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2827 WHIPTAIL LOOP; ; CBC2022-0228; Permit
Building Permit Finaled Commercial Permit Print Date: 05/08/2024 Job Address: 2827 WHIPTAIL LOOP, Permit Type: BLDG-Commercial Parcel#: 2091202600 Valuation: $616,375.00 Occupancy Group: B/S-1/F-1 #of Dwelling Units: CARLSBAD, CA 92010 Work Class: Track#: Lot#: Project#: Plan#: Tenant Improvement Bedrooms: Bathrooms: Construction Type:VB Orig. Plan Check#: Occupant Load: 0 Plan Check#: Code Edition: 2019 Sprinkled: Yes Project Title: Description: MILIPORE SIGMA PHASE 2A: COM Tl-(12,500 SF) EQUIPMENT AREA Property Owner: FEE BUILDING PLAN CHECK BERDAN WHIPTAIL LLC 2827 WHIPTAIL LOOP CARLSBAD, CA 92010-6713 BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $4,136.23 Total Payments To Date: $4,136.23 Permit No: Status: (city of Carlsbad CBC2022-0228 Closed -Finaled Applied: 06/24/2022 Issued: 08/31/2022 Finaled Close Out: 05/08/2024 Final Inspection: 06/13/2023 INSPECTOR: Kersch, Tim Dreibelbis, Peter Renfro, Chris Balance Due: AMOUNT $1,430.65 $194.00 $98.00 $15.00 $2,201.00 $25.00 $172.58 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. }y~·u are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection ·:lees 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 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 Job Address 2827 Whiptail Loop COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Checke0t::'Z-O'ZZ-~2/3 Est. Value ,I e,, f,,l .$7.S. OD PC Deposit _j ,I/ 'f.~O lbs' Date ~ -'2-lf .-7,.0ZZ- Suite: APN: 209-120-26 -----· Tenant Name#: Millipore Sigma Phase 2A City Permit CP-1 Lot#: 24 Year Built: 2019 ----------- Year Built:. __ _ Occupancy: B-F1+s1 Construction Type:_111 __ Fire sprinklers:(:)YESQ NO A/C:0YES0)NO BRIEF DESCRIPTION OF WORK: Addition of underground plumbing and foundations D Addition/New: ____________ New SF and Use, __________ .New SF and Use ______ SF Deck, _______ SF Patio Cover, SF Other (Specify) ___ _ □Tenant Improvement: IJ-. ~ 0 I} SF, • _____ SF, Existing Use: _______ Proposed Use: ______ _ Existing Use: Proposed Use: ______ _ Ii] Other: Addition of unoccupied equipment platform, misc steel, structural support and underground utilities PRIMARY APPLICANT Name: Tim Seaman Address: P.O. Box 5955 City: Chula Vista Phone: (619)993-8846 State:_c_A __ Zip: 91912 Email: tim@championpermits.com PROPERTY OWNER Name: Millipore Sigma Address: 6211 El Camino Real City: Carlsbad Phone: 858-243-0741 State:_c_A __ Zip: 92009 Email: oliver.castilleja@milliporesigma.com DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: CPCArchitects Business Name:. _________________ _ Address: 3132 Tiger Run Ct. Suite 113 Address: ___________________ _ City: Carlsbad State:_c_A ____ Zip: 92010 City: ________ State:. ___ .Zip: ______ _ Phone: 858-449-3066 Phone: ____________________ _ Email: Jean-Claude@cpcarchitects.com Email: ____________________ _ Architect State License: _c_-3_1_24_0 __________ CSLB License #: ________ Class: _______ _ Carlsbad Business License# (Required): _______ _ APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and Stat aws relating to building construction. NAME (PRINT): _T_im_s_e_a_m_a_n _____ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04/22 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ 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 perjury that I am I icensed under provisions of Chapter 9 ( commencing with Section 7000) of Division 3 of t he Business and Professions Code, and my license is in full f orce and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No .. ____________________________________________ _ -OR- (!] I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: _L_i>eft)' __ "'"-'"_.,_I"'"""""' ___ eo_. ________________ _ Policy No. wc5645445821042 -OR- Expiration Date: _0_310_1_120_2_3 ______________ _ D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name:. _______________________ l ender's Address: _______________________ _ CONTRACTOR CERT/FICA T/ON: 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 plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required ta be altered or removed. The city's approval of the application 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 roads/easements, and utilities. The existing and proposed use of each building os stated is true and correct; all easements and other encumbrances to development have 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 otherwise noted. -r_;-~ I NAME (PRINT): _T_im_M_o_rt ______ SIGNATURE: ___ / ______ DATE: 07 14/2022 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 f ollowing reason: D 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 sa le (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- DI, 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- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM 8-61 "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 Web site: http:Il www.leginfo.ca.gov/calaw.html. OWNER CERT/FICA T/ON: 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/ar additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved far construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans shaw 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 each building as stated is true and correct; all easements and other encumbrances to development have 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 otherwise noted. NAME (PRINT): SIGN: __________ DATE: _____ _ Note: If the person signing above is an authorized agent for the property owner include form 8-62 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 (CBC2022-0228) Permit Type: BLDG-Commercial Application Date: 06/24/2022 Owner: BERDAN WHIPTAIL LLC Work Class: Tenant Improvement Issue Date: 08/31/2022 Subdivision: CARLSBAD TCT NO 97-13-03 CB OAKS NOR Status: Closed -Finaled Expiration Date: 08/28/2023 Address: 2827 WHIPTAIL LOOP IVR Number: 41548 CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Relnspectlon Inspection Date Start Date 09/27/2022 09/27/2022 Status BLDG-21 192681-2022 Partial Pass Chris Renfro Underground/Underflo orPlumblng Checklist Item BLDG-Building Deficiency COMMENTS Partial pass underground plumbing phase 2B 10/12/2022 10/12/2022 BLDG-21 193862-2022 Partial Pass Chris Renfro Underground/Underflo orPlumblng Checklist Item BLDG-Building Deficiency COMMENTS Partial pass underground plumbing drain for revised sprinkler drain 10/21/2022 10/21/2022 BLDG-21 194710-2022 Partial Pass Chris Renfro Underground/Underflo or Plumbing Checklist Item BLDG-Building Deficiency COMMENTS Partial pass underground plumbing double wall containment pipe. Ok to backfill 10/31/2022 10/31/2022 BLDG-11 195333-2022 Partial Pass Chris Renfro Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Patch back work for slab underground utilities. OK to pour 11/02/2022 11/02/2022 BLDG-11 195593-2022 Partial Pass Chris Renfro Foundation/Ftg/Piera (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Patch back work for slab underground utilities. OK to pour 11/07/2022 11/07/2022 BLDG-31 195953-2022 Partial Pass Chris Renfro Wednesday, May 8, 2024 Underground/Conduit • Wiring Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on underground conduit from generator on exterior to SDG&E room partial pass. Re Inspection Incomplete Passed Yes Relnspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Re inspection Incomplete Passed Yes Re Inspection Incomplete Passed Yes Re Inspection Incomplete Passed Yes Page 1 of 3 PERMIT INSPECTION HISTORY for (CBC2022-0228) Permit Type: BLDG-Commercial Application Date: 06/24/2022 Owner: BERDAN WHIPTAIL LLC Work Class: Tenant Improvement Issue Date: 08/31/2022 Subdivision: CARLSBAD TCT NO 97-13-03 CB OAKS NOR Status: Closed -Finaled Expiration Date: 08/28/2023 Address: 2827 WHIPTAIL LOOP IVR Number: 41548 CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Relnspection Inspection Date Start Date Status 11/16/2022 11/16/2022 BLDG-31 196754-2022 Partial Pass Chris Renfro Reinspection Incomplete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on underground conduit Yes completed to generator on exterior to SDG&E room partial pass. 11/17/2022 11/17/2022 BLDG-11 196799-2022 Partial Pass Chris Renfro Reinspection Incomplete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass for generator pad and Yes enclosure. OK to pour 11/22/2022 11/22/2022 BLDG-84 Rough 197158-2022 Partial Pass Tim Kersch Re inspection Incomplete Combo(14,24,3-4,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency IDF room rough combo. Yes BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 12/02/2022 12/02/2022 BLDG-24 Rough!Topout 197833-2022 Partial Pass Tim Kersch Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/13/2022 12/12/2022 BLDG-44 198666-2022 Cancelled Chris Renfro Re inspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency No 12/28/2022 12/28/2022 BLDG-44 199744-2022 Partial Pass Chris Renfro Reinspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof duct sealant inspection on supply and Yes returns see plans for areas inspected 01/13/2023 01/12/2023 BLDG-17 Interior 200712-2023 Cancelled Peter Dreibelbis Re Inspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No Wednesday, May 8, 2024 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBC2022-0228) Application Date: 06/24/2022 Owner: BERDAN WHIPTAIL LLC Permit Type: BLDG-Commercial Work Class: Tenant Improvement Issue Date: 08/31/2022 Subdivision: CARLSBAD TCT NO 97-13-03 CB Status: Closed -Finaled Expiration Date: 08/28/2023 IVR Number: 41548 OAKS NOR Address: 2827 WHIPTAIL LOOP CARLSBAD, CA 92010 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 02/27/2023 02/27/2023 BLDG-31 204272-2023 Partial Pass Chris Renfro Underground/Conduit • Wiring_ Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS Partial pass on underground conduit completed to generator on exterior to SDG&E room partial pass. TEXT 619-240-6024 Jeff 06/13/2023 06/13/2023 BLDG-Flnal Inspection 214089-2023 Passed Chris Renfro Wednesday, May 8, 2024 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Reinspection Incomplete Passed Yes Created Date 02/27/2023 Passed Yes Yes Yes Yes Yes Complete Page 3 of 3 True North COMPt.lANCI SERVICU August 16, 2022 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: CBC2022-0228 True North No.: 22-018-059 Carlsbad, CA 92008 Plan Review: TI Millipore Sigma 2A Address: 2827 Whiptail Loop, Carlsbad, CA Applicant Name: Tim Seaman Applicant Email: tim@championpermits.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: B/S-1 /F-l Occupant Load: N/A Type of Construction: V-B Sprinklers: Yes Stories: I + Mezzanine Area of Work (sq. ft.): 12,500 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Conftnned Scope of Work: Confu-med Floor Area: Confinned Attn: Building & Safety Department, True North Compliance Services. Inc. has completed the final review of the fo llowing documents for the project referenced above on behalf of the City of Carlsbad: I. Drawings: One (I) copy dated August 5, 2022, by cpc architects. 2. Structural Calculations: One (I) copy dated August 5, 2022, by miyamoto. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 IBC, UMC, UPC, and 2017 NEC, as amended by the State of California), 2019 California Green Building Standards Code, 20 19 Califomia 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. We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Amar Hasenin -Plan Review Engineer True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T / 562.733.8030 July 14, 2022 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Underground Plumbing & Structural Addition Address: 2827 Whiptail Loop, Carlsbad CA Applicant Name: Tim Seaman Applicant Email: tim@championpermits.com Attn: Building Department, _.j True North "/ COMPLIANCE SERVICES FIRST REVIEW City Pennit No: CBC2022-0228 True North No.: 22-018-059 True North Compliance Services, Inc. has completed the first review of the following documents for the project referenced above on behalfof the City of Carlsbad: I. 2. Drawings: Electronic copy dated June 17, 2022, by CPCArchitects. Structural Calculations: Electronic copy dated June 17, 2022, by Miyamoto international. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 !BC, 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 ofour review. Our comments follow on the attached list. RESUBMITT AL INSTRUCTIONS: Deliver THREE corrected sets of plans and TWO corrected calculations/reports directly to the City of Carlsbad Building Division, 1635 Faraday Ave., Carlsbad, CA 92008, (442) 339-2719. The City will route the plans to True North, Planning and Land Development Engineering Departments (if applicable) for continued review. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The City will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. Please call if you have any questions or ifwe can be of further assistance. Sincerely, True North Compliance Services Review By: Jonah Glen -Plans Examiner Structural Review By: Henry Hadidi, PE, SE -Senior Structural Engineer True North Compliance Services1 Inc. 3939 Atlantic Avenue Suite 116, Long Beach, CA 90807 T / 562.733.8030 Underground Plumbing & Structural Addition 2827 Whiptail Loop July 14, 2022 Plan Review Comments OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): GENERAL INFORMATION: B / S-1 / F-1 NIA V-B (Please confirm) Yes I + Mezzanine 12,500 sq. ft. City of Carlsbad-FffiST REVIEW City Permit No.: CBC2022-0228 True North No.: 22-018-059 Page2 A. The following comments are referred to the 2019 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2018 IBC, UMC, UPC, and 2017 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached I ist of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Please be sure to include the architect and engineer's stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. ARCHITECTURAL COMMENTS: A I. The proposed scope of work includes phased underground utility work and structural improvements for future tenant improvement. Please address the following: a) Please clarify the permit number and scope of work for the first phase of the project. b) Please clarify if the first phase work includes plans, detai ls, and specifications to show architectural and accessibility compliance. The comments below assume that these items will be included under the scope of this phase. c) Additional comments may apply upon the resubmittal. A2. Deferred submittals that are not submitted at the time of the application must have the prior approval of the building official. a) The registered design professional in responsible charge shall list the deferred submittals on the construction documents for review by the building official. CBC I 07.3.4.1 b) Documents for deferred submittal items shall be reviewed by the registered design professional in responsible charge who shall forward them to the building official with a notation indicating that they have been reviewed and are in general conformance with the design of the building. CBC 107.3.4.1 A3. Sheet 2827-A0-00 I-PH2B indicates the Type of Construction to be V-B, while the permit application indicates the Type of Construction to be Ill. Please coordinate and revise to match. Underground Plumbing & Structural Addition 2827 Whiptail Loop City of Carlsbad-FffiST REVIEW City Permit No.: CBC2022-0228 True North No.: 22-018-059 Page3 July 14, 2022 A4. Provide an architectural plan to show the location and extent of the work within the building. Include the following: a) Provide a means of egress plan showing, in sufficient detail, the location, construction, size and character of all portions of the means of egress, including the path of exit discharge to the public way. CBC 107.2.3 & CBC Chapter 10. Additional comments may apply. b) identify the function of each room (per CBC Table I 004.1.1 ), the area of each room, the occupant load factor of each room (per CBC Table I 004.1.1 ), and the total number of occupants in each room. Note that rooms with more than 49 occupants require two means of egress. CBC I 02 l .2 c) Revise the plans to identify the location of existing and new fire rated assemblies that include (but not limited) to the following: i) Control area separation. ii) Exit passageways. iii) Shaft enclosures. iv) Supporting construction of fire rated assemblies. CBC 707.5.1, 708.4, and 71 1.2.3. v) Fire-resistance rating of structural members. d) Provide listed firestop penetration details for new pipe and conduit penetrations in the area of work. CBC 714. ACCESSIBILITY COMMENTS: DI. CBC 11 B-202.3 requires that accessibility be provided to the altered spaces. This accessibility shall include the requirements of CBC 11 B-202.4, which entails: a primary entrance, a primary path of travel, sanitary facilities serving the area, a drinking fountain, and signs. Please address the following (Additional comments may apply): a) Show the accessible primary entrance to the building. i) On the site plan, specify the accessible route to be 5% maximum running slope with 2% maximum cross slope per CBC 11 B-403.3. ii) Provide detectable warning where the accessible route crosses or adjoins the vehicular path of travel per CBC 118-247. l.2.5. b) Clarify the primary path of travel to the r'enovated spaces. This space shall be accessible and include elevators, lifts, or ramps. CBC 118-407 c) Show the location of the restrooms serving the area and verify that it meets the requirements of CBC 11 B Division 6. d) Verify the drinking fountains meet the requirements of CBC 118-21 l.l and CBC l lB-602. e) Verify the accessible parking, accessible aisles, ma~kings, signage, etc., complies with CBC 11 B Division 5. t) If the cost of construction not including accessibility upgrades), please provide this information. If this exemption is taken, accessibility upgrades up to 20% of the cost shall be made. The upgrade shall be made with the following priorities: i) The main entrance to the building ii) The primary path of travel (including upgrades to elevator, corridors, doors, etc.) Underground Plumbing & Structural Addition 2827 Whiptail Loop City of Carlsbad-FIRST REVIEW City Permit No.: CBC2022-0228 True North No.: 22-018-059 Page4 July 14, 2022 iii) The accessible restroom. iv) Accessible phones v) Drinking fountains vi) Other elements (such as parking) MECHANICAL COMMENTS: No comments at this time. ELECTRICAL COMMENTS: No comments at this time. PLUMBING COMMENTS: Pl. Provide the following note for the use of recycled water for irrigation: The City of Carlsbad requires the installation of a "bypass tee and associated ball valves" be installed above grade on the main water supply line before it enters the building. Please include the location and specifications for this fitting on the plumbing plans. (The City Engineer has a detail available, Standard drawing W35). P2. Provide penetration and flashing details for new roof penetrations. GREEN BUILDING COMMENTS: G 1. Proposed tenant improvement permit valuation is $200,000 or more. As such, the mandatory measures of the 2019 California Green Building Code apply. CGBSC 301.3. Please address the following: 02. a) Reproduce the nonresidential occupancies application checklist onto the plan sheets. b) Add an additional column to the checklist to indicate where the appropriate requirements are noted within the set of plans. c) The Code sections relevant to the additions and alterations shall only apply to the portions of the building being added or altered with the scope of the permit work. Complete the Waste Management Plan form and incorporate onto the plan set. This form must be completed before plans can be approved. Please find the form in the link provided below. https://www.carlsbadca.gov/home/showpublisheddocument/6709/63 7889967744219164 03. Climate Action Plan requirements apply to all new structures, residential additions/remodels equal to or exceeding $60,000 in valuation, and commercial City of Carlsbad requires that all projects that qualify for CAP compliance wi ll require a completed Climate Action Plan (CAP) Consistency Checklist (city form B- 50) to be completed by the APPLICANT. a) For plans submitted to the City the following Climate Action Plan requirements apply, per Carlsbad ordinance: b) The applicant is to fill out the B-50 CAP Consistency Checklist. The scope of work and project valuation will determine which sections of the CAP are required. Underground Plumbing & Structural Addition 2827 Whiptail Loop July 14, 2022 City of Carlsbad-FIRST REVIEW City Permit No.: CBC2022-0228 True North No.: 22-018-059 Page 5 c) Plan examiners review the B-50 CAP Consistency Checklist for completion. For example: If new residential construction is the scope of work, CAP sections 2A, 3A, and 4A are required to be filled on the B-50 checklist ENERGY COMPLIANCE COMMENTS: Tl. Provide complete Title 24 Certificate of Compliance forms for the following: a) Building envelope. b) Interior lighting. STRUCTURAL COMMENTS: Plans: S 1. Detail 18/S3-101-PH2A: Provide calculations for the gate support pole footing. S2. Detail 14/S3-101-PH2A: Provide calculations for the connection of the yard fence to the concrete wall. S3. Detail 16/S3-l 0l -PH2A: Provide details for the seismic anchorage of the equipment to the existing pad. S4. Detail 15/S3-l 0 I-PH2A: Provide calculations for the seismic anchorage of the generator. S5. Detail 20/S3-101-PH2A: Provide calculations for the mechanical yard fence wall and its footing. S6. Sheet S3-102-PH2A: Provide calculations for the pipe supports, conduit support and duct support shown on this sheet. S7. Details 9/S5-1 00-PH2A and 11/S5-I 00-PH2A: Provide calculations for the generator conduit support. S8. Detail 9/S5-100-PH2A: Provide details for the connection of the conduit support posts at the base. S9. Detail 1/S8-005-PH2A: Provide calculations for the cantilever steel framing shown on this detail. S 10. Detail 14/S8-006-PH2A: Provide calculations for the connection of the conduit support to the existing concrete wall. S 11. Detail I 2/S8-006-PH2A: Delete details that are marked as "ON HOLD". lf you have any questions regarding the above nonstructural comments, please contact Jonah Glen via email jonahg@tncservices.com, or telephone (5 I 0) 415-6942. For structural comments, please contact Henry Hadidi via email henryh@tncservices.com or telephone (562) 733-8030. [END] • 3 -'< m Structural Calculations for Millipore Sigma COMO -PH2A 3 0 ,.. 0 2827 Whiptail Loop W. Carlsbad, CA 92010 Plan Check Submittal Ml2210066.00 June 17, 2022 Cl 2019 Miyamoto International. Inc .. A.II rights reserved. Thia document or any part thereof must not be repr1 CBC2022-0228 2827 WHIPTAIL LOOP > 1--0 • MILIPORE SIGMA PHASE 2A: COM Tl-(12,500 SF) EQUIPMENT AREA 2091202600 6/24/2022 CBC2022-0228 Millipore Sigma PH2A 1. Basis of Design 2. Loading 2.1 Seismic Loads 2.2 Wind Loads 3. Unit Anchorage TABLE OF CONTENTS 4. Viewing Area Calculations Ml2210066.00 © 2021 Miyamoto International, Inc. Millipore Sigma PH2A Ml2210066.00 1. BASIS OF DESIGN © 2021 Miyamoto International, Inc. Millipore Sigma PH2A 2827 Whiptail Loop W. Carlsbad, CA 92010 STRUCTURAL BASIS OF DESIGN PROJECT DESCRIPTION AND SCOPE Project Scope Ml2210066.00 06/17/2022 New process equipment anchorage on ground floor of existing building, new viewing area enclosure over existing 2nd floor mezzanine level, new conduit routing around perimeter walls of building. Additional items are marked as "On Hold" will be part of future project phases. Existing Building Description 2827 Whiptail Loop Building Existing Concrete Panel Building with Panelized Wood Roof, Supported by Steel Web Trusses, Interior Steel Columns, and separate interior mezzanine level(s). Year Constructed: 2015 Building Location 2827 Whiptail Loop W. Carlsbad, CA 92010 Latitude: 33.1431843 Longitude: -117.2550607 APPLICATION OF CODE IN DESIGN The building's design will be based on the 2019 California Building Code (CBC). The structural calculations will consist of the following approach: Codes and Standards • 2019 California Building Code (CBC), Title 24 part 10 with all amendments • 2019 California Existing Building Code (CEBC), Title 24 part 10, with all amendments • Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-16) • Building Code Requirements for Structural Concrete (ACI 318-14) • Specification for Structural Steel Buildings (ANSI/AISC 360-16) • Structural Welding Code -Steel (AWS D1.1-15, Dl.8-16) • North American Specification for the Design of Cold Formed Steel Structural Members (AISI Sl00-16 • National Design Specification for Wood Construction with Commentary (NDS-2018) Page 1 of 3 Millipore Sigma PH2A 2827 Whiptail Loop W. Carlsbad, CA 92010 STRUCTURAL BASIS OF DESIGN Permit Info Authority Having Jurisdiction: Structural Engineer of Record: License Number: Gravity Systems City of San Diego William F. Schell California, #4529 Ml2210066.00 06/17/2022 • The gravity systems and elements are evaluated and/or designed based on the loading prescribed in ASCE 7-16. • Occupancy Live Load (CCR Title 24, Table 1607.1): Description Distributed Reducible? Point Live Partition Live (psf) Load (lbs.) Load (psf) Roof 20 Yes 0 0 Floor (E) Mezzanine 65 Yes 0 15 Lateral System • The building lateral force resisting system (LFRS) and all components will be designed for the critical effects of either seismic or wind forces. • Seismic Design Parameters are: • Site Class C • Ss = 0.929g Sos = 0.743g • 51 =0.341g • Equipment Anchorage per Chapter 13 Page 2 of 3 Millipore Sigma PH2A 2827 Whiptail Loop W. Carlsbad, CA 92010 Ml2210066.00 06/17/2022 STRUCTURAL BASIS OF DESIGN MATERIAL SPECIFICAT I ONS AND STRENGTHS Reinforcing Steel • ASTM A615 -GR 60 or A706 • ASTM A706 -GR 60 • ASTM A1064 Structural Steel • All Wide Flange Sections: • Pipe: • Hollow Structural Sections {HSS): • Angles/Channels/Tees: • Plates: • Anchor Bolts in Concrete: • Machine Bolts (MB): • High Strength Bolts: • Welding Electrodes: Cold Formed Steel Studs • 18 GA (43 Mils) or thinner: • 16 GA (54 Mils) and thicker: Unless noted otherwise Welded Rebar, Threaded Rebar, lateral element Welded Wire Fabric ASTM -A992 ASTM -A53 Type E or S, Gr B ASTM -AS00/Gr C or A1085 ASTM -A36 ASTM -A36, or ASTM -A572, Gr 50 ASTM -F1554, Gr 55 ASTM -A307 ASTM -A325 Type N ASTM -E70xx -Structural Steel ASTM -E80xx -Rebar-to-Steel ASTM -E90xx -Rebar-to-Rebar ASTM A1003 Grade 33 (FY= 33 ksi) ASTM A1003 Grade 50 (FY = 50 ksi) Page 3 of 3 Millipore Sigma PH2A Ml2210066.00 2. LOADING © 2021 Miyamoto International, Inc. Millipore Sigma PH2A Ml2210066.00 2.1 SEISMIC LOADS © 2021 Miyamoto International, Inc. -···-··-···--V Palm Springs J, o N; • L\TC Hazards by Long,Beach 01\nahefm I Q ~ Irvine Ci Palm Desert 0 Search Information Address: 2827Whi Coordinates: 33.1431 Elevation: 388 ft Ca1alina Island Es~ential F.lsh Habitat. .. Timestamp: 2022-06-1 Hazard Type: Seismic Reference ASCE?-1 60 gle Document: Risk Category: II Site Class: C MCER Horizontal R Sa(g) 1.00 0.80 0.60 0.40 0.20 0.00 0.00 0 2 4 6 8 Period (s) 0 Basic Parameters Name Value Description Ss 0.929 MCER ground motion (period=0.2s) S1 0.341 MCER ground motion (period=1.0s) SMs 1.114 Site-modified spectral acceleration value SM1 0.512 Site-modified spectral acceleration value Sos 0.743 Numeric seismic design value at 0.2s SA So1 0.341 Numeric seismic design value at 1.0s SA ..-Additional Information Name soc Value D 1.2 1.5 Description Seismic design category Site amplification factor at 0.2s Site amplification factor at 1.0s 0 • 2 J Terriecula Q 0 La Quinta Borrego SprJ,ngs 388 ft Carl~· Cleveland Anza,Borr&go National Forest Desert 4 State Park San Dieao " -0 "Map data ©2022 Google, INEGI 0 Cllula VistL--., rtii ,_.o Tecate ~ La Run Tijuana 0 Rosarlto 6 ( 8 Period (s) CRs 0.909 Coefficient of risk (0.2s) CR1 0.917 Coefficient of risk ( 1. Os) PGA 0.403 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.484 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 0.929 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.021 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value (0.2s) S1RT 0.341 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.372 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.5 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Millipore Sigma PH2A Ml2210066.00 2.2 WIND LOADS © 2021 Miyamoto International, Inc. 10/20/21, 8:54 AM V Palm Sprlngs 0 l\TC Hazards Long Beach 0 Anaheim 0 Irvine 0 Palm Desert 0 • 0 La Quinta Search lnformati<l Address: 2827 USA Coordinates: 33.14 Elevation: 388 ft Timestamp: 2021 Hazard Type: Wind Catalina Island Essential Flsh Habftat. Temecula 0 San DieQo O Map data ©2021 Google, INEGI ASCE 7-16 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year 82 mph MRI 100-Year Risk Category I 89 mph Risk Category I Risk Category II 96 mph Risk Category II Risk Category 111 102 mph Risk Category Ill-IV Risk Category IV 107 mph 91 mph 100 mph 110 mph 115 mph 0 Chula Vista 0 Tijuana 0 Rosarito The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of thi!'. wP.hsitP. nnP.s nnt imnlv ;mnrnv~I hv thP. nnvP.rninn h11ilninn r.nnP. hnniP.s rP.snnn!'.ihlP. fnr h11ilninn r.nnP. ~nnrnv~I ~nn intP.rnrP.t~tinn fnr thP. La R https://hazards.atcouncil.org/#/wind?lat=33.1431843&1ng=-117.2550607&address=2827 Whiptail Loop W%2C Carlsbad%2C CA 92010%2C USA 1/2 Millipore Sigma PH2A Ml2210066.00 3. UNIT ANCHORAGE © 2021 Miyamoto International, Inc. m1yamoto. Project: Millipore Sigma CDMO -PH2A Project No: Ml2210066.00 EQUIPMENT ANCHORAGE CALCULATIONS -15T FLOOR 0 ----l r-r 5'-7" IT-6" I [u MIXER 7,500# MAX WT @ EQUIPMENT PADS PER SCHED SHEET S3-103, TYP. (TOP OF PAD FLUSH WITH SLAB) Sheet No: ___ _ Cale. By: _M_JI ___ Date: ---- Chk. By: Date: ---- ~ (E) 6" SLAB ON GRADE WI #4@ 18"0C E/W@ CENTER OF SLAB OVER 4" STAND ' PARTIAL FOUNDATION PLAN -AREA 3, PHASE 2A 1/8" = 1'-0" m I Yam Oto Project: Milli ore Sigma Phase 2 Sheet No. e Project No: MI2210066.00 Cale. By: MJI Date: Chk. By: Date: 6/17/22 Equipment Anchora2e Forces (Floor-or Roof-Mounted): ASCE 7-16 2000LMixer Notes • References below are for ASCE 7-1 6 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Seismic Design Force Variables (Sec. 13.1) Component Amplification Factor Component Response Modification Factor Spectral Response Acceleration at short periods Component Importance Factor ap = RP = 1.00 (Tables 13.5-1 or 13.6-1) 2.50 (Tables 13.5-1 or 13.6-1) Height in Structure of Point of Attachment of Component Average Roof Height of Structure Overstrength Factor Component Operating Weight Anchored to Concrete Equipment Geometry and Anchorage Information Center of gravity EB Anchor point, TYP Sos= Ip = z = h = n = 0. 743 g (Eq. 11.4-3) 1.00 (Sec 13.1.3) 0.0 ft 30.0 ft ·2.0 7,500 lbs, WP = Yes l:,ongitudinal Dimension Transverse Dimension 7500 lbs a = 74.0 in b= 74.0 in 75.5 in Height to Center of Gravity Number of Anchors, Trans. Side Number of Anchors, Long. Side Total Number of Anchor Points c = nl = n2 = N = nl x n2 = 2 (figure: n I = 2) 2 (figure: n2 = 3) 4 Plan Anchorage Pattern's Moment of Inertia About Transverse Axis Anchorage Pattern's Moment of Inertia l = N b2 = XY 4 Longitudinal Elevation Transverse Elevation Horizontal and Vertical Seismic Design Forces F, = o 4(ff' (1+21)= FPm;, = 0.3SDSf pWp = About Longitudinal Axis Critical Loading Angle 0.1 19 WP 0.223 WP 1.1 89 WP Govemin horizontal seismic desi force coefficient = 0.223 Horizontal Seismic Design Force w/ n F 3344 lbs Vertical Seismic Design Force w/ n F v = 0.2S05W 2229 lbs ( / *a) B = tan_, _>_~· -= I,,* b (Eq. 13.3-1) (Eq. 13.3-3) (Eq. 13.3-2) (Sec 13.3.1) Fir-or Rf-Mounted, Rect Sejsmjc Governs 5476 in2 5476 in2 0.785 radians 45.0 degrees CONTINUED >» m I Yam Oto Project: Milli ore Sigma Phase 2 Sheet No. • Project No: M12210066.00 Cale. By: MJI Date: Chk. By: Date: Equipment Anchorage Forces (Floor-or Roof-Mounted): ASCE 7-16 2000LMixer Notes • References below are for ASCE 7-16 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Reactions with Non-Orthogonal Loading at Worst-Case Angle 0 0 0 Maximum compression Maximum tension Reactions with Loading in the Longitudinal Direction ( e = 90 °) Maximum tension Maximum compression Reactions with Loading in the Transverse Direction (0 = 0°) FP 0 r Results Summary Maximum compression Maximum tension F vmax F * c* a T =~P __ _ max 21 xx C = FP * c * a + I .2WP + FP. = nux 2Jxx N V max = _F~"-= n 1 * n 2 0.9W,, -F,,. -----= N V max = n 1 * n 2 6/17/22 1282 lbs 5219 lbs 836 lbs 575 lbs 4513 lbs 836 lbs 575 lbs 4513 lbs 836 lbs Maximum tension at anchor point= 1282 lbs (Governing load case: non-orthogonal) Maximum compression at anchor point= Maximum shear at anchor point = Anchor Bolt Design (LRFD) Tension Service Load per Bolt Shear Service Load per Bolt T = 1282 lbs V = 836 lbs 5219 lbs (Governing load case: non-orthogonal) 836 lbs (Same value for all load cases) m I Yam Oto Project: Milli ore Sigma Phase 2 • Pro·ect No: M12210066.00 Cale. By: Chk. By: Equipment Anchorage Forces {Floor-or Roof-Mounted): ASCE 7-16 2000L Mixer Notes • References below are for ASCE 7-16 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Bolt Diameter D = 0.625 in Nominal Tensile Stress Fn, = 56.25 ksi Table J3.2 Nominal Shear Stress Fnv = 42.23 ksi Table J3.2 Factored Allowable Tension Load re <t>Tn = 12.9 k ( t Factored Allowable Shear Load <t>Yn = 9.7 k O"- Interaction Allowable Loads T/<pTn + V/<pVn = 0.19 Sheet No. MJI Date: Date: (4) 5/S"s F1554 Gr. 55 Threaded Rods 6/17/22 m I Yam Oto Pro· ect: Millipore Sigma Phase 2 Sheet No. e Project No: Ml2110296.00 Cale. By: MJI Date: Chk. By: Date: 6/17/22 Equipment Anchorage Forces (Floor-or Roof-Mounted): ASCE 7-16 2000L Reactor Notes • References below are for ASCE 7-16 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Seismic Design Force Variables (Sec. 13.1) Component Amplification Factor Component Response Modification Factor Spectral Response Acceleration at short periods Component Importance Factor Height in Structure of Point of Attachment of Component Average Roof Height of Structure Overstrength Factor Component Operating Weight Anchored to Concrete Equipment Geometry and Anchorage Information Plan a Longitudinal Elevation Center of gravity Anchor point, TYP Transverse Elevation Horizontal and Vertical Seismic Design Forces 0.4a PS DSw p ( z) F,= (~:) 1+2,;= F = 0.3S 05/PW P = Pmro 3i,= 1.00 (Tables 13.5-1 or 13 .6-1) ~= 2.50 (Tables 13.5-1 or 13.6-1) Sos= 0.743 g (Eq. 11.4-3) I = p 1.00 (Sec 13.1.3) z = 0.0 ft h = 30.0 ft Q = 2.0 8,500 lbs, WP= 8500 lbs Yes Longitudinal Dimension Transverse Dimension a = 88.0 in Height to Center of Gravity Number of Anchors, Trans. Side Number of Anchors, Long. Side Total Number of Anchor Points Anchorage Pattern's Moment of Inertia About Transverse Axis b= 75.0 in c = 69.0 in n I = 2 (figure: n I = 2) n2 = 2 (figure: n2 = 3) N =nl x n2 = 4 I = N(N+2) a 2 = xx I2(N -2) 7744 in2 N 2 Anchorage Pattern's Moment oflnertia I = -b = l'.Y 4 5625 in2 About Longitudinal Axis Critical Loading Angle 0.119 WP 0 '(!.,.•a ) = tan -/~, * b = (Eq. 13.3-1) (Eq. 13.3-3) (Eq. 13.3-2) 0.706 radians 40.4 degrees Governin horizontal seismic desi force coefficient = 0.223 WP 1.1 89 WP 0.223 Horizontal Seismic Design Force w/ n F 3789 lbs Vertical Seismic Design Force w/ n F .=0.2S0sW 2526 lbs (Sec 13.3.1) CONTINUED >» mlyamoto Pro·ect: MilliporeSi maPhase2 SheetNo. • Project No: Ml2110296.00 Cale. By: MJl Date: Chk. By: Date: Equipment Anchorage Forces (Floor-or Roof-Mounted): ASCE 7-16 2000L Reactor Notes • References below are for ASCE 7-16 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Reactions with Non-Orthogonal Loading at Worst-Case Angle 0 Maximum compression ----;:::;---;::::----r--Maximum (Q'. 0 0 tension .... _,,1 cm,x = Fp cos0• C* b + Fp sin 0* C* a+ l .2Wp + FP. = 21."Y 21 xx N Reactions with Loading in the Longitudinal Direction ( 0 = 90 °) Maximum tension Maximum compression EB Reactions with Loading in the Transverse Directio11 (0 = 0°) F v mu F *C*G T =~P __ _ max 2 f _,x FP * c* a l.2WP + FP C =~--+ • l1\IX 21.u N F V max = ----'--n I * n 2 Maximum compression Maximum tension F *C*b T = P max O.9WP-FP. 2/)'Y N r F * c * b 1.2W + F C = p + p P. ~x 2/ N yy F v mu = nl•112 Results Summary = = = 6/17/22 1009 lbs 5472 lbs 947 lbs 205 lbs 4667 lbs 947 lbs 462 lbs 4925 lbs 947 lbs Maximum tension at anchor point= 1009 lbs (Governing load case: non-orthogonal) Maximum compression at anchor point = Maximum shear at anchor point = Anchor Bolt Design (LRFD) Tension Service Load per Bolt Shear Service Load per Bolt T = 1009 lbs V = 947 lbs 5472 lbs (GoveminR load case: non-orthoRonal) 947 lbs (Same value for all load cases) m I Yam Oto Project: Millipore Sigma Phase 2 Sheet No. e Project No: Ml2110296.00 Cale. By: MJI Date: Chk. By: Date: Equipment Anchoraee Forces {Floor-or Roof-Mounted): ASCE 7-16 WOOL Reactor Notes • References below are for ASCE 7-16 except as noted • Values shown are at Strength Design or LRFD level and may be reduced for ASD Bolt Diameter D = 0.625 in Nominal Tensile Stress Fn, = 56.25 ksi Table 13.2 Nominal Shear Stress Fnv = 42.23 ksi Table 13.2 Factored Allowable Tension Load re 4>Tn = 12.9 k ()J,.. Factored Allowable Shear Load 4>Vn= 9.7 k l))... Interaction Allowable Loads T/q>Tn + V/q>Vn = 0.18 (4) 5/8"o FJ554 Gr. 55 Threaded Rods 6/17/22 Millipore Sigma PH2A MI2210066.00 4. VIEWING AREA CALCULATIONS © 2021 Miyamoto International, Inc. m1yamoto. VIEWING AREA STEEL STRUCTURE Project: Millipore Sigma COMO -PH2A Project No: MI221ooss.oo (!}) --- I I'-HSS10x4x1l4 I ' I '-.,_ i ' '-.,. ' '-.,. ' '-.,. " ' / '-.,. / ~ j ~ 5$ I X ;;; / '-.,. ~ / ' / / I I I 0---, I (!}) ~ : / I / I/ / / / / 1~·1114' Sheet No: ---- C&lc. By: _M __ JI ___ Date: ---- Chk. By: ----Date: ---- ---; / I / I / / / / I / : I / ~ : ~ I I ~ I I '-.,. I ' '-.,. I I I ' I I '-.,. I ' I '-.,. I I ' I I I ffi I I Y-2112' ' a I I I I I -- PARTIAL MEZZANINE FRAMING PLAN -AREA 203, PHASE 2A 1/4' = 1·-0· .... ,, "'N11 l/) X '<I" X '<I" Cl) Cl) I 3 Loads: BLC 1, Self Dead Miyamoto International MJI Ml2110296.00 ,, " 'N1 0 2 ~16 4 Window Frame SK-1 Jun 17, 2022 Frame Layout with Member Sizes Fishbowl Walls.r3d Loads: BLC 2, DL ..... , ''N11 Lt) X "¢ X "¢ en en J: 3 Miyamoto International MJI Ml2110296.00 / ''N10 2 4 Window Frame SK-2 Jun 17, 2022 Fishbowl Walls.r3d Loads: BLC 7, Seismic X Miyamoto International Window Frame SK-5 MJI Jun 17, 2022 Ml2110296.00 Fishbowl Walls.r3d LO X '<I" X '<I" Cl) Cl) I Loads: BLC 8, Seismic Z Miyamoto International MJI Ml2110296.00 0.006 ksf Window Frame SK-6 Jun 17, 2022 Fishbowl Walls.r3d I It') ,,, X "' "N11 'q" ksf NS 5 3 AN16 Loads: BLC 5, Pressure X Miyamoto International Window Frame SK-3 MJI Jun 17, 2022 Ml2110296.00 Fishbowl Walls.r3d I() X "'" X "'" Cl) Cl) I Loads: BLC 6, Pressure Z Miyamoto International MJI Ml2110296.00 0.005 ksf ~16 Window Frame SK-4 Jun 17, 2022 Fishbowl Walls.r3d IIIRISA Company Designer Job Nu .. . Model N .. . Miyamoto Inter. .. MJI Ml2210066.00 Checked By : __ ... Window Frame A NEMETSCHEK COMPANY Node Boundary Conditions Node Label X lk/inl Y lk/inl Z lk/inl 1 N3 Reaction Reaction Reaction 2 N4 Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction 4 N1 Reaction Reaction Reaction 5 N11 Reaction Reaction 6 N9 Reaction Reaction 7 N12 Reaction Reaction 8 N10 Reaction Reaction 9 N17 Reaction Reaction Reaction 10 N16 Reaction Reaction Reaction 11 N18 Reaction Reaction Reaction Material De Gr.CRECT T ASOO Gr.C RECT T A992 T Member Primary Data Labell NodeJ NodeSection/Shaoe Tvoe Deslon List Material Desion Rule 1 M1 N4 N12 Post olumr Tube A500 Gr.C REC Tvoical 2 M2 N3 N11 Post olumr Tube A500 Gr.C RECl Tvoical 3 M3 N1 N9 Post Columr Tube A500 Gr.C REC Tvoical 4 M4 N2 N10 Post volumr Tube A500 Gr.C REC Tvoical 5 M5 N7 N8 Beam Beam Tube A500 Gr.C REC Tvoical 6 M6 N8 N6 Beam Beam Tube ASOO Gr.C REC Tvoical 7 M7 N7 N5 Beam Beam Tube A500 Gr.C RECl Tvoical Basic Load Cases BLC Descriotion Cateoorv Y Gravil'I Distributed Area/Member 1 Self Dead DL -1 2 DL DL 3 3 Roof Live RLL 4 Live LL RISA-3D Version 19 [ Fishbowl Walls.r3d ] Page 1 Company Designer Miyamoto Inter ... MJI IIIRISA Job Nu .. . Ml2210066.00 Checked By: __ ... A NEMETSCHEI< COMPANY Model N .. . Window Frame Basic Load Cases (Continued) BLC Description CateQorv Y Gravity Distributed Area(Member 5 Pressure X WLX 4 6 Pressure Z WLZ 2 7 SeismicX ELX 4 8 SeismicZ ELZ 4 9 BLC 5 Transient Area Loads None 92 10 BLC 6 Transient Area Loads None 34 11 BLC 7 Transient Area Loads None 94 12 BLC 8 Transient Area Loads None 94 Load Combinations Descriotion SolveP-DeltaBLCFactor BLC FaetorBLCFaetorBLCFaetorBLCFaetor 1 IBC 16-3 (bl (a Yes y DL 1.2 RLL 1.6 Wll 0.5 2 IBC 16-3 (b) (b Yes y DL 1.2 RLL 1.6 IWLl 0.5 3 IBC 16-3 (bl (e Yes y DL 1.2 RLL 1.6 ~u -0.5 4 IBC 16-3 (b) (d Yes y DL 1.2 RLL 1.6 IWu -0.5 5 IBC 16-3 (d) (a Yes y DL 1.2 WLX 0.5 6 IBC 16-3 (d (b Yes y DL 1.2 WLZ 0.5 7 IBC 16-3 (dl (e Yes y DL 1.2 WLX -0.5 8 IBC 16-3 (d (d Yes y DL 1.2 WLZ -0.5 9 IBC 16-4 (a (a Yes y DL 1.2 WLX 1 LL 0.5 u 1 RLI 0.5 10 IBC 16-4 (a (b Yes y DL 1.2 WLZ 1 LL 0.5 u 1 RLI 0.5 11 IBC 16-4 (a le Yes y DL 1.2 WLX -1 LL 0.5 L! 1 RLL 0.5 12 IBC 16-4 (a 1 (d Yes y DL 1.2 WLZ -1 LL 0.5 u 1 RLL 0.5 13 IBC 16-4 (bl (a Yes y DL 1.2 WLX 1 LL 0.5 u 1 14 IBC 16-4 (b 1 (b Yes y DL 1.2 WLZ 1 LL 0.5 ,-L! 1 15 IBC 16-4 (bl le Yes y DL 1.2 WLX -1 LL 0.5 u 1 16 IBC 16-4 (b) (d Yes y DL 1.2 WLZ -1 LL 0.5 L! 1 17 IBC 16-6 a Yes y DL 0.9 WLX 1 18 IBC 16-6 b Yes y DL 0.9 WLZ 1 19 IBC 16-6 c Yes y DL 0.9 WLX -1 20 IBC 16-6 di Yes y DL 0.9 WLZ -1 21 IBC 16-5 /a\ Yes y DL 1.2 Rho.EL) 1 LL 0.5 LS 1 22 IBC 16-5 /bl Yes y DL 1.2 Rho•Eu 1 LL 0.5 u 1 23 IBC 16-5 (c Yes y DL 1.2 ~ho•Eu -1 LL 0.5 L! 1 24 IBC 16-5 d Yes y DL 1.2 Rho'EL2 -1 LL 0.5 LS 1 25 IBC 16-7 a Yes y DL 0.9 Rho.ED 1 26 IBC 16-7 b Yes y DL 0.9 Rho'EL.2 1 27 IBC 16-7 c Yes y DL 0.9 Rho·Eu -1 RISA-3D Version 19 [ Fishbowl Walls.r3d ] Page2 Company Designer Miyamoto Inter ... MJI IIIRISA A NEMETSCHEK COMPANY Job Nu .. . Model N .. . Ml2210066.00 Checked By : __ ... Window Frame Load Combinations (Continued} Descri lion SotveP-DeltaBLCFactor BLC FactorBLCFactorBLCFactorBLCFactor 28 IBC 16-7 d Yes Y DL 0.9 Rho·E -1 Envelope A/SC 15TH (360-16}: LRFD Member Steel Code Checks ,..,_ Shape r~cl'le<:k -'ft Shear Chedl; Lodft Dir ~•Pnc I\, Nl.l•Pnt 11; ~•Mn Y•V rlt..ft Dhi'Mn Z• '. h(.ft CbEa n 1 M1 HSS4X4X! 0.443 7.96 0.021 0 " ,49.6H 184.5 20.963 20.963 12A1 IH1-1 2 M2 HSS4X4Xl 0.443 7.96< 0.021 0 " 49.6H 184.5 20.963 20.963 tu, IHMI 3 M3 HsS4X4X! 0.179 796< 0.061 ~--\I 49.61€ 184.5 20.963 20.963 u, .. ,.,, 4 M4 HSS4X4X! 0.179 7.96! 0.061 ~-96! y ,: 49.61€ 184.5 20.963 20.963 ~-"" HMI 5 MS HSS10X4X-<4 0.233 9.1&' 0.035 0 " B2.647 '77.6! 30.516 71.25 ,.21 IHMI 6 M6 1M..11t..ct10X4X~ 0.187 15.2! 0.059 15.2' V 118.2 277.6! 30.516 71.25 '23 a-.1-1I 7 M7 H$$10X4X4 0.186 15.2!1>, 0.059 15.2! y 21 118.2~ 277.6~ 30.516 71.25 1.23 H1-11 Envelope Node Displacements Node Label X lin LcY fin LcZ fin LCX Rotation Ired LCY Rotation Ired LCZ Rotation Ired LC 1 N1 ma, 0 2! 0 12! 0 t2l 4.616e-3 2E 3.316e-5 12! 1.697e-5 12: 2 mir 0 2: 0 12: 0 12, -6.019e-3 124 -6.495e-5 123 -1.475e-5 121 3 N2 ma, 0 21 0 12; 0 121 4.616e-3 12E 6.492e-5 121 1.475e-5 2; 4 m1r 0 21 0 121 0 12, -6.019e-3 124 -3.311e-5 127 -1.697e-5 1 5 N3 ""'' 0 ,. 0 12: 0 12: 6.9858-3 12.l 2.401e-3 12, 1.463e-2 2, 6 mir 0 2, 0 12: 0 121 -4.374e-3 12e -2.396e-3 12, -1.038e-2 ,. 7 N4 r,18) 0 21 0 21 0 2l 6.985e-3 12~ 2.396e-3 12, 1.039e-2 21 8 tnir 0 21 0 21 0 121 -4.374e-3 12e -2.401e-3 12, -1.463e-2 1 9 NS rna, 0 2! 0 2! 0.33f ?: 2.459e-3 12; 2.419e-3 121 -1.7038-4 21 10 mir 0 2, 0.001 2, 0.32121 1.562e-3 12e -2.406e-3 2: -2.565e-4 1 11 N6 ma, 0 21 0 210.33t 2; 2.459e-3 12: 2.406e-3 21 2.564e-4 2, 12 mir 0 '1.tl.001 21-0.321 ?I 1.562e-3 12! -2.42e-3 2: 1.7038-4 2! 13 N7 ma, Kl.77:i 21-0.00! 2! J.331 ,. -2.056e-3 121 2.401e-3 " -3.336e-3 21 14 min ~.77, 2, 0.001 2' 0.32 21 -2.904e-3 12, -2.396e-3 2: -4.925e-3 1 15 NS ma, 0.77, 21~.0()f 21 U.331 Zl -2.056e-3 21 2.396e-3 2: 4.925e-3 2, 16 min ~.77: ,~Lll.oo 21-0.32 7F -2.904e-3 ,, -2.401e-3 2, 3.336e-3 2! 17 N9 ma, 0 2! 0 21 0 2l 4.275e-3 ,i 3.948e-4 21 2.396e-5 2! 18 min 0 2, 0.00121 0 2! -5.924e-3 2: -3.268e-4 2i -3.025e-5 12, 19 N10 "''" 0 21 0 ,, 0 " 4.276e-3 21 3.268e-4 2! 3.025e-5 1 20 min 0 27~.001 2, 0 21 -5.924e-3 ,: -3.9478-4 2, -2.396e-5 21 21 N11 ma, 0 121~.00f 2! 0 2E 6.563e-3 2, 2.401e-3 2, 1.374e-2 1 22 min 0 27~.00l 2, 0 2' -4.21e-3 21 -2.396e-3 z; -9.497e-3 121 23 N12 ma, 0 ,~Lll.nnf 21 0 2E 6.563e-3 1, 2.396e-3 z. 9.497e-3 125 RISA-30 Version 19 [ Fishbowl Walls.r3d ] Page 3 IIIRISA Company Designer Job Nu .. . Model N .. . Miyamoto Inter ... MJI Ml2210066.00 Checked By : __ ... Window Frame A NEMETSCHEK COMPANY Envelope Node Displacements (Continued) Node Label X fin LcY lin LcZ fin LCX Rotation !rad LCY Rotation Ired LCZ Rotation !rad' LC 24 rnir 0 r,• Ln.001 121 0 i,, -4.21e-3 12E -2.401e-3 12i -1.374e-2 12: 25 N13 "''" 0.77, 121 0.20< i,,n.56112: -2.056e-3 i2f 2.152e-4 9.916e-5 121 26 mlr 1-o.n: ~· 0.391 I,: 0.551121 -2.904e-3 12, -2.152e-4 11 -9.917e-5 12: 27 N14 ma, 0.43 121 0.13' 11,n_33,12: 2.392e-4 tz, 5.18e-3 1 2.591e-3 ti: 28 rnir ~.431 12:~.18• 11: -0.32' i,, 8.339e-5 lzE -5.18e-3 tz: 1.753e-3 121 29 N15 ""'' I0.431 11-0.13'. ,,. n.33il2: 2.392e-4 tz, 5.18e-3 1 -1.753e-3 12, 30 rnir 0.4 ~: 0.181 1:>:l0.32,121 8.337e-5 t2E -5.18e-3 12: -2.591e-3 b1 31 N16 ma, 0 t2t 0 121 0 12. 0 rll 0 21 0 121 32 min 0 1 0 1 0 1 0 1 0 1 0 1 33 N17 ma, 0 128 0 12e 0 12t 0 ?I 0 2! 0 12t 34 mir 0 1 0 1 0 1 0 1 0 1 0 1 35 N18 ma, 0 121 0 12e 0 121 0 21 0 2! 0 121 36 mir 0 1 0 1 0 1 0 1 0 1 0 1 Warning Log No Data to Print... RISA-3D Version 19 [ Fishbowl Walls.r3d ] Page4 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: 07/28/2022 Business Name: Millipore Sigma Street Address: 2827 Whiptail Loop, Carlsbad, CA 92010 Email Address: michael.naughton@milliporesigma.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK 1YPE OF 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 Dental 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) • Che.mical 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 Manufacturing o Pesticide Manufacturing/ Packaging )( Pharmaceutical Manufacturing (including precursors) o Porcelain Enameling o Power Generation o Print Shop o Research and Development o Rubber Manufacturing o Semiconductor ManufaLturing o Soap/Detergent Manufacturing )( Waste Treatment/Storage New Business? YesONo[Z] SIC Code(s) if known: 2836 Date operation began/will begin: 0 1 2023 Tenant Improvement? Yes[Z]NcQ If yes, briefly describe improvement: _________________ _ Expanding to add additional manufacturing spaces, office, and adding testing laboratory. Description of operations generating wastewater (discharged to sewer, hauled or evaporated}: __________ _ Liquid Cell Culture Media deactivated w/10% Bleach; Lab Pack; RO/WFI Discharge Estimated volume of indust rial wastewater to be discharged (gal/ day): _5_0_0_0 _______________ _ List hazardous wastes generated (type/volume): Caustic (Liquid/50g/Day); Medical Waste (Solid/1 000lbs/mth ); Various Expired Chemicalz disposed as Lab Pack; Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YeslZ] Date: 07/13/22 NoO 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 wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. o Automobile Detailers o Barber/Beauty Shops o Business/Sales Offices o Cleaning Services o Carpet/Upholstery o Childcare Facilities o Churches o Community Centers o Consulting Services o Contractors a Counseling Services o Hotels/Motels (no laundry) o Laundromats o Libraries a Medical Offices (no x-ray developing) a Mortuaries o Museums a Nail Salons a Nursing Homes o Office Buildings (no process flow) a Optical Services o Pest Control Services (no pesticide repackaging for sale) a Educational Services (no auto repair/film developing) o Pet Boarding/Grooming Facilities o Financial Institutions/Services o Fitness Centers a Gas Stations (no car wash/auto repair) o Grocery Stores (no film developing) o Residential based Businesses CERTIFICATION STATEMENT o Postal Services (no car wash/auto repair) a Public Storage Facilities o Restaurants/Bars o Retail/Wholesale Stores (no auto repair/film developing) o Theaters (Movie/Live) I certify that the information above is true and correct to the best of my knowledge. s;goatm, cfl,/4 ~-----· "'"' Name, Oliver Castilleja Faci lity Contact: Oliver Castilleja Title: MS Program Manager ENCINA WASTEWATER AUTHORITY 6200 AVENI DA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinaipa.com Page 2 of2 Building Permit Finaled Revision Permit Print Date: 05/08/2024 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010 Permit No: Status: (cityof Carlsbad PREV2022-0117 Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: 2091202600 Valuation: $0.00 Occupancy Group: B/S-1/F-l #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: O Code Edition: 2019 Sprinkled: Yes Project Title: Track#: Lot#: Project#: Plan#: Const ruction Type:VB Orig. Plan Check#: CBC2022-0228 Plan Check#: Description: MILi PORE SIGMA PHASE 2A: ADD INTERIOR DRAIN FOR FUTURE USE FEE BUILDING PLAN CHECK FEE (manual) Total Fees: $120.00 Building Division Property Owner: BERDAN WHIPTAIL LLC 2827 WHIPTAIL LOOP CARLSBAD, CA 92010-6713 Total Payments To Date: $120.00 Applied: 10/11/2022 Issued: 11/03/2022 Finaled Close Out: 05/08/2024 Final Inspection: INSPECTOR: Balance Due: AMOUNT $120.00 $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 Faraday Avenue 760-602-2719 www .carlsbadca.gov B-15 Original Plan Check Number CBC2022-0228 Project Address 2827 Whiptail Loop W. Plan Revision Number ffi6£ .2.0c.c-0\\ ~ General Scope of Revision/Deferred Submittal: Added Drain for future Use CONTACT INFORMATION: Name Tim Seaman Phone 619-993-8846 ________ Fax.__ _______ _ Address P.O. Box 5955 City Chula Vista Z. 91912 IP----- Email Address tim@championpermits.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Ii] Plans D Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page(s) where each revision is shown Added Drain for future Use 2827-M5-U05 PH2A Updated Sheet Index 2827-A0-000-PH2A Added Construction Change Description 2827-A0-001-PH2A 4. 5. 6. Does this revision, in any way, alter the exterior of the project? D Yes Ii) No Does this revision add ANY new floor area(s)7 D Yes Does this revision affect any fire related issues? D Yes 7. Is this a complete set? D Yes Ii] No ..@'.S"Signature ________________ _ Ii) No 0 No Date 1 0/1 0/2022 1635 Faraday Avenue, Carlsbad, CA 92008 ft): 760-602-2719 ~: 760-602-8558 ~ building@carlsbadca.gov www.carlsbadca.gov lrue North COMPLIANCE SERVICES October 27, 2022 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: PREV2022-0117 True North No.: 22-018-337 Carlsbad, CA 92008 Plan Review: Added Drain Address: 2827 Whiptail Loop, Carlsbad, CA Applicant Name: Tim Seaman Applicant Email: tim@championpermits.com OCCUPANCY AND BUil.J)ING SUMMARY: Occupancy Groups: N/A Occupant Load: NI A Type of Construction: NI A Sprinklers: NI A Stories: NIA 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: Confirmed Notes: Valuation is not specified on application. 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: l. Drawings: One (1) copy dated September 17, 2022, by CPCA Architects. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 IBC, 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: 1. 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 Building Permit Finaled Revision Permit Print Date: 05/08/2024 Job Address: 2827 WHIPTAIL LOOP, CARLSBAD, CA 92010 Permit No: Status: {cityof Carlsbad PREV2023-0021 Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: 2091202600 Track#: Valuation: $0.00 Lot#: Occupancy Group: B/S-1/F-1 Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type:VB Bathrooms: Occupant Load: 0 Orig. Plan Check#: CBC2022-0228 Plan Check#: Code Edition: 2019 Sprinkled: Yes Project Title: Description: MILIPORE SIGMA PHASE 2A: COM Tl-(12,500 SF) EQUIPMENT AREA Applicant: CHAMPION PERMITS TIM SEAMAN 1127 11TH ST IMPERIAL BEACH, CA 91932-2901 (619) 993-8846 FEE BUILDING PLAN CHECK FEE (manual) Property Owner: BERDAN WHIPTAIL LLC 2827 W HIPTAIL LOOP CARLSBAD, CA 92010-6713 BUILDING PLAN CHECK REVISION ADMIN FEE BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) Total Fees: $507.00 Total Payments To Date: Building Division $507.00 Applied: 03/02/2023 Issued: 05/07/2024 Finaled Close Out: 05/08/2024 Final Inspection: INSPECTOR: Balance Due: AMOUNT $180.00 $35.00 $194.00 $98.00 $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 B-15 APPLICATION MISSING FOR THIS PROJECT