0036 Total Payments To Date: $360.00 Contractor: THE WHITING TURNER CONTRACTING CO 3911 SORRENTO VALLEY BLVD, # STE 100 SAN DIEGO, CA 92121-1457 (858) 792-0600 Balance Due: AMOUNT $360.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov , . 1r·ue Nortl1 COMPLIA NCE SE RV ICES April 12, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: PREV2023-0057 True North No.: 23-018-276 Carlsbad, CA 92008 Plan Review: Commercial Revision Address: 2820 Loker Ave Applicant Name: Karen Marin Applicant Email: karen@rowanelectric.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: N/ A Occupant Load: NIA Type of Construction: NI A Sprinklers: NI A Stories: NI A Area of Work (sq. ft.): NI A sq. ft. The plans have been reviewed for coordination with the pem1it application. Valuation: See Notes Below Scope of Work: Confirmed Floor Area: See Notes Below Notes: Revision, no floor area or valuation. Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. Drawings: One (1) copy dated July 7, 2022, by Ware Malcomb. 2. Absorption Submittal: One (1) copy dated April 6, 2023, by Rowan Electric. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: 1. This project is Hourly. Please charge the applicant the following hours of plan review. True North Compliance Services, Inc. 15375 Barranca Pkwy, Suite A202, Irvine, CA 92618 T / 562.733.8030 { City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 FaradayAvenue 442-339-2719 www .ca rlsbadca .gov Original Plan Check Number C ~ 1,,1Jl, 7,--0 l ~ Plan Revision Number l> re',J Z.02.~ -C>O'S 7 Project Address i e;i-v l,,o/u { ~ he✓. fo._~+-, Du V 16 ~ ~ a CJ i-JJ ID General Scope of Revision/Deferred Submittal: 5e:-i~rY1 ·, v Ariciio v CJ.4tv ~ bmi 1-W J;lzi V IZdech'.1 ( a.,Q_, 12--~ pi,w;v-I-- Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: D Plans @Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page/s) where each revision is shown si;~Mi V Anihov~ iJl~ls (). yJ rtt1~AA.IcJ-(1;V1S Sl.3 ,SI•"· V -I t-2.,oo , f?l..\ol 4. Does this revision, in any way, alter the exterior of the project? D Yes g'No 5. Does this revision add ANY new floor area(s)? D Yes ~o 6. Does this revision affect any fire related issues? D Yes 0 No 7. 1635 Far ay Avenue, Carlsbad, CA 92008 Ph: 442-339-2719 Email: building@carlsbadca.gov www.carlsbadca.gov Building Permit Finaled Revision Permit Print Date: 10/23/2024 Job Address: 2820 LOKER AVE E, CARLSBAD, CA 92010-6608 Permit No: Status: {city of Carlsbad PREV2022-0156 Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: 2090831500 Track#: Applied: 12/21/2022 Valuation: $0.00 Lot#: Issued: 02/14/2023 Occupancy Group: B/F-1/S-1 Project#: DEV2022-0135 Finaled Close Out: 09/06/2023 #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Occupant Load: Code Edition: 2019 Sprinkled: Yes Project Title: ABSORPTION SYSTEMS Construction Type:III-B Orig. Plan Check #: CBC2022-0185 Plan Check#: Final Inspection: INSPECTOR: Description: ABSORPTION SYSTEMS: DELTA 2 & 3 REVISIONS; WALL LAYOUTS, ELECTRICAL, HVAC AND ROOF TOP UNITS. Applicant: Property Owner: WARE MALCOMB ARCHITECTS NATHAN DEAN TECH Bl LT INCOME PROPERTIES INC PO BOX 80036 3911 SORRENTO VALLEY BLVD, # STE 120 SAN DIEGO, CA 92121-1456 (858) 638-7277 FEE BUILDING PLAN CHECK FEE (manual) SAN DIEGO, CA 92138-0036 (619) 223-1663 BUILDING PLAN CHECK REVISION ADMIN FEE FIRE Haz Mat Storage Chem Class 26-100 Chems FIRE Plan Review (per hr -Regular Office Hours) Total Fees: $2,692.00 Total Payments To Date: Building Division $2,692.00 Contractor: THE WHITING TURNER CONTRACTING CO 3911 SORRENTO VALLEY BLVD, # STE 100 SAN DIEGO, CA 92121-1457 (858) 792-0600 Balance Due: AMOUNT $960.00 $35.00 $1,297.00 $400.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov {'cityof Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 FaradayAvenue 442-339-2719 www.carlsbadca.gov Original Plan Check Number _c_Bc_2_0_22_-0_18_5 ____ _ Plan Revision Number Y e 8J"20-Z.,2.,-()/ sf.o Project Address 2820 LOKER AVE. EAST CARLSBAD CA 92010 General Scope of Revision/Deferred Submittal: DEL TA 2 & 3 REVISIONS FROM PERMITTED SET FOR PHASE 2 INCLUDES CHANGES MADE DUE TO COORDINATION ITEMS FOR WALL LAYOUTS, ELECTRICAL, HVAC, AND ROOF TOP UNITS. CONTACT INFORMATION: Name NATHAN DEAN -WAREMALCOMB ARCHITECTS Phone -"8=58:....:·5=0.::..0-4..:.:6::....:1.::..8 ____ _ Fa,,_ _________ _ Address 3911 SORRENTO VALLEY BLVD, SUITE 120 City SAN DIEGO Zip 92121 Email Address NDEAN@WAREMALCOMB.COM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: !;zl Plans !;zl Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page/sJ where each revision is shown PLEASE REFER TO THE REVISIONS SUMMARY ON NEXT SHEETS, WITH LINE ITEM PER SHEET. THE CHANGES INCLUDE A CLOUD AND DEL TA INDICATOR ON PLANS. DELTAS 2 & 3 HAVE BEEN INDICATED FOR EACH PERTAINING SHEET. SUPPLEMENTAL STRUCTURAL CALCULATIONS. UPDATED HAZMAT REPORT FOR FIRE DEPARTMENT RECORDS. 4. 5. 6. Does this revision, in any way, alter the exterior of the project? Does this revision add ANY new floor area{s)? D Yes Does this revision affect any fire related issues? D Yes 7. Is this a complete set? i;:z] Yes D No ,6Signature ~ D Yes i;zj No ~ No Date 1211912022 0 No 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 442-339-27 19 Email: building@carlsbadca.gov www.cartsbadca.gov 1):ue Nortl1 COMPLIA NCE SERV ICES January 10, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: PREV2022-0156 True North No.: 22-018-544 Carlsbad, CA 92008 Plan Review: Revision Address: 2820 Loker Ave East, Carlsbad, CA Applicant Name: Nathan Dean Applicant Email: ndean@waremalcomb.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: B,F-1 , S-1 Occupant Load: 483 Type of Construction: m-B Sprinklers: Yes Stories: 2 Area of Work (sq. ft.): 63,832 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: I. 2. Drawings: One (1) copy dated December 7, 2022, by Ware Malcomb. Structural Calculations: One (1) copy dated December 8, 2022, by Wiseman & Rohy. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 fBC, UMC, UPC, and 2017 NEC, as amended by the State of California), 2019 California Green Building Standards Code, 2019 California Existing Building Code, and 2019 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: l. This project is Hourly. Please charge the applicant the following hours of plan review. True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 116, Long Beach, CA 90807 T / 562.733.8030