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Home My WebLink About2280 FARADAY AVE; ; CBC2022-0272; PermitBuilding Permit Finaled {City of Carlsbad Commercial Permit Print Date: 04/19/2024 Job Address: 2280 FARADAY AVE, Permit No: Status: CBC2022-0272 Closed -Finaled Permit Type: BLDG-Commercial CARLSBAD, CA 92008-7208 Work Class : Tenant Improvement Parcel#: 2120614500 Valuation: $144,618.76 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Pla_n Check#: Plan Check#: Applied: 08/01/2022 Issued: 12/07/2022 Finaled Close Out: 04/19/2024 Final Inspection: 04/10/2024 INSPECTOR: Renfro, Chris Description: IONIS PHARMACEUTICALS: Tl (1981 SF REMODEL)//ADDITION OF (528 SF) MEZZANINE FOR OFFICE SPACE Applicant: Property Owner: DGA ARCHITECTS JON OHLSON KIRSHNER LEONARD REAL ESTATE II LLC 2280 FARADAY AVE 2550 5TH AVE, # STE 115 SAN DIEGO, CA 92103-6615 FEE BUILDING PLAN CHECK CARLSBAD, CA 92008-7208 BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL SB1473 -GREEN BUILDING STATE STANDARDS FEE SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION -COMMERCIAL (SMIP) TRAFFIC IMPACT Commercial-Industrial Outside CFD Total Fees: $4,293.97 Total Payments To Date: $4,293.97 Contractor: GOOD AND ROBERTS LLC 2455 IMPALA DR CARLSBAD, CA 92010-7227 (760) 598-7614 Balance Due: AMOUNT $727.22 $194.00 $98.00 $16.00 $1,118.80 $6.00 $311.46 $40.49 $1,782.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar appli cation 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 2280 Faraday Ave., Carlsbad, CA 9201 o Tenant Name#: lonis Pharmaceuticals, Inc Year Built:+/· 1995 Occupancy: 8 & 5•1 COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check C Qjc..:-202-2-a~IJ~ Est. Value /4''/, C:71<3 , J 0 ~' .;i '). 2-Z-PC Deposit Date Suite: APN: 212-061-45-oo -----· Lot#: Year Built: +t-1995 -------------- Construction Type:_111_·8 __ Fire sprinklers:C:)YESO NO A/C:0YES()No BRIEF DESCRIPTION OF WORK: Interior Tenant Improvements consisting of remodeling 1,981 square feet of existing office space and the addition of a 528 square loot mezzanine. 0 Addition/New:_5_2_8 ___________ New SF and Use,_0_ttic_e_s_pa_ce _______ New SF and Use _______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ ~Tenant Improvement: _____ SF, _1._98_1 ---SF, Existing Use: _______ Proposed Use: ______ _ Existing Use: open office Proposed Use : Open and private offices 0 Other: __ -=d_5=-cQ=-C/......__""-(:.....,..r/-+-7/.-=-S~s~)-___________ _ RIMARV APPLICANT Name: Wayne Sanders Address: 2855 Gazelle Court City: Carlsbad State:_c_A_~Zip: 92010 Phone: 760.603.2562 Email: wsanders@ionisph.com DESIGN PROFESSIONAL PROPERTY OWNER Name: lonis Pharmaceuticals, Inc. Add:ress: 2855 Gazelle Court City: Carlsbad Phone: 760.931 .9200 Email: wsanders@ionisph.com CONTRACTOR OF RECORD State:_c_A __ Zip: 92010 Name: Jon Ohlson, AIA, C/O DGA Architects Business Name: tj06't> ~ 12o~~-LL G Address: 2550 Fifth Ave. Address: "2.. "f SS: I,.,. Pkt,,A. 't>tl City: San Diego State:._c_A __ .Zip: 92103 City: CA(k ST>/1:D State:lA Zip: q Z (!}/ 0 Phone: 619•820.4°21 Phone: 1 ~0 • /j. C, >. i 3 J 1 Email:iohlson@dga-sd.com Email: SJ?o~t~'f @ C,~ 12.6G , LO "'1 Architect State License: _c_-2_22_9_1 _________ CSLB License#: 2 f>b, IS::: Class:._f3 ______ _ Carlsbad Business License# (Required): ill ~ Tl. 000 IC.! J APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Jon Ohlson SIGN ~ /!)(J;----, 163S Faraday Ave Carlsb-ad-, CA-9-200_8 ______ P_h_: 44-2--339-2719 ~ DATE: Email: Building@carlsbadca.gov 1 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 herebyaffirm under penalty of perjury that I am licensed under provisions of Chapter9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): D1 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. _____________________________________ _ ~~:~ 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 . ~orkers' compensa~n in urance carrier anQ,Po.JiQi number are: Insurance Company Name: 'fl!~ C... : ..,S Co Policy No. ~ l C> :!> ~ ";::i. Expiration Date: /Q / J _ / Z. S -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 is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ____________________ Lender's Address: ___________________ _ (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following 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 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- 01, as owner of the property, am exclusive!~ 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-01 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 7044 of the Business and Professions Cade, is available upon request when this application is submitted orat the following Web site: http:l lwww.leginfo.ca.gov/calaw.html. OWNER CERT/FICA T/ON: Jcertifythatlhavereadthe 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): 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 Ca rlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8S58 Email: Building@carlsbadca.gov 2 REV. 07/21 Building Permit Inspection History Finaled (city of Carlsbad Permit Type: Work Class: Status: Scheduled Date 12/15/2022 12/28/2022 01/06/2023 01/11/2023 01/17/2023 PERMIT INSPECTION HISTORY for (CBC2022-0272) BLDG-Commercial Application Date: 08/01/2022 Owner: KIRSHNER LEONARD REAL ESTATE II LLC Tenant Improvement Issue Date: 12/07/2022 Subdivision: CARLSBAD TCT#84-09 Closed -Finaled Expiration Date: 07/31/2023 Address: 2280 FARADAY AVE IVR Number: 42325 CARLSBAD, CA 92008-7208 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Status 12/15/2022 BLDG-11 198882-2022 Partial Pass Chris Renfro Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on foundation and column footings for new mezzanine. Ok to pour BLDG-12 Steel/Bond Beam 198881-2022 Passed Chris Renfro Checklist Item COMMENTS BLDG-Building Deficiency 12/28/2022 BLOG-84 Rough Combo(14,24,34,44) 199734-2022 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical COMMENTS Partial pass on first floor offices only. Second floor mezzanine offices pending 01/06/2023 BLDG-17 Interior Lath/Drywall 200205-2023 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on drywall in office suites, ceiling under mezzanine is pending 01/11/2023 BLDG-84 Rough Combo(14,24,34,44) 200496-2023 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical COMMENTS Partial pass on first floor offices ceilings under mezzanine 01/17/2023 BLDG-17 Interior Lath/Drywall 200755-2023 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on drywall in office suites, ceiling under mezzanine Reinspection Incomplete Passed Yes Complete Passed Yes Relnspectlon Incomplete Passed No Yes Yes Relnspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Yes Yes Reinspection Incomplete Passed Yes Friday, April 19, 2024 Page 1 of 2 PERMIT INSPECTION HISTORY for (CBC2022-0272) Permit Type: BLDG-Commercial Application Date: 08/01/2022 Owner: KIRSHNER LEONARD REAL ESTATE 11 Work Class: Tenant Improvement Status: Closed -Finaled LLC Issue Date: 12/07/2022 Subdivision: CARLSBAD TCT#84-09 Expiration Date: 07/31/2023 IVR Number: 42325 Address: 2280 FARADAY AVE CARLSBAD, CA 92008-7208 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 01/31/2023 01/31/2023 BLDG-85 T-Bar, Ceiling 201932-2023 Passed Chris Renfro 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 06/09/2023 06/09/2023 BLDG-Final Inspection 213660-2023 Partial Pass Chris Renfro Relnspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency FINAL PAPERWORK RECEIVED Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes NOTES Created By TEXT Created Date Angie Teanio 619-490-5082 Santos 06/08/2023 04/10/2024 04/10/2024 BLDG-Final Inspection 244899-2024 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency FINAL PAPERWORK RECEIVED Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes NOTES Created By TEXT Created Date Angie Teanio 619-490-5082 Santos 06/08/2023 Chris Renfro FINAL PAPERWORK RECEIVED AND FINAL 04/10/2024 COMPLETED AT EARLIER DATE Friday, April 19, 2024 Page 2 of 2 A Universal Engineering Construction Testing & Engineering, Inc. Sciences Company Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying FINAL REPORT FOR SPECIAL INSPECTION & MATERIALS TESTINGC June 2, 2023 • ORD COP¥cl No. 4810.2200236 ity of Carlsbad JUN 12 2023 City Of Carlsbad Building Inspection Department 1635 Faraday Avenue Carlsbad, CA 92009 BUILDING DtV/SfON SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECLAL INSPECTIO PERFORMED UNDER PERMIT NUMBER: CBC-2022-4272 PROJECT ADDRESS: 2280 Faraday Avenue (lonis Pharmaceutical R&D Office TI) I declare under penalty of perjury that, to the best of my knowledge, all of the work requiring special inspection and materials testing of Simpson SET-XP22 epoxy anchors, structural concrete, and fie ld welding have been completed. The inspected work for the structure constructed under the subject permit is in conformance with the approved plans, the inspection and ob ervation program and other construction documents, and the app li cable workmanship provisions of the applicable building code. Executed on this second day of June 2023. TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTrEL ROAD SUTTE 11 5 ESCONDIDO, CA 92026 RESPONSIBLE MANAGING E GlNEER OF THE TESTING LABO RA TORY OR SPECIAL fNSPECTION AGE CY: Daniel T. Math State of Californ ia Registration Number: 61013 Expiration Date: 12/31/24 SIGNATURE: __ ~--~~----- 1441 Montiel Road, Suite 115 I Escondido, CA92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net 1rue No1tl1 C OMPLIANCE S RV IC S November 21, 2022 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Penn it No: CBC20222-0272 True North No.: 22-018-142 Carlsbad, CA 92008 Plan Review: Tenant Improvement Address: 2280 Faraday Avenue, Carlsbad CA Applicant Name: Jon Ohlson Applicant Email: johlson@dga.-sd.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: B Occupant Load: 29 Type of Construction: Ill-B Sprinklers: Yes Stories: 1 Area of Work (sq. ft.): 1,891 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confinned Scope of Work: Confinned Floor Area: Confirmed Notes: N/A 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: Electronic copy dated November I 0, 2022, by DGA. 2. Structural Calculations: Electronic copy dated July 21 , 2022, by BWE. 3. Structural Calculations: Electronic copy dated August 23, 2022, by BWE. The 20 I 9 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. 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 offurther assistance. Sincerely, True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 116, Long Beach, CA 90807 T / 562.733.8030 Transmittal Letter August 15, 2022 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Tenant Improvement Address: 2280 Faraday Avenue, Carlsbad CA Applicant Name: Jon Ohlson Applicant Email: johlson@dga.-sd.com TrueN01th COMPLIANCE SERVICES FffiST REVIEW City Permit No: CBC20222-0272 True North No.: 22-018-142 True North Compliance Services, Inc. has completed the first review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. Drawings: Electronic copy dated July 25, 2022, by DGA. 2. Structural Calculations: Electronic copy dated July 21, 2022, by BWE. Attn: Permit Technician, the plans have been reviewed for coordination with the permit application. See below for additional information: Valuation: Confirmed Scope of Work: Confirmed Floor Area: See Notes Below Notes: Permit Application specifies (2) different square footages (1,981 vs 2,509). Please clarify. Furthermore, please clarify if the 528 sq.ft. of mezzanine is included into the total square footage; it is shown separately on the project data . 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: Areli Sanchez -Plan Review Engineer True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T / 562. 733.8030 Tenant Improvement 2280 Faraday A venue August 15, 2022 RES UBMITT AL INSTRUCTIONS: Plan Review Comments City of Carlsbad-FIRST REVIEW City Permit No.: CBC2022-0272 True North No.: 22-018-14 Page 2 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. GENERAL INFORMATION: A. The following comments are refetTed to the 2019 California BuilcLing, Mechanical, Plwnbing, Electrical Codes, California Green BuilcLing 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 list of comments, tben, 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. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): B ??? IIIB ??? (Provide this infonnation) 1 2,509 sq. ft. ARCHITECTURAL COMMENTS: Al. Sheet G-000: Address the following comments: a) Specify if the building is equipped with fire sprinklers. b) Revise sheet index to be consistent with plan sheets provided. A2. Please review code references throughout the plans. There are multiple references to outdated code cycles (2016). A3. Provide mezzanine area calculation to show area limitations are met per CBC 505.2.l. A4. Sheet A-111: Address the following comments: Tenant Improvement 2280 Faraday A venue August 15, 2022 City of Carlsbad-FIRST REVIEW City Permit No .: CBC2022-0272 True North No.: 22-018-14 Page3 a) Please provide an occupant load table. Identify the function of each room (per CBC Table I 004. 5), the area of each room, the occupant load factor of each room (per CBC Table 1004.5), and the total number of occupants in each room. Provide total occupant load. a) Based on the equipment layout for the mezzanine open office, this space will contain more than 4 occupants (there are 7 desks set up in this area). Concentrated business use areas shall comply with CBC 1004.8. b) Update the egress plan to specify the total distances traveled for common path of egress travel (CBC l 006.2) and exit access travel distance (CBC l O 17 .3). c) Revise plans to show location of installed exit signs conforming to the CBC 1013. Exit signs shall be readily visible from any direction of approach and shall be located as necessary to clearly indicate the direction of egress travel. A5. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6 ACCESSIBILITY COMMENTS: General: DI. Please provide a completed copy of the Unreasonable Hardship Form. Completed fonn(s) shall be imprinted/reproduced onto the plan. Forms can be found at the link below: https://www.carlsbadca.gov/home/showpublisheddocument/6348/637842529544800000 D2. CBC 118-202.3 requires that accessibility be provided to the altered spaces. This accessibility shall include the requirements of CBC l 1B-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: a) The primary path of travel to the renovated spaces shall be compliant with CBC 11B Divisi on 4. i) Door hardware are operable with one hand and do not require tight grasping, pinching, or twisting of the hand. CBC 11 B-404.2. 7 and 118-309 .4. ii) Door opening hardware is mounted 34" to 44" above the finish floor per CBC 11 B-404.2. 7. b) Sheet G-008: The restrooms shall be compliant with the requirements of CBC l l B Division 6. i) Accessible urinal within an alcove that is more than 24 inches deep shall be provided with a clear width of36 inches minimum per CBC 1 lB-605.3 and l LB-305.7.1. Revise to show compliance. c) Show the location of the drinking fountain serving this area (if provided) and verify that it meets the requirements of CBC 11B-211.1 and CBC 1 lB-602. d) Accessible parking shall comply with CBC 11B Division 5. i) Sheet A-100: Identify "unauthorized vehicles" signage to be posted either: (1) In a conspicuous place at each entrance to an off-street parking facility (2) Or immediately adjacent to the on-site accessible parking and visible from each parking space. CBC l lB-502.8. i) Sheet A-100: Revise detectable warnings to be a minimum width of 36 inches in depth. CBC l !B-247.1.2.5. Tenant Improvement 2280 Faraday A venue August 15, 2022 HAZARDOUS MATERIAL COMMENTS: No comments. MECHANICAL COMMENTS: No comments. ELECTRICAL COMMENTS: EXISTW SlOEW RETE -, City of Carlsbad-FIRST REVIEW City Pennit No.: CBC2022-0272 True North No.: 22-018-14 Page4 ~ I I El . Note on plans: Per city policy, wiring is not permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. PLUMBING COMMENTS: No comments. GREEN BUILDING COMMENTS: G 1. Complete the Waste Management Plan form in the link below. This form must be completed and provided to the Building Department prior to permit issuance. This item will remain as a condition of approval. https://www.carlsbadca.gov/home/sbowpublisheddocument/6709/6378899677442 l 9164 G2. 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 will 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 dete1mine which sections of the CAP are required. Tenant Improvement 2280 Faraday A venue August IS, 2022 City of Carlsbad-FlRST REVIEW Cfry Pennit No.: CBC2022-0272 True No1th No.: 22-018-14 Page5 c) Plan examiners review the B-50 CAP Consistency Checklist for completion. For example: lf 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: No comments. STRUCTURAL COMMENTS: SI. Sheet S00l: Revise the compressive strength of the slab on grade to 4,000 psi per strnctural calculations. S2. Revise structural calculations to refer to NDS 2018. S3. Structural engineer to sign structural plans. S4. Sheet S201: Address the following comments: a) Revise the Tns to 9 -1/2". Tn is undersized per specified member size on structural calculations. b) Identify the HSS 4X4X3/8. S5. Provide column base plate design per structural calculations. S6. The risa design differs the framing layout on the structural plans. Please review and revise plans to be consistent with modeled structural analysis. If you have any questions regarding the above comments, please contact Areli Sanchez via email arelis@tncservices.com, or telephone (562) 733-8030. [END] B\V E ENGINEER: JD, ML DATE: August 23, 2022 PROJECT NUMBER: 13920AS.1.00 STRUCTURAL • CIVIL • SURVEY • LAND PLANNING 9449 Balboa Avenue, Suite 270 •San Diego, CA 92123 Phone {619) 299-5550 •Fax (619) 299-9934 www. bwes d. com SU PP LEM ENT AL STRUCTURAL CALCULATIONS lonis Tl and Mezzanine Plan Check Response Submittal 2280 Faraday Ave Carlsbad, CA 92008 08/23/2022 Prepared for DGA 2550 Fifth Avenue, Suite 115 San Diego, CA 92103 ON ON LOO 'st N T"'"- (00 0~ N T"'" T"'" T"'" N N t-- N 0 I N N 0 N (.) al (.) B\V E STRUCTURAL ■ CIVIL ■SURVEY ■ LAND PLANNING 9449 Balboa Avenue, Suite 270 • San Diego, CA 92123 Phone {619) 299-5550 • Fax {619) 299-9934 www.bwesd.com lonis Office Tl and Mezzanine -Basis of Design 6/30/2022 Project Description The scope ofthe st ructural design includes a new steel framed mezzanine with TJI joists and wood stairs. Applicable Codes • 2019 CBC • ASCE 7-16 • AISC 341-16 • AISC 360-16 • ACI 318-14 • NOS 2018 Design Criteria Live Loads: • Typical Floor (Office) -50+15 partition = 65 psf • Sta irs and Exits -100 psf Live Load Deflection Criteria : • Floor beams -L/360 unless otherwise noted Seismic Design Parameters: • Risk Category II • Site Class C • Seismic Design Category D • Ss = 0.969 • 51 = 0.354 • SMs=l.163 • SM1 = 0.689 • Sos= 0.775 • 501 = 0.459 • Seismic Importance Factor = 1.0 • Redundancy Factor, p = 1.3 • Se ismic Force Resisting System: Steel Special Cantilever Columns • Response Modification Coefficient, R = 2.5 B\V E • Overstrength Factor, Oa = 1.25 STRUCTURAL • CIVIL •SURVEY• LAND PLANNING 9449 Balboa Avenue, Suite 270 • San Diego, CA 92123 Phone (619} 299-5550 • Fax (619} 299-9934 www.bwesd.com • Deflection Amplification Factor, Cd = 2.5 Structural Materials Concrete Strengths: • Foundations and Retaining/Stem Walls -3000 psi • Slab on Grade -4000 psi Steel Strengths: • Wide Flange Shapes -A992 {50 ksi) • HSS Shapes -ASOO, Grade B (46 ksi) • Pipe -A53, Grade B (35 ksi) • Angles, Channels, and Miscellaneous Shapes -A36 {36 ks i) • Plates -A36 (36 ksi) • Base Plates, and Miscellaneous Plates -AS72, Grade 50 (50 ksi) U.O.N. Cold-Formed Steel: • 54 mil and thicker -50 ksi • 43 mil and thinner -33 ksi Structural Analysis Methods: Software: • Weyerhaeuser "Forte Web" • RISA 3D • Excel Spreadsheets • Hand Calculations • Simpson Anchor Selector Assumptions: • Flexible steel & wood-framed mezzanine • Special Steel Cantilever Column system per ASCE 7-16 • Equivalent Lateral Force Procedure analysis per ASCE 7-16 B\V E Structural Systems STRUCTURAL • CIVIL •SURVEY• LAND PLANNING 9449 Balboa Avenue, Suite 270 • San Diego, CA 92123 Phone (619) 299-5550 • Fax (619) 299-9934 www.bwesd.com The Mezzanine Tenant Improvement project at 2280 Faraday Ave, lonis will be an interior wood/steel framed mezzanine within a separately permitted shell building. It is intended to be used for office occupancy. The new mezzanine will be separated from the existing building walls by a seismic gap but will bear on existing concrete footings and slab-on-grade for support of both gravity and seismic loads. New support elements include wood TJI joists and steel wide flange beams, and HSS square columns. Lateral forces will be resisted by Special Steel Cantilever Columns as defined in ASCE 7-16. Design and detailing for these frames will be in accordance with AISC 341-16 as well as any referenced standards (such as AISC 360-16). The foundation system will consist of shallow concrete footings and a concrete slab-on-grade. New elements near the existing building walls will be insta lled using adhesive anchoring systems to existing concrete. ' Project Job Ref. B\VE lonis -Office Tl Mezzanine 13920AS.1.00 Section Sheet no./rev. BWE 1 9449 Balboa Ave STE 270 Cale. by I Date I Chk'd by I Date App'd by I Date San Diego, CA 92123 ML 08/23/22 Mezzanine Design -Special Cantilever Column System Cs= 0.31 0 .Oo = 1.25 ;Overstrength Factor; Atrib = 84. 74 ft2 ;Max Tributary Area to Single Cantilever Column; WoL = 20 psf ;Mezzanine Floor Dead Load; WLL = 65 psf ;Mezzanine Floor Live Load (Office+ Partition); PE = Cs * Atrib * WDL =0.53 kips Pol = WOL * Atrib = 1.69 kips PLL = WLL * Atrib = 5.51 kips USE HSS4x4x1/2 -SEE RISA ANALYSIS Pu_max = 6.665 kips q>Pn = 289 kips DCax,al = Pu_max / q>Pn = 0.02 ;AISC 341 -16 E6.4a is satisfied; COLUMN BASE PLATE CONNECTION -WELD DESIGN H = 9 ft Mu = .Oo * PE* H = 5.91 kip_ft D = 4 in Tu= Mu / D = 17.73 kips q>Rn = 1.392 kips * 5 * 4 = 27.84 kips ;Capacity of 5/16" thick fillet weld x 4" length; DCweld =Tu/ q>Rn = 0.64 ' Project B\VE lonis -Office Tl Mezz anine Section BWE 9449 Balboa Ave STE 270 Cale. by !Date I Chk'd by San Diego, CA 92123 ML 08/23/22 COLUMN BASE PLATE DESIGN (AISC360) COLUMN BASE PLATE DESIGN In accordance with AISC Steel Design Guide 1 and AISC 360-16 Design summary Overall design status; Description Plate th ickness (comp) Plate th ickness (tens) Flange weld strength Tension weld strength Shear weld strength Embedment for shear in bearing(in) Anchor tensile strength Concrete breakout Pullout strength Side face blowout ~ a N ¢ PASS Unit Reauired ICin) 0.634 (in) 0.207 (kips/in) 5.143 (kips/in) 0.8 (kips/in) 0.132 0.750 1.000 'kips) 1.51 'kips) 3.01 'kips) 1.51 (kips) 1.51 0 I Date Provided 0.750 0.750 10.441 10.4 6.961 0.750 14.55 13.11 16.80 17.09 Job Ref. 13920AS.1.00 Sheet no./rev. 2 App'd by I Date Tedds calculation version 2.1.09 Utilization Result 0.845 PASS 0.276 PASS 0.493 PASS 0.072 PASS 0.019 PASS PASS Embedment 0.103 0.230 0.090 0.088 for shear in bearing(in) PASS PASS PASS PASS Bolt diameter -0.8" Bolt embedment -8.0" Embedment -1.0" Flange/base weld -0.3" Web/base weld -0.3" i □ b v9 k/.l'ss 4x112 <O ! cb 0 N _i_ ~1.5" 7" Plan on baseplate Design forces and moments Ax ial force; Bending moment; Shear force; Eccentricity; Anchor bolt to center of plate; Column details Column section : Depth; Breadth; Thickness: cb .,I 1.5" f+- I i 3.0 kips Elevation on baseplate Pu = 13.9 kips: (Compression) Mu = 87.9 kip_in Fv = 0.8 kips e = ABS(Mu / Pu) = 6.324 in f = N/2 -e 1 = 3.500 in HSS 4x4x1/2 d = 4.000 in br = 4.000 in t = 0.465 in 1.99 ksi I Project Job Ref. B\v'E lonis -Office Tl Mezzanine 13920AS.1.00 BWE 9449 Balboa Ave STE 270 San Diego, CA 92123 Baseplate details Depth; Breadth; Thickness; Design strength; Foundation geometry Section Cale. by ML I Date 08/23/22 N = 10.000 in B = 10.000 in tp = 0.750 in Fy = 50.0 ksi Member thickness; ha= 18.000 in I Chk'd by Dist center of baseplate to left edge foundation; Xce1 = 18.000 in Dist center of baseplate to right edge foundation ; Xce2 = 18. 000 in Dist center of baseplate to bot edge foundation; Yce1 = 33.000 in Dist center of baseplate to top edge foundation: Yce2 = 6.000 in Holding down bolt and anchor plate details Total number of bolts; Bolt diameter; Bolt spacing ; Edge distance; Minimum tensile strength, base plate: Minimum tensile strength, column; Compressive strength of concrete: Strength reduction factors Compression; Flexure: Weld shea r; Plate cantilever dimensions N bolt = 4 do= 0.750 in Sbolt = 6.000 in e1 = 1.500 in Fy = 50 ksi Fyco1 = 50 ksi f c = 3 ksi $c = 0.65 $b = 0.90 $v = 0.75 Sheet no./rev. 3 I Date App'd by I Date Minimum distance to edge of concrete; Area of base plate; lm,n = min(min(Xce1, Xce2) -N / 2 , min(yce1, Yce2) -B / 2) = 1.000 in A1 = B • N = 100.000 in2 Maximum area of supporting surface; Nominal strength of concrete under base plate; Bending line cantilever distance m; Bending line cantilever distance n; Maximum bending line cantilever; Check eccentricity Maximum bearing stress; Maximum bearing pressure; Critical eccentricity; A2 = (B + 2 ' 1m,n)2 ' (N / B) = 144.000 in2 Pp= 0.85 • fc -A1 • min(✓(A2 / A1), 2) = 306.0 kips m=(N -0.95 • d)/2=3.100in n=(B-0.95 • br)/2=3.100in I= max(m, n) = 3.100 in fp.max = 0.85 • f c • $c -min(✓(A2 / A1), 2) = 1.99 ksi qmax = fp,max • B = 19.89 kips/in ecrit = N / 2 -Pu/ (2 ' qmax) = 4.651 in e > ec,it so loads cannot be resisted by bearing alone. Therefore consider as a large moment Plate dimensions adequate as (f + N/2)2 >= (2 • Pu • (e + f))lqmax and a real solution for bearing length exists Bearing length -quadratic solution 1; Y 1 = (f + N/2) + ✓((f + N/2)2 -(2 • Pu • (e + f))/qmax) = 16.150 in Bearing length -quadratic solution 2; Y2 = (f + N/2) -✓((f + N/2)2 -(2 • Pu • (e + f))/qmax) = 0.850 in Bearing length; Tension force in bolts; Max tension in single bolt; Y = min(Y1 , Y2) = 0.850 in Tu = qmax • Y -Pu = 3.0 kips Trod = Tu / (Nboii/2) = 1.5 kips I B\VE Project Section BWE 9449 Balboa Ave STE 270 Cale. by San Diego, CA 92123 ML Base plate yielding limit at bearing interface Required plate thickness; Base plate yielding limit at tension interface Distance from bolt CL to plate bending lines; Plate thickness required; Shear resistance in bearing Embedment of depth; Bearing area of baseplate; Bearing resistance of baseplate; Shear to be taken by the flange; Required embedment of flange; Total minimum embedment required; Job Ref. lonis -Office Tl Mezzanine 13920AS.1.00 Sheet no.I rev. 4 I Date I Chk'd by I Date App'd by I Date 08/23/22 tp,req = '1((4 ' fpmax -Y -(I -Y/2))/(<l>b , Fy)) = 0.634 in PASS -Thickness of plate exceeds required thickness x = abs(m -e1) = 1.600 in tp,req = 2.11 -✓((Tu , x)/(B -Fy)) = 0.207 in PASS -Thickness of plate exceeds required thickness dbrg = 1.000 in Abrg,bp = B -tp = 7.500 in2 <!>Pubrg.bp = 0.55 -f c -Abrg,bp = 12.38 kips Vu.fl = max(Fv -<l>Pubrg,bp, 0kips) = 0.00 kips demb_fl.req =Vu.fl / (0.55 ' f c -br) = 0.000 in tbrg.req = tp + demb_fl,req = 0.750 in PASS • Embedment exceeds required embedment to resist shear in bearing Flange weld Flange weld leg length; Tension capacity of flange; Force in tension flange; Critical force in flange; Flange weld force per in ; Electrode classification number; Design weld stress; Design strength of weld per in; Tension weld for outset anchors Tension flange weld leg length; Effective flange weld width; Tensile load per inch; Electrode classification number; Design weld stress; Design strength of weld per in; Local stress on flange; Column flange allowable stress; Shear weld Shear web weld leg length; Shear web weld force per in; Electrode classification number; Design weld stress; tw1 = 0.3125 in Pu = bf , t -Fyco1 = 93.0 kips Fu = Mu/ (d -I) -Pu , (bf -t) / Aco1 = 20.6 kips Fr= min(Ptf, max(F11, 0kips)) = 20.6 kips Rwt = F1 / bf = 5.1 kips/in FExx = 70.0 ksi <l>Fnw = <l>v , 0.60 ' FExx ' (1 .0 + 0.5 -(sin(90deg)) 1 5) = 47.25k si <!>Rnf = <l>Fnw ' lw1 / ✓(2) = 10.4 kips/in PASS -Available strength of flange weld exceeds force in flange weld tw1 = 0.3125 in lrweld,eff = lrweld,eff_ud = 2 in Rw1 = Tu I Noo11y / lrweld.eff = 0.8 kips/in FExx = 70.0 ksi <!>Fnw = <l>v -0.60 ' FExx , (1 .0 + 0.5 -(sin(90deg))1 5) = 47.25ksi <l>Rnr = ~Fnw -tw1 / ✓(2) = 10.4 kips/in PASS -Available strength of weld exceeds force in tension weld fr.local = (Tu / Nbolty) / (ITweld,eff , I) = 1.62 ksi 0.9 ' Fvco1 = 45.00 ksi PASS -Local column capacity exceeds local column stress lww = 0.3125 in Rw1 = Fv / (2 -(d -2 ' t)) = 0.13 kips/in FExx = 70.0 ksi <l>Fnw = <l>v -0.60 -FExx ' (1 .0 + 0.5 ' (sin(0deg))15) = 31 .50ksi B\\/E Project Job Ref. Ion is -Office Tl Mezzanine 13920AS.1.00 Section Sheet no./rev. BWE 5 9449 Balboa Ave STE 270 Cale. by I Date I Chk'd by I Date App'd by I Date San Diego, CA 92123 ML 08/23/22 Design strength of weld per in ; ANCHOR BOLT DESIGN In accordance with ACl318-14 Anchor bolt geometry Type of anchor bolt; Diameter of anchor bolt: Number of bolts in x direction; Number of bolts in y direction; Total number of bolts; Total number of bolts in tension; Spacing of bolts in x direction; Spacing of bolts in y direction; Number of threads per inch; Effective cross-sectional area of anchor; Embedded depth of each anchor bolt; Material details Minimum yield strength of steel ; Nominal tensile strength of steel; Compressive strength of concrete; Concrete modification factor; Modification factor for cast-in anchor concrete failure Strength reduction factors Tension of steel element; Shear of steel element; Concrete tension; Concrete shear; Concrete tension for pullout; Concrete shear for pryout; Steel strength of anchor in tension (17.4.1) Nominal strength of anchor in tension; Steel strength of anchor in tension; <!>Rn1 = <j>Fnw • tww / ✓(2) = 7.0 kips/in PASS -Available strength of shear weld exceeds force in shear weld Cast-in headed end bolt anchor da = 0.75 in Nboltx = 2 Nbolty = 2 ntotal = (Noo1tx • 2) + (Nbolty -2) • 2 = 4 ntens = ( Noo1tN , 2) + (Nbolty -2) = 2 Sboltx = 7 in Sbolty = 6 in n, = 10 Ase = rr / 4 -(da -0.9743 in/ n,)2 = 0.334 in2 her= 8 in fya = 36 ksi futa = 58 ksi f c=3ksi t, = 1.00 t,a = 1 . 0 -t, = 1. 00 <!>t.s = 0. 75 <l>v,s = 0.65 <!>t,c = 0.65 <!>v.c = 0.70 <j>1,cB = 0.70 <!>v.cB = 0.70 Nsa = Ase • futa = 19.40 kips <!>Nsa = <!>t,s • Nsa = 14.55 kips Tedds calculation version 2.1.08 PASS -Steel strength of anchor exceeds max tension in single bolt . Project Job Ref . B\VE lonis -Office Tl Mezzanine 13920AS.1.00 Section Sheet no./rev. BWE 6 9449 Balboa Ave STE 270 Cale. by I Date I Chk'd by I Date App'd by I Date San Diego, CA 92123 ML 08/23/22 Check concrete breakout strength of anchor bolt in tension (17.4.2) □ 0 3.0" A ' ___I:; u:i b u:i 3.01 kips i l ~ 1' 2.5"-+-7 0"~1' 2.5" Plan on foundation Coeff for basic breakout strength in tension; Breakout strength for single anchor in tension ; Projected area for groups of anchors; Projected area of a single anchor; Min dist center of anchor to edge of concrete; Mod factor for groups loaded eccentrically; Modification factor for edge effects; Concrete breakout -tension kc= 24 -----3'----- Section A-A Nb= kc -A.a -✓(fc -1 psi) -het1 5 -1 in°5 = 29.74 kips ANc = 504 in2 ANco = 9 • her2 = 576 in2 Ca.min= 3 in l.j/ec.N = min(1 / (1 + ((2 • e'N) / (3 • het))), 1) = 1.000 \jled,N = 0. 7 + 0.3 • (Ca,mtn / (1 .5 • het)) = 0.775 Modification factor for no cracking at service loads; \llc,N = 1.000 Modification factor for cracked concrete; Nominal concrete breakout strength; Concrete breakout strength; Pullout strength (17 .4.3) Net bearing area of the head of anchor; Mod factor for no cracking at service loads; Pullout strength for single anchor; Nominal pullout strength of single anchor; Pullout strength of single anchor; \jlcp,N = 1.000 Ncbg = ANc / ANco -\jled.N -\Jlc,N • \Jlcp.N • Nb = 20.17 kips $Ncbg = $1.c • Ncbg = 13.11 kips Abrg = 1 in2 \Vc.P = 1.00 PASS -Breakout strength exceeds tension in bolts Np= 8 -A brg -f c = 24.00 kips Npn = \Jlc,P -Np = 24.00 kips $Npn = q,1.cB -Npn = 16.80 kips PASS -Pullout strength of single anchor exceeds maximum axial force in single bolt Side face blowout strength (D.5.4) The sideface blowout will be checked in they direction as the edge distance for these bolts are less than he1 / 2.5 Check y direction Axial force in single anchor; Norn side face blowout strength for single anchor; Side face blowout strength for multiple anchors; Nsfb = N1 / Nbalty = 1.51 kips Nsb = (160 -Cai -V(Abrg) • lea • ✓(fc ' 1psi)) = 26.29 kips $Nsb = <Pt.c ' Nsb = 17.09 kips PASS -Sideface blowout strength exceeds tension in bolts ' Project Job Ref. B\\IE lonis -Office Tl Mezzanine 13920AS.1.00 Section Sheet no./rev. BWE 9449 Balboa Ave STE 270 Cale. by I Date I Chk'd by I Date App'd by San Diego, CA 92123 ML 08/23/22 COLUMN BASE PLATE CONNECTION -ANCHORAGE DESIGN Sbolt = 9 in T bolt = Mu/ (Sbolt * 2) = 4.88 kips V bolt = (.Oo * P E)/ 4 = 0.16 kips .-. PROVIDE (4) 3/4"dia F1554 GR 36 BOLTS W/ SIMPSON SET-3G EPOXY AT EXISTING FOOTING AND (4) ¾" HEADED ANCHOR BOLTS AT NEW FOOTINGS SEE SIMPSON ANCHOR DESIGNER OUTPUT 7 Date E velope Only Solution l BWE mla 11852A N2 z :::1! _J 0 0 liJ 2 N3 z ~ liJ .i! Jonis Mezzanine Nodes and Member Labels SC-8 SK-1 Aug 17, 2022 MEZZANINE FRAMING.r3d Cod e Clleck (Env) y z~ X E velope Only Soluoon I BWE mla 11852A (X) X ~ X N2 ch N3 (I) ::r: lonis Mezzanine SK-2 Aug 17, 2022 Shapes MEZZANINE FRAMING.r3d SC-9 Code Check (Env) 75-90 .50-.75 0.-.50 15 N2 Member Code Checks D played (Enveloped} I'. BWE Jonis Mezzanine mla 11852A Unity Check SC-10 SK-3 Aug 17, 2022 MEZZANINE FRAMING.r3d Code Check (Env) 75-90 .50-.75 0.-.50 y z-0, X ------ Loads. BLC 1, DEAD LOAD I BWE mla 11852A 2.1 N2 N3 1 -----------_,__------ --------------- -------------- lonis Mezzanine Dead Load SC-11 ~--------------------- SK-4 Aug 17, 2022 MEZZANINE FRAMING.r3d 15 y z-B, X -6.83 k N2 N3 -------------15 Loads: BLC 2, LIVE LOAD I BWE lonis Mezzanine SK-5 rn la Aug 17, 2022 11852A Live Load MEZZANINE FRAMING.r3d SC-12 y z-0 X 0 53 k \ N2 N3 15 Loads: BlC 3, SEISMIC I BWE lonis Mezzanine SK-6 mla Aug 17, 2022 11852A Seismic Load MEZZANINE FRAMING.r3d SC-13 IIIRISA A NEMETSCHEK COMPANY Model Settin s Solution Members Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Number of Reoorted Sections Number of Internal Sections Member Area Load Mesh Size (in2) Consider Shear Deformation Consider Tors ion al Waroina Wall Panels Annroximate Mesh Size (in) Transfer Forces Between lntersectina Wood Walls Increase Wood Wall Nailina Caoacitv for Wind Loads Include P-Delta for Walls Ootimize Masonrv and Wood Walls Maximum Number of Iterations Processor Core Utilization I Single Multiple (OpUmum) Maximum to vertical direction Default Member Orientation I Default Global Plane for z-axis Plate Axis I Plate Local Axis Orientation Codes Hot Rolled Steel Stiffness Adiustment Notional Annex Connections Cold Formed Steel RISA-3D Version 20 5 100 144 Yes Yes 24 Yes Yes Yes Yes 3 y Yes 1 xz I Global AISC 15th (360-16): ASD Yes (Iterative) None AISC 14th (360-10): ASD AISI S100-16: ASD [ MEZZANINE FRAMING.r3d] SC-14 8/17/2022 4:12:08 PM Checked By : ____ _ Page 1 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Model Settings (Continued) Stiffness Adiustment Wood T emoerature Concrete Masonrv Aluminum Structure Tvoe Stiffness Adiustment Stainless Stiffness Adiustment Concrete Comoression Stress Block Analvze usina Cracked Sections Leave room for horizontal rebar splices (2*d bar soacina) List forces which were ianored for desian in the Detail Reoort Rebar Column Min Steel Column Max Steel Rebar Material Soec Warn if beam-column framina arranaement is not understood Nu in Seismic RISA-30 Seismic Load Ootions Code Risk Cateaorv Drift Cat Base Elevation (ft) Include the weiaht of the structure in base shear calcs Site Parameters Is, (g) SD, (g) RISA-3D Version 20 Yes <Iterative) AWC NDS-18: ASD < 100F ACI 318-19 TMS 402-16: ASD AA ADM1-15: ASD Buildina Yes (Iterative) AISC 14th (360-10): ASD Yes (Iterative) Rectanaular Stress Block Yes Yes Yes 1 8 ASTM A615 No 4 4 ASCE 7-16 I or II Other 0 Yes 10.354 0.459 [ MEZZANINE FRAMING.r3d] SC-15 8/17/2022 4:12:08 PM Checked By : ____ _ Page 2 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Model Settings (Continued) I SDs (g) Tt (sec) Structure Characteristics T Z (sec) TX (sec) CZ c.x C,Exo. Z CExo. X RZ RX OoZ ()"X c,z C«X oz ox RISA-3O Version 20 1 ~.775 0.02 0.02 0.75 0.75 2.5 2.5 1.25 1.25 2.5 2.5 1.3 1.3 [ MEZZANINE FRAMING.r3d] SC-16 8/17/2022 4:12:08 PM Checked By : ___ _ Page 3 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lon is Mezzanine Node Coordinates Label X fftl 1 N1 0 2 N2 0 3 N3 0 4 N9 5 5 N10 5 6 N11 23 7 N13 23 8 N15 23 9 N16 10 10 N17 10 11 N18 10 12 N19 5 13 N20 23 14 N21 23 Node Boundary Conditions Node Label X [k/in] Y [k/in] 1 N1 Reaction Reaction 2 N9 Reaction Reaction 3 N10 Reaction Reaction 4 N11 Reaction Reaction 5 N15 Reaction Reaction 6 N18 Reaction Reaction 7 N19 Reaction Reaction 8 N20 Reaction Reaction 9 N21 Reaction Reaction Hot Rolled Steel Properties Label E fksil G fksil 1 A992 29000 11154 2 A36 Gr.36 29000 11154 3 A572 Gr.50 29000 11154 4 A500 Gr.B RND 29000 11154 5 A500 Gr.B RECT 29000 11154 6 A500 Gr.C RND 29000 11154 7 A500 Gr.C RECT 29000 11154 RISA-3D Version 20 y [ft] z [ft] 0 0 9 0 4.5 0 0 -6.667 0 13.334 0 13.334 0 -6.667 0 -21 .827 0 -6.667 0 -10.11 0 -21.827 0 1.584 0 3.084 0 -10.11 Z [k/in] X Rot [k-ft/rad] Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction Nu Density [k/ft31 0.3 0.65 0.49 0.3 0.65 0.49 0.3 0.65 0.49 0.3 0.65 0.527 0.3 0.65 0.527 0.3 0.65 0.527 0.3 0.65 0.527 ( MEZZANINE FRAMING.r3d] SC-17 8/17/2022 4:12:08 PM Checked By : ___ _ Detach From Diaphraam Y Rot [k-ft/rad] Z Rot [k-ft/radl Reaction Reaction Yield fksil Rv Fu fksil Rt 50 1.1 65 1.1 36 1.5 58 1.2 50 1.1 65 1.1 42 1.4 58 1.3 46 1.4 58 1.3 46 1.4 62 1.3 50 1.4 62 1.3 Page 4 Company : BWE Designer : mla Job Number : 11852A IIIRISA A NEMETSCHEK COMPANY Model Name : lonis Mezzanine Hot Rolled Steel Properties (Continued) Label E fksi] G fksi] 8 A53 Gr.B 29000 11154 9 A1085 29000 11154 10 A913 Gr.65 29000 11154 Hot Rolled Steel Section Sets Label HR1 Member Primary Data Label I Node J Node 1 MEZZANINE COLUMN N1 N2 2 MEZZANINE GIRDER N19 N20 3 M3 N9 N13 4 M4 N11 N20 5 M5 N20 N21 6 M6 N11 N10 7 M7 N10 N9 8 M9 N16 N18 9 M10 N18 N15 10 M11 N15 N21 11 M12 N21 N17 Hot Rolled Steel Design Parameters Label Shaoe 1 MEZZANINE COLUMN HSS4X4X8 2 MEZZANINE GIRDER W10X22 3 M3 W10X22 4 M4 W10X22 5 MS W10X22 6 M6 W10X22 7 M7 W10X22 8 M9 W10X22 9 M10 W10X22 10 M11 W10X22 11 M12 W10X22 RISA-3D Version 20 Nu Density [k/ft31 Yield [ksi] Ry 0.3 0.65 0.49 35 1.6 0.3 0.65 0.49 50 1.4 0.3 0.65 0.49 65 1.1 Material Area in A992 9.71 Section/Shaoe Tvoe Desian List Material HSS4X4X8 Column Tube A992 W10X22 Beam Wide Flanqe A992 W10X22 Beam Wide Flanae A992 W10X22 Beam Wide Flanae A992 W10X22 Beam Wide Flanae A992 W10X22 Beam Wide Flanae A992 W10X22 Beam Wide Flanae A992 W10X22 Beam Wide Flanqe A992 W10X22 Beam Wide Flanae A992 W10X22 Beam Wide Flanae A992 W10X22 Beam Wide Flanae A992 Lenath fftl Lb v-v fftl Lcomo too fftl Channel Conn 9 Lbw N/A 18.062 9 Lbvv N/A 18 9 Lbvv N/A 10.25 5 Lbvv N/A 13.194 5 Lbvv NIA 18 9 Lbvv N/A 20.001 10 Lbvv N/A 15.16 7.58 Lbvv N/A 13 6.5 Lbvv N/A 11.717 7.58 Lbvv N/A 13 6.5 Lbvv N/A [ MEZZANINE FRAMING.r3d] SC-18 8/17/2022 4:12:08 PM Checked By : ___ _ Fu [ksi] Rt 60 1.2 65 1.3 80 1.1 lzz in' J in' 171 0.583 Desian Rule Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical Tvoical a fftl Function NIA Lateral N/A Gravitv NIA Gravity N/A Gravity N/A Gravitv N/A Gravitv N/A Gravitv NIA Gravitv N/A Gravitv NIA Gravity N/A Gravitv Page 5 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Design Size and Code Check Parameters Label Max Axial/Bending Chk Typical Deflection Design Label LC Ratio LC Ratio 111 Typical None N/A None N/A Drift Definitions T e Floor/Dia hra m Node Label Node N2 Node Loads and Enforced Displacements (BLC 1: DEAD LOAD) Node Label L, D, M Direction Ma nitude 1 N2 L y Node Loads and Enforced Displacements (BLC 2 : LIVE LOAD) Node Label L, D, M Direction 1 N2 L y Node Loads and Enforced Displacements (BLC 3 : SEISMIC) Node Label L, D, M Direction Ma nitude 1 N2 L X Member Distributed Loads (BLC 4 : BLC 1 Transient Area Loads) . . . Member Label Direction Start Maanitude lk/ft F ksf k-ft/ftl End Maanitude [k/ft F ksf k-ft/ft] 1 MEZZANINE GIRDER y -0.199 -0.202 2 MEZZANINE GIRDER y -0.202 -0.208 3 MEZZANINE GIRDER y -0.208 -0.204 4 MEZZANINE GIRDER y -0.204 -0.189 5 MEZZANINE GIRDER y -0.189 -0.184 6 MEZZANINE GIRDER y -0.184 -0.201 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d ] SC-1 9 8/17/2022 4:12:08 PM Checked By : ___ _ Max Shear Chk LC Ratio None NIA Elevation ft 9 k*s2/ft, k*s2*ft k*s2/ft, k*s2*ft k*s2/ft, k*s2*ft Start Location [(ft %)1 End Location [(ft, %)] 0 2.007 2.007 4.014 4.014 6.021 6.021 8.028 8.028 10.035 10.035 12.042 Page 6 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Member Distributed Loads (BLC 4 : BLC 1 Transient Area Loads) (Continued) Member Label Direction Start Magnitude [k/ft F ksf k-ft/ft] ' ' ' ' End Magnitude [k/ft F ksf k-ft/ft] 7 MEZZANINE GIRDER y -0.201 -0.209 8 MEZZANINE GIRDER y -0.209 -0.203 9 MEZZANINE GIRDER y -0.203 -0.199 10 M3 y -0.083 -0.082 11 M3 y -0.082 -0.081 12 M3 y -0.081 -0.084 13 M3 y -0.084 -0.09 14 M3 y -0.09 -0.093 15 M3 y -0.093 -0.093 16 M3 y -0.093 -0.094 17 M3 y -0.094 -0.096 18 M3 y -0.096 -0.097 19 M6 y -0.102 -0.101 20 M6 y -0.101 -0.1 21 M6 y -0.1 -0.108 22 M6 y -0.108 -0.115 23 M6 y -0.115 -0.113 24 M6 y -0.113 -0.113 25 M6 y -0.113 -0.114 26 M6 y -0.114 -0.116 27 M6 y -0.116 -0.117 28 M3 y -0.034 -0.034 29 M10 y -0.117 -0.117 30 M12 y -0.152 -0.152 Member Distributed Loads (BLC 5 : BLC 2 Transient Area Loads) Member Label Direction Start Maonitude fk/ft F ksf k-ft/ftl ' ' ' ' End Maonitude fk/ft F ksf k-ft/ftl 1 MEZZANINE GIRDER y -0.647 -0.657 2 MEZZANINE GIRDER y -0.657 -0.676 3 MEZZANINE GIRDER y -0.676 -0.664 4 MEZZANINE GIRDER y -0.664 -0.613 5 MEZZANINE GIRDER y -0.613 -0.599 6 MEZZANINE GIRDER y -0.599 -0.652 7 MEZZANINE GIRDER y -0.652 -0.68 8 MEZZANINE GIRDER y -0.68 -0.66 9 MEZZANINE GIRDER y -0.66 -0.647 10 M3 y -0.268 -0.267 11 M3 y -0.267 -0.264 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d ) SC-20 Start Location [(ft %)] ' 12.042 14.049 16.055 0 2 4 6 8 10 12 14 16 0 2 4 6 8 10 12 14 16 5 5.551e-15 2.331e-15 Start Location f(ft %)1 0 2.007 4.014 6.021 8.028 10.035 12.042 14.049 16.055 0 2 8/17/2022 4:12:08 PM Checked By : ___ _ End Location f(ft %)1 ' 14.049 16.055 18.062 2 4 6 8 10 12 14 16 18 2 4 6 8 10 12 14 16 18 18 13 13 End Location f(ft, %)1 2.007 4.014 6.021 8.028 10.035 12.042 14.049 16.055 18.062 2 4 Page 7 IIIRISA A NEMEl"SCHEK COMPAN~ Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Member Distributed Loads (BLC 5: BLC 2 Transient Area Loads) (Continued) ' ' ' ' ' Member Label Direction Start Maqnitude [k/ft F ksf k-ft/ftl End Maqnitude fk/ft F ksf k-ft/ft] Start Location f(ft %)1 ' 12 M3 y -0.264 -0.273 4 13 M3 y -0.273 -0.294 6 14 M3 y -0.294 -0.303 8 15 M3 y -0.303 -0.302 10 16 M3 y -0.302 -0.306 12 17 M3 y -0.306 -0.311 14 18 M3 y -0.311 -0.317 16 19 M6 y -0.333 -0.329 0 20 M6 y -0.329 -0.325 2 21 M6 y -0.325 -0.35 4 22 M6 y -0.35 -0.374 6 23 M6 y -0.374 -0.368 8 24 M6 y -0.368 -0.368 10 25 M6 y -0.368 -0.371 12 26 M6 y -0.371 -0.376 14 27 M6 y -0.376 -0.382 16 28 M3 y -0.112 -0.112 5 29 M10 y -0.381 -0.381 5.551e-15 30 M12 y -0.493 -0.493 2.331e-15 Member Area Loads (BLC 1 : DEAD LOAD) Node A Node B Node C Node D Direction Load Direction 1 N11 N13 N9 N10 y A-8 2 N13 N15 N18 N16 y A-8 Member Area Loads (BLC 2 : LIVE LOAD) NodeA Node B Node C Node D Direction Load Direction 1 N11 N13 N9 N10 y A-B 2 N13 N15 N18 N16 y A-8 Basic Load Cases BLC Description CateQorv Y Gravity Nodal Distributed 1 DEAD LOAD DL -1 1 2 LIVE LOAD LL 1 3 SEISMIC EL 1 RISA-3D Version 20 [ MEZZANINE FRAMING .r3d) SC-21 8/17/2022 4:12:08 PM Checked By : ___ _ End Location f(ft, %)1 6 8 10 12 14 16 18 2 4 6 8 10 12 14 16 18 18 13 13 Area(Member) 2 2 Page 8 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Basic Load Cases (Continued) BLC Descri tion Cate o Y Gravit 4 BLC 1 Transient Area Loads None 5 BLC 2 Transient Area Loads None Load Combinations Description Solve P-Delta BLC Factor BLC Factor 1 LRFD STRENGTH CHECKS 2 IBC 16-5 <a) Yes y DL 1.2 Sds*DL 0.2 3 IBC 16-5 (b) Yes y DL 1.2 Sds*DL 0.2 4 IBC 16-7 (a) Yes y DL 0.9 Sds*DL -0.2 5 IBC 16-7 (b) Yes y DL 0.9 Sds*DL -0.2 6 7 DRIFT CHECK 8 IBC 16-5 (a) y DL 1.2 Sds*DL 0.2 9 IBC 16-5 (b) y DL 1.2 Sds*DL 0.2 10 IBC 16-7 (a) y DL 0.9 Sds*DL -0.2 11 IBC 16-7 (b) y DL 0.9 Sds*DL -0.2 12 13 DEFLECTION CHECKS 14 Deflection 1 y DL 1 15 Deflection 2 y LL 1 16 Deflection 3 y DL 1 LL 1 17 18 ASD LEVEL CHECKS 19 IBC 16-12 (b) (a) y DL 1 Sds*DL 0.14 20 IBC 16-12 (b) (b) y DL 1 Sds*DL 0.14 21 IBC 16-14 (a) y DL 1 Sds*DL 0.105 22 IBC 16-14 (b) y DL 1 Sds*DL 0.105 23 IBC 16-16 (a) y DL 0.6 Sds*DL -0.14 24 IBC 16-16 (b) y DL 0.6 Sds*DL -0.14 25 IBC 16-8 y DL 1 26 IBC 16-9 y DL 1 LL 1 27 28 OVERSTRENGTH LFRD 29 IBC 16-5 <os-a) y DL 1.2 Sds*DL 0.25 30 IBC 16-5 (os-b) y DL 1.2 Sds*DL 0.25 31 IBC 16-7 (os-a) y DL 0.9 Sds*DL -0.25 32 IBC 16-7 (os-b) y DL 0.9 Sds*DL -0.25 33 RISA-3O Version 20 [ MEZZANINE FRAMING.r3d) SC-22 Nodal Distributed 30 30 BLC Factor BLC Rho*EL 1 LL Rho*EL -1 LL Rho*EL 1 Rho*EL -1 EL 1 LL EL -1 LL EL 1 EL -1 Rho*EL 0.7 Rho*EL -0.7 Rho*EL 0.525 LL Rho*EL -0.525 LL Rho*EL 0.7 Rho*EL -0.7 LLS 1 EL 1.25 LL EL -1 .25 LL EL 1.25 EL -1 .25 8/1 7/2022 4:12:08 PM Checked By : ___ _ Area Member Factor BLC Factor 0.5 LLS 1 0.5 LLS 1 0.5 LLS 1 0.5 LLS 1 0.75 LLS 0.75 0.75 LLS 0.75 0.5 LLS 1 0.5 LLS 1 Page 9 IIIRISA A NEME TSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Load Combinations (Continued) Description Solve 1341 Load Combination Design Description CD Service 1 LRFD STRENGTH CHECKS 2 IBC 16-5 (a) 3 IBC 16-5 (b) 4 IBC 16-7 (a) 5 IBC 16-7 (b) 6 7 DRIFT CHECK 8 IBC 16-5 (a) 9 IBC 16-5 (b) 10 IBC 16-7 (a) 11 IBC 16-7 (b) 12 13 DEFLECTION CHECKS 14 Deflection 1 Yes 15 Deflection 2 Yes 16 Deflection 3 Yes 17 Yes 18 ASD LEVEL CHECKS 19 IBC 16-12 (b) (a) 1.6 20 IBC 16-12 (b\ (b\ 1.6 21 IBC 16-14 (a) 1.6 22 IBC 16-14 (b) 1.6 23 IBC 16-16 (a) 1.6 24 IBC 16-16 (b) 1.6 25 IBC 16-8 1.6 26 IBC 16-9 1.6 27 1.6 28 OVERSTRENGTH LFRD 1.6 29 IBC 16-5 (os-a) 30 IBC 16-5 (os-b) 31 IBC 16-7 (os-a) 32 IBC 16-7 (os-b) 33 0.9 Yes 34 Yes RISA-3D Version 20 P-Delta BLC Factor BLC Factor BLC Factor Hot Rolled Cold Formed Wood Concrete Masonry Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes [ MEZZANINE FRAMING.r3d) SC-23 8/17/2022 4:12:08 PM Checked By : ___ _ BLC Factor BLC Factor Aluminum Stainless Connection Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 10 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Node Reactions Node Label X fkl LC Y [kl LC 1 N1 max 0.689 3 6.51 3 2 min -0.689 2 1.702 4 3 N9 max 0 5 5.049 3 4 min 0 2 1.447 4 5 N10 max 0 5 3.445 3 6 min 0 2 0.984 4 7 N11 max 0 5 3.292 3 8 min 0 2 0.95 4 9 N15 max 0 5 2.639 3 10 min 0 2 0.771 4 11 N18 max 0 5 3.402 3 12 min 0 2 0.99 4 13 N19 max 0 5 6.035 3 14 min 0 2 1.705 4 15 N20 max 0 5 7.132 3 16 min 0 2 1.999 4 17 N21 max 0 5 6.708 3 18 min 0 2 1.93 4 19 Totals: max 0.689 3 44.213 3 20 min -0.689 2 12.477 4 Envelope Node Displacements Node Label X linl LC Y finl LC 1 N1 max 0 2 0 5 2 min 0 3 0 2 3 N2 max 1.255 2 -0.001 5 4 min -1 .255 3 -0.005 2 5 N3 max 0.389 2 -0.001 5 6 min -0.389 3 -0.002 2 7 N9 max 0 5 0 5 8 min 0 2 0 2 9 N10 max 0 5 0 5 10 min 0 2 0 2 11 N11 max 0 5 0 5 12 min 0 2 0 2 13 N13 max 0 5 -0.021 5 14 min 0 2 -0.072 2 RISA-3D Version 20 Z fkl LC MX fk-ftl LC 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 LOCKED 0 2 LOCKED 0 5 0 5 0 2 0 2 0 5 LOCKED 0 2 LOCKED 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 LOCKED 0 2 LOCKED 0 5 0 5 0 2 0 2 0 5 0 2 Z linl LC X Rotation fradl LC 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 1.057e-3 3 0 2 3.137e-4 4 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 1.057e-3 3 0 2 3.137e-4 4 [ MEZZANINE FRAMING.r3d) SC-24 MY fk-ftl LC 0 5 0 2 LOCKED LOCKED LOCKED LOCKED LOCKED LOCKED LOCKED LOCKED LOCKED LOCKED 0 5 0 2 LOCKED LOCKED LOCKED LOCKED Y Rotation fradl LC 0 5 0 2 0 5 0 2 0 5 0 2 0 5 0 2 0 5 0 2 0 5 0 2 0 5 0 2 8/17/2022 4:12:08 PM Checked By : ___ _ MZ fk-ftl LC 7.261 2 -7.261 3 0 5 0 2 0 5 0 2 0 5 0 2 0 5 0 2 0 5 0 2 0 5 0 2 LOCKED LOCKED 0 5 0 2 Z Rotation fradl LC 0 3 0 2 1.751e-2 3 -1 .751e-2 2 1.301e-2 3 -1.301e-2 2 -1 .213e-4 5 -2.206e-4 2 -1 .213e-4 5 -2.206e-4 2 0 5 0 2 0 5 0 2 Page 11 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Node Displacements (Continued) Node Label X [in] LC Y [in] LC Z [in] LC X Rotation fradl 15 N15 max 0 5 0 5 0 5 0 16 min 0 2 0 2 0 2 0 17 N16 max 0 5 -0.095 5 0 5 1.057e-3 18 min 0 2 -0.337 2 0 2 3.137e-4 19 N17 max 0 5 -0.093 5 0 5 7.49e-4 20 min 0 2 -0.328 2 0 2 1.861e-4 21 N18 max 0 5 0 5 0 5 0 22 min 0 2 0 2 0 2 0 23 N19 max 0 5 0 5 0 5 1.838e-5 24 min 0 2 0 2 0 2 1.011e-5 25 N20 max 0 5 0 5 0 5 0 26 min 0 2 0 2 0 2 0 27 N21 max 0 5 0 5 0 5 7.49e-4 28 min 0 2 0 2 0 2 1.861e-4 Envelope Maximum Member Section Forces Member Axialfk Loc[ft LC y Shear[k Locfft LC z Shearfk Locfft LC TorQue[k-ft 1 MEZZANINE COLUMN max 6.51 0 3 0.851 9 2 0 9 5 0 2 min 1.565 9 4 -0.851 4.5 3 0 0 2 0 3 MEZZANINE GIRDER max 0 18.062 5 5.652 0 3 0 18.062 5 0 4 min 0 0 2 -5.65 18.062 2 0 0 2 0 5 M3 max 0 18 5 4.975 0 3 0 18 5 0 6 min 0 0 2 -4.336 18 2 0 0 2 0 7 M4 max 0 10.25 5 0.153 0 3 0 10.25 5 0 8 min 0 0 2 -0.153 10.25 2 0 0 2 0 9 M5 max 0 13.194 5 1.329 0 3 0 13.194 5 0 10 min 0 0 2 -3.402 13.194 2 0 0 2 0 11 M6 max 0 18 5 3.139 0 3 0 18 5 0 12 min 0 0 2 -3.304 18 2 0 0 2 0 13 M7 max 0 20.001 5 0.169 11.87E 3 0 120.001 5 0 14 min 0 0 2 -0.208 11.661 2 0 0 2 0 15 M9 max 0 15.16 5 2.647 0 3 0 15.16 5 0 16 min 0 0 2 -0.938 15.16 2 0 0 2 0 17 M10 max 0 13 5 2.464 0 3 0 13 5 0 18 min 0 0 2 -2.464 13 2 0 0 2 0 19 M11 max 0 11 .71"i 5 0.175 0 3 0 11.711 5 0 20 min 0 0 2 -0.175 11.711 2 0 0 2 0 21 M12 max 0 13 5 3.131 0 3 0 13 5 0 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d] SC-25 LC Y Rotation [radl LC 5 0 5 2 0 2 3 0 5 4 0 2 3 0 5 4 0 2 5 0 5 2 0 2 3 0 5 4 0 2 5 0 5 2 0 2 3 0 5 4 0 2 Locfft LC v-v Momentrk-ft Loc[ft LC 9 5 0 9 5 0 2 0 0 2 18.062 5 0 18.062 5 0 2 0 0 2 18 5 0 18 5 0 2 0 0 2 10.25 5 0 10.25 5 0 2 0 0 2 13.194 5 0 13.194 5 0 2 0 0 2 18 5 0 18 5 0 2 0 0 2 20.001 5 0 20.001 5 0 2 0 0 2 15.16 5 0 15.16 5 0 2 0 0 2 13 5 0 13 5 0 2 0 0 2 11 .71, 5 0 11.711 5 0 2 0 0 2 13 5 0 13 5 8/17/2022 4:12:08 PM Checked By : ___ _ Z Rotation lradl LC 0 5 0 2 -1.087e-3 5 -3.875e-3 2 -1 .087e-3 5 -3.875e-3 2 -1 .087e-3 5 -3.875e-3 2 -1 .213e-4 5 -2.206e-4 2 0 5 0 2 0 5 0 2 z-z Momentlk-ft Loclft LC 7.261 0 2 -7.261 0 3 0 18.062 5 -25.208 9.031 2 0 18 5 -22.632 7.5 2 0 10.25 5 -0.393 5.1 25 2 0 13.194 5 -11 .512 9.758 2 0 18 5 -14.617 9.188 2 0.39 11.661 3 -0.333 4.792 2 0 15.16 5 -8.917 3.474 2 0 13 5 -8.008 6.5 2 0 11.71 i 5 -0.514 5.858 2 0 13 5 Page 12 IIIRISA A "IEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Stresses 8/17/2022 4:12:08 PM Checked By : ___ _ Member Sec Axial[ksi] LC y Shear[ksi] LC z Shearfksi] LC v-Toofksil LC v-Botrksil LC z-Toofksil LC z-Botrksil LC 1 MEZZANINE COLUMN 1 max 1.081 3 0.315 2 0 5 14.644 3 14.644 2 0 5 0 5 2 min 0.283 4 -0.315 3 0 2 -14.644 2 -14.644 3 0 2 0 2 3 2 max 1.071 3 0.315 2 0 5 11 .182 3 11 .182 2 0 5 0 5 4 min 0.277 4 -0.315 3 0 2 -11 .182 2 -11 .182 3 0 2 0 2 5 3 max 1.061 3 0.351 2 0 5 7.72 3 7.72 2 0 5 0 5 6 min 0.271 4 -0.351 3 0 2 -7.72 2 -7.72 3 0 2 0 2 7 4 max 1.05 3 0.351 2 0 5 3.86 3 3.86 2 0 5 0 5 8 min 0.266 4 -0.351 3 0 2 -3.86 2 -3.86 3 0 2 0 2 9 5 max 1.04 3 0.351 2 0 5 0 5 0 5 0 5 0 5 10 min 0.26 4 -0.351 3 0 2 0 2 0 2 0 2 0 2 11 MEZZANINE GIRDER 1 max 0 5 2.309 3 0 5 0 5 0 5 0 5 0 5 12 min 0 2 0.61 4 0 2 0 2 0 2 0 2 0 2 13 2 max 0 5 1.136 3 0 5 9.9 3 -2 .617 5 0 5 0 5 14 min 0 2 0.3 4 0 2 2.617 4 -9 .9 2 0 2 0 2 15 3 max 0 5 -0.001 5 0 5 13.074 3 -3.458 5 0 5 0 5 16 min 0 2 -0.006 2 0 2 3.458 4 -13.074 2 0 2 0 2 17 4 max 0 5 -0.299 5 0 5 9.886 3 -2.614 5 0 5 0 5 18 min 0 2 -1.131 2 0 2 2.614 4 -9.886 2 0 2 0 2 19 5 max 0 5 -0.61 5 0 5 0 5 0 5 0 5 0 5 20 min 0 2 -2.308 2 0 2 0 2 0 2 0 2 0 2 21 M3 1 max 0 5 2.032 3 0 5 0 5 0 5 0 5 0 5 22 min 0 2 0.574 4 0 2 0 2 0 2 0 2 0 2 23 2 max 0 5 1.528 3 0 5 10.167 3 -2.874 5 0 5 0 5 24 min 0 2 0.432 4 0 2 2.874 4 -10.167 2 0 2 0 2 25 3 max 0 5 -0.075 5 0 5 11.497 3 -3 .209 5 0 5 0 5 26 min 0 2 -0.25 2 0 2 3.209 4 -11.497 2 0 2 0 2 27 4 max 0 5 -0.28 5 0 5 7.918 3 -2.194 5 0 5 0 5 28 min 0 2 -1.004 2 0 2 2.194 4 -7 .918 2 0 2 0 2 29 5 max 0 5 -0.489 5 0 5 0 5 0 5 0 5 0 5 30 min 0 2 -1.771 2 0 2 0 2 0 2 0 2 0 2 31 M4 1 max 0 5 0.063 3 0 5 0 5 0 5 0 5 0 5 32 min 0 2 0.034 4 0 2 0 2 0 2 0 2 0 2 33 2 max 0 5 0.031 3 0 5 0.153 3 -0.084 5 0 5 0 5 34 min 0 2 0.017 4 0 2 0.084 4 -0 .153 2 0 2 0 2 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d ] Page 13 SC -26 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11 852A Model Name : lonis Mezzanine Envelope Member Section Stresses (Continued) 8/1 7/2022 4:1 2:08 PM Checked By : ___ _ Member Sec Axial[ksi] LC y Shear[ksil LC z Shear[ksil LC y-Top[ksi] LC y-Bot[ksi] LC z-Top[ksi] LC z-Bot[ksil LC 35 3 max 0 5 0 5 0 5 0.204 3 -0.112 5 0 5 0 5 36 min 0 2 0 2 0 2 0.112 4 -0.204 2 0 2 0 2 37 4 max 0 5 -0.017 5 0 5 0.153 3 -0.084 5 0 5 0 5 38 min 0 2 -0.031 2 0 2 0.084 4 -0.153 2 0 2 0 2 39 5 max 0 5 -0.034 5 0 5 0 5 0 5 0 5 0 5 40 min 0 2 -0.063 2 0 2 0 2 0 2 0 2 0 2 41 M5 1 max 0 5 0.543 3 0 5 0 5 0 5 0 5 0 5 42 min 0 2 0.172 4 0 2 0 2 0 2 0 2 0 2 43 2 max 0 5 0.503 3 0 5 2.189 3 -0.673 5 0 5 0 5 44 min 0 2 0.15 4 0 2 0.673 4 -2.189 2 0 2 0 2 45 3 max 0 5 0.462 3 0 5 4.209 3 -1.254 5 0 5 0 5 46 min 0 2 0.128 4 0 2 1.254 4 -4.209 2 0 2 0 2 47 4 max 0 5 -0.383 5 0 5 5.735 3 -1 .652 5 0 5 0 5 48 min 0 2 -1 .349 2 0 2 1.652 4 -5.735 2 0 2 0 2 49 5 max 0 5 -0.405 5 0 5 0 5 0 5 0 5 0 5 50 min 0 2 -1 .39 2 0 2 0 2 0 2 0 2 0 2 51 M6 1 max 0 5 1.282 3 0 5 0 5 0 5 0 5 0 5 52 min 0 2 0.354 4 0 2 0 2 0 2 0 2 0 2 53 2 max 0 5 0.673 3 0 5 5.579 3 -1 .536 5 0 5 0 5 54 min 0 2 0.185 4 0 2 1.536 4 -5.579 2 0 2 0 2 55 3 max 0 5 0.015 3 0 5 7.581 3 -2.084 5 0 5 0 5 56 min 0 2 0.004 4 0 2 2.084 4 -7.581 2 0 2 0 2 57 4 max 0 5 -0.182 5 0 5 5.735 3 -1.575 5 0 5 0 5 58 min 0 2 -0.661 2 0 2 1.575 4 -5.735 2 0 2 0 2 59 5 max 0 5 -0.37 5 0 5 0 5 0 5 0 5 0 5 60 min 0 2 -1.35 2 0 2 0 2 0 2 0 2 0 2 61 M7 1 max a 5 0.058 3 0 5 a 5 0 5 0 5 0 5 62 min 0 2 0.032 4 0 2 0 2 0 2 0 2 0 2 63 2 max a 5 -0.002 5 0 5 0.172 3 -0.095 5 0 5 0 5 64 min a 2 -0.003 2 0 2 0.095 4 -0.172 2 0 2 0 2 65 3 max a 5 -0.036 5 0 5 -0.024 5 0.044 3 0 5 0 5 66 min a 2 -0.065 2 0 2 -0.044 2 0.024 4 0 2 0 2 67 4 max 0 5 0.031 3 0 5 -0.001 5 0.002 3 0 5 0 5 68 min 0 2 0.017 4 0 2 -0.002 2 0.001 4 0 2 0 2 69 5 max 0 5 -0.017 5 0 5 0 5 0 5 0 5 0 5 70 min a 2 -0.03 2 0 2 0 2 0 2 0 2 0 2 71 M9 1 max 0 5 1.081 3 0 5 0 5 0 5 0 5 0 5 72 min 0 2 0.316 4 0 2 0 2 0 2 0 2 0 2 73 2 max 0 5 -0.053 5 0 5 4.528 3 -1.31 5 0 5 0 5 RISA-3O Version 20 [ MEZZANINE FRAMING.r3d] Page 14 SC-27 IIIRISA A EMETSCHEK COMPAN"I Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Stresses (Continued) 8/17/2022 4:12:08 PM Checked By : ___ _ Member Sec Axial[ksil LC y Shear[ksil LC z Shear[ksil LC v-Toofksil LC v-Botrksil LC z-Too[ksil LC z-Botfksil LC 74 min 0 2 -0.244 2 0 2 1.31 4 -4 .528 2 0 2 0 2 75 3 max 0 5 -0.078 5 0 5 3.241 3 -0.996 5 0 5 0 5 76 min 0 2 -0.29 2 0 2 0.996 4 -3 .241 2 0 2 0 2 77 4 max 0 5 -0.104 5 0 5 1.732 3 -0.559 5 0 5 0 5 78 min 0 2 -0.337 2 0 2 0.559 4 -1 .732 2 0 2 0 2 79 5 max 0 5 -0.129 5 0 5 0 5 0 5 0 5 0 5 80 min 0 2 -0.383 2 0 2 0 2 0 2 0 2 0 2 81 M10 1 max 0 5 1.007 3 0 5 0 5 0 5 0 5 0 5 82 min 0 2 0.275 4 0 2 0 2 0 2 0 2 0 2 83 2 max 0 5 0.503 3 0 5 3.115 3 -0.852 5 0 5 0 5 84 min 0 2 0.138 4 0 2 0.852 4 -3.115 2 0 2 0 2 85 3 max 0 5 0 5 0 5 4.153 3 -1 .137 5 0 5 0 5 86 min 0 2 0 2 0 2 1.137 4 -4.153 2 0 2 0 2 87 4 max 0 5 -0.138 5 0 5 3.115 3 -0.852 5 0 5 0 5 88 min 0 2 -0.503 2 0 2 0.852 4 -3 .115 2 0 2 0 2 89 5 max 0 5 -0 .275 5 0 5 0 5 0 5 0 5 0 5 90 min 0 2 -1.007 2 0 2 0 2 0 2 0 2 0 2 91 M11 1 max 0 5 0.072 3 0 5 0 5 0 5 0 5 0 5 92 I min 0 2 0.039 4 0 2 0 2 0 2 0 2 0 2 93 2 max 0 5 0.036 3 0 5 0.2 3 -0.11 5 0 5 0 5 94 min 0 2 0.02 4 0 2 0.11 4 -0.2 2 0 2 0 2 95 3 max 0 5 0 5 0 5 0.266 3 -0.146 5 0 5 0 5 96 min 0 2 0 2 0 2 0.146 4 -0 .266 2 0 2 0 2 97 4 max 0 5 -0.02 5 0 5 0.2 3 -0.11 5 0 5 0 5 98 I min 0 2 -0.036 2 0 2 0.11 4 -0 .2 2 0 2 0 2 99 5 max 0 5 -0.039 5 0 5 0 5 0 5 0 5 0 5 100 min 0 2 -0.072 2 0 2 0 2 0 2 0 2 0 2 101 M12 1 max 0 5 1.279 3 0 5 0 5 0 5 0 5 0 5 102 min 0 2 0.344 4 0 2 0 2 0 2 0 2 I 0 2 103 2 max 0 5 0.64 3 0 5 3.958 3 -1 .063 5 0 5 0 5 104 min 0 2 0.172 4 0 2 1.063 4 -3.958 2 0 2 0 2 105 3 max 0 5 0 5 0 5 5.278 3 -1.418 5 0 5 0 5 106 min 0 2 0 2 0 2 1.418 4 -5.278 2 0 2 0 2 107 4 max 0 5 -0.172 5 0 5 3.958 3 -1 .063 5 0 5 0 5 108 min 0 2 -0.64 2 0 2 1.063 4 -3.958 2 0 2 0 2 109 5 max 0 5 -0.344 5 0 5 0 5 0 5 0 5 0 5 110 min 0 2 -1.279 2 0 2 0 2 0 2 0 2 0 2 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d] Page 15 SC-28 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections -Strength Member Sec LC v finl 1 MEZZANINE COLUMN 1 max 0 5 0 2 min 0 2 0 3 2 max 0 5 0.107 4 min -0.001 2 -0.107 5 3 max -0.001 5 0.389 6 min -0.002 2 -0.389 7 4 max -0.001 5 0.791 8 min -0.004 2 -0.791 9 5 max -0.001 5 1.255 10 min -0.005 2 -1.255 11 MEZZANINE GIRDER 1 max 0 5 0 12 min 0 2 0 13 2 max 0 5 -0.082 14 min 0 2 -0.31 15 3 max 0 5 -0.115 16 min 0 2 -0.434 17 4 max 0 5 -0.082 18 min 0 2 -0.31 19 5 max 0 5 0 20 min 0 2 0 21 M3 1 max 0 5 0 22 min 0 2 0 23 2 max 0 5 -0.088 24 min 0 2 -0.31 1 25 3 max 0 5 -0.12 26 min 0 2 -0.429 27 4 max 0 5 -0.091 28 min 0 2 -0.325 29 5 max 0 5 -0.021 30 min 0 2 -0.072 31 M4 1 max 0 5 0 32 min 0 2 0 33 2 max 0 5 -0.001 34 min 0 2 -0.002 35 3 max 0 5 -0.001 36 min 0 2 -0.002 37 4 max 0 5 -0.001 38 min 0 2 -0.002 39 5 max 0 5 0 RISA-3D Version 20 LC z finl LC x Rotate fradl 5 0 5 0 2 0 2 0 3 0 5 0 2 0 2 0 3 0 5 0 2 0 2 0 3 0 5 0 2 0 2 0 3 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0.001 2 0 2 0 5 0 5 0.001 2 0 2 0 5 0 5 0.001 2 0 2 0 5 0 5 0.001 2 0 2 0 5 0 5 0.001 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 [ MEZZANINE FRAM ING.r3d] SC-29 LC (n) U y' Ratio 5 NC 2 NC 5 1147.075 2 1013.398 5 315.831 2 277.758 5 155.873 2 136.468 5 98.589 2 86.083 5 NC 2 NC 5 2645.347 2 699.531 5 1886.797 2 498.971 5 2646.361 2 699.814 5 NC 2 NC 3 NC 4 NC 3 2627.258 4 736.657 3 1967.349 4 550.126 3 2858.705 4 797.595 3 NC 4 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC LC 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 8/17/2022 4:12:08 PM Checked By : ___ _ (n) Uz' Ratio LC NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 Page 16 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections -Strength (Continued) Member Sec X fin] LC Y [in] 40 min 0 2 0 41 MS 1 max 0 5 0 42 min 0 2 0 43 2 max 0 5 -0.016 44 min 0 2 -0.054 45 3 max 0 5 -0.025 46 min 0 2 -0.084 47 4 max 0 5 -0.021 48 min 0 2 -0.07 49 5 max 0 5 0 50 min 0 2 0 51 M6 1 max 0 5 0 52 min 0 2 0 53 2 max 0 5 -0.049 54 min 0 2 -0.176 55 3 max 0 5 -0.068 56 min 0 2 -0.249 57 4 max 0 5 -0.049 58 min 0 2 -0.178 59 5 max 0 5 0 60 min 0 2 0 61 M7 1 max 0 5 0 62 min 0 2 0 63 2 max 0 5 -0.001 64 min 0 2 -0.002 65 3 max 0 5 0 66 min 0 2 -0.001 67 4 max 0 5 0 68 min 0 2 0 69 5 max 0 5 0 70 min 0 2 0 71 M9 1 max 0 5 -0.095 72 min 0 2 -0.337 73 2 max 0 5 -0.093 74 min 0 2 -0.325 75 3 max 0 5 -0.073 76 min 0 2 -0.254 77 4 max 0 5 -0.041 78 min 0 2 -0.139 RISA-30 Version 20 LC z [in] LC x Rotate [rad] 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 3 0 5 0 4 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0.004 2 0 2 0.001 5 0 5 0.004 2 0 2 0.001 5 0 5 0.004 2 0 2 0.001 5 0 5 0.004 2 0 2 0.001 [ MEZZANINE FRAMING.r3d] SC-30 LC (n) Uy' Ratio 2 NC 5 NC 2 NC 5 9898.586 2 2950.459 5 6347.96 2 1878.374 5 7686.444 2 2256.52 5 NC 2 NC 5 NC 2 NC 5 4453.562 2 1224.813 5 3161 .342 2 869.1 04 5 4424.888 2 1216.144 5 NC 2 NC 3 NC 4 NC 3 NC 4 NC 3 NC 4 NC 3 NC 4 NC 3 NC 4 NC 3 NC 4 NC 3 8458.397 4 2528.422 3 6972.738 4 2115.266 3 NC 4 3308.567 8/1 7/2022 4:1 2:08 PM Checked By : ___ _ LC (n) Uz' Ratio LC 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 Page 17 IIIRISA A NEMETSCHEI< COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections -Strength (Continued) Member Sec x [in] LC y fin] 79 5 max 0 5 0 80 min 0 2 0 81 M10 1 max 0 5 0 82 min 0 2 0 83 2 max 0 5 -0.014 84 min 0 2 -0.051 85 3 max 0 5 -0.019 86 min 0 2 -0.071 87 4 max 0 5 -0.014 88 min 0 2 -0.051 89 5 max 0 5 0 90 min 0 2 0 91 M11 1 max 0 5 0 92 min 0 2 0 93 2 max 0 5 -0.001 94 min 0 2 -0.003 95 3 max 0 5 -0.002 96 min 0 2 -0.004 97 4 max 0 5 -0.001 98 min 0 2 -0.003 99 5 max 0 5 0 100 min 0 2 0 101 M12 1 max 0 5 0 102 min 0 2 0 103 2 max 0 5 -0.041 104 min 0 2 -0.146 105 3 max 0 5 -0.071 106 min 0 2 -0.255 107 4 max 0 5 -0.087 108 min 0 2 -0.311 109 5 max 0 5 -0.093 110 min 0 2 -0.328 Envelope Beam Deflections Member Label Soan 1 MEZZANINE GIRDER 1 max 2 1 min 3 M3 1 max RISA-3D Version 20 LC z [in] LC x Rotate [rad] 5 0 5 0.004 2 0 2 0.001 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 0 5 0 5 0 2 0 2 -0.001 5 0 5 0 2 0 2 -0 .001 5 0 5 0 2 0 2 -0.001 5 0 5 0 2 0 2 -0.001 5 0 5 0 2 0 2 -0.001 Location [ftl 17.874 9.031 17.813 [ MEZZANINE FRAMING.r3d] SC-31 LC (n) Uy' Ratio 3 NC 4 NC 5 NC 2 NC 5 NC 2 3075.537 5 8007.273 2 2191 .32 5 NC 2 3075.537 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 NC 2 NC 5 9010.474 2 2420.441 5 6419.963 2 1724.564 5 9010.474 2 2420.441 5 NC 2 NC 8/17/2022 4:12:08 PM Checked By : ___ _ LC (n) Uz' Ratio LC 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 5 NC 5 2 NC 2 v' finl (n) L'/y' Ratio LC -0.004 NC 5 -0.434 499 2 -0.003 NC 5 Page 18 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Beam Deflections (Continued) Member Label Span Location [ft] y' [in) 4 1 min 8.625 -0.393 5 M4 1 max 6.94 -0.001 6 1 min 0 0 7 M5 1 max 0.275 -0.001 8 1 min 7.422 -0.086 9 M6 1 max 0.188 -0.002 10 1 min 9 -0.249 11 M7 1 max 6.667 -0.001 12 1 min 0 0 13 2 max 20.001 0 14 2 min 11.876 0 15 M9 1 max 0.158 -0.001 16 1 min 6.633 -0.087 17 M10 1 max 12.729 -0.001 18 1 min 6.5 -0.071 19 M11 1 max 1.953 -0.001 20 1 min 0 0 21 M12 1 max 12.729 -0.002 22 1 min 6.5 -0.09 Envelope A/SC 15TH (360-16}: ASD Member Steel Code Checks Member Shape Code Check Locfftl LC Shear Check Locfftl Dir LC Pnc/om fkl Pnt/om fkl 1 MEZZANINE COLUMN HSS4X4X8 0.406 0 3 0.02 9 V 3 117.079 180.24 2 MEZZANINE GIRDER W10X22 0.473 9.031 3 0.115 0 V 3 104.133 194.311 3 M3 W10X22 0.424 7.5 3 0.102 0 V 3 104.307 194.311 4 M4 W10X22 0.006 5.125 3 0.003 10.25 V 3 137.73 194.311 5 M5 W10X22 0.18 9.758 3 0.069 13.194 V 3 121 .878 194.311 6 M6 W10X22 0.274 9.188 3 0.067 18 V 3 104.307 194.311 7 M7 W10X22 0.008 11.667 3 0.004 11 .667 V 3 99.271 194.311 8 M9 W10X22 0.156 3.474 3 0.054 0 V 3 113.59 194.311 9 M10 W10X22 0.133 6.5 3 0.05 13 V 3 122.791 194.311 10 M11 W10X22 0.009 5.859 3 0.004 11 . 717 V 3 129.291 194.311 11 M12 W10X22 0.17 6.5 3 0.064 13 V 3 122.791 194.311 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d] SC-32 Mnvv/om fk-ftl 19.212 15.22 15.22 15.22 15.22 15.22 15.22 15.22 15.22 15.22 15.22 8/17/2022 4:12:08 PM Checked By : ___ _ (n) L'/y' Ratio LC 549 2 NC 5 NC 2 NC 5 1845 2 NC 5 869 2 NC 5 NC 2 NC 5 NC 2 NC 5 2079 2 NC 5 2191 2 NC 5 NC 2 NC 5 1724 2 Mnzz/om fk-ftl Cb Ean 19.212 1.626 H1-1b 53.321 1 H1-1b 53.321 1 H1-1b 64.018 1 H1-1b 64.018 1 H1-1b 53.321 1 H1 -1 b 50.088 2.101 H1-1b 57.119 1 H1-1 b 60.007 1 H1-1b 57.119 1 H1-1b 60.007 1 H1-1b Page 19 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Member Advanced Data Label I Release 1 MEZZANINE COLUMN 2 MEZZANINE GIRDER BenPIN 3 M3 BenPIN 4 M4 BenPIN 5 M5 BenPIN 6 M6 BenPIN 7 M7 BenPIN 8 M9 BenPIN 9 M10 BenPIN 10 M11 BenPIN 11 M12 BenPIN RISA-3D Version 20 J Release Physical Yes BenPIN Yes BenPIN Yes BenPIN Yes BenPIN Yes BenPIN Yes BenPIN Yes BenPIN Yes BenPIN Yes BenPIN Yes BenPIN Yes [ MEZZANINE FRAMING.r3d] SC-33 Deflection Ratio Options **NA** Default Default Default Default Default Default Default Default Default Default 8/1 7/2022 4:12:08 PM Checked By : ___ _ Seismic DR None None None None None None None None None None None Page 20 IIIRISA A NEMETSCHEK COMPANY Model Settin s Solution Members Company : BWE Designer : mla Job Number : 11852A Model Name : Jonis Mezzanine Number of Reoorted Sections Number of Internal Sections Member Area Load Mesh Size (in1 Consider Shear Deformation Consider Torsional Waroina Wall Panels Annroximate Mesh Size (in) Transfer Forces Between lntersectina Wood Walls Increase Wood Wall Nailina Caoacitv for Wind Loads Include P-Delta for Walls Ootimize Masonrv and Wood Walls Maximum Number of Iterations Processor Core Utilization I Single Muffiple (OpUmumJ Maximum to vertical direction Default Member Orientation I Default Global Plane for z-axis Plate Axis I Plate Local Axis Orientation Codes Hot Rolled Steel Stiffness Adiustment Notional Annex Connections Cold Formed Steel RISA-3D Version 20 5 100 144 Yes Yes 24 Yes Yes Yes Yes 3 y Yes 1 xz I Global AISC 15th (360-16): ASD No None AISC 14th (360-10): ASD AISI S100-16: ASD [ MEZZANINE FRAMING.r3d] SC-34 8/17/2022 4:15:19 PM Checked By : ____ _ Page 1 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Model Settings (Continued) Stiffness Adiustment Wood Temoerature Concrete Masonrv Aluminum Structure Tvoe Stiffness Adiustment Stainless Stiffness Adiustment Concrete Comoression Stress Block Analvze usina Cracked Sections Leave room for horizontal rebar solices (2*d bar soacina) List forces which were ianored for desian in the Detail Reoort Rebar Column Min Steel Column Max Steel Rebar Material Soec Warn if beam-column framina arranaement is not understood Shear Reinforcement Number of Shear Re ions Re ion 2 & 3 S acin Increase Increment in Seismic RISA-3D Seismic Load Ootions Code Risk Cateaorv Drift Cat Base Elevation (ft) Include the weiaht of the structure in base shear calcs Site Parameters Is, (g) SD, (g) RISA-3D Version 20 Yes <Iterative) AWC NDS-18: ASD < 100F ACI 318-19 TMS 402-16: ASD AA ADM1-15: ASD Buildina Yes (Iterative) AISC 14th £360-10): ASD Yes (Iterative) Rectanaular Stress Block Yes Yes Yes 1 8 ASTM A615 No 4 4 ASCE 7-16 I or II Other 0 Yes 10.354 0.459 [ MEZZANINE FRAMING.r3d] SC-35 8/17/2022 4:15:19 PM Checked By : ___ _ Page 2 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Model Settings (Continued) I SDs (g) T, (sec) Structure Characteristics T Z (sec) TX (sec) C,Z ex C,Exo. Z C.Exo. X RZ RX QoZ QnX c.z c,.x oZ ox RISA-3D Version 20 1 ~-775 0.02 0.02 0.75 0.75 2.5 2.5 1.25 1.25 2.5 2.5 1.3 1.3 [ MEZZANINE FRAMING.r3d] SC-36 8/17/2022 4:15:19 PM Checked By : ___ _ Page 3 lltRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Load Combinations Descriotion Solve P-Delta 1 LRFD STRENGTH CHECKS 2 IBC 16-5 (a) y 3 IBC 16-5 (b) y 4 IBC 16-7 (a) y 5 IBC 16-7 (b) y 6 7 DRIFT CHECK 8 IBC 16-5 (a) Yes y 9 IBC 16-5 (b) Yes y 10 IBC 16-7 <a) Yes y 11 IBC 16-7 (b) Yes y 12 13 DEFLECTION CHECKS 14 Deflection 1 Yes y 15 Deflection 2 Yes y 16 Deflection 3 Yes y 17 18 ASD LEVEL CHECKS 19 IBC 16-12 (b) (a) y 20 IBC 16-12 (b) (b) y 21 IBC 16-14 (a) y 22 IBC 16-14 (b) y 23 IBC 16-16 (a) y 24 IBC 16-16 (b) y 25 IBC 16-8 y 26 IBC 16-9 y 27 28 OVERSTRENGTH LFRD 29 IBC 16-5 <os-a) y 30 IBC 16-5 (os-b) y 31 IBC 16-7 (os-a) y 32 IBC 16-7 (os-b) y 33 34 RISA-3O Version 20 BLC Factor BLC Factor BLC DL 1.2 Sds*DL 0.2 Rho*EL DL 1.2 Sds*DL 0.2 Rho*EL DL 0.9 Sds*DL -0.2 Rho*EL DL 0.9 Sds*DL -0.2 Rho*EL DL 1.2 Sds*DL 0.2 EL DL 1.2 Sds*DL 0.2 EL DL 0.9 Sds*DL -0.2 EL DL 0.9 Sds*DL -0.2 EL DL 1 LL 1 DL 1 LL 1 DL 1 Sds*DL 0.14 Rho*EL DL 1 Sds*DL 0.14 Rho*EL DL 1 Sds*DL 0.105 Rho*EL DL 1 Sds*DL 0.105 Rho*EL DL 0.6 Sds*DL -0.14 Rho*EL DL 0.6 Sds*DL -0.14 Rho*EL DL 1 DL 1 LL 1 LLS DL 1.2 Sds*DL 0.25 EL DL 1.2 Sds*DL 0.25 EL DL 0.9 Sds*DL -0.25 EL DL 0.9 Sds*DL -0.25 EL [ MEZZANINE FRAMING.r3d) SC-37 Factor BLC 1 LL -1 LL 1 -1 1 LL -1 LL 1 -1 0.7 -0.7 0.525 LL -0.525 LL 0.7 -0.7 1 1.25 LL -1.25 LL 1.25 -1.25 8/17/2022 4:15:19 PM Checked By : ___ _ Factor BLC Factor 0.5 LLS 1 0.5 LLS 1 0.5 LLS 1 0.5 LLS 1 0.75 LLS 0.75 0.75 LLS 0.75 0.5 LLS 1 0.5 LLS 1 Page4 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope X-Direction Story Drift -Strength Loe Z,X 0 0 min -1 .859 0 0 Envelope Member Section Deflections -Service Member Sec X [in] LC V [in] 1 MEZZANINE COLUMN 1 max 0 16 0 2 min 0 14 0 3 2 max 0 14 0 4 min -0.001 16 0 5 3 max -0.001 14 0 6 min -0.003 16 0 7 4 max -0.001 14 0 8 min -0.004 16 0 9 5 max -0.001 14 0 10 min -0.006 16 0 11 MEZZANINE GIRDER 1 max 0 16 0 12 min 0 14 0 13 2 max 0 16 -0.11 14 min 0 14 -0.432 15 3 max 0 16 -0.154 16 min 0 14 -0.605 17 4 max 0 16 -0.11 18 I min 0 14 -0.431 19 5 max 0 16 0 20 min 0 14 0 21 M3 1 max 0 16 0 22 min 0 14 0 23 2 max 0 16 -0.117 24 min 0 14 -0.422 25 3 max 0 16 -0.162 26 min 0 14 -0.581 27 4 max 0 16 -0.123 28 min 0 14 -0.44 29 5 max 0 16 -0.028 30 min 0 14 -0.096 31 M4 1 max 0 16 0 32 min 0 14 0 RISA-3D Version 20 LC Drift Ratio % 8 1.722 9 1.548 LC z fin] LC 16 0 16 14 0 14 16 0 16 14 0 14 16 0 16 14 0 14 16 0 16 14 0 14 16 0 16 14 0 14 16 0 16 14 0 14 14 0 16 16 0 14 14 0 16 16 0 14 14 0 16 16 0 14 16 0 16 14 0 14 16 0 16 14 0 14 14 0 16 16 0 14 14 0 16 16 0 14 14 0 16 16 0 14 14 0 16 16 0 14 16 0 16 14 0 14 [ MEZZANINE FRAMING.r3d] SC-38 Loe Z,X 0 0 0 0 X Rotate rradl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.001 0 0.001 0 0.001 0 0.001 0 0.001 0 0 0 LC 2nd/1st Ratio 9 1.15 10 1.034 LC (n) Uv' Ratio 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 1970.784 14 502.163 16 1405.664 14 358 .2 16 1971.539 14 502.372 16 NC 14 NC 16 NC 14 NC 16 1957.307 14 543.089 16 1465.675 14 405.049 16 2129.735 14 586.64 16 NC 14 NC 16 NC 14 NC 8/17/2022 4:15:19 PM Checked By : ___ _ Loe Z,X 0 0 0 0 LC (n) Uz' Ratio 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 16 NC 14 NC 16 NC 14 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 16 NC 14 NC 16 NC 14 NC LC 9 10 LC 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 16 14 Page 5 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections -Service (Continued) Member Sec x [inl LC v finl 33 2 max 0 16 0 34 min 0 14 -0.001 35 3 max 0 16 0 36 min 0 14 -0 .002 37 4 max 0 16 0 38 min 0 14 -0.001 39 5 max 0 16 0 40 min 0 14 0 41 MS 1 max 0 16 0 42 min 0 14 0 43 2 max 0 16 -0.021 44 min 0 14 -0.071 45 3 max 0 16 -0.033 46 min 0 14 -0.111 47 4 max 0 16 -0.028 48 min 0 14 -0.093 49 5 max 0 16 0 50 min 0 14 0 51 M6 1 max 0 16 0 52 min 0 14 0 53 2 max 0 16 -0.065 54 min 0 14 -0.241 55 3 max 0 16 -0.092 56 min 0 14 -0.34 57 4 max 0 16 -0.066 58 min 0 14 -0.243 59 5 max 0 16 0 60 min 0 14 0 61 M7 1 max 0 16 0 62 min 0 14 0 63 2 max 0 16 0 64 min 0 14 -0.001 65 3 max 0 16 0 66 min 0 14 0 67 4 max 0 16 0 68 min 0 14 0 69 5 max 0 16 0 70 min 0 14 0 71 M9 1 max 0 16 -0.127 RISA-30 Version 20 LC z finl LC 15 0 16 14 0 14 15 0 16 14 0 14 15 0 16 14 0 14 16 0 16 14 0 14 16 0 16 14 0 14 14 0 16 16 0 14 14 0 16 16 0 14 14 0 16 16 0 14 16 0 16 14 0 14 16 0 16 14 0 14 14 0 16 16 0 14 14 0 16 16 0 14 14 0 16 16 0 14 16 0 16 14 0 14 16 0 16 14 0 14 15 0 16 14 0 14 15 0 16 16 0 14 14 0 16 15 0 14 16 0 16 14 0 14 14 0 16 [ MEZZANINE FRAMING .r3d] SC-39 x Rotate [rad] LC (n) Uy' Ratio 0 16 NC 0 14 NC 0 16 NC 0 14 NC 0 16 NC 0 14 NC 0 16 NC 0 14 NC 0 16 NC 0 14 NC 0 16 7374.447 0 14 2242.258 0 16 4729.23 0 14 1422.132 0 16 5726.401 0 14 1701 .538 0 16 NC 0 14 NC 0 16 NC 0 14 NC 0 16 3317.904 0 14 894.841 0 16 2355.2 0 14 634.853 0 16 3296.542 0 14 888.244 0 16 NC 0 14 NC 0 16 NC 0 15 NC 0 16 NC 0 15 NC 0 16 NC 0 15 NC 0 16 NC 0 15 NC 0 16 NC 0 15 NC 0.005 16 NC 8/17/2022 4:15:19 PM Checked By : ___ _ LC (n) Uz' Ratio LC 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 Page 6 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections -Service (Continued) Member Sec x [in] LC y [inl 72 min 0 14 -0.456 73 2 max 0 16 -0.124 74 min 0 14 -0.437 75 3 max 0 16 -0.099 76 min 0 14 -0.34 77 4 max 0 16 -0.054 78 min 0 14 -0.185 79 5 max 0 16 0 80 min 0 14 0 81 M10 1 max 0 16 0 82 min 0 14 0 83 2 max 0 16 -0.019 84 min 0 14 -0.07 85 3 max 0 16 -0.026 86 min 0 14 -0.098 87 4 max 0 16 -0.019 88 min 0 14 -0.07 89 5 max 0 16 0 90 min 0 14 0 91 M11 1 max 0 16 0 92 min 0 14 0 93 2 max 0 16 0 94 min 0 14 -0.002 95 3 max 0 16 0 96 min 0 14 -0.003 97 4 max 0 16 0 98 min 0 14 -0.002 99 5 max 0 16 0 100 min 0 14 0 101 M12 1 max 0 16 0 102 min 0 14 0 103 2 max 0 16 -0.055 104 min 0 14 -0.2 105 3 max 0 16 -0.095 106 min 0 14 -0.346 107 4 max 0 16 -0.117 108 min 0 14 -0.421 109 5 max 0 16 -0.125 110 min 0 14 -0.442 RISA-3D Version 20 LC z [inl LC x Rotate [radl 16 0 14 0.001 14 0 16 0.005 16 0 14 0.001 14 0 16 0.005 16 0 14 0.001 14 0 16 0.005 16 0 14 0.001 16 0 16 0.005 14 0 14 0.001 16 0 16 0 14 0 14 0 14 0 16 0 16 0 14 0 14 0 16 0 16 0 14 0 14 0 16 0 16 0 14 0 16 0 16 0 14 0 14 0 16 0 16 0 14 0 14 0 15 0 16 0 14 0 14 0 15 0 16 0 14 0 14 0 15 0 16 0 14 0 14 0 16 0 16 0 14 0 14 0 16 0 16 0 14 0 14 -0.001 14 0 16 0 16 0 14 -0.001 14 0 16 0 16 0 14 -0.001 14 0 16 0 16 0 14 -0.001 14 0 16 0 16 0 14 -0.001 [ MEZZANINE FRAMING.r3d] SC-40 LC (n) Uv' Ratio 14 NC 16 6301 .506 14 1924.397 16 5194.69 14 1622.52 16 8026.686 14 2554.592 16 NC 14 NC 16 NC 14 NC 16 8372.517 14 2241 .885 16 5965.418 14 1597.343 16 8372.517 14 2241.885 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 16 NC 14 NC 14 NC 16 NC 14 6712.803 16 1749.602 14 4782.872 16 1246.591 14 6712.803 16 1749.602 14 NC 16 NC 8/17/2022 4:15:1 9 PM Checked By : ___ _ LC (n) Uz' Ratio LC 14 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 16 NC 16 14 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 14 NC 16 16 NC 14 16 NC 16 14 NC 14 Page 7 IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections -Service (Continued) Member Sec X [in] LC y [in] RISA-3D Version 20 LC z [in] LC x Rotate [rad] LC [ MEZZANINE FRAMING.r3d] SC-41 (n) Uy' Ratio LC 8/17/2022 4:15:19 PM Checked By : ___ _ (n) Uz' Ratio LC Page 8 IIIRISA A NEME"'"SCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections • Strength Member Sec x fin] LC y fin] 1 MEZZANINE COLUMN 1 max 0 11 0 2 min 0 8 0 3 1 2 max 0 11 0.063 4 min I -0.001 8 -0.063 5 3 max -0.001 11 0.231 6 min -0.002 8 -0.231 7 4 max -0.001 11 0.469 8 min -0.003 8 -0.469 9 5 max -0.001 11 0.744 10 min -0.004 8 -0.744 11 MEZZANINE GIRDER 1 max 0 11 0 12 I min 0 8 0 13 2 max 0 11 -0.082 14 min 0 8 -0.31 15 3 max 0 11 -0.115 16 min 0 8 -0.434 17 4 max 0 11 -0.082 18 min 0 8 -0.31 19 5 max 0 11 0 20 min 0 8 0 21 M3 1 max 0 11 0 22 min 0 8 0 23 2 max 0 11 -0.088 24 min 0 8 -0.311 25 3 max 0 11 -0.12 26 min 0 8 -0.429 27 4 max 0 11 -0.091 28 min 0 8 -0.325 29 5 max 0 11 -0.021 30 min 0 8 -0.072 31 M4 1 max 0 11 0 32 min 0 8 0 33 2 max 0 11 -0.001 34 min 0 8 -0.002 35 3 max 0 11 -0.001 36 min 0 8 -0.002 37 4 max 0 11 -0.001 38 min 0 8 -0.002 39 5 max 0 11 0 RISA-3D Version 20 LC z fin) LC x Rotate fradl 11 0 11 0 8 0 8 0 9 0 11 0 8 0 8 0 9 0 11 0 8 0 8 0 9 0 11 0 8 0 8 0 9 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0.001 8 0 8 0 11 0 11 0.001 8 0 8 0 11 0 11 0.001 8 0 8 0 11 0 11 0.001 8 0 8 0 11 0 11 0.001 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 8 0 8 0 11 0 11 0 [ MEZZANINE FRAMING.r3d] SC-42 LC (n) Uy' Ratio 11 NC 8 NC 11 1875.848 8 1702.66 11 516.982 8 467.545 11 255.274 8 230.033 11 161 .504 8 145.22 11 NC 8 NC 11 2645.347 8 699.531 11 1886.797 8 498.971 11 2646.361 8 699.814 11 NC 8 NC 9 NC 10 NC 9 2627.258 10 736.657 9 1967.349 10 550.126 9 2858 .705 10 797.595 9 NC 10 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8/17/2022 4:15:19 PM Checked By : ___ _ LC (n) Uz' Ratio LC 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 8 NC 8 11 NC 11 Page9 ... IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections • Strength (Continued) Member Sec x fin] LC v fin] LC z fin] LC 40 min 0 8 0 8 0 8 41 M5 1 max 0 11 0 11 0 11 42 min 0 8 0 8 0 8 43 2 max 0 11 -0.016 11 0 11 44 min 0 8 -0.054 8 0 8 45 3 max 0 11 -0.025 11 0 11 46 min 0 8 -0.084 8 0 8 47 4 max 0 11 -0.021 11 0 11 48 min 0 8 -0.07 8 0 8 49 5 max 0 11 0 11 0 11 50 min 0 8 0 8 0 8 51 M6 1 max 0 11 0 11 0 11 52 min 0 8 0 8 0 8 53 2 max 0 11 -0.049 11 0 11 54 min 0 8 -0.176 8 0 8 55 3 max 0 11 -0.068 11 0 11 56 min 0 8 -0.249 8 0 8 57 4 max 0 11 -0.049 11 0 11 58 min 0 8 -0.178 8 0 8 59 5 max 0 11 0 11 0 11 60 min 0 8 0 8 0 I 8 61 M7 1 max 0 11 0 11 0 11 62 min 0 8 0 8 0 8 63 2 max 0 11 -0.001 11 0 11 64 min 0 8 -0.002 8 0 8 65 3 max 0 11 0 11 0 11 66 min 0 8 -0.001 8 0 8 67 4 max 0 11 0 9 0 11 68 min 0 8 0 10 0 8 69 5 max 0 11 0 11 0 11 70 min 0 8 0 8 0 8 71 M9 1 max 0 11 -0.095 11 0 11 72 min 0 8 -0.337 8 0 8 73 2 max 0 11 -0.093 11 0 11 74 min 0 8 -0.325 8 0 8 75 3 max 0 11 -0.073 11 0 11 76 min 0 8 -0.254 8 0 8 77 4 max 0 11 -0.041 11 0 11 78 min 0 8 -0.1 39 8 0 8 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d ] SC-43 x Rotate fradl LC (n) Uy' Ratio 0 8 NC 0 11 NC 0 8 NC 0 11 9898.586 0 8 2950.459 0 11 6347.96 0 8 1878.374 0 11 7686.444 0 8 2256.52 0 11 NC 0 8 NC 0 11 NC 0 8 NC 0 11 4453.562 0 8 1224.813 0 11 3161 .342 0 8 869.104 0 11 4424.888 0 8 1216.144 0 11 NC 0 8 NC 0 9 NC 0 10 NC 0 9 NC 0 10 NC 0 9 NC 0 10 NC 0 9 NC 0 10 NC 0 9 NC 0 10 NC 0.004 9 NC 0.001 10 NC 0.004 9 8458.397 0.001 10 2528.422 0.004 9 6972.738 0.001 10 2115.266 0.004 9 NC 0.001 10 3308.567 LC 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 11 8 8/17/2022 4:15:19 PM Checked By : ---- (n) Uz' Ratio LC NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 NC 11 NC 8 Page 10 ,. IIIRISA A NEMETSCHEK COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Member Section Deflections -Strength (Continued) Member Sec x [inl LC v finl LC z finl LC 79 5 max 0 11 0 11 0 11 80 min 0 8 0 8 0 8 81 M10 1 max 0 11 0 11 0 11 82 min 0 8 0 8 0 8 83 2 max 0 11 -0.014 11 0 11 84 min 0 8 -0.051 8 0 8 85 3 max 0 11 -0.019 11 0 11 86 min 0 8 -0.071 8 0 8 87 4 max 0 11 -0.014 11 0 11 88 min 0 8 -0.051 8 0 8 89 5 max 0 11 0 11 0 11 90 min 0 8 0 8 0 8 91 M11 1 max 0 11 0 11 0 11 92 min 0 8 0 8 0 8 93 2 max 0 11 -0.001 11 0 11 94 min 0 8 -0.003 8 0 8 95 3 max 0 11 -0.002 11 0 11 96 min 0 8 -0.004 8 0 8 97 4 max 0 11 -0.001 11 0 11 98 min 0 8 -0.003 8 0 8 99 5 max 0 11 0 11 0 11 100 min 0 8 0 8 0 8 101 M12 1 max 0 11 0 11 0 11 102 min 0 8 0 8 0 8 103 2 max 0 11 -0.041 11 0 11 104 min 0 8 -0.146 8 0 8 105 3 max 0 11 -0.071 11 0 11 106 min 0 8 -0.255 8 0 8 107 4 max 0 11 -0.087 11 0 11 108 min 0 8 -0.311 8 0 8 109 5 max 0 11 -0.093 11 0 11 110 min 0 8 -0.328 8 0 8 Envelope Beam Deflections Member Label Span Location rftl 1 MEZZANINE GIRDER 1 max 17.874 2 1 min 9.031 3 M3 1 max 17.813 RISA-3D Version 20 ( MEZZANINE FRAMING.r3d) SC-44 X Rotate rradl 0.004 0.001 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.001 0 -0.001 0 -0.001 0 -0.001 0 -0.001 8/17/2022 4:15:19 PM Checked By : ___ _ LC (n) Uv' Ratio LC (n) Uz' Ratio LC 9 NC 11 NC 11 10 NC 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 NC 11 NC 11 8 3075.537 8 NC 8 11 8007.273 11 NC 11 8 2191 .32 8 NC 8 11 NC 11 NC 11 8 3075.537 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 11 9010.474 11 NC 11 8 2420.441 8 NC 8 11 6419.963 11 NC 11 8 1724.564 8 NC 8 11 9010.474 11 NC 11 8 2420.441 8 NC 8 11 NC 11 NC 11 8 NC 8 NC 8 v' finl (n) L'/v' Ratio LC -0.004 NC 11 -0.605 358 16 -0.003 NC 11 Page 11 IIIRISA A NEMETSCHEI< COMPANY Company : BWE Designer : mla Job Number : 11852A Model Name : lonis Mezzanine Envelope Beam Deflections (Continued/ Member Label Soan Location fftl 4 1 min 8.625 5 M4 1 max 6.94 6 1 min 0 7 MS 1 max 13.057 8 1 min 7.422 9 M6 1 max 0.188 10 1 min 9 11 M7 1 max 6.667 12 1 min 0 13 2 max 20.001 14 2 min 11 .876 15 M9 1 max 15.002 16 1 min 6.633 17 M10 1 max 12.729 18 1 min 6.5 19 M11 1 max 1.953 20 1 min 0 21 M12 1 max 0.135 22 1 min 6.5 RISA-3D Version 20 [ MEZZANINE FRAMING.r3d] SC-45 v' finl -0.534 -0.001 0 -0.001 -0.113 -0.002 -0.34 -0.001 0 0 0 -0.001 -0.1 14 -0.001 -0.098 -0.001 0 -0.001 -0.125 8/17/2022 4:15:19 PM Checked By : ___ _ (n) L'/v' Ratio LC 404 16 NC 11 NC 8 NC 14 1395 16 NC 11 634 16 NC 11 NC 8 NC 16 NC 8 NC 14 1592 16 NC 11 1597 16 NC 11 NC 8 NC 14 1246 16 Page 12 .... ~ 24 HOUR SIRVICI CONTRACTOII LIC. NO "37153 Greater San Diego Air Conditioning Company, 3883 Ruffin Rd .. Suite C, Son Diego. CA 92123 (&1?) 469-78 18 FAX (619) 469 -7 621 E-mail: service gsdoc.com Inc. Air Bal a nce Rep or t Project: IONIS ----------------Address: 2280 FARADAY A VE Suite: Unit Information Unit# AC-3 Type: RTU Make: CARRIER Model: 50FCQA06A Serial: 3522C06862 I ~REA SERVED 1~ OTYUTPLEET ~--D_Es_1_G_N_--i1--------~ L...::..:::_j Airflow CFM PRELIMJNARY Airflow CFM EAST OFF 1 TB 8 175 225 AST OFF 2 TB 8 135 224 EAST OFF 3 TB 8 150 207 EAST OFF 4 TB 8 200 232 S UTHOFF 5 TB 8 135 121 SOUTH OFF 6 TB 8 135 121 SOUTH OFF 7 TB 8 135 112 SOUTH OFF 8 TB 8 135 10 OP N 9 HARD 12X6 200 195 OPE 10 HARD 12X6 200 145 OPE 11 HARD 12X6 200 136 OP 12 HARD 16X10 200 421 Su 2000 2245 EAST OFF 1 TB 8 145 158 EAST OFF 2 TB 8 105 182 AST OFF 3 TB 8 120 187 EAST OFF 4 TB 8 170 161 SOUTH OFF 5 TB 8 130 171 SOUTH OFF 6 TB 8 130 100 SOUTH OFF 7 TB 8 130 96 SOUTH OFF 8 TB 8 130 89 OPEN 9 TB 8 820 696 Return Tota] HARD 1 X 2 1880 1840 Outside Air 120 405 Project Manager: Commjsioning Technician: ------------- Job/Dispatch: 80099 --------- Test Device Information Flow Hood# Make: Model: Calibration Date: FINAL Airflow CFM 193 139 164 219 138 133 142 145 215 220 216 220 2144 144 108 118 179 129 123 128 125 822 1876 268 Shortridge 129% 166% 138% 116% 90% 90 % 83% 79% 98% 73% 68% 211% 0% 0% 109% 173% 156% 95% 132% 77% 74% 68% 400 PERCENTO DESI 110% 103% 109% 110% 102% 99% 105% 107% 108% 110% 108% 110% 0% 0% 99% 103 % 98% 105% 99% 95% 98% 96% 100% 100% 223% Date: 2/24/2023 ~ 24 HOUR SIIIVIC! CONTRACTOR LIC. NO 437153 Greater San Diego Air Conditioning Company, Inc. 3883 Ruffin Rd .. Suite C. Son Diego. CA 92123 (61'1 ) 469-7818 FAX (619) 469-7621 E-ma il: servlce@gsdoc.com Air Balance Rep ort Project: IONIS ----------------Address: 2280 FARADAY AVE Suite: U nit Information Unit# AC-4 Type: RTU Make: CARRIER Model: 50FCQA05A Serial: 4022C05122 I AREASERVED IE 11°~~:T11 ~ DESIG PRELIMI ARY AirflowCFM Airflow CFM FIRST FLR 1&2 SQUARE 12X6 200 212 FIRSTFLR 3&4 SQUARE 12X6 200 356 FIRSTFLR 5&6 SQUARE 12X6 200 199 FIRSTFLR 7&8 SQUARE 12X6 200 122 SECONDFLR 9 SC UARE 12X6 115 211 SECONDFLR 10 S1 >UARE 12X6 115 110 SECOND FLR 11 $1 UARE 12X6 115 102 SECOND FLR 12 s :JUARE 12X6 115 78 SECONDFLR 13 SQUARE 12X6 115 101 SECONDFLR 14 SQUA RE 12X6 115 212 SECONDFLR 15 SQUARE 12X6 115 111 Sunnlv Total 1605 1814 l<eturn Dittusers OPEN 1 SQUARE 16X10 315 311 OPEN 2 SQUARE 16X10 315 285 OPEN 3 SQUARE 16X10 315 359 OPEN 4 SQUARE 16X10 310 304 Return Total 1255 1259 Outside Air 350 555 Project Manager: Comm.isioning Technician: ------------- Job/Di pat h: 80099 --------- Test Device Information Flow Hood# Make: Shortridge Model: 8400 Calibration Date: I FI L I l'l(l:.LlMJNAK PERCENT OF Airflow CFM Y PERCENT DESIGN Of DESIGN 206 106% 103 % 214 178% 107% 202 100% 101 % 199 61% 100% 116 183% 101 % 121 96% 105% 115 89% 100% 113 68% 98 % 123 88% 107% 11 9 184% 103 % 118 97% 103 % 0% 0% 0% 0% 0% 0% 1646 113% 103 % 313 99% 99% 317 90% 101 % 310 114% 98 % 316 98% 102% 1256 100% 100% 390 159% 111 % Date: 2/24/2023 Development Services Planning Division 1635 Faraday Avenue (442) 339-2610 www.carlsbadca.gov PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST P-30 (Cityof Carlsbad In September 2015, the City of Carlsbad adopted a Climate Action Plan (CAP) that outlines actions that the city will undertake to achieve its proportional share of state greenhouse gas (GHG) emissions reductions. This checklist contains measures that are required to be implemented on a project-by-project basis to ensure that the specified emissions targets identified in the Climate Action Plan (CAP) are achieved. Implementation of these measures will ensure that new development is consistent with the CAP's assumption for relevant CAP strategies toward achieving the identified greenhouse gas (GHG) reduction targets. In this manner, a project's incremental contribution to a cumulative GHG emissions effect may be determined not to be cumulatively considerable if it complies with the requirements of the CAP, in accordance with CEQA Guidelines Sections 15064{h)(3), 15130(d), and 15183(b). * *City staff are currently not assessing the greenhouse gas impacts of California Environmental Quality Act projects by using the Climate Action Plan as a qualified GHG reduction plan under CEQA section 15183.S(b). Please consult with the Planning Department for further guidance. Additional information may be found on the Climate Action Plan Update and Vehicle Miles Traveled calculations staff report. This checklist is intended to assist project applicants in identifying CAP ordinance requirements and demonstrate how their project fulfills those requirements. This checklist is to be completed and included in applications for new development projects that are subject to discretionary review or require a building permit. APPLICATION SUBMITTAL REQUIREMENTS • The completed checklist must be included in the project submittal package or building permit application. Application submittal procedures can be found on the City of Carlsbad website. This checklist is designed to assist the applicant in identifying the minimum CAP-related requirements specific to their project. However, it may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP 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. • If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Planning Division or building official. • The requ irements in the checklist will be included in the project's conditions of approval or issuance of building permit. • Details on CAP ordinance requirements are available on the city's website. P-30 Page 1 of 7 Revised 3/22 City of Carlsbad Climate Action Plan Consistency Checklist STEP 1: LAND USE CONSISTENCY The first step in determining CAP consistency for discretionary development is to assess the project's consistency with the growth projections used in the development of the CAP. This section allows the city to determine a project's consistency with the land use assumptions used in the CAP. Projects found not to be consistent with the CAP's land use assumptions and that are projected to emit at or above the CAP screening threshold of 900 metric tons of CO2 equivalent (MTCO2e) GHG will be subject to a project-specific analysis of GHG emissions' impact on the environment in accordance with the requirements of the California Environmental Quality Act (CEQA). This may result in GHG-reducing mitigation measures applied as a condition of project approval in addition to compliance with the CAP ordinance requirements identified in Step 2 of this checklist. (Check the appropriate box and provide an explanation and supporting documentation for your answer) A. Is the proposed project consistent with the existing General Plan land use and specific/master plan or zoning designations? OR, If the proposed project is not consistent with the existing land use plan and zoning designations, does the project include a land use plan and/or specific plan, master plan or zoning designation amendment that 'M'.>uld result in an equivalent or less GHG·fotensive project 'Nhen compared to the existing designations? □ lf"Ves", proceed to Step 2 of the checklist. For the second option under Question A above, prOliide estimated project-related GHG emissions under bath existing and proposed designation(s) for comparison. GHG emissions must be estimated in accordance with the City of Carlsbad Guidance to Demonstrating Consistency with the di mate Action Plan. If "No", proceed to Question B. B. The CAP established a screening thresh ad of 900 MTCOie/year for new development projects to assist in determining consistenc.y 'Mth the CAP. The types and sizes of typical projects listed below have been determined to correspond to the CAP screening threshold. Will the proposed land use change result in the construction of less than any one of the following? • Single-Family Housing: 50 dwelling units • Multi-Family Housing: 70 dwelling units • Office: 35, CXXl square feet • Retail Store: 11,000 square feet • Grocery Store: 6,300 square feet • Other: If the proposed project is not one of the above types, provide a project-specific GHG emissions analysis to determine whether it is below the 900 MTCTJ2e/ye¥ screening threshold. If "Yes", proceed to Step 2 of the checklist. □ □ If "No", the project's GHG impact is potentially significant and must be analyzed in accordance with CEOA Applicant must prep¥e a Self-developed GHG emissions reduction program in accordance with the Oty of Garlsbad Guidance to Demonstrating Consistency lNith the Oimate Action Plan to demonstrate how it would offset the increase in emissions r:Ner the existing designations. The project must incorporate each of the applicable measures identified in Step 2 to mitigate cumulative GHG emissions impacts unless the decision maker finds that a measure is infeasible in accordance with California Environmental Quality M. Guidelines Section 15091 Mitigation in lieu of or in addition to the measures in Step 2 may be required, depending on the results of the project-specific GHG impact analysis.. Proceed and complete a project-specific Self-developed GHG emissions reduction program and Step 2 of the Checklist P-30 Page 2 of 7 Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist STEP 2: CAP ORDINANCE COMPLIANCE REQUIREMENTS Completion of this checklist will document a project's compliance with CAP ordinances, and in turn, demonstrate consistency with the applicable measures and actions of the CAP. The compliance requirements in this Step 2 apply to development projects that require a building permit. All other development projects shall implement all emissions-related mitigation measures from the General Plan Update EIR. Project No./Name: Property Address/APN: Applicant Name/Co.: Applicant Address; Contact Phone: lonis Pharmaceuticals Faraday Facility 2280 Faraday Ave., Carlsbad, CA 9201 0. APN: 209-120-20-00 Wayne Sanders c/o lonis Pharmaceuticals, Inc. 2855 Gazelle Court, Carlsbad, CA 92010. APN : 212-061 -45-00 760.603.2562 Contact Email: WSanders@ionlsph.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Jon Ohlson, AIA DGA Architects 2550 Filth Ave., Suite 115, S.D., CA 92103 Contact Phone: 619.820.4021 Contact Email: johlson@dga-sd.com Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. If your project includes alterations or additions to an existing building, please contact the Carlsbad Building Division for assistance in estimating building permit valuation, by phone at 760-602-2719 or by email at building@carlsbadca.gov. Estimated Building Permit Valuation (BPV): s~l_$_144_._,6_1_8_.7_6 _____ _ D Alterations: 0 BPV < $60,000 □ BPV ~ $60,000 □ Electrical service panel upgrade □ BPV ~ $200,000 □ New construction □ Alterations: P-30 N/A lAand 4A 4A lA and 4A Page 3 of 7 All residential alterations 1-2 family dwellings and townhouses with attached garages only Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist IXI BPV ~ $200,000 or additions ~ 18,5 1,000 square feet D BPV 2:' $1,000,000 1B, 2B and 5 Building alterations of~ 75% existing gross floor area D <! 2,000 sq. ft. new roof addition 2B and 5 18 also applies if BPV ~ $200,000 Please refer to Carlsbad Ordinance No. CS-347 and the California Green Building Standards Code (CALGreen) for more information when completing this section. A. 0 Residential addition or alteration~ $60,000 building permit valuation. See Ord. CS-347, Section 8. Year Built Si~~family Requirements D Before 1978 Select one: D Duct sealing D Attic Insulation D Cool roof D 1978 and later Select one: D Lighting package D Water heating package D Between 1978 and 1990 D 1991 and later 8. 00 Nonresidential* new construction or alterations~ $200,000 builorig pemit valuation, or additions~ 1,000 square feet See CAI.Green Appendix AS, Discussion AS.Z as amended in CS-347, Section 3. AS.203.lll D OUtdoor lighting: . 90 Allowed Outdoor Lighting Power AS.203.112 D Restaurant service water heating (comply v.ith California Energy Code Section 140.5, as amended) AS.203.12.1 Choose one as applicable: D .95 Energy budget ~ .!XI Energy budget AS.1111 •• D On-site renewable energy AS.211.3•• D Green power [d offered by local utility provider, 50% minimum renewable sources) AS.2121 D Elevators il!d escalators AS.213.1 D Steel framin P-30 Page 4 of7 0 N/A _________ _ D fJ<ception: Home energy score ~ 7 (attach certification) Multi-family Requirements D Attic insulation Select one: D Attic insulation D Duct Sealing D Cool roof Select one: D Lighting package D Water heating package D N/A ________ _ 18 N/A Outdoor lighting Is existing -No change II N/A Office T.I. D N/A fgJ N/A exempt per •• jg! N/A exempt per .. ~ N/A No elevator Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist 11!1 N/A No exterior framing proposed • Includes hotels/motels and high-rise residential buildings 0 For alterations~ $1,000,000 BPV and affecting> 75% existing gross floor area, or aterations that add 2,000 square feet of new roof addition: comply with California Energy Code section 120.10 instead. A. D Residential new construction (for bulding permit applications s&bmitted after 1/1/20). Refer to 2019 c.aifomia Energy Code section 150. l(c) 14 for requirements. Note: if project includes installation of an electric heat pump water heater pursuant to c.arlsbad ordinance CS-348, inaease system size by .3kWdc if PV offset option is selected. Roor Plan ID (use additional CFA #d.u. Calculated kWdc* sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 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. Exception □ □ □ □ kWdc B. D Nonresidential new construction or alterations ~$1,000,000 BPV and affecting ~75% existing floor area, or addition that ill(reases roof area by ~2,000 square feet Please refer to cart.sbad Ordinance CS-347, Section 6 ~en completing this section. Choose one of the following methods: 0 Gross Floor Area (GFA) Method GFA: D If< 10,000s.f. Enter: 5 kWdc Min. System Size: D If i 10,000s.t. calculate: 15 kWdc x (GFA/10,000) •• ___ kWdc ••Round building size factor to nearest tenth, and round system size to nearest whole number. D Time-Dependent Valuation Method Annual TOV Energy use: .. • x .80= Min. system size: ____ kWdc •••Attach calculation dorumentation using modeling software approved by the California Energy Commission. P-30 Page 5 of7 Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist A. D Residential and hotel/motel new cunstruction Please refer to Carlsbad Ordinance CS-347 and CS-348 when completing this section. □ For systems serving individual dwelling units choose one: □ 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 CA Energy Code Section 120.10 (for high rise residential hotel/motel) or 150.l{c) 14 (for low-rise residential) □ Heat pump water heater meeting Tier 3 or higher NEEA Advanced Water Heating Specification □ 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 □ Recirculation system per CS-347 (high-rise residential, hotel/motel) or CS-348 (low-rise residential) □ Solar water heating system that is either: □ .60 solar savings fraction or 40 s.f. solar collectors □ .40 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction Please refer to carlsbad Ordinance CS-347 when completing this section. D 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: A. D Residential New construction and major alterations• Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: □ One EVSE ready parking space required □ Exception : □ Multi-family residential· □Exception· Total Parking Spaces EVSE Spaces Proposed Capable Ready Cllcul atlons: Total EVSE spaces = .10 x Total parking (rounded up to nearest vJiole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest wtiol e number] EVSE other= Total EVSE ~es-EVSE Installed (EVSE other may be N(apable, n MReady" or nlnstalled.») Installed Total P-30 Page 6 of7 Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist *Major alterations are: (1) for one and two-family dwellings and townhouses wth 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 'Mthout 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/ex plumbing systems are proposed. B O Nonresidential new construction (indudes hotels/motels) □Exception· Total Parking Spaces EVSE Spaces Proposed Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 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 and over 10 percent of total 50 percent of Required EV Spaces A. List each proposed nonresidential use and gross floor area (GFA) allocated to each use. B. Employee ADT/1,000 square feet is selected from the Oty of Carlsbad Employee ADTTable. Use GFA Employee ADT /1,000 S.F. Total Employee ADT Office New 2,509 s.f. 13.0 3 Total 3 If total employee ADT is greater than or equal to 110 employee ADT, a IDM plan is required. •NOTE: Not'Mthstanding the 110 employee ADT threshold above, General Plan Mobility Element Policy 3-P.11 requires new development that adds vehide traffic to vehide LOS-exempt street facilities to implement TDM and transportation system management strategies. Please consult 'Mth Gty of Carlsbad Land Development Engineering (LDE) staff to determine 'Mlether this policy applies to your project. IDM plan required: Yes □ Nci Ii LDE Staff Verification: □ _____ (staff initials) P-30 Page 7 of7 Revised 07/21