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Home My WebLink About2180 RUTHERFORD RD; ; CBC2023-0230; PermitBuilding Permit Finaled { City of Carlsbad Commercial Permit Print Date: 05/31/2024 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Ed ition: Sprinkled: Project Ti tle: 2180 RUTHERFORD RD, CARLSBAD, CA 92008-7328 BLDG -Commercial Work Class: 2120702500 Track#: $27,090.80 Lot#: Project#: Plan#: Con struction Type: Orig. Plan Check#: Plan Check#: Tenant Improvement Permit No: Status: CBC2023-0230 Closed -Finaled Applied: 07/26/2023 Issued: 01/12/2024 Finaled Close Out: 05/31/2024 Final Inspection: 05/16/2024 INSPECTOR: de Roggenbuke, Dirk Kersch, Tim Description: CALLAWAY GOLF COMPANY: T.I. (470 SF); NO CHANGE IN OCCUPANCY, NEW CONTROL ROOM DESIGNATION Applicant: BRIDGET CARNEY 3207 GREY HAWK CT CARLSBAD, CA 92010-6662 (760) 305-1359 FEE BUILDING PLAN CHECK Property Owner: CALLAWAY GOLF COMPANY 2180 RUTHERFORD RD CARLSBAD, CA 92008 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) COMM/IND Tl -STRUCTURAL FIRE F Occupancies Tl Fl RE Plan Resub (3rd&Subsequent Submittal/hr) SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $2,594.39 Total Payments To Date: $2,594.39 Contractor: PACIFIC BUILDING GROUP 9752 ASPEN CREEK CT, # STE 150 SAN DIEGO, CA 92126-1083 (858) 552-0600 Balance Due: AMOUNT $501.80 $197.00 $104.00 $821.00 $791.00 $170.00 $2.00 $7.59 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or ot her 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 an d sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previousl y 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 COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Est. Value PC Deposit Date CE( z,oz3 0230 .,s 2,7,o 90 . 00 Job Address2180 RUTHERFORD ROAD Suite: APN:212-070-25-00 ----· Tenant Name #:CALLAWAY Lot #:25 Year Built: 1988 ------------------------ Year Built: __ _ Occupancy:_F __ Construction Type:_VB __ Fire sprinklers@'ESQNO A/C:0YESQ NO BRIEF DESCRIPTION OF WORK:TENANT IMPROVEMENT, NO CHANGE IN OCCUPANCY, NEW CONTROL ROOM DESIGNATION. D Addition/New: ___________ New SF and Use, _________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ ~Tenant Improvement: _47_0 ___ SF, Existing Use: _F ______ Proposed Use: _F _____ _ ____ SF, Existing Use: Proposed Use: _____ _ D Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ D Solar: ___ KW, ___ Modules, Mounted: 0Roof 0Ground D Reroof: _________________________________ _ ~ Plumbing/Mechanical/Electrical IN SERVICE OF Tl Oother: _________________________________ _ APPLICANT (PRIMARY CONTACT} Name: BRIDGET CARNEY Address·3207 GREY HAWK CT SUITE 150 PROPERTY OWNER Name:CALLAWAY-DOUG CASEY Address:2180 RUTHERFORD ROAD City· CARLSBAD State: CA Zip: 92010 City: CARLSBAD State: CA Zip:_92_0_0_8 __ _ Phone· 760-305-1359 Email·BRIDGET.CARNEY@CRBGROUP.COM Phone:877-723-5218 Email: DOUGCA@TCBRANDS.COM DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: STEVE TOMKO Business Name: BRANDON STEVENS Address: 100 N PACIFIC COAST HIGHWAY SUITE 600 Address:9752 ASPEND CREEK CT SUITE 150 City:EL SEGUNDO State:CA Zlp:_9_02_4_5 __ City:SAN DIEGO State:CA Zip:_92_1_2_6 ___ _ Phone: 310-612-9659 Phone: 858-552-0600 Email: STEVE. TOMKO@CRBGROUP .COM Email: BSTEVENS@PACIFICBUILDINGGROUP .COM Architect State License: C-11342 CSLB License #:SOZ.$76:, Class:-=B ______ _ Carlsbad Business License# (Required): '&l.-p$ I l.O 7 '135' 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. /agree to comply with a{{ City ordinances and State laws relating to building construction. NAME (PRINT): BRIDGET CARNEY SIGN:_~_._,"Jo.~,d.....__.C_~ ___ --=a, ___ DATE: 26JUL Y2023 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-60~8 ~ Email: Bullding@carlsbadca.gov REV. 07/21 .. '!'', IS 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: lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 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 foUowing declarations (CHOOSE ONE): □, have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. _____________________________________ _ -OR- D1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: ____________________ _ Polley No. __________________________ Expiration Date: ______________ _ -OR- Ocertificate of Exemption: I certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage ls unlawful and shall subject an employer to crlmlnal penalties and clvll fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there Is a construction lending agency for the performance of the work this permit is Issued (Sec. 3097 {I) Civil Code). lender's Name: ____________________ lender's Address: ___________________ _ CONTRACTOR 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): ________ SIGNATURE: _________ DATE: _____ _ Note: If the person signing above Is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: n 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. ~44, 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- (!]1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). -OR-□, 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 can not legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044of the Business and Professions Code, ts available upon request when this application Is submt tted or at the fol/owing Web site: http: I I www.leglnfo.ca.gov/ ca/aw. html. OWNER 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): BRIDGET CARNEY Note: If the person signing above Is an authorized agent for the property owner Include fo 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 07/21 Building Permit Inspection History Finaled {City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2023-0230) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 07/26/2023 Owner: CALLAWAY GOLF COMPANY Issue Date: 01/12/2024 Subdivision: CARLSBAD TCT#81 -10 UNIT#02A Status: Closed -Finaled Expiration Date: 10/15/2024 IVR Number: 50908 Scheduled Actual Inspection Type Inspection No. Inspection Date Start Date Status 01/22/2024 01/18/2024 BLDG-14 237051 -2024 Passed Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS BLDG-Building Deficiency 02/27/2024 02127/2024 BLDG-85 T-Bar, Ceiling 240504-2024 Partial Pass Grids, Overhead Checklist Item COMMENTS BLDG-Building Deficiency Clarification needed for duct wrap . BLDG-14 Frame-Steel-Bolling-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 03/18/2024 03/18/2024 BLDG-16 Insulation 242402-2024 Partial Pass Checklist Item COMMENTS BLDG-Building Deficiency BLDG-17 Interior 242403-2024 Partial Pass Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency BLDG-85 T-Bar, Ceiling 242372-2024 Partial Pass Grids, Overhead Checklist Item COMMENTS BLDG-Building Deficiency Clarification needed for duct wrap. BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-SW-Inspection 242587-2024 Passed Friday, May 31, 2024 Address: 2180 RUTHERFORD RD CARLSBAD, CA 92008-7328 Primary Inspector Reinspection Tim Kersch Passed Yes Tim Kersch Reinspection Passed Yes Yes No No No Tim Kersch Reinspection Passed Yes Tim Kersch Reinspection Passed Yes Tim Kersch Reinspection Passed No Yes Yes Yes Yes Tim Kersch Inspection Complete Incomplete Incomplete Incomplete Incomplete Complete Page 1 of 3 PERMIT INSPECTION HISTORY for (CBC2023-0230) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 07/26/2023 Owner: CALLAWAY GOLF COMPANY Status: Scheduled Date 0312012024 03/22/2024 04102/2024 04118/2024 Issue Date: 01/12/2024 Subdivision: CARLSBAD TCT#81-10 UNIT#02A Closed -Finaled Expiration Date: 10/15/2024 IVR Number: 50908 Address: 2180 RUTHERFORD RD CARLSBAD, CA 92008-7328 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 03/20/2024 BLDG-13 Shear Panels/HD (ok to wrap) 242732-2024 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-16 Insulation Checklist Item 242731-2024 COMMENTS BLDG-Building Deficiency 03/22/2024 BLDG-44 243004-2024 Rough/Ducts/Dampers Checklist Item COMMENTS BLDG-Building Deficiency 04/02/2024 BLDG-85 T-Bar, Ceiling 243888-2024 Grids, Overhead Checklist Item COMMENTS Status Passed Passed Passed Passed BLDG-Building Deficiency Clarification needed for duct wrap. 4/2124 T -bar ok. Fire caulking ok BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 04118/2024 BLDG-34 Rough Electrical 245532-2024 Checklist Item COMMENTS BLDG-Building Deficiency Passed Passed Yes Yes Yes Yes Yes Yes Yes Tim Kersch Complete Passed Yes Tim Kersch Complete Passed Yes Tim Kersch Complete Passed Yes Dirk de Roggenbuke Complete Passed Yes Yes Yes Yes Yes Tim Kersch Complete Passed Yes Friday, May 31 , 2024 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBC2023-0230) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date 04/22/2024 Closed -Finaled Actual Inspection Type Start Date 04/22/2024 BLDG-Final Inspection Checklist Item Application Date: 07/26/2023 Owner: CALLAWAY GOLF COMPANY Issue Date: 01/12/2024 Subdivision: CARLSBAD TCT#81-10 UNIT#02A Expiration Date: 10/15/2024 IVR Number: 50908 Address: 2180 RUTHERFORD RD CARLSBAD, CA 92008-7328 Inspection No. Inspection Primary Inspector Reinspection Inspection Status 245834-2024 Partial Pass Tim Kersch Re inspection Incomplete COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final Yes BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final No 05/16/2024 05/16/2024 BLDG-Final Inspection 248572-2024 Passed Dirk de Roggenbuke Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Friday, May 31 , 2024 Page 3 of 3 Inspection & Material Testing PROJECT NAME CallaWa}'. Golf ADDRESS 2180 Rutherford Rd Carlsbad CA ARCHITECT ENGINEER Bin9 V. la CONTRACTOR PBG Construction OTHER SBW INSPECTION DATE 07Feb2024 PLAN FILE/OTHER BLDG. PERMIT/OTHER CBC2023-0230 City of Carlsbad MAY 1 G 2024 RECORD co BUILDING DIVISION INSPECTION REPORT INSPECTION D CONCRETE □ REINF. STEEL □ MASONRY □ P.T. CONCRETE ~ FIELD WELDING D SHOP WELDING D BATCH PLANT D EXP. ANCHOR D OTHER MATERIAL SAMPLING ___ OF PAGE Hours ------- REPORTNO. MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in2 REINF. STEEL GR/SIZE STRUCTURAL STEEL A36A500 HIGH-STRENGTH BOLT MASONRY BLOCK OTHER 0 CONCRETE O MORTAR O GROUT O FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL O STRUCTURAL STEEL O BOLTS O OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Arrived to site listed above as requested to perform visual Inspection of welding per AWS D1 .1 Standards. Upon Arriving I met with Jeff the Superintendent with PBG and reviewed the design drawings and details that pertain to the work being done. SBW is re-installing the added HSS beams and Panel Point reinforcement for the new HVAC roof top unit. Details Revised 3,6/S1 . I then verified the welder certs were current and valid. SBW completed the install and welding of the supplemental steel. All welds are acceptable. All work mentioned above is complete and complies with the design drawings and AWS D1 .1 Standards. ~~~a:= ---1- •rw;,:r.i..,-•~~•LOCO-.O~ Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Erich Hansen CERTIFICATION NO. SD#1418,ICC#9534870,ACl#02080301 SIGNATURE __ J\L':::=--__,,.-c._ _____ _ RJS Inspection Report Project Name: Callaway Page: 1 _______ of 1 Report#:'------- Project Address: 2180 Rutherford Rd, Carlsbad 92008 Pennie#: CBC2023-0230 Archltecc; File#: Engineer: Prime Engineering DSA#: Contractor: PBG Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --Structural Steel --H.S. Bolts -----H.S. Bolts __ Pfans/Specs __ M:isonry --Prisms -----Cone.PSI --Clearances --Concrete --Mortar/Grout -----Grout PSI --Positions __ Fireproofing --Cone. Cylinders -----Mortar PSI --Sizes __ Epoxy --Fireproof -----Steel __ Laps Other: Other: Elect./Wire Consolidation -----------_X_ Other: Expansion 1 nchor Other: -----Fireproof __ Torque Ft. lbs: Other: Other: Other: Other: ----------- Other: Other: Other: Other: ----------- Arrived on site to provide periodic special inspection of expansion anchor installations at new mechanical unit wooa rn1er connecuon m roOT. t1e1erencea sneet .:> 1.u oe1a11 o. 1..,omracmr p1acea Iii::'. .. di?mo+or Y 6 11?" loon Uil♦i KB-TZ2 anchors to 4X sleeper. Anchors were installed per ESR 4266. Verified torque to 40 ft/lb. Inspection took a total of 3 visits. City of Carlsbad RECORD COPY MAY 1 G 2024 BUILDING DIVISION CERTIFICATION OF COMPLIANCE: All reported work. unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. s011cc .~n , , . A Inspector: Michael Vidovich Cert 1262 / 8292714 f U V·J\, v✓,,.,__;\ 2/16/24 SI gnaw re Date . lnsp. ':)ate: Day I: Day 1: Day 3: Day ◄: :Day 5: Time Srart: 8 hrs Tlme Stop: Approved By: __________________ _ Project Superintendent October 23, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Tenant Improvement Address: 2180 Rutherford Road, Carlsbad CA Applicant Name: B1idget Camey Applicant Email: Bridget.carney@crbgroup.com OCCUPANCY AND BUILDTNG SUMMARY: Occupancy Groups: A-2, B F-1, -1 Occupant Load: I, 779 Type ofConsh-uction: V-8 Sprinklers: Ye Stories: 1 Area of Work ( q. ft.): 470 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: ontirmed Scope of Work: Confirmed Floor Area: onfirmed Attn: Building & Safety Department, True North COMP IANCE S RVIC S City of Carlsbad -FINAL REVIEW ity Permit No: BC2023-0230 True North No.: 23-0l -679 True North ompliancc Services, lnc. bas completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: I. Drawings: One (1) copy dated October l 0, 2023, by CRB onsulting Engineers, Inc. 2. Structural Calculations: One ( 1) copy dated July 5, 2023 by Prime Strnctural Engineers. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i .e., 2021 IBC, UMC, UP , and 2020 EC, as amended by the State of California), 2022 California Green Building tandards Code, 2022 California Existing Building Code, and 2022 alifomia Energy Code as appl icable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring th following to your attention: 1. In order to expedite the pennitting proce ', we have made annotation · (i n red ink) to heel A80-0 l. We have enclo ed the above noted documents bearing our review tamp for youru e. Plea e call if you have any que ·tion or ifwe can be of further assistance. Sincerely, True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 CITY CBC2023-0230 2180 RUTHERFORD RD CALLAWAY GOLF COMPANY: T.I. (470 SF); NO CHANGE II OCCUPANCY, NEW CONTROL ROOM DESIGNATION 2120702500 7/27/2023 CBC2023-0230 PRIME STRUCTURAL ENGINEERS 13272 Jacaranda Blossom Dr. Valley Center, California 92082 Tel (760) 519-5206 STRUCTURAL CALCULATIONS Callaway Golf HQ Tenant Improvement Mechanical Unit Support Structural Calculations Location: Carlsbad, CA Job No: Date: Pages: 2K23-90 07-05-2023 1 thru 13 A This Is a b~ta release of\he new ATC Hazards ,:;~ocetlon website. Please _co AA wi~ ~: ';~ . • . ~ ENGINEERS SHT:____,·1'-- 0 The ATC Hazards by Location website will not be updated to support ASCE 7-22. E!nd out why, £\TC Hazards by Location · Search Information Address: Coordinates: Elevation: Timestamp: . Mazard Ty~: 2180 Rutherford Rd, Carlsbad, CA 92008, US 33 .1324246, -117;2814081 281 ft 2023-06-27T21 :22:25.0342'. -Wind · ' .•·' ~~• ... . -'';1':i ,. .. . ...1.!.•~74'-,>"f'!°>'- .. -.. -•--"--· -· _(:)ogle, INEC,1-Repp a map error ASCE 7-16 ASCE 7-10 ',,;t:.:. · ASCE 7-05 MRl·.10Near 67 mph MRI 10-Year '" •.. ~ r. ' . 72 mph ASCE 7--05 Wind Speed 85 mph- MRI 25-Year 72 mph MRI 25-Year 79 mph 77 -:.· · ·as mph . MRI 50-Year mph MRI 50-Year ~~\.:• •. \:~<-·~''' MRI 100-Year 82 mph MRI 100-Year 91 mph Risk Category I ... . ,., .... 89 mph Risk Category I ... ~ ..... ' ' .... 100 mph Risk Category II 96 mph ,. Risk Category II • .' ·, ~:t .. '.:i• ,._. • • y' \(,~;: 110 mph Risk Category Ill 102 mph Risk Category Ill-IV 115 mph Risk Category IV • ......... --• .. 107 mph Tha results indicated t,ere 00 NOT teflect any state or local amen,c(,nf)tits to the values ,:;r any delineation lines rr,ade during the • building code adoptio~ process. Users sh~uld co~firm any output obt~ined from this tool with the local Authority Having Jurisdiction .. before proceeding with design. P!eese note that the.ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out Wh¼ Disclaimer Hazard,loads are Interpolated from data provided in ASCE 7 and n;iuBd~d up to.the nearest whole integer, Per ASCE 7, islands and co{-;stal areas outside the last conto~r should use the last wind spe~d contour of the coastal area -in some cases, this website wil! ext1'ap0late past the last wind spe~d contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind; borne deb1is region boundaries, the resulting determination Is sensitive to rounding which may affect whether.or not it is considered t•.> be within a wind-borne deb~is region .. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions . . ,. ,. ,' ;,• -. 2K23-90 . ' ' A PRIME JOB: a ·r1,1s i's a_ beta reiease ~fthe naw ATC Hazards by L~catlon 'website. Please'. s Sf2\ICIWAL, DATE: 0G/23 . ~ ENGfNEERS SHT: __ 2 _ • 0 Tt,e ATC Hazards by Location website will n~t-be updated to support ASCE 7-22. Find out why. l\T( Hazards by Location Search Information ,t\.rldress: Goordinates: . El.avation: • Timestamp: Hazard Type: 2180 Rutherford Rq, Carls~ad, CA 92008, US.A. 33.1324246, -117.2814081 281 ft 2023-06-27T21:23:33.0172 Seismic· , ,.· 1· .. ~r ~ i,.., ~••, I • ~ ! •. .~\i·)'J ;,ii ·r,;-,:,-~,· I • Reforence Document: ASCE7-16 ··-......... _ .. . o . epor1 a map mror ·: Risk Catego1y: II Bit~ Class: O-default 3~sic Parameters • ',. 1 .. H • Name Value , Oescriptton Ss 0.97,9 MCER ground motion (period=0.2s) ,., ,:) 1 0.357 MCER ground motion (perlod=1 .0s) ,\ . • SrvlS 1.175 Site-n,odified spectral acceleration value SMi * null Site-modified spectral acceleration value ·StJs d.783 Numeric seismlc·design value at 0.2s SA S01 *.null Numeric seismic design value at 1.Qs SA . . * See Section 11.4.8 vAdditional Information ~~::tme Value Description. SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s fv • *null . ·:Site amplification factor at 1.0s GRs 0.9 Coefficient of risk (0.2s) Cf~1 0.91 1 Coefficient of risk (1, .Os) WIND LOAD CALCULA1'.IO['l: COMPONENTS AND CLADDING (ASCE 7-16 CHAPTER 30) PFWJECT DESCR:PTION: 2K23-90 Callaway Golf HQ • WIND DESIGN CRITERI/-\ BASIC WIND SPEED, V35 (ASCE.7-16, .FIG: 26.5-1B) DIRECTIONALITY FACTOR., Kd (ASCE 7-16, T.26.6-1) IMPOl~TANCE FAC1"0f{_I: • EXPOSUHE, {ASCE 7.-16. 26.7.3) .· 1 .. , I 'i'•• VELOCWf-PRESSURE EXPOSURE COEFF., KZ (ASCE 7-'1 6 i:. 26.1( TOPOGRAPHIC FACTOR, K2t (AS.CE 7-16 §26.8.0) [KZT" 1.0 WILL BE USED, STRUCTµRE IS NOT NEAR A RIDGE _QR_ ESCARPMENT] MEAI\J ROOF-HEIGHT,' _h • ' . ROOF ANGLE ,-0 • •• LEAST HORIZ. B~IL_DING DIM. a= OCCUPANCY CATEGORY • 96 MPH 0.85 1.00 • C 1.01 1.00 33.5 FT . 0.00 D 365 FT.' 14.6 FT.· II • Velocity P1·essure, qh = :0,00256·Kz·K,t'Kd·Ke-V2·1 (Eq. 26.10-1) Wind Zones (Fig. 30.3-·I) qh =, 20.16 psf Int. Pre.ssure Coeff, GCp1 = ± 0.18 (T.26,13-1) b ternal Pressure Coefficient, GCP (Fig . 30.3-1.): . . --Effective Wind Area· 'IQ ff' 20 ft2 50 ft2 100 ft2 200 ft2 500:ft2 Zone 4, 5 (+) • 0.90 . 0.86 0.81 0.72 0.68 0.63 Zone 4 (-) • -0.99 .-0.95 -0,90 -0.81 -0.77 -0 .72 . Zone 5 (-) -1.26 --1.17 -1 .04 -0.95 -0.86 -0:72 (Note: Where roof angle~ 10°, GCp_is reduced by' 10%.) ' ' . _Design Wind Pressure on Wall Comppnents and CladdinQ19i 30): ··---~ p ;= qh·[(GCii)-(GCp1)]. (Eq. 30.3-1) Effectiv'3 Wind· Area 10 ft2 . 20 ft2 50 ft2 100 ft2 200 ft2 500ft2 Zone '4, .5 (-~)-21 .77 20.8?: 19.96 18.14 17.24 16.33 Zone4.H -2,3.59 -22.68 -21 .77 -19.96 -19.05. -18.14 Zone 5 H -29.03 -27.22 ~24,50 -22.68· • -20.87 .-18.14 ·,,:. '. ,' I .~ >-: >:'.·];'fi-~:: . ,: ···,.·,.,,'' 2K23-90 Callaway Golf HQ RTU-116 ROOF MOUNTED MECHANICAL UNITS .ASCE 7-16 (13.3.1} -, .. llNII' 1.-· 1;, ClJRll , .r I/ l" t :M t Pd L X L . 1 . ~ ' ' . Wp1 = 1803.00 lbs. Y= 47.00 in. y= 14.00 in. : X= 58.63 in. Sos ;::; 0.783 ap = 1.00 Rp = 2.50 I -p-1:-00 z/h::: . 1.00 Roof Curb Wp2= 80.00 lbs. SEISMIC DEIV\ANOS ON NONSTRUCTURAL COMPONENTS -ASCE 7-16 13.3.1 Fp = 0.376 Wp Fp.max = 1.2~.3 Wp ·'· ··.•._. • !.• Fp,m,n = 0.235 Wp ' •• 'Fp = 0.373 Wp Fp1 C -877.64 lbs. Fp2 = 30.07 lbs.- 0.2·S~·(Wp1+Wp2) = Fp,v = O.~$fWp Fp,v = 294.'88 lbs. UPLIFT CHECK (ASD) P.e= 0.7·[FpdY/2+y)/X] +0.7"[ Fp,/2) +0.?'Fp2*y/2/X= ' . . . 0.5Pd.mln = LOADING CHEC~·(ASO) '. Pe= 409.14 lbs. ··, ' 4~ \: ,•·:."~·?: Pd.max (2/3*Wp)= 1242.00 'lbs. Sum P/1.33= --Z238.36 lbs. 2/3 *. Wp= 1242,000 lbs i•,· '• : '·, ·,·· ,, ' 409.1 4 lbs. 941.50 lbs. • (ASCE 7-16 13.3-1) (ASCE 7-16 .tt3-2) • (ASCE 7-16 13.3-3) > Pe, NO lJPLIF'f DL + LL GOVERNS .. ' ; :,. • ),i.: ~' . : r. I ,, .. ' '· '#2 ':7~1 l) ~tt/ t7oq::/j&: ,A,_ 'PRIME JOB: 2K23-90 : Ir£ STRUCTURAL DATE: 06123 • J!la, ~NGINEER~ se~: s I ! .. ---· ., .... I ' t->tt4D·-/u~; ~--··· -w .)C.; >< · 1-·r ~ hf-✓ s ~ ~~ lrif i : I tvn,Jit) ,-v~,; u,,[C. •)< '/, C-')l .A-( :: ;~, 'hif w I I I I ' ', ' ' i )-l.~/?c: .Jr),.D/4 .:;. ~6c> '/F tP • tt?> -o, c. D = 5,18''"1f (i,17vr rz} ~ ' ' ~ C°'c)Jr~: -=--zsy : ; I ' ' I t I ' I l / PRIME JOB: 2K23·90 STRUCTURAL DATE: 06123 ENGINEERS SHT: s -------------------------===-==="'----Hilti PROFIS Engineering 3.0.85 www.hlltLcom --· -----· ~---···-----------___ ..... _______________ -.--.. -·~-·-•----- Company: Page: Address: Specifier: Phone I Fax: E-Mail: Design: Concrete -Jui, 27, 2023 Date: Fastening point: Specifier's comments: tin ut data J\nchor type and diameter: Item number: Effective ernbedment depth: Material: Evaluation Service Report: l5sued I Valicl: Proof: Stand-of/ installation: Anchor pla eR : Profile: Base material: Relmo cement: Seismic loads (cnt. C, D, E, or F) Kwik Bolt TZ2 -SS 3M 318 (2) hnom2 2210245 KB-TZ2 3/8x5 SS304 h,.,,,ct = 2.000 in., hnom = 2.500 in. AISI 304 ESR-4266 12/17/2021 I 12/1/2023 Design Method ACI 318-19 / Mech e0 = 0.000 in. (no stand-off); t = 0.500 In. '• x IY x I= 2.000 in. x 2.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) no profile cracked lightweight concrete, 3000, fc' = 3.000 psi; h = 4.000 in. hammer drilled hole, lnotalletion condition: Ory tension: not present, shear: not present: no supplemental splitllng reinforcement present edge reinforcement: none or < No: 4 bar Tension load: yes (17.10.5.3 (c!)) Shear load: yes (17.10.6.3 (c)) R -Tho anchor calculation is based on a rigid anchor plate assumption. Gl?ometry [In.] & Lo:cidtng [lb, In.lb] ' ., l( -·-------·--· Input d~to ond re-wit~ must Lie ct,ecked tor eonfOf'mrly wm, the exisUng tondldon-; and for plaustbiU~-: PROFIS l!hgineering ( e) 2003-2023 H11ti AG, FL-949• Schaan H,1111, a ,egislered Trademer1< or Hilb AG, 5chaan 6/27/2023 l-lilti PROFIS Engineering 3.0 .. 85 • IIJWW.hilti.com Company: Address: Phone I Fax'. Design: Fastening point 1.1 Deslgn res_ults I Concrete -Jun 27, 2023 Page: Specifier: E-Mail: Date: 2K23-90 A PRIMEJOB: J'r.£ STRUCTURAL DATE: 06/23 Ba, ENGINEERS SHT:____,_7_ 2 G/27/2023 c_· a_s_e ____ D_e_s_cr...:ip_t_io_n _____________ F_o_rc_e_s...:.[l_b.,___] i_M_om_e_nt_s___,_[_in_.lb--']'----------'-~-e_is_m_l_c __ M~a_x_. U_til. Anchor[%] 1 Combination 1 N = 254; v, = O; Vy::: 375; yes 56 M, "' O; My= O; M, "' O; Input data and results must be cnecked tor conformity with the-existing conditions and for plauslbllltyr•• : . PROFIS Engineering ( c) 2003-2023 Hilll AG, Fl-9494 Schaan Hiltt Is a registered Trademark at HII& AG·, Schaan 2 CJIS:;l,, Hilti PROFIS Engineerin~ 3.o:as www.hlltl.com .... ,. 2K23-90 A PRIMEJOB: A _STRUCTURAL DATE: 06/23 1:Z£~ ENGINEERS SHT:~s- ------------------------------;----------------~------Company: Page: Address: Specifier: Phone I Fax: I E-Mail: Design: Concrete -Jun 27, 2023 Date: Fastening point: 2 Proof I Utilization (Governing Cases) Design values [lb] ~oadlng Tension Shear Loading Proof Concrete Breakout Failure Concrete edge failure In direction y+ Combined tension and shear loads 0.267 3 Warnings '.·,).oad 264 375 Pv 0.655 it ... .• Please consid~r all details and hints/warnings given In the detailed report! Capacity 952 675 ~ 5/3 Fastening meets the design criteria! 1;.·,4 .... , · . . ·,, I ~~~~-;-;;;;;;; .;-;;;·,e•ults muat b; checlcod for conformity with th" ••isling conditions and for plauslbllltyl PROFIS Englnurtng ( c ) 2003-2023 Hlltl AG, FL,.9◄9'1 Schaan HIIU Is a regls1ered Tredemer1< of Hiltl AO, Schaan 3 6/27/2023 Utilization I\ I 13v [%] Status 27 /-OK -/ 56 OK Utllizatlon 13N,v [%1 Status •·-----· 49 OK '·'· ~-STRUCTURAL Oa~:___,.-=--- • ~ENGINEERS'. Sht: 10 RECTANGULAR/SQUARE HSS -SUBJECT TO FLEXURE AND AXIAL FORCE (LRFO DESIGN PER ANSI/AISC 360-05) DESCRIPTION, 2K22-90TI GKN Roof Screen Horizontal Member DESIGN PROPERTIES: Shape= HSS4X4X1/4 E = 29000 ksi -Fy·= A= d= b = t.design = bit= 'h/t,,; Apt= .• >--11 = Apw = Arw = ·MAJOR AXIS: 46.00 ksi 3.37 ir,2 4.00 in 4.00 in 0.233 in 14.20 14.20 28.1 2 35.15 60.76 143.12 kx.:;: k = . y Lx= l!y··= ., ' (KUr)x = (KL/r)y = Stress Increase = • HSS, <t>c = HSS, ¢b:;:: · MINOR AXIS: ' COMPACT FLANGE COMPACT WEB COMPACT FLANGE COMPACT WEB APPLIED LOADS~ Loads applied shall be in LRFD . Axial, Pr = 0.000 k Bending, M;= 9.09 k-ft = 109.08 k-in (+ in 3-1 Direction) Bending, My= 0.00 k-ft = 0.00 k-in (+ In 4-2 Dir.ection) CAPACITY: <t>c'·Pn ~ 106.68 k Mex = (Pb·Mmc = 16.18 l~·fi = 194.17 k-in Mey= <t>b·Mny = 16.18 k-ft = 194.17 k-in INTERACTION; 1.00 I= X 7.8 in4 1.00 Zx= 4.69 in~ 8.00 ft s.= 3.9 8.00 ft '. rx == 1.52 63.16 63.16 1.00 0:9 0.9 I = y 7.8 in4 z = y 4.69 in3 Sv= 3.9 ry= 1.52 Add'I Loads: • ~ t 83 DL LL P1= 0.00 k 0.00 k • P2= 0.00 k 0.00 l< P3=. 0.00 k 0.00 k P4= 0.00 k 0.00 k (Interpolate AISC Table 4-3) (See AISC Table 3-12 & 3-1 3) (See AISC Table 3-12 & 3-13) ~ 0.00 in 0.00 in 0. din 0.00 ir. 0.56 < 1 HSS4X4X1/4, ... OKI · .. , ., ' . ,··,. I J;, :• ''. I &_, PRIME JOB: 2K2J:90 •• Jlr~, STRUCTURAL DATE: 06/23 sa, ENGINEERS $HT: 1 .11 ~· w~11~~ tPM ~ ~t-rp1 s-: r . ' . * ~ flor-r;: a,mn/c :~1-~ t-J?K-c ~~J<Jc0 rt=>...t. A-WL . /tx:>/<;.F ~ lt:J/fP 6/L-·1'-f?Pld.r unf-£>, ~' )#./ Y I A-/VEL. f'c:>1 N r;. 7l/fs 1t..J1S w ~t,c:1,..1r , ,?t:111--'fit1u1J.r 1 Mre-fl ~ .s . 1 -.:;;/;fe 1 ~ev ~t<'Jf7fi?; ~ "m14tl u4--t>.s. ~~ ~A-!::J f>kc;1;;:I). o/\J ~ lt!?U -!lb -I ~?'o>'fp. ,_ $'-'c:!>, 2 /~'x 9?6~.,...1 ( C r 1../'-! _/ ::-~-l-1-f/sr <<' /ao;sr- e.?'/$!.TT~ 4nll-~~ w~ ~L_(IOtff' o/c::::__ '9,!Yf; ~ 'yl'W-~ ' . l l. I ; • i I . ; i • f A_ PRIME JOB: 2K23-90 • i'r£ STRUCTURAL DATE: os123 ~ ENGINEERS SHT: 12 11:----~--~~:,___-,---"""'7'""-:---r-~r~F~~--r-7'-----::~-0,1~ ill Tll2 .t T20'3 . .# f7J,V. ,1 /lff!J',PS'l=,. 'r . .:/l"t<;r t,f{!;i;.,J-,. ~ r00f(F • 1, ' f ~ ./'r t,.,?A-Jt' ~ . , ... rle,r ,,t-Df)EX). WiJ ~ ~ ft; • .,_. J' 1 ~;-• t/ ~-,!-/ fl'-r A{ ~ ;ti-, 2--/'>F _><-f' ~ I 2-:i ff . ,r1t-. ~ f ~ re;-/ ,.. l/ c./-o ,fr .. •. '-L --rr, i ~ .tMT,tC/f i:::xtrr,t/~ 7'' ,r C--A--~-1,,,,f-'17 o·,-...:J .. ; Existing T112 /k_ PRIME JOB: 2K23-90 ,;t>.s::, STRUCTURAL DATE: 06123 l!!/la, ENGINEERS SHT:____,_1,._3 _ 06/27/23 2K22-90TI (8U{slp12vls0b4148TBEAM ANALYSIS PROGRAM(slp9vls0b4148T SPAN LENGTH= 55.00 ft (6.43) (Bu(s/Jp (Simple Span) UNIFORM.LOADS (k/ft & ft) wd wl Xl 0.464 0.122 0.00 0.164 0.000 19.50 REACTIONS (k). LOAD Dead Live Total MAX:CMUM .FORCES V max = 16.81 LEFT 13.456 3.355 16.811 k @ Vd max = 13. 46" k @ :>C2 55.00 26 .83 RIGHT 13 .266 3.355 16 .621 0.00 ft . 0.00 ft· M max = 235 .72 k t't @ 26. 68 ft Md max -189 .64 ·k£t @ 26 .52 ft DEFLECT·IONS (EI = kin"2) LOAD Defl (in) X (ft) Total 127544058/EI 27.43 Live 25118468/EI 27 .50 Dead 102424486/EI midspan \/ TOTAL Def.l El: L I 180-34784744 L I 240 46379656 L I 360 69569488 Ll:VE • Defl EI L I 240 9133988 L I 360 13700983 L I 480 • 18267976 Reference Material RN --· 0 11 ...: :3. -A ... H 6 f.C 9 -·0 0 0-: BE AD -D ()'O -D S E -· E G C ·-E J' E! O· H O D -0 0 -ll O O O O C O 'V 1.'i · Tag~ AHU 4. 8 (ll;l;I) • Unit Infotmation Job Irj,forn.wti.on . ,Job Name: ,foh N umbe1'.:.· Caltaivay :w Print Lab ~lob #20220."11051 . )t\, • Approx. Op:/Ship,Weightii: • : • Supply CFMIESP: • 1717 11 717 lhs. (±5%). , 3200 I J.S:in. wg. Site Altitude: RClfrigei'ant s;: oti.c Pressure E::lernal: r:\'ilpnrator: :1il.Le1·,; Clean: Uirt Allowance Tot1d Capacity: Sr.:n,;ible Capacity: ),[,tent Capf.!city: M i:;ed Air Temp: • 1•:r-tc•i:_ing Air Temp: l,1• Air.Temp (Coil): f,y_ Air 'l'ernp (Unit) :sllJJply Air I•';iq: • :';A ·F,-1r1 RPM/Width:" · • Bxh'aust Ail_-.Fan: • • It,\ .Fim kPM , Il vi:lporutor Co'il: l•: v.•1 J);°l'll tor. F.-ace .Vel_ocity:· .• : tir,ting {rifomialion ' ' ' ·•·, ,,· Of( R--110A .1.50 ,in. wg. O."J 3 i,t. r~;g. ·O.:?(j iii . wg. 0.5 in. wg, Cross · Net 119.00 113.69 MBH 87.45 82.ltJMBH : ; 3.l./55 MBH ... r{:, 80.,10 °F DB . 66.30 °F WB--. 80.10 ~F DB 66.30 °F VVB 54.27 "F' DB 53.54 °F WB • 55. 7.9 "F DB 54.16 °F WB 1 x 220D70 @1,87 BHP ii8313.416'' . l x RM1_2X9X2@ 0.87 BHP , • : <!51 '!.9.'000" , • . 14. 6ft' 13 Rows.114 li'Pl 21 f!.4 ti/r1/ : . '.\pplkation EER@ Op. Conditfo~s: ' . . 10.8 ll:iting: .'4 6,0 IJ t60 U11itFLA_:, 27 ::XX)lt .'SKAIC- Qty HP VAC. • C<imp!'es1.;or 1: •· 1-460 ' < ·curi presi;or 2\ • , l 460' Curnfon!lel' Faris: 2 0)333 460 ~>llf.;rly I<'a.n-:· 1 3.00 . 460 1,;,h;nwt fan: 1 2,00 460 Cabinet Sr,und Powei· Levels* . Octa,ve Bands;: 6:'f 125· 250 , l>i.sch~rgeLW(dB): '. • 88 . 88 • 93 . • Llt,µm·n '.LW(dB):' . . 86 '., . 82 . · 84 • "Srn,11.,l j)~1wci· iev~l~;ii,'IJ gi.11e11. fo,. i.n.forinatil:,;wl pu.,Poses oni;,.''tr,e.. sou.ad leuels are ,a.ot g11.oranlecd. •. . . . ' . . ,·•,i- !l,it& Creat.,d/Morllfl&d16i6!2!)231:W,41 l;'M Using Ve,·-4.232: (CISNi.< 0123456) ' •·,, ' . . Pre-Filte1· FV I Qty:· Fi1ial Filter FV I Qty: Exhaust CFMIES.P/'l'SP: Outsid·e CPM: Ambient Telnperature: Return,Temperature: : I, Economize1·: Rea ting: • ·, Cabinet: . Re-Heat Coil: Total: Heating Secti.bn('.,'1') Prirna1·y Heat Type: • Totai CApacity:. Integrated Heat' Cap·acity:· OATe1np: . • RA Temp:·:·· , Er.tel'ing Air Temp: Leaving AirTemp: Auxilia1'.y Heat Tjrpe: Heating CFM: Fan Teinp)tise: Jw-Heat Coil:· Capacity: LADBIWB: Rl-l: 230.40 (pm 14 230.40 fprn 14 .. 3200 10.50 10.70 in. ivg: 960. • .92 °F DB 175 'FWB 75 °F' DB 162 "F WB 0.-12 in, 0/l;IJ. o:oo in. ·u;g. 0.07 in. u;g. ,(1.()2 in, 1vg. 2.5.'Jin. wg. Heat Pump . 92.4 MBH .. ?'HMBH ···.·, ·41.0"F DB I.no. °FWB 46,0 "F DB /40.0 °F Wlt 60.0 •p DB 145.0· "l-' W/3'. 86',<1 •p DB l fi6.4 "F 1,fl B No !Teai. 8200 .L5."F 5~JMBI-i 70.00 •p /59.-(i'i "F ·.55% ' Application COPH @Op._ Conditions; : 3.SJ8 •I , Minimum:Circu'it Amp: 29 Maximu11i Overcun·ent_: 35 Phase 3 3 1 3 3 500. 81 70 RPM 1110 . • 1.760 1760 . ' 1000 76 69 FLA l .G 4.8 3.,4 2000 ?a G;3_ RLA . 8.1 7.2 4000 70 t13 • 8000:, ,' ·: .:•' ., ·.:-,}::fl; .-'CLEARANCES ; 'LOCA>i"IOf-! :, UNIT SIZE• 9.• 15 TON· OUTSIDE AIR --48 .. . • (BACk) •. ,. CQNTROLS ,SIDE 48 '(FRONTJ . ' LEFTS/DE 6-- RIGHT SIDE 4-8 '. TOP .. . iJNOBSTR_L!CTED • . I I •. ,\ R.AISE MINIMU~ r r~R fHE SLJPPL Y AIR OPENING .. °7• I '•. • ,· •.. -- DET~ILC · ,;·•,;_ t' l ,.,.·;' I FRONT VIEW ·1----'~----~95~---~---~- ~ . 07~~-......... -~58¾ -.~\,,··· •.. ·, •~ONOf fl~Etl,_,_. 1 C«l.l·C'.:•:BS '-, ':\ . '-' CONlll:.NSEf ' . <:OIL •, FLllCE OLITLET- (OAJ•;:Hr:A. ! ONL VJ • CONTROLS ANO:HEATER . ~ESS • 11--<---.---55.l-·---~--i, INSIDE ~E R~U . 1--"-"'-'--.---;•':5aa--,..-_-~- OU1i1~ 8'AS;i RAILS. RNB-00003)~ev;c 06/18/20 CAR. RNB-00003 REV:C 08/1f</14"Ml.:W NOTE: ALL DIMENSIONS ARE:IN INCHES ------- I \ c::::::::i ~ _,-/ DETAIL A 'SEE DETAIL "'C" -------.,,, T◊PVIEW DETAIL. B ass.----~·7 ··-------- • -24~----39¾° • !'31 RIGHT SIDE V!EW' aai-----r-22f-·7 -- UFflJJ.tN I" UPT-Sl",.\JNLl:SS COl'ICENS,HE CONNECnON ' . ,.:i . 4 .. ' . .·,. {' i s.1.11, I.D . • ' • -"-------·· -·7,'JE~~=--:::=-=--~-E:--EEE~-~---S--=3:-~---=-··=--~t===----1: ,---------72 718 in i.0:----~--'-~ ,. : :·'. ::,: .. ,,_ ___ .__ ____ 75_ 1&161/J FlanQe 0,0, ---'--~~--...i ... ',, ,', I ! : ~-\ . \· ~' ~ ·; · ... ,;-. ' ,' .;, .•-·· ~ . ."l'""•· "1; 1 ... .,, ,. , .. •" r t ~-~-.. • :~• • .',-\ I • ~. ',• ;•, ', . . ' ~· ~ ' ·,··- . ~ .. '. . ,yt'/1} I ta?o (Lp~~•o~ ~ q .. o\::--,' ti\ ( r~ . (1)~~ e. Q,½'f. ' ~llj/4,,·~-- --"t, k . 'IC,/\ :,\-\ . • ::n:'RllSS ANALYSIS.; 48.LH98,0/J :::, •• :\ . flN000~5-01 . · · CALLl~WA..Y • Gl . J:3.J'>.fm LENG~:'H ~ II •• J.1 1/2 ;/ WQRK'.tNG :LENGTH 54 -:7 .1/2· DEPTit: 4Efi··'. . BC PP,NLS • LE= 1.0 '-> 0 5 :S.C 'PAN;ELS AT 8-0 ·:;:1.i· .PAHLS . LE= ',"f'rl <.:"I' RA I''ii LB=· 5 ..:.• 9 . .7 /8 END STRrJT:: TILTED · J. -~!:<-•~.-· • ,J: . 1~ 5 3/4· !:ei:R,'::3r::' • DIJl,G LE= :t i ~ 5 3/4 ' j DEPTHS . LE= 4s:: ooo . • t· 1: I M'Cfl,'T.TPLB! LOADING:. J)L +. LL ·SPECIAL l.S'I' COMP CENTERLINE ::: EP.F DEPTH :45. 6 . .RE=· 10-.0 RE ::-: 5-9 RE= 1-s RJi;= 11.:. r· .) RE= . 48. ooo . · RUN ON ' j5 ... 3r)' .. )fJ /66!f 7/8 3/4 3/4 ·•. ~; ,, :; : .! :·: . .,-;: :. ': . ' I . . . I D'r , l,Q)\J) o~ < ·9, 500<1,BS AT PANEL PT 7 . 27. 48 'LB -27 ,_48 'RE • l mtTRPt • SHEAR AD,iJEt.cTo EACH WEB~ 4 7;!5'q ,,,., . : :,.:,·· . ONIFORM .TC .·LOAD = 980 ,,,, UNIFORM BC LOAlJ= 0 R,•:ACTibNS Ri= +31,5i6.25 • R2'= +311516~.25, MIN Sl{R:-.! 7,879.(16 TL"' 6~ ~ 032. 5:0· --➔·---·-.:_ ____ STRE SS ANALYSIS • --. -.------ NO .MEM l W2 TC. F-· •. BC F SHEAR . WEB F CSC . · WEB, ·L .pp· DIST.r,.NCE ~74,38~' · 0 2&,744 '92 ,~21 2.774. 12~.50 0-2 ' ,-,•·r·r "'·I<'D END ·S"T'RU,~l' ". ' . . ,. , ..... 1 .L -., .,;.s .. .., -. ,.. .. • ., , ~ v~s -68 ,2~9 • a ~;543 I z .w3 -6a,2s9 ·11,·i21 2Ji 201 f ::; wt1. .-::9 6, 763 • rr,:321· 1a,1470 I ·l iih · •• -9·6, '76:':i . i.1'2, 079 14., 550 • t W6 ·-123, 268 -112 , 0 7 9 • 10., 6 30 r. t. ,. -·w7 -·123 ,268. •. • ,1:30·,.3'31 6 ,-110 t . '? W7 . ·-123 ,'26'8' .• • 130,331 -6 1 709 r: 13 W6 --123.,26 8 .. 11'2 1 079 -.1 0.,62•9 9 WS '· -96; ·763 ·' 11:2 I 079· -·14:, $4(9 'J.0 W4: . -96 ,76•:f.·• 7.7,32:1 -18,46$1 .i. J W3 -6 8; 289 .: •. '7°7, ·3·21 -23,:., 201 • ... s., 237 ,-:2Q ,, 994 . ·_',!.33, 713' • 28,,02'1' 22, :no -16 ,.63,B -16,638 22 I .3~·o· -28; ·02i ,·',:;.~,3.; 7 13 \'Z;,29·, 994 1. 486.' -~1 .'073 1.'45·1 -1 .451: 1.451 -1.·451 J.. 45J. ~1., 451: i ~ 451' .. J .·4·51 1:0.73 67: .-?,(j 48.-93 6·6 :20, .6·6 :20 6'6. 20 66 .. ·2 0· 66 .20 6,E;. ~ 20 • 66':20 66. io . 48,;93 l TTLTim END STRUT • . . V1S · -i4 ,3B3 . 77,321 S,t43 -8;237 -1 .4B6 67 ,76 I :i .. :,;~ . W2 . • .' •.• 7 4 /, 3,8 ~ . • q -2 8.;, 7 4 4 S 2 , 9 21 .. 2 . 7 74 12 6 > 13 0 { :. . . .. . . . -· ":' -..: .;. : sr1n VERTICALS [;"·'.\_3 . ~'i_i; ··SQE.NI;)·.·,.•. :· .. • 31.,Sl.6 .,31r.5M, 1.000 45 .60 ! l-l • •. VJ. E'rND ·.PNI.::,. ·· ·> ·s:,.543 -:-8, 2'.3 7 • i. 486 67. 76 : .l 5 V2 · I N'l~ERIOR • ·:.. . . 3·; 920 ; '-/~:3:,;.920 · 1. 000 45. 60 : MAx. ~r1-c coM~Rt?.ssroN.:.·-12~; ~·6a.· .. 6:? M'A,X' a·c' ·r:rENsrciN= 13 0, 33:i.·. 83 I'. MAX INT • TC 'pllJ~SL • LRNGTII ., 4s. o.o Ml\X INT Be PANEL LENGTH • I( ,. .': .. ~; ···s-97/fJ l .0 -6 . °11 ~-: r.· • 3 j4 · · · · 1·5-·~ .3/ 4 •. ' ·.•, •• ..• ··•,;\\. 19 -c: 3 /4. . . • ·, ;f,.•·· • ;;J -. , • . 23-·s 3/,L • • 27-5 3 / 4 • 31-5 J/1± 3!;,~ (5. 3/4 39·_ · 5 • 3 /4,. 43.:. 5 • 3/4 4,9 -1 5 /8 . 4-4-11 i/2 96 .00 1 ,..·.• • ' ·: . •. ~· . ... ; :~ ·,:~_.:+:/~ f I GTRrrns. ANALYSIS: 4BLH9B0/:1 ::;\.~ (: • 8NO o O 7 5 ··OJ. • CALLAWAY GC 1 r . . . ! -Hi:!:.:fm LENGTH WORE'.ING 'LENG"rH. i ,.,·" .:11. ~l /2 54~ '7 1/2 • • I. BC PJ\NLS LE= 10-0 5 BC .TC PANLS :LE= 5--9 7/8 -END PE·P'I'H 4 8 , .. : .:;\·. PANELS AT 8- ST,RU'l' rrILTED t·rR s':r HALF .LE=. -1-s ' PI I{ST DIAG LE= ·.·.11-,. S 3/4 SPECIAL 1ST COMP f:-3/4 1 ~ n BPTHS ! LE.::: .48 .. 000 . CENTERLI:t-TE= 4$.000 .. ·~ ~ I :ViULT'IPLB LOADING : DL +/-· WL I ~ 0 '11:'io'F : -DEPTH 4.S.6 RE= 10- RE= 5- RE::: .1- RE= 1{- o · 9 5 r.:· ::, RE= 48.QOO RUN ON 5<30 ~-9 8° I !J 0• ( 7/8 3/4 3/4 ' r PT LOAD 0.F . ~, 5.0CVLBS A"r :PANEL )?T 7 27. 48_ 1 LE ,,,.. 27. 48 r_RE , I ' HORiiON'l'AL FORC.E:S AT ENDS LEl:i''1' . END TC,_;, 13 , 100. o.o,~ BC::: r.ilGH'I' END 'I'C:: -13, 100, 00 / · BC:c.:: EXTRA SHEAR .ADDED TO EACH WEB:: 4750 < -0 .. ,oo .·.·:::Q'::oo UNIFORM TC LOAD= 85'7 ✓-UNIFORM 'BC LOAD= 0 g_EACTIONS Rl= +28 I, 1$6. 81 R2:= +;28 , 156 .·81 MIN SF{R= • 7 1 039. 20 -------------STRESS ANA!tYS.iS. ------------•• NO lYlEM •re-F .. :BC _ F SHEAR WEB F 1 W2 '._79·1 690 . 0 25,733 84,566 csc WEB L 'i.'IL'I'l"m E:ND, STRtJ'l' • VlS · ··:--74;361 W3 -:74,3 61 . ., W 4-. -l O O , J. 2 0 • • 4 _W5 -:1,-9·0 1 12.0 !3 W6 • -124, $54 6 .• W7 -124 ;554 i· 7 W7 --124, 55-4 f :J • W 6 -12 4 , 5 5 4 r. 9 W5 -100, 120 I 1 n 'i,'4 --100,12 0 [-1 :_;_ W3 -74, 361 f . 'i:' ILTED J~l'>ID STR"UT-' f \11S -79, 69(? t 2 W2 ~79~~9◊ ·t J SE SQ END :::.4 Vl END PN'L ·:i...s • V2 INTER:(:OR_ o·. 69,391 69,391 101,042 .i.01 , 0_4:2 . l ,18 J .258 1i-8, 258 101.,042 l0.1, 042 69 ,39:L , 69,391 69 / 39:1 0 ' -----STP i-"~b..X TC COMPRESSION'=-124 , 554 .64 4,847 20, 88.5 l6; 74_8 131320 9,892 6,464 :6,464 -9 ,·8-92 -13 ·, 320 -j_6, 74-8 -20,8-85 4 ,-'84:7 -2°5 / 7'3,3- VERTICALS \--(-;_ '7 / 2 0 3 :..27,509 31 ,213 -'.4 6,235 2.1. I 158 -16 ,-281 -16-, 2-81 . _·21,25$ '·\•.2.6 / 235 31,21.3 -27 ,509 -7,203 · 8_4: / .5Qb 2 .. 774 126 . .50 -1 .486 67.76 -1.073 48 •. 93 1.451 66. 2·0 .-1.451 .66.20 1-.451 66,. 20 -L451 66 .20 1 ,.45 1 66.20 -1. 4.5.1 66 .20 1.451 66:.'20 ..;1.451 -66. 2:0 1.073 48,93 .. -1.486 . 67,76 ··2-. 774 12-6. 5.0 2~,156 -~28,156 1 ;000 45.60 ·•1,847 ·--<-·1 ,203 _ 1 .486 ,97.7·6 3,428 -3,428 -1.000 45.60 MAX BC ':tENSION.= l.18, 258. 85 ,Y~AX IN"r' TC PANE_L LENGTH .= -.4.8 . 0 0 MAX INT • BC PA.i"fEL -LENGTH = TL=--56 ,313.63 PP. DJ;STANCE 0-2 5-9 7/8 10 -0 11 -5 3/4 15 -5 3/4 19-5 3/4 23-5 3/4: 27-5 3./ 4 31--5 3/1, -35-5· 3/4 39-5 3/4 43 -5 3./4 49-l 5/8 44-11 1/2 96.00 .·'· ·. ·., i; ..:> J. KJ.'.ibb .t~\IJU.t :r: ;:j_J_~ : 4ML.H'.:H.HJ / l • .J-.:..1, l;I·.· 8N00075-01 • CALLAWAY · GC. RUN ON • $-30 -98 BASE LENGTH WORKI NG LENGTH 54 -11 1/2 -~4-7 ·1/2 BC l?.ANLS LE= 10-0 DEPTH 48 E·FF DEPTH 45 .6 RE= 10-0 'I'C PANLS LE= 5-9 7/8 :FIRST HA'L,F LE=. 1-:-~-3/4· l?IRS'l' DIAG LE= :(1-5 3. / 4 5 BC PANELS AT 8-0 END . STRUT TILTED ·sPECIAL. lST. COI~P RE= 5 -9. 7 /8 RB= l ·· 5 3/4 RE= 11-5 3/4 LE= 48 .-000· CENTERLINE::: 48.00 0 RE= 48 .-000 Ui1JLT IPLE LQ.ADING: DL +/-· WL :P.'l' LOAD ·OF · • ·9,500'."'LB·S, AT PA.l'lEL· l?T HOIU ZON'rAt FO~CES·: AT. END$ . • 7 .LEFT' END 'l'C~,,·,.13.,10·0 .. oo_...,. BC= ,:·-°.'.·o_o RIGHT END TC,= • 13 ,100 .·oo ,.., BC:-:: _;:,:i'q-/oo K'KTR.~ SJIEA.If ADDED TO E:ACH WE:B:::: 475 <Y- UNIFORM TC LOAD= . 8'57 ,, . tJNIFORM ac-LO.AD::: 0 RE;ACTION'S R:L= +2·8 ,15.6.81 R.2==· +28,156 .--81 MINSBR::: 7,039.-2-0 l ._:_:11_ -----·------'-·-STR.ESS ·ANALYSIS -----·-------- NO· MEM · . TC F . :BC F .· SHEAR. WEB· F CSC WEB L fl l · W2 • • -53,4QO ·O 25 ,733 ~H ,·566 2 .. 774 l.2q .. S·Q i '1'ILTJID END STRUT • · Vl_S .• '.'48 .,.16·1 1 W3 ~48,161 Wf:I, -'73 ,.920 ·,:•·:· W5 -73,92:0 S W6 -98 ,3$..4 • ::i W7 ·-.. Qa .,·•354·. 7 W7 -98;35 •.. 1. g , W6 ··98,354 9 W5 -73,920 . [.; .1.◊-W4: .-,73,92 0 11 W3 -4a,161 I::_ 'l'II ."l'ED END ST:Rl.Y.t' VlS • -53, 490 [: ,):2 W2 • -53, 4_90 ,'.' 67. 7 6. . 0 4,847 · '. ·.:;.:::..;q, ,2 0'3 1. 4-86 69,391 20 ,885 ::r:·~··,·.7"• 5·0'9 -1:073 · 48;_9·3 ~-' I ,.. 69·, 391 ·16, 7.48 31 ,213 1.451. 66; 2-0. 1 01 ,042 13 ' 32'0 -.26·, 235 -·1 . 4·51 66,. 20' ld-l,042 9,89~ 2-i 1 258 1.451. 6fr, 20 ·l;J.8 1 2°58 6,464 •.• -16,281 ":l,451. ~6·.20 .118; 2.5'8 -6 ,,464 · -16, 28.1 l.451 (56: .. 2·0 10.1 .,_0·42 -9~892 .21 ,258' -1..45.l 66.20 . J.01 ., 042 ' -i'.3,32.0 ,.:·:..;a ·$ 235 .. • 1. "4.S). 66.20 ' 69 I 39J. : -16,, 748_ -' • .'}:3·1: 213 -1 . 45~. • 66·.20 .·6:9 ,391 · -20,885 -27(5.09 1 .07~: 1,l,8. 93 GS ,3§1 4,.B47 ~7,~0l ~1 .486 · 67.76 D -25 ,,7.33 84 ·,-S:66 -2. 7,74 126. 50 --·-·--$.Tb. VERTICALS ----!·. SE SQ E~· 28,156 -.2a,,·1s6 . 1.000 45.,60 MAX M.A.:X: in. END,,PNL 4 1 847 ·,>,\_7 1 20'3 1..486 67 .. 76. V2 • • Ii-iT-ER!OR . 3., 428 .;,3 , 4~8 1. 000 45'. 60 TC COMPREss:i:-oN=: -9$,3~4.64 • MAX BC. 'I'-ENSION;,,, llH ,258.BS INT TC_ ·PANEL LENGTH ·= 48 . 00 MAX INT BC PANE.L 'LENGTH = I ' TL= ~6, 31.3 . -6 J PP DISTA.1'\JCE 0 -2 5 ,. 9 7 /8' 10 --. 0 l1-.5 3/4 15 -5 3/4 19 -5 3/4 23-5 3/4 27-5 3/4 31-, .. ::S· 3/4 35-5 3/4 - 39 -r:-3/4 ..,J 43-5 .3 I 4 49-1 5/8 44 -J.1 1 /2 9~. 00 : •'· .. : ,,: ., •.I . S'lR88S i\NALYSIS·; 481.\H980/1 ""~. '1'112 ; ~9 RUN ON 5-30 ·98" H1'1'00075 -0 l . · ~LLAWl-tY G( ' • BASE LENGTH r.:· ,, -~ ·t ·1;2 _J liJ: .... .L .. . ~ 'W.ORKlNG LENGTH 54-· 7 1/.2 • r~C PANLf:; LE= 10-0 DEPTH 48 . EFF DEPTH 45. 6" RE=° 10- ( '1>1 ( 0 'I'C l?ANLS LE= 5-9 7 /8 'ti F:CRS'T HAT.,F' LE;; 1.:... 5 • 3'/4. FIRST DIAG LE=. 11-5 3/4 r . DflPi:IJS •• Llh •4iJ .. 000 5 BC P.AlfELS AT. 8-0 END STRUT TILTE.D • S-PEeIAL 1ST COMP .RE= RE1= RE= 5-9 7/8 J.-s 3/4 11-5 3/4 CENTERLINE= '48.000 RE'= 48,. 000 l MULTIPLE LOADING: DL + 0. 75 (".LL ➔·/-. WL) r ~ I ~ L ;1 I l?T LOAD OF ·9, 500,..,.LBS AT PANEL PT 7 27 .48 1 LE 27.48 1RE HORI ZONTAL FORC:E;S_: ~T . ENDS h f.:F."T END TC= 9 ·, 825. o·o:,.. BC= l R.JGHT END ·re = -9, 825. OQ / BC= 3X'!'Rl~. SHEAR ADDED '!'◊ EACH w:irn ~, 4750·,..,·· 0.00 .,o .0.0 UNIFORM TC LOAD ~ 949.25/ UNI.FORM BC LOAD= 0 REACTIONS Rl= +30,676.39 R2:::: +30,·676,:39 MIN S·HR= 7,6€>9.10 TL= 6:L ,3~j2 .78 ------~ ---,.. ---STRESS· ~At,YS-I S • 7' --------• -·-- NO MEM T.C F· . BC F SHEJ>J?. WEB F <i:S9 WEE L l?P DISTJ:1.NCE :L W2 -82·,25.9 . 0 27 1 ·9'91 90 ,832 2·,774 12·6 .. SO ,· 0-2 ··p f.LT1:::0 E:.ND STRUT VlS •• 76 1 357 W3 ::.76,·357 W-4 -104,152 4 ws -104,is2 ·: 5 W6 -130,140 · 6 W7 ~13Q,i40 . 7 W7 -'13(h J:4Q • g W6 -130,140 ~~ ~'15 .-104,152 tO W4 -1Q4;152 :l.l W3 -76,357 TILTED END S'I'RUT ' ,· 0 75., 338- 75,338 i .09,, 319 109 I 319• 127 ,:313 '127 I 313 ,109, 319 109'.; 3 :L9 75·, 3 38' 75 ,338 5,369 '>., .---7 , 978 2.2 , 622 · :..·29, 373 18,039 33,088 14,242 -2 7,575· 10 t 44•5 22 I 062 6,648 -16,'549. -6,~48 -16 ,549 -10,445 _ 22,·062 . -14,242 ~~27,575 -18,03.9. '°j3,088 -22,62~ -29,373 1.4"86 "'L073 . 1.451 ·-.1. ·451 1'.451 -1.4-51 1.451 --1.451 , 1 ~ 4~1 ..:1 . 45,1 1.073 67 ·."7·6 5-9 7 /8 • 48 ·.-93 10-0 .66. 20 11-5 3/4 • 6~.20 15-5 3 /4 66 .20 19-5 3/4 6 6 . 2 0 2 3 -5 3 /.-1 66 ~20 Z1-5 3/4 66.20 31-5 3/4 E? 6· . 2 0 \ ' 3 5 -5 3 / ,i 6 6· . 2 0 3 9 ~ 5 3 / 4 '48.93' 43-5 3/4 r. VlS -82,259 :: 1:2 W2 -82,:259 7.5', 3 3 8 9 , 3 6 9 • -7 , 9 7 8 -1 . 4 8 6 Q 7 .. 7 6 49-1 5/$ L14-'11. 1/2 r I I .!,3 ::,E SQ ENI? .1.4 V1 END PNL • J.S V2 INTERIOR -0 '-27 ,991 , 90 ,832 -2.774 ·126.50 ..:~_.:,_ STD · V.ERTI.CALS ---.-· ,30 I 676 , -30', 676 , 1. 0·00 45. 60 5 ,.369 • :::·.~7', 978 1. 486 , 67. 76 t'l.A..X TC COMPRESS!ON =-130,140 .17 3 ,797 -3,797 . 1..000 45 ,60 MAX BC . TENSION=· 127,313 .-5-9 MAX INT BC PANEL -LENGTH· :::· MAX INT 'I'C-PANEL LENGTJI = 4·8. 00 • ' . •l ' • .. :!:(,\; •••• ....... . . ,; ' '' 96 .·oo I.? I';-';• ·, STRESS.· AN.ALYS.XS: 4-8LH9'8Q/J -:-•-:i •. ·.T1_12 > j'Zt!) 1 • RUN ON 5<:s0•· 98 BN0.0075-·0l • • CALLAWAY Q<, ·• : .· -B.AS E • l!ENGTH r: ···--if 1/2 BC PA1'1'LS LE·= '.,~c -PlS.:NLS LE;, FIRS'P HALF ;LE= FIRS'!' DIAG LE:= UE\PTHS ·woRRrMG LENGTH _54_;_ . .7 ·:l/2 _. •• DEPTH . ;,, 48 . J.0-• 0 5-9 .. 7 /-8 . 1-· 5, 3/4 :p _-;5 '3/4 5 ·nc PANELS Jl~T 8 -0 • BND "STRUT TILTED · ·SPECIAL :i,$1' COMP .• CENTERLINE= 48.000 MlH.,'TI J?LE ~OADING: ·PL ·+ 0.75 (LL +/-WL) :_ ,_.-.,.· .. .li f ·LOAD OF .·9,.Stio.~·LBS ·AT PA.r."'JEL. P1'. 7 f' HORIZON'I'At FORCES .AT .ENDS ' • I,E};T • E·ND • TG-~ • . -.9., t,2:5. OQ.,.;, . ·:sc= 0. op RIGHT END TC=.'• ~ ,'82~. 00 'y,' • BC= . ,.•.=.:_9_:_.,;_·,_·.·.':o·.:·•·:o_ BXTP.A SHEAR ADDEO · TO E.AClLWEB= 4750""" UNIFORM TC LOAD= ··9·49 .. 25· ,.r UNIF'ORM BC LOA!>= O EFF DEPTH 45.p RE= 10- RE= 5- RE= .1 ... I RE= '11- 0 9 5 .5 RE::: 48.0DO RRACTIONS Rl=· ~;301 •676. 39 R2a: +30, 6~16 . 39 MIN· Si-IR= 7,669 .1.0 ----------:.:-,··--S'!'REr:;s Af.l'AtYs~r's ------------ /tJ1'?j 7 /8. 3/4 3/4 TL= 1· NO , • MEM . 'I'C Jr ' . _.'BC l;i" • .' SHEA:B. WEB. F CSC WEB L • PP DJ:ST.A.NCE • 1 .·:.w2 -GZi6:o9 -:·· •1 •. · o 21,9-91 -• 90-,a3-:2 21774 12q :-so o-2 • • TI l/l~ED END STRUT • • • : .· · · VlS -56 I '707' •. W3 ..:5 6 1 707 ~ ~w4 ~a4,so2 -'l W5 -84, 5 02 5 W6 -110,490 6 'rfn • -11 b ,.4 ~i o ·'7 WT -:i.10 ·,490 • .. t~ t•i G ···110, 490 S-· ws -84 , 50·2 J.. 0 N 4 • •· 84 , 5 0 2 : 1 1 W3 ·-56_·, 7 07_ 'TJ:L'I'E:D El\TD STRUT 0 .' 75 3·3.g , . . . 75,, 338 '.1.'09, 3·19· 109;3:L9. 127,313 12'7 I 3•J.3 109·,· 319 109' I 319. • ?5, 33-B '75 I 3 :3 8 • .!? , 3 69 22 622 ,. '18,.039 14,242 1.0'; 445 6 /· 64·8 . -6-,648 -1-0:,445 --14,242 --:18 ; 039 -22' 622 . 1 .. : .. .,_, rr. 9 7·9. ... I .. . • : -~-'2-st, 3 7 3 • 33; 08·8 -27,S-75 22, 06,2 -16 549 I . ;.16,549 22,062 '~_;,,7 ,-575 , :··/ ~-;3 '/ 0 8 8. •• -29 ,3'73 1:.4'8'6 -L07'3 1,.4·51 -1 ."4.51 .J..45'.L . -1. 45.1 1.451 -~:.451 1._.,4 51 ··1 ,4 51 67. 'r/.6 ·49·_,93 6·~·-.20 66 ;.20 66 .. 20_ 66.20 66.20 · 66 .20 • 66 .. 20 . 66'; 20· 48 ·.·93 •, 5-9 1·0.:..._ O 11-5 '15-5 • Ji9-· 5 23 -5 2.7·-5 :.n-5 3-5 -· 5 ~9-5 43-5 3/4 3/4 3/4 3 / ,j_ 3/4 3 /4 3 /4 3/-1 3 /4. r VlS --62,:609,· :'75,338 5,369 . '·-7,_978 ,,-1.486. 67<76 . 49-1 5 /H t· L.? W2 ~6-2,,60·9 ' • : -o · -·27, 991 ,90, 8J2 -2: 774 126 .50 44.-11 1 /2 ii . .. ·-· -... ~ -• STD· VERT!CALS -.:.. -·- ;: L'. BE SQ END · 3.(J,.676. _· -3·p, 676 • 1._.'0 06 45. 60 I,, ~:~~-~; • , ~~Ei~tR .-. . . • • ~:: ~-i :.·~ • >(:-;i: ;;; t ~~~-. :~·: ~-i ~··mx TC COMI?RESSION::::-i:1.0·, 490'_.17 • MAX BC . TENSION== 127, 3,13 .-59 f~.:AX I NT TC P,ANEL :LENGTH ::· • 4S. 00 Mfl..X INT BC PANEL LENGTH = . ' ,. ,'. : ' ,·: : Ir .. 1-··; • ••. ', ,' . ' ' ,• "' 96. 00 . .. -. . ' ' 43LR980 /,123 T112 1 ',3t)9 ; 8N00075-0l CA~LAWAY GOLF i -··-----r;ru'LTIJ?,LE ANA.LY.SIS .SUMMARY TEN TC COM ·BC TEN BC: COM l ;~ ' -) I ., t 4 !! .5 ,· 0 ·1 ! 8 Q -8 2 I 2 5 9 • 0 ,,g ' 0 -76-, 357 ·77 1 321 \~~' •• 0 -104,152 77,321 0 0 -104,~52 112,07~ 0 0 -130~l4ci llj_,079 _ 0 0 .-130~140 130,331 0 o . ~130,140 i3d,331 o 0 ~130,14~ 11i,019 0 9 1.() O -10~,152 112i~~9 . 4 ~ O • -104,152 77,J~l • -:~. 0 -76,357 77,321 0 O -82 ,259 0 -0 o ·o o · o o d· o o 0 ·O O 0 tlNIFORM LOAD:. TOP. CBORD= 980 WEB _TEN 92 I. 921 0 . 33,7l3 0 22,330 0 0 2.2, 330_ O· 33,713 0 92, 921 0 0 0 -------CONSOLIDA'l'E LE:FT & RIGHT •• ------•· l tl 9 TC TEN 0 0 0 0 0 0 0 0 0 TC:: CoM · -82 ,_259 -76 ,357 -"104 -;.152 ··'.1 0.4 152 , ' : ~130; 140 -1.30,140 0 0 0 BC 'rEN 0 77, 42,1. 77.,-321 11,2 I 079 112,-079 1"3 0, 3.;Sl 0 0 0 BC COM -0 0 0 o. - _i.)~:: :: ' 0 0 0 : MAXIMUM UNIFORM· LOAD:. TOP ClfORDc• -_-980 WEB TEN 9·2 :9'21. . I ,, I o· ~3, 713". 0 22, 33:0'. 0 0 0 0 W:EB CQM 0 -29 1 994 .• 0 -2 8, 021 0 -16., 638 -1$,€3& 0 -28 / 02-1 0 -29,994 0 -31,516 -8,237 -3 ,920 WEB COM 9 -29 ,994 ' 0 -28,021 0 -16 t 6-:s"s -311 51.6. -8, 237 -3 / 92·0 RUN ON 5-30-98 '. ) 073 r . . t .• ..,'I . . 1 ,, . i MEMBER SIZES: 8N000'75-01 4'8LB:98.~/113 •. T112 ,. 7.tt' 7 C.~LLAW.A,Y -GOLF F·· . . . 1 • Bih~'r/IN"G LOAD _ -· = 5:0.,000.00·0 'Fb -= 30,000.000 = • • • 9 .. a·o ·• 0 0 0 AS·SUMETO . F·ORC·E = _13 ·o , t~t-0 . 1·7 0 . OUTS IDE ,DEPTH •·. · · == , . 48. 000 . 'ASSUMED EFF .DEP.TH= 45-.·600 BC -.:: 42 AREA ·= -2.85_90 y ·(x} =·:·i ;1380 Ryy = ---~it Q·5T2 : Rz . -0.7880 13(~ tTN:f.F1 r;o·?ID . = • 18.7 :_ S·Q.0· ... :'' Sl -= 3. 83·0·4 ·-$s = ~;.. 523 0 'EC = 42 1 ARE.'!\. """ • 2. 8590 1-oc·. = .1 . .2.350. Rz = . 0; 7880. Ryy = 2 . 05i 2 ~.r .... 1 .. 1380. s1 .. ;: 3. 830.4 . ss . = 1 .. s2-~o· ·Qs !:? J .... oo.o·o A.CTU~I, EB'F DEPTif = : :--45 ;_7.24 • GAP ·BETWEEN CHORD= L 000 COPRECTED L OAD. 'l'C= 129;787.240 ·Be··. . • --12'.9.,978 .385 1.,/R.x. ~ 2.9. J.49· USING t . =. 4.8. d0 L/Ryy~ 17:,_,?50 USING L •. ~ 36. 00 L/Rz ::; 3 0 ._4;59. USING, ·L ; • 24 . 00 WtTH FILL,EiR:S K= . 0 . 7 5 Fa:= 27 ,096.1. USING L/R= ·.3"0,4.5 'F.1 e= 17 5,743:'82 Clll= 0.:94333 • MID PANEL MbMEN'l' .= 7 1 840. 000 Pi:i..N'EL POINT MOM . == 1-?, 6iso. 000 ; MID P.A.:NEL fb -. :,1., 023 .39 q · ·J?ANE~ J?OIN'l'_ fb,. = . 5·; 14 7. 529 ! :ta/Fa = · • : 0. 83 7 BENDING RAT:tO . --0 . fJ 37 rvmx LOAD (FI:t.LERS·}-,,;·, ;143, 821 _.·82 MAX-LOAD -NO' FILLER=-l~:9 , 082 .4:E; 1 ::-lO INTERIOR FILLERS REQUIRED . TOP CHORD l;l']?_= . 0. 87'4.83 ·usil'i(f.TC= 42'. ::~'A X 4. X· . 3.75 pp::;,. 27 / 845. 54254 M.AX .SHEAR. CK= 11,665. :t.4400 AT JOIN~r 7 ; BC ·S1'RESS · ;,,. 22 1 7:'$1.44210 -USING BC= 42 -= 4 X 4 X .375 1 • [',tf-\.X SHEAR CK~ .. 11, 87i. 04·1:1,3 AT. ·.rolNT -.6 ce,,_ . ..;LNEO BOT:r.oM: CFIORD STRESSES : MID -~PANEL --23,-5.14.64:9 E.-.m • P.AN'EL CHECK _ i.\X IAL LOli...D :cb PANEL . PT ~ND PANEt. CHECK W== 91fo = • LEFT E!ND LENG'I'.H- ::: .. ·82; 036 ."82 AXI AL STRESS fa = ·1 ,;is?.61 F 1 e • ·-· l~., 6':11 ~ 7& fb ·MI:D-~·PANEL ,·. ·0.912 fa/Fa · 2ANRL ·PT= ·_27,958.8 .MID,·:PANEL·= 0 ~ 9679 . ·NO: .:FILLERS .· -'?{•_':' •. . . ;:;: • 67 . 87 14,347 .ll, 49,438.51 '3;731 .07 ' .o. 807. L/R= 86 .°i3 FTRf:-:T PANBL CHECK -· LEFT 'END · l,El~CJTll =-674 ·88 . .l\X IAL LOAD -• 7 ~ , . .J.5 ()'; 92 _fb PANEL PT Cm PANlU , PT=- . . 1 7 , .;/ 5 r7 : :61 ·= ':13,61·1.79 '. .. • • 0. 892 26 ,929 ,5 • .MID< P~EL::% AXIAL s~r:RESS f,a = 13,317 .-75 F I e = 4·9, ~L3 ~ ·.·51 fr.> :MID-PANEL = .. 2, 04:3 .'4·5 fi/~a -~ 0 ,749 0 ~8331 NO FILLERS L/R= 86'.13- i • ;,:,J :- HOTTOM CHORD -L/Rz-=. • • 12i; .827 ·tc OAL/Ti:yf/ MJl~X BRIDGING; CHECK. TC= 29'. OS ,' BC= 41 . 02 1 = MOMENT .OF INERTIA=. s,·994.7 LL. 360el,374.0 LEN/360= 1.82 11 . : . ', :. ,.\• . RUN . ON 5 ~ 30 •• 9 8. • /D ~?tj I -'1 ' ,. , .. ~- I ' I I f· ' ,, t'. . ·re,,, . 4 2 ,::; 4 x 4 x . 3, s -··.:. .:. -.-WE'B DESTGN ------• Nu!ViB:eR -srzB.· QT¥. AcrruAi ·:r ALLow ·T A-C'.I'IJAL c . ALLow c WELD 1. 1~2 32 • 2 ·11 . 92,921 • 97, 3·s .4 o .42r319 2.S .l. :~ 1~3 ·2 3 2 ·B . •• o· 4i,201 29,~i9~ J2i19s 'io.9: J W4 '20 2 B ·33,·n3· 36,36'0 .. :;.-, 0 21,353 14 .. 6 ,1 v~s 2 4 ;.2 .B o. .49,510 . 2e,02:1: 29,885 a.·a : 5 W6 15 .. 2 B 22 ,33 0 29;088 0 14,9i7 1~:6 G W7 20 2 g O 36,360 • 16,638 21,353 7.2 ---·;.: STJ~lDARD VER'rICALS · --•• - ANGLE 3 . ~,. . ·.t\. 3 X 2 y. -· 2 X 2, X 2 X 2 X 2 • .X ,1 3/i,l X 2 X 2 X . 43·, 2:07 31 , SJ.6 3.3 ,, 238 . 11. 4 -2 X 2 X ·N)\ME . 28:L 1 , .. ,.1 . d, .15G ,21~ l 3/4 156 . 18:7 VT V2 2) .. 2 B • 2·1 :1 .• 15 • 1 .• 0 ·.o 30,7Si 8 1 886 14,262 2.9 2 1/2 X 2 .~/2 X i4 ,54,4 4,568 7,'.l.6.5 •. 2.2 • ·1 3:/4 Xu. 3/4 X : '· ... ·-.. , .• . ' ' .. .,., -~ :156 ,, ' . 9. K ~ O . '7'5 ~IIN -.COMJ?== 0 : 2 5 •·\ .• . ?\.· . ]_lJ J : :' . .:,•; .;, ., A TUVRheinland® TUV Rheinland of North America, Inc. 1279 Quarry Lane Pleasanton, CA 94566 Web: http://www.tuv.com US Field Evaluation Report Equipment type: Powder Sieve Machine Manufacturer: SLM Solutions Group AG Model number: PSM100 Serial number: 91.22.6004 CLIENT: Kevin Luo SLM Solutions NA, Inc 48561 Alpha Drive Wixom, Ml 48393, U.S.A. AUTHORITY HAVING JURISDICTION: City of Carlsbad, CA Permit# (if known): N/A INSPECTION SITE: Top Golf Calloway Brands 2180 Rutherford Rd Carlsbad CA 92010, U.S.A. TRNA file Number (if applicable): US2447TW.02.002 TRNA Project Number: 234216624 TRNA field label number(s): TUVR-108814 Evaluated by: Reviewed by: Number: MS-0004526 Revision: 8 Effective date: Dec 12 , 2022 Digitally signed by Douglas ~ Jj.U,0tei,.-. Goldstein Date: 2024.05.14 15:37:38 -07'00' Justin Goh Date: May 14th 2024 Douglas Goldstein, P.E. Date: May 14th 2024 Test Engineer SeniorTest Engineer Field Evaluation Services Group Field Evaluation Services Group Email: jgoh@us.tuv.com Email: douglas.goldstein@us.tuv.com The test results contained in this report refer exclusively to the equipment presented for Inspection and/or t,isting. No liability may be assumed for models or equipment not referred to herein. This test report may not be published or duplicated in part with,Jut permission of TUV Rheinland. This Inspection report by itself does not constitute authorization for the use of a TUV Rheinland test mark. This report shall not be used to claim equipment endorsement by TUV Rheinland. TUV Rheinland of North America Inc., North American Headquarters, 400 Beaver Brook Road , Boxborough, MA 01719 Tel 978-266-9500. City of Carlsbad MAY 1 6 2024 BUILDING DIVISION RECOR[) COPY Number: MS-0004526 /;!_ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 INDEX: • General Conditions of Acceptance and Scope of Inspection • Inspection Procedures • Inspection Details • Field Inspection Test Data • Required Markings • Modifications for Compliance (Deviations) • Terms and Conditions of Acceptability • Construction and Component Details • Photos and Illustrations GENERAL CONDITIONS OF ACCEPTANCE AND SCOPE OF INSPECTION This test report contains only findings and results regarding the indicated equipment for installation at the particular inspection site. It is not intended as an endorsement of the equipment, nor an approval of similar or identical equipment at another location. If this equipment or any of its attendant parts, connections, or components are modified, changed, or replaced in any way after the inspection, the inspection and lab,31 are considered void. Re- inspection shall be required. TRNA's label indicating the equipment as compliant does not relieve the owner/manufacturer of its responsibility for the safe operation of the equipment. This inspection is intended to address only potential electrical fire and shock hazards ·to the standards defined in the body of this report. TUV makes no representations or warranties whatsoever regarding any other aspect of the facility or equipment at the facility. This inspection does not include inspection of the suitable: operation of the unit and does not include emission tests and locations defined as hazardous by the US National Electrical Code, NFPA 70, current edition unless otherwise noted. If this evaluation is not performed at the final installation site, the AHJ may require an additional inspection and re- labeling INSPECTION PROCEDURES Please refer to the "Standards selected for the evaluation" for additional criteria. Construction Inspection The equipment's design was visually inspected with particular attention to the followin:~ areas: • Use of Certified Components • Wiring methods • Sharp edges • Proper Motor protection • Guarding of Live Parts • Availability of • Proper Transformer • Guarding of moving parts suitable markings protection • Pinching, crushing, cutting • Suitability of power • Proper conductor protection hazards connection • Proper wire bending spaces • Damaged Components • Ground and bonding • Accessibility of moving parts • Accessibility of live parts • Temperature, moisture, and • Wiring ampacity UV exposure I conditions If a particular product, system, or component is not identified above, TUV did not separately evaluate or inspect that product, system, or component, and TUV makes no representation or warranties concerning the suitability of that product, system or component for use. Number: MS-0004526 /;;!,. TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 In detail, the following inspections were performed in accordance with the standards referenced or defined in this report. (a) Grounding and Bonding Exposed non-current carrying parts of the equipment were inspected for effective grounding and bonding (b) Guarding of Live and Moving Parts: All hazardous live electrical components were inspected for installatio in a suitable enclosure. Moving parts were inspected for suitable guarding against pinching, crushing or cutting injuries. (c) Overcurrent, Short Circuit and Overload Protection: Overcurrent, short circuit and overload protection installed in this equipment were identified to be NRTL Listed or Recognized and of proper size, rating and location. (d) Internal Wiring: Internal wiring and wiring methods were evaluated for compliance with applicable provisions of the standards referenced or defined in this report. Wiring was verified to be, properly sized and rated, with a temperature rating suitable for the installed application. Securement, routing and segregation of circuit conductors was determined to be suitable. (e) Electrical Testing Non-Destructive Electrical Tests were performed to verify the suitabili1y of operation and safety of the unit. Selection of tests, are dependent on the type of equipment and applicable provisions of the standards referenced or defined in this report. Test data sheets are attached to this report. (f) Environmental Suitability: The suitability of the specified equipment and components within known ordinary environmental contexts was evaluated. Outdoor-type equipment was evaluated for suitability for exposure to rain, dust, humidity, and splashing. Enclosures were required to be NEMA-rated. The suitability of the specified equipment and components was not evaluated to any standard, code or guideline not specifically referenced herein. (g) Installation of the Unit: It was verified the equipment was installed in accordance with the ins1allation requirements as per NFPA 70 (US Electrical Code) for working areas and power connectic,n. The equipment manufacturer's installation instructions were additionally referenced if provided during the inspection. (h) Functional Check: A function check of E-Stop, interlock and GFCI protection was made to confirm intended operation of the devices. (i) Component List The following safety relevant components were inspected for suitability of electrical rating and *NRTL approval. Discrepancies noted during Inspection are noted in the section detailing "Modifications; for Compliance • Circuit Breakers • Power Cords • Receptacles • Fuses • Interconnecting cords • Cables and Wires • Pushbuttons • Motor Controllers • Disconnect Switches • Relays • Motors • EMO's • Transformers • Motor Overload • Power Supplies • Interlocks • Motor Contactors • Internal Wires • Lamps *NRTL: Nationally Recognized Testing Laboratory, e.g. TUV Rheinland, UL, CSA, etc Number: MS-0004526 A TUVRheinland US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 FIie Number: US2447TW.02.002 INSPECTION DETAILS: Description of work ordered / Equipment: Powder Sieve Machine PSM100 receives the powder and rejects clumps and debris with motorized powder sifting and ultrasonic powder separation. The unit is intended to run with the SLM280 but is rigged to run from the facility power. Due to the nature of the powder, this unit relies on the recirculated gas from th,a SLM280 to exclude oxygen, but also accepts inert Argon to press the Oxygen out in case of fire hazard. Because of the flammable nature of the powder, an Argon release is built into the system with a very large tank of liquified Argon in the room. Oxygen level is checked using an external sensor system. Remote Dust Monitor, mounted in the room, will immediately turn off power to the PSM100, SLM280, SFM-AT200 and other ignition sources, stops HVAC circulation, and activates the exhaust venting. The Selective Laser Melting Machine SLM280 is evaluated in report PSM-US2447TW.02.002. The powder removal unit SFM-AT200 is evaluated in report PSM-US2447TW.03.002 Follow-up Inspection on May 1st -2nd: During this evaluation, the equipment was checked that the non-conformities in the previously issued findings letter (Letter-234216624.01 .002) was addressed and that no new non-conformities h;:;1d been introduced. Electrical testing was also performed. The equipment or major system components, as defined, consists of: :1 1. Plug and Cord 2. Pin and Sleeve Power Entry 3. Disconnect 4. Fuse Bank 5. Power Supply, 24VDC 6. Vibratory Sieve Motor 7. Ultrasonic Generator 8. Variable Drive, Vibratory Sieve 9. Safety Relay with Emergency Stop 10. Argon Valve 11. Inert Gas Regulators EauiDment omitted from the Inspection: !I 1. The selective laser melting machine SLM280 2. The powder removal unit SFM-AT200 3. Chiller is Listed to UL Standards; 4. Vacuum Cleaner, separate from system 5. Remote Dust Monitor, Room; 6. Oxvqen Sensor, Room; Date of lnspection(s) Initial review date: April 19th 2024 Next review: May 1st 2024 to May 2nd 2024 Final review date: May 2nd 2024 Standard(s) selected for the Inspection The below standards were referenced during our inspection. Note: If a standard, code, or guidoline is not listed then TUV did not evaluate the equipment to it. List of standards used b number and edition US NEC NFPA 70: 2020 Ed, National Electrical Code Number: MS-0004526 /;!_ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 ANSI/UL NFPA UL 508A, 3rd Ed 2021-07-13 Industrial Control Panels ~ NFPA 79, 2021 Ed. Electrical Standard for Industrial Machir~ Subcontractor information (if applicable): I Company: IN/A Evaluator: N/A DOCUMENTATION SUBMITTED Installation Instructions: IZI Provided D Not available Drawings: IZI Provided D Not available Markings: IZI Provided D Not available Other N/A FIELD INSPECTION TEST DATA: Total number of units/systems 1 System or Unit □ System IZI Unit Rated voltage: 230 iZ! V AC IZI 1 Phase D 3 Phase Rated power: 4 A Rated frequency: 60 Hz Control voltage: 24 □VAC iZI V DC Alternate voltages: N/A □VAC □voe Largest Load: 0.5 □ HP IZI A *AFC of Facility Mains: N/A1 kA **SCCR of equipment 5 kA Hazardous location: D Yes IZI No Area classification: Ordinary Location: IZI Indoors D Outdoors [Note 2] PSM100 Additionally Requires Argon at 6-8 Bar and Compressed Dry Air at 87PSI Note 1: AFC from facility/ grid was not provided ; □voe Note 2: Components checked for NEMA ratings; aggregate environment testing not performed. Number: MS-0004526 /;!._ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 Test Parameters· L1-N L2-L3 L1-L3 See test cc,mments below VoltaQe: 232.8 N/A N/A A(A) A<B) A(C) Current: 0.6 N/A N/A Insulation resistance: 2014 Mn □ 500V DC IZJ 1,000 v DC Dielectric withstand test (Alternate) N/A kV □AC □ DC □ Pass □ Fail Vdc = Vac x 1.414 D 1 Minute D 1 Second Ground continuity: <0.1 n <0.1 n IZI Pass □ 1=ai1 Leakage current (max): N/A mA IZI Pass □ Fail Branch circuit protection, Control: 20 A □ Hardwired IZI Cord Connected Enclosure class: iZJ NEMA Type 1 □ NEMA Typei 3 IZI Metallic D Non-Metallic □ NEMA Type 12 □ NEMA Type 4 E-Stops/lnterlocks: IZI Pass □ Fail □ N/A Rain test: D Pass □ Fail iZI N/A GFCI test: D Pass □ Fail iZJ N/A Additional tests: N/A GFCI not tested because Outlet Receotacles are not orovided. * Available Fault Current= AFC (at connection point of facility mains) ** Short Circuit Current Rating = SCCR, (of equipment) Number: MS-0004526 A, TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 Component Temperatures: Cords I Input Socket 21 .2 oc Fuse Bank 22.8 oc Disconnect 22.3 oc Power Suoolv, Sieve 22.5 oc PowerSuooly,24VDC 27.9 oc Safety Relav 25.5 oc Motor, Sieve 22.8 oc Ultrasonic Generator 23.2 oc Metal-Powder ductinQ 21 .8 oc Test Comments: Tests performed with the unit not running under full load conditions. Environmental Conditions (optional and for reference only): Temperature 21.1 °C Humidity 74% (internet weather). Unit is installed in climate-controlled environment. Multiple Similar Units Serial No./ IR IR (MDC Ground Current (amps) Voltage TUV RNA Position (MO) Bus 2) Cont. (0) A B C L1-L2 L2-L3 L1-L3 Label# N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Note 2: If Units identical; Leakage Test, Current Test not repeated. If Batch/Lot Inspection and testing is conducted, specify the number of units in the batch and th13 number of units sampled. Sample selection shall be random, avoiding consecutive numbering if possible and taken from the beginning, middle and end of the lot or batch. If non-conformity is found in any of the units, the entire lot or batch shall be inspected and tested. A batch inspection is limited to 500 units of the same model at one time. See Annex B of NAM FES Procedure MS-0014396. Number of units in the batch: 1 Number of units Sampled: 1 Test Equipment Device Manufacturer Model Serial Number Calibration Functionality Due Date Checked P/F Insulation resistance tester Fluke 1503 43370617WS (18/31/2024 p Current Clamp Fluke 377C 55850114 (13/20/2025 p IR Thermometer Fluke 566 58770336WS (13/20/2025 p Notes: System permanently connected. Number: MS-0004526 Revision: 8 /;;!_ TUVRheinland® US Field Evaluation Report Effective date: Dec 12, 2022 File Number: US2447TW.02.002 Required Markings: 1. Fuse replacement value (Warning -Risk of Fire. □ Add [ZI Provided □ NA Replace only with same type and rating fuse) 2. Door service caution (Caution -Risk of Electric □ Add [ZI Provided □ NA Shock. Disconnect from Power Before Servicing) 3. Nameplate/electrical ratings (Nameplate Ratings □ Add [g,j Provided □ NA as measured/calculated from "Test Details") 4. Arc flash warning (Danger -Arc flash and shock □ Add [ZI Provided □ NA hazard. Appropriate PPE required.) 5. Other: (Lockout , HV, Disconnect power warning □ Add [g,j Provided □ NA labels required on all panel doors/covers) 6. All Markings Shall be in English or symbols as [g,j Pass, D Fail indicated by the Standard MODIFICATIONS FOR COMPLIANCE: □ N/A D Open 181 Completed and Accepted General: • Reference FES procedure and specified Standard for Safety identified on page, 5. • Hazardous voltage labels (permanent) shall applied to all electrical control pan13ls with voltages 30 Vrms or higher. (See required Markings table above). • Machine nameplate shall include the largest motor/or load rating, AIC or SCCE rating and enclosure type. • The constructions issues listed below shall be resolved before receiving final Acceptance and Labeling. Equipment / Deviations: 1. Marking, Ratings, Pressure. UL 508A, Cl. 52 and NFPA 79, Cl. 16.4, R.equire that industrial machinery requiring Water or gas supply be marked with: --"Water minimum ????Liters/minute, maximum ????C" or equivalent; --"Nitrogen/ Argon 6-8Bar" or equivalent, where "6-8Bar" is the rated ga:; pressure. In our inspection of the PSM 100, the inert-gas marking is missing. To show compliance, mark the units reliably with these ratings. Corrective Action: Markings were provided to show required water and argon needed to operate the equipment. [Confirmed 2024-05-02) 2. Wiring Diagrams, Component Connections. UL 508A, Cl. 61 and NFPA 79, Cl. 17.7, Require that wiring schematics and diagrams, depicting the connection of components to sources of power and to system loads, must be provided for each unit, such that maintenance may diagnose circuits accurately. Such may be provided electronically and stored in database at the site, or in printed form, stored inside the units. In our inspection, the PSM100 was provided with no electrical drawings, and interconnection could not be accurately determined. To show compliance, provide wiring schematics in paper or electronic form for determination of circuit connections. Number: MS-0004526 ~ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 Corrective Action: Wiring diagram not available during time of evaluation. Accepted since this does not impact the overall safety of the equipment. Any service or maintenance work is to be performed by equipment manufacturer only who will be equipped with necessary documentation to perform task. [Confirmed 2024-05-02] 3. Block Diagrams, Safety-Critical Relays. UL 508A, Cl. 61 and NFPA 7~l. Cl. 17.6, Require that multi-part Safety Relay circuits, if they encompass multiple pages of a wiring diagram, must be supplemented with a block diagram of the connections between sensors, Safety Relays, Switches (e.g., Emergency Stop) and affected components such as Laser shutten,, Inert-gas valves, and Contactors. In our inspection, PSM100 uses multiple sensors and Relay1, but provides no block diagram with which to clarify their connection and use. To show compliance, provide a Safety-Relay block diagram with the Sensors and affected components to clarify their use. Corrective Action: Block diagram not available during time of evaluation. Wiring diagram checked to confirm no Functional Safety modules in use. [Confirmed 2024-05-02] 4. Components, Approval / Unknown. UL 508A, Cl. 4 and NFPA 79, Cl. 4.2, Require that all Critical Components which are LIVE (over 30VAC or over 60VDC) or linked to Safety circuits must be identified by manufacturer, model number, type, ratings, and Approval / Listing Mark. In our inspection , PSM100 uses multiple components which are obscured in the system panels. To show compliance, client provided component data and allowed visual confirmation of components Corrective Action: All critical components have been verified that they have an Approval / Listing Mark. [Confirmed 2024-05-02] 5. Components, not Approved. UL 508A, Cl. 4 and NFPA 79, Cl. 4.2, Require that all Critical Components which are LIVE (over 30VAC or over 60VDC) or linked to Safety circuits must have an Approval/ Listing Mark and must be rated for use in the system. In our inspection, the PSM100 uses unknown components, which may not be Approved or may lack a Listin9 mark. To show compliance, client provided component data and allowed visual confirmation of components Corrective Action: All critical components have been verified that they have an Approval / Listing Mark. [Confirmed 2024-05-02] 6. Egress, Door Handle, Broken. Requires that working space around thei unit must permit egress without the use of a tool. In our inspection, the door to exit the room containing the PSM 100 required use of a door handle which came off during use, causing the door to remain latched. To show compliance, repair or replace the facility door handle. .. .• Number: MS-0004526 /;;!,. TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 Corrective Action: Door handle has been replaced with a functioning door handle. [Confirmed 2024-05-02] 7. Argon Asphyxiation SLM280 Manual. Requires that the use of Argon in quantity be accompanied with an ambient-Oxygen sensor to prevent asphyxiation hazard caused by displacement of breathable air. In our inspection, the room containing the PSM100 was provided with Argon in a large tank, with sufficient capacity to displace a significant amount of ambient air, but no Oxygen sensor was provided. To show compliance, provide an Oxygen sensor for the room, and a warning light, numeric display or other early-warning device outside the room. Corrective Action: Oxygen sensor for the room with a warning light and numeric display was provided. [Confirmed 2024-05-02] TERMS AND CONDITIONS OF ACCEPTABILITY FOR THE EQUIPMENT INSPECTED: 1. The Available Fault Current was not provided or identified at the time of the eivaluation. For Permanently connected equipment, the equipment was evaluated to ensure the equipment was marked with the SCCR corresponding to the construction of the equipment. Consideration should bE~ given to ensuring AFC does not exceed installed equipment rating. 2. The equipment has been evaluated for electrical safety only, for installation cind use in ordinary (non hazardous) locations in accordance with National and Local Code. 3. The equipment or system shall be used in a manner consistent with the manufacturer's design and instructions. Instructions shall be provided in an accessible location for maintenance and reference. 4. The area surrounding the equipment or system will be kept free and clear from combustible material. Adequate clearances will be maintained for proper safety, operation and senticing. 5. A maintenance and servicing schedule will be followed to keep the equipment or system operating as designed. The final responsibility for establishing a maintenance program will rest with the end user. 6. As parts deteriorate or cease to function properly they will be replaced or repaired or the equipment shall be removed from service. No changes to the design, construction or use shall be made without the written acknowledgment and approval of this agency. Additional testing may be required to determine acceptability of any changes made. : Number: MS-0004526 A, TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 CONSTRUCTION AND COMPONENT DETAILS: Non-standard Inspection procedure used (if applicable): N/A Notes: Enclosure accepted with ground bonding and required use of a TOOL. Grounding confirmed between Equipment Grounding Plug and Ground Bus, and all accessible metal. Insulation Resistance tested between Ground Bus or Chassis and the LIVE circuits, including the following: --.MAINS input LIVE+NEUTRAL; --DC 24V Bus for Control: DC-is bonded to ground, not tested EIA: --Grounding conductors are accepted without marking due to their gauge exceeding that of the LIVE wiring, and running zero voltage. Number: MS-0004526 ~ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 List of Critical and non-Recognized or un-Listed Components for Review Model Mark(s) of Component MANUFACTURER conformity SLM280, sheet metal coated with paint, EIA; Accepted with Enclosure, System Overall SLM 16Gauge, 1.6mm thick, bonding NEMA Tvoe rat,ad 1 DSN20, rated 27i'VAC, Connector, Pin and Sleeve MELTRIC 20A, 2W+P.E., 50-60Hz, UL,cCSAus Entry 2HP ' LEVITON NEMA L6-20P, rated cULus Plug, Wall 240VAC, 20A, 2W+P.E. RITTAL AX1038.000, rated NEMA cULus Enclosure, Control Panel Tvoe 1,3R,4, ·12 P1-25/EA/SVB/N, rated Disconnect, MAINS 051 EATON 600VAC, 30A, 3F'hase, UL, CSA 50/60Hz FAZ-B10/1-NA, rated Circuit Breaker, 24VDC Primary EATON 277/480VAC, 10A, 1Phase, UL, CSA F50 50/60Hz QUINT-PS, rated Input PHOENIX CONTACT 100-240VAC, 120W. 50-cULus Power Supply, 24VDC G50 60Hz, 1 Phase; Output: 24VDC, 5A 3NW1040-0HG, rated Fuse, 24VDC Secondary SIEMENS 6600VAC, 4.0A, 50-60Hz, UL, CSA F50DC IR: 200kA, Clas:, CC 3NW1015-0HG, rated Fuse, Vibratory Sieve FU50 SIEMENS 6600VAC, 1.5A, 50-60Hz, UL.CSA IR: 200kA, Class CC SRAE-C50, ratecl 220-EIA; Accepted with Variable Frequency Controller, VIBTRONIC 240VAC, 6A, 5Q/I30Hz, OCP and Vibration Sieve U50 1 Phase; Output Siiwe onlv Enclosures 3NW1008-0HG, rated Fuse, Ultrasonic Deblinding SIEMENS 6600VAC, 0.8A, 50-60Hz, UL.CSA FX50 IR: 200kA, Class CC 3NW7 5130HG, rated Fuse-Holders, Fuse Bank FU50, SIEMENS 600V, 30A, 1 Pole, Class UL,CSA FU50DC, FX50 CC, IR: 200kA KF0.9-1/R2-HUT, rated EIA; Accepted with Sieve, Vibrational AVITEQ 230VAC, 1.25A, 1 Phase, OCP 60Hz SG4L pro 60W, rated TELSONIC 115/230VAC, 0.4A, cULus Ultrasonic Generator 1 Phase, 50/60Hz; Output: 24VDC I Number: MS-0004526 & TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.02.002 Component MANUFACTURER Model Mark(s) of conformitv PSR-ESA4_8, rated Relay, Safety U51 PHOENIX CONTACT 24VDC, Safety Ratings: PL: cULus E, Sil: 3 Door interlock EATON LS-11S, 230VAC, 6A UL,CSA SILO2 Type 01-758 , rated - Sensor, Oxygen NTRON 20 to 60C, relays 600VAC cETLus @5A; 300VDC @5A Other components are Listed or approved for the application *EIA-Evaluated in Application (See also Notes Section) Note: Critical Components shall be Listed or Recognized, (example: Breakers, Fuses, motors etc.) , /;;!,. TUVRheinlan d® US Field Evaluation Report PHOTOS AND ILLUSTRATIONS: ~~!!!!!!!!~===_]J ffi• l-Cw- 4 A ~~~;_j_~!i:ii::.::.:::J:J [j;..,. c;.. .. NA. 5.00l<A SLM (1 N~ ] {fu,«MMlltlet•r. :J 2022 ~ [l,,<1o~~ ,,.. ~ Type 1 ■LMhltlt,._G_.act I.HM-..,.,. 0"'-lf•UUfl~t ...._ ......... ,,,... ... ,.,. .... ,., .. , ... ,..tlH --------·~- Number: MS-0004526 Revision: 8 Effective date: Dec 12, 2022 File Number: U52447TW.02.002 I Number: MS-0004526 A TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 Unit interior shows Sieve, center, below the Control Panel. Marking for ratings and identity, next to pin-and- sleeve Inlet File Number: US2447TW.02.002 Control Panel includes Hafety Relay and Sieve Variable drive, top left; ~!4VDC Supply, top-right; Disconnect, Center; Fuses for Ultrasonic, top center. Rilllal Fin: Replac6 .tly with rating oflialed wllues 111d ctJaracteri1tica c....11.,. CluaCClnsl CO!llpOM--nt-- Rl!O ISAT llftwaloly5- ~ &AT 24V5-iclar, OUT ~~ Control Panel mark identifies Fuses, Excepted wirin , and AC circuits. End of Report /;;!. TUVRheinland® TUV Rheinland of North America, Inc. 1279 Quarry Lane Pleasanton, CA 94566 Web: http://www.tuv.com US Field Evaluation Report Equipment type: Selective Laser Melting Machine Manufacturer: SLM Solutions Group AG Model number: SLM280 Serial number: 28.22.0152 CLIENT: Kevin Luo SLM Solutions NA, Inc 48561 Alpha Drive Wixom, Ml 48393, U.S.A. AUTHORITY HAVING JURISDICTION: City of Carlsbad, CA Permit# (if known): N/A INSPECTION SITE: Top Golf Calloway Brands 2180 Rutherford Rd Carlsbad CA 92010, U.S.A. TRNA file Number (if applicable): US2447TW.01 .002 TRNA Project Number: 234216624 TRNA field label number(s): TUVR-108813 Number: MS-0004526 Revision: 8 Effective date: Dec 12 , 2022 Digitally signed by Douglas PL,_I_ .. ), ,lj.u,.t,J,... Goldstein ~ Date: 2024.05.14 15:40:33 -07'00' Justin Goh Date: May 14th 2024 Test Engineer Field Evaluation Services Group Email: jgoh@us.tuv.com Douglas Goldstein, P.E. Date: May 14th 2024 Test Engineer Senior Field Evaluation Services Group Email: Douqlas.Goldstein@us.tuv.com The test results contained in this report refer exclusively to the equipment presented for Inspection and/or te,sting. No liability may be assumed for models or equipment not referred to herein. This test report may not be published or duplicated in part without permission of TUV Rheinland. This Inspection report by itself does not constitute authorization for the use of a TUV Rheinland test mark. This mport shall not be used to claim equipment endorsement by TUV Rheinland. TUV Rheinland of North America Inc., North American Headquarters, 400 Beaver Brook Road , Boxborough, MA 01719 Tel 978-266-9500. City of Carlsbad MAY 1 G 2024 BUILDING DIVISION ECOIR co Number: MS-0004526 A TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 INDEX: • General Conditions of Acceptance and Scope of Inspection • Inspection Procedures • Inspection Details • Field Inspection Test Data • Required Markings • Modifications for Compliance (Deviations) • Terms and Conditions of Acceptability • Construction and Component Details • Photos and Illustrations GENERAL CONDITIONS OF ACCEPTANCE AND SCOPE OF INSPECTION This test report contains only findings and results regarding the indicated equipment for installation at the particular inspection site. It is not intended as an endorsement of the equipment, nor an approval of similar or identical equipment at another location. If this equipment or any of its attendant parts, connections, or components are modified, changed, or replaced in any way after the inspection, the inspection and labe1I are considered void. Re- inspection shall be required. TRNA's label indicating the equipment as compliant does not relieve the owner/manufacturer of its responsibility for the safe operation of the equipment. This inspection is intended to address only potential electrical fire and shock hazards to the standards defined in the body of this report. TUV makes no representations or warranties whatsoever regardin9 any other aspect of the facility or equipment at the facility. This inspection does not include inspection of the suitable operation of the unit and does not include emission tests and locations defined as hazardous by the US National Electrical Code, NFPA 70, current edition unless otherwise noted. If this evaluation is not performed at the final installation site, the AHJ may require an additional inspection and re- labeling INSPECTION PROCEDURES Please refer to the "Standards selected for the evaluation" for additional criteria. Construction Inspection The equipment's design was visually inspected with particular attention to the followin~1 areas: • Use of Certified Components • Wiring methods • Sharp edges • Proper Motor protection • Guarding of Live Parts • Availability of • Proper Transformer • Guarding of moving parts suitable markings protection • Pinching, crushing, cutting • Suitability of power • Proper conductor protection hazards connection • Proper wire bending spaces • Damaged Components • Ground and bonding • Accessibility of moving parts • Accessibility of live parts • Temperature, moisture, and • Wiring ampacity UV exposure I conditions If a particular product, system, or component is not identified above, TUV did not separately evaluate or inspect that product, system, or component, and TUV makes no representation or warranties concerning the suitability of that product, system or component for use. Number: MS-0004526 A, TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 In detail, the following inspections were performed in accordance with th1~ standards referenced or defined in this report. (a) Grounding and Bonding Exposed non-current carrying parts of the equipment were inspected for effective grounding and bonding (b) Guarding of Live and Moving Parts: All hazardous live electrical components were inspected for installation in a suitable enclosure. Moving parts were inspected for suitable guarding against pinching, crushing or cutting injuries. (c) Overcurrent, Short Circuit and Overload Protection: Overcurrent, short circuit and overload protection installed in this equipment were identified to be NRTL Listed or Recognized and of proper size, rating and location. (d) Internal Wiring: Internal wiring and wiring methods were evaluated for compliance with applicable provisions of the standards -referenced or defined in this report. Wiring was verified to bi~. properly sized and rated, with a temperature rating suitable for the installed application. Securemenl, routing and segregation of circuit conductors was determined to be suitable. (e) Electrical Testing Non-Destructive Electrical Tests were performed to verify the suitability of operation and safety of the unit. Selection of tests, are dependent on the type of equipment and applicable provisions of the standards referenced or defined in this report. Test data sheets are attached to this report. (f) Environmental Suitability: The suitability of the specified equipment and components within known ordinary environmental contexts was evaluated. Outdoor-type equipment was evaluated for suitability for exposure to rain, dust, humidity, and splashing. Enclosures were required to be NEMA-rated. The suitability of the specified equipment and components was not evaluated to any standard , code or guideline not specifically referenced herein. (g) Installation of the Unit: It was verified the equipment was installed in accordance with the installation requirements as per NFPA 70 (US Electrical Code) for working areas and power connection. The equipment manufacturer's installation instructions were additionally referenced if provided during the inspection. (h) Functional Check: A function check of E-Stop, interlock and GFCI protection was made to confirm intended operation of the devices. (i) Component List The following safety relevant components were inspected for suitability of electrical rating and *NRTL approval. Discrepancies noted during Inspection are noted in the section detailing "Modifications for Compliance • Circuit Breakers • Power Cords • Receptacles • Fuses • Interconnecting cords • Cables and Wires • Pushbuttons • Motor Controllers • Disconnect Switches • Relays • Motors • EMO's • Transformers • Motor Overload • Power Supplies • Interlocks • Motor Contactors • Internal Wires • Lamps •NRTL: Nationally Recognized Testing Laboratory, e.g. TUV Rheinland, UL, CSA, etc Number: MS-0004526 A, TOVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 INSPECTION DETAILS: Description of work ordered/ Equipment: The unit is a 3-D printer for metals, using powdered metals as substrate and a laser to weld them together. The system includes multiple dust traps, a powder filtration and purifier to provide the powder to the chamber. The powder spreader/ re-coater and stage lowering Motors are servo type; the Gas Reciri;ulation Pump and water Pump are Variable Frequency-Driven (VFD); the Laser is computer controlled. The shutter is linked to interlocks on the chamber door and others, including Emergency Stop. System uses a Chiller (Listed) to cool the laser and other components using recirculated water; filtration and distribution are below the chamber. Nitrogen is used to purge the chamber of Oxygen before welding. Because of the flammable nature of the powder, an Argon release is built into the sysl:em with a very large tank of liquified Argon in the room. Oxygen level is checked using an external sensor system. Remote Dust Monitor, mounted in the room, will immediately turn off power to the PSM100, SLM280, SFM-AT200 and other ignition sources, stops HVAC circulation, and activates the exhaust venting . The powder filtration unit PSM 100 is evaluated in report PSM-US2447TW.02.002 Follow-up Inspection on May 1st -2nd: During this evaluation, the equipment was checked that the non-conformities in the previously issued findings letter (Letter-234216624.01 .002) was addressed and that no new non-conformities hc1d been introduced. Electrical testing was also performed. The equipment or major system components, as defined, consists of: 1. Pin-and-Sleeve Power Entry 2. Disconnect I Circuit Breaker with locking Handle 3. Circuit Breakers 4. Spare Breaker: PSV power (not used) 5. Power Supply, 24VDC 6. Relays 7. Servo Drive: Stage and Re-Coater 8. Variable Drives: Gas Recirculation and Water Pump 9. Heater Control 10. Laser Generator 11. Control Computer 12. Emergency Stop Relays, Interlocks, and Door Locks 13. Argon Valve EQuipment omitted from the Inspection: 1. The powder filtration system PSM100; 2. The powder removal unit SFM-AT200 is evaluated in report PSM-US2447TW.03.002 ; 3. Chiller is Listed to UL Standards; 4. Vacuum Cleaner, separate from system; 5. Remote Dust Monitor, Room; 6. Oxyqen Sensor, Room Date of lnspection(s) Initial review date: April 19th 2024 Next review: May 1st 2024 to May 2nd 2024 Final review date: May 2nd 2024 Standard(s) selected for the Inspection The below standards were referenced during our inspection. Note: If a standard, code, or guideline is not listed then TUV did not evaluate the equipment to it. I Number: MS-0004526 /)!. TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.0l .002 List of standards used by number and edition US NEC NFPA 70: 2020 Ed, National Electrical Code ANSI/UL UL 508A, 3rd Ed (2021-07-13) Industrial Control Panels NFPA NFPA 79, 2021 Ed. Electrical Standard for Industrial Machi Subcontractor information (if applicable): I Company: Evaluator: DOCUMENTATION SUBMITTED Installation Instructions: IZI Provided D Not available Drawings: 1:8:1 Provided D Not available Markings: IZi Provided D Not available Other NIA FIELD INSPECTION TEST DATA: Total number of units/systems 1 System or Unit □ System IZl Unit Rated voltage: 400Y/ IZi V AC D 1 Phase IZl 3 Phase □voe 230 Rated power: 40 A Rated frequency: 50/60 Hz Control voltage: 24 □VAC 1:8:1 V DC Alternate voltages: N/A □VAC □voe Largest Load: 10 iZl HP 0 A {18.75A) *AFC of Facility Mains: N/A1 kA **SCCR of equipment 5 kA Hazardous location: D Yes IZl No Area classification: Ordinary Location: IZl Indoors D Outdoors [Note 2] SLM280 Additionally Requires Argon at 6-8 Bar and Compressed Dry Air at 87'PSI Note 1: AFC from facility/ grid was not provided; Note 2: Components checked for NEMA ratings; aggregate environment testing not performed. Number: MS-0004526 /;;!,. TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 Test Parameters· L1-N L2-L3 L1-L3 See test comments below Voltage: 402.6 403.0 403.2 L1 L2 L3 Current: 1.1 2.5 1.5 Insulation resistance: >2200 Mn □ 500 V DC IZl 1,ooov DC Dielectric withstand test (Alternate) N/A kV □AC □ DC □ Pass □ Fail Vdc = Vac x 1.414 D 1 Minute D 1 Second Ground continuity: <0.1 n <0.1 n IZl Pass □ Fail Leakage current (max): N/A mA IZl Pass □ Fail Branch circuit protection, Control: 40 A IZl Hardwired D Cord Connected Enclosure class: iZ! NEMA Type 1 □ NEMA Type 3 IZl Metallic D Non-Metallic □ NEMA Type 12 □ NEMA Type 4 E-Stops/lnterlocks: IZI Pass □ Fail □ N/A Rain test: D Pass □ Fail iZI N/A GFCI test: D Pass □ Fa il iZI NIA Additional tests: N/A GFCI not tested because Outlet Receptacles are not provided . * Available Fault Current= AFC (at connection point of facility mains) ** Short Circuit Current Rating = SCCR, (of equipment) Number: MS-0004526 A TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 Component Temperatures: Cords/ lnout Socket 21.6 oc Breaker Bank, Lower 23.4 oc Disconnect I Breaker 23.4 oc Contactors 23.4 oc Power Suooly, 24VDC 31.4 oc Safety Relay 31 .4 oc VFD, Vacuum Pump 31 .9 oc Servo Drive U1 33.7 oc Motor, Vacuum Pump 22.1 oc Servo Drive U3 29.0 oc Laser Emitter, Chamber Top 27.5 oc Motor, Water Pump 35.5 oc Rear, Laser/ Exhaust 21 .7 oc Rear, CPU / Exhaust 25.6 oc Accessible Face, Chamber Door I Glass 21.8 oc Accessible Pipes, Lower Front 21 .9 oc Accessible Face, Laser/ CPU Box 26.1 oc User Interface, Accessible 33.9 oc External Powder Pioinq 23.2 oc Test Comments: Tests performed with the unit not running under full load conditions. Environmental Conditions (optional and for reference only): Temperature 21.4 °C Humidity 74% (internet weather). Unit is installed in climate-controlled environment. Multiple Similar Units Serial No./ IR IR(MDC Ground Current (amps) Voltage TUV RNA Position (MO) Bus 2) Cont. (Q) A B C L1-L2 L2-L3 L1-L3 Label# N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Note 2: If Units identical; Leakage Test, Current Test not repeated. If Batch/Lot Inspection and testing is oonducted, specify the number of units in the batch and thEi number of units sampled. Sample selection shall be random, avoiding consecutive numbering if possible and taken from the beginning, middle and end of the lot or batch. If non-conformity is found in any of the units, the entire lot or batch shall be inspected ancl tested. A batch inspection is limited to 500 units of the same model at one time. See Annex B of NAM FES Procedure MS-0014396. Number of units in the batch: 1 Number of units Sampled: 1 Test Equipment Device Manufacturer Model Serial Number Calibration Functionality Due Date Checked P/F Insulation Resistance Fluke 1503 43370617WS 08/31/2024 p Tester Current Clamp Fluke 377C 55850114 03/20/2025 p IR Thermometer Fluke 566 58770336WS 03/20/2025 p Notes: System permanently connected. Number: MS-0004526 Revision: 8 /;;!,_ TUVRheinland® US Field Evaluation Report Effective date: Dec 12, 2022 File Number: US2447TW.0l.002 Required Markings: 1. Fuse replacement value (Warning -Risk of Fire. □ Add ~ Provided □ NA Replace only with same type and rating fuse) 2. Door service caution (Caution -Risk of Electric □ Add ~ Provided □ NA Shock. Disconnect from Power Before Servicing) 3. Nameplate/electrical ratings (Nameplate Ratings □ Add ~ Provided □ NA as measured/calculated from "Test Details") 4. Arc flash warning (Danger -Arc flash and shock □ Add ~ Provided □ NA hazard. Appropriate PPE required.) 5. Other: (Lockout , HV, Disconnect power warning □ Add ~ Provided □ NA labels required on all panel doors/covers) 6. All Markings Shall be in English or symbols as ~ Pass D Fail indicated by the Standard MODIFICATIONS FOR COMPLIANCE: 0 N/A D Open (gl Completed and Accepted General: • Reference FES procedure and specified Standard for Safety identified on page 5. • Hazardous voltage labels (permanent) shall applied to all electrical control panols with voltages 30 Vrms or higher. (See required Markings table above). • Machine nameplate shall include the largest motor/or load rating, AIC or SCCR rating and enclosure type. • The constructions issues listed below shall be resolved before receiving final Ai:ceptance and Labeling. Equipment / Deviations: 1. Marking, Ratings, Pressure. UL 508A, Cl. 52 and NFPA 79, Cl. 16.4, Require that industrial machinery requiring Water or gas supply be marked with: --"Water minimum ????Liters/minute, maximum ????C" or equivalent; --"Nitrogen I Argon 6-8Bar" or equivalent, where "6-8Bar" is the rated gaf; pressure. In our inspection of the SLM280, it is missing both markings at the ports. To show compliance, mark the units reliably with these ratings. Corrective Action: Markings were provided to show required water and argon needed to operate the equipment. [Confirmed 2024-05-02] 2. Wiring Diagrams, Component Connections. UL 508A, Cl. 61 and NFPA 79, Cl. 17.7, Require that wiring schematics and diagrams, depicting the connection of components to sources of power and to system loads, must be updated where circuits are changed in production. In our inspection, SLM280 F6 Circuit Breaker is specified as 25A in drawing, but the system uses a 20A Breaker. FPSX, which is identified as the source of power for PSM100, is not connected to a load and is actually a Spare. To show compliance, ed it the drawing to correct the FM6 designation to :20A, and designate FPSX as "Spare". Additionally, mark FPSX in the system as "Spare". Corrective Action: Wiring diagram not available during time of evaluation. Accepted since this does not impact the overall safety of the equipment. Any service or maintenance work is to be performed by Number: MS-0004526 /;;!._ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.0l.002 equipment manufacturer only who will be equipped with necessary documentation to perform task. [Confirmed 2024-05-02] 3. Block Diagrams, Safety-Critical Relays. UL 508A, Cl. 61 and NFPA 7~t, Cl. 17.6, Require that multi-part Safety Relay circuits, if they encompass multiple pages of a wiring diagram, must be supplemented with a block diagram of the connections between sensors, Safety Relays, Switches (e.g., Emergency Stop) and affected components such as Laser shutters., Inert-gas valves, and Contactors. In our inspection, SLM280 uses multiple sensors and RelayE, but provides no block diagram with which to clarify their connection and use. To show compliance, provide a Safety-Relay block diagram with the Sensors and affected components to clarify their use. Corrective Action: Block diagram not available during time of evaluation. Wiring diagram checked to confirm no Functional Safety modules in use. [Confirmed 2024-05-02] 4. Components, Approval / Unknown. UL 508A, Cl. 4 and NFPA 79, Cl. 4.2, Require that all Critical Components which are LIVE (over 30VAC or over 60VDC) or linked to Safety circuits must be identified by manufacturer, model number, type, ratings, and Approval / Listing Mark. In our inspection, SLM280 uses multiple components which cannot be identified by the closed Control Panel or which are obscured in the system panels. To show compliance, client provided component data. Corrective Action: All critical components have been verified that they have an Approval / Listing Mark. [Confirmed 2024-05-02] 5. Components, not Approved. UL 508A, Cl. 4 and NFPA 79, Cl. 4.2, Require that all Critical Components which are LIVE (over 30VAC or over 60VDC) or linked to Safety circuits must have an Approval/ Listing Mark and must be rated for use in the system. In our inspection, multiple components of SLM280 use unknown components, which may not be Approved or may lack a Listing mark. To show compliance, client provided data for all components and allowed visual confirmation Corrective Action: All critical components have been verified that they have an Approval/ Listing Mark. [Confirmed 2024-05-02] 6. Egress, Door Handle, Broken. NFPA 79, Cl. 11.5.3, Requires that working space around the unit must permit egress without the use of a tool. In our inspection, the door to exit the room containing the SLM280 and PSM100 required use of a door handle which came off during use, causing the door to remain latched. To show compliance, repair or replace the facility door handle. Number: MS--0004526 /;;!._ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 Corrective Action: Door handle has been replaced with a functioning door handle. [Confirmed 2024-05-02] 7. Argon Asphyxiation. The SLM280 Manual, Requires that the use of Aruon in quantity be accompanied with an ambient-Oxygen sensor to prevent asphyxiation hazard caused by displacement of breathable air. In our inspection, the room containing thH SLM280 and PSM100 was provided with Argon in a large tank, with sufficient capacity to displace a significant amount of ambient air, but no Oxygen sensor was provided. To show compliance, provide an Oxygen sensor for the room, and a warning light, numeric display or other early-warning device outside the room. Corrective Action: Oxygen sensor for the room with a warning light and numeric display was provided. [Confirmed 2024-05-02] TERMS AND CONDITIONS OF ACCEPTABILITY FOR THE EQUIPMENT INSPECTED: 1. The Available Fault Current was not provided or identified at the time of the evaluation. For Permanently connected equipment, the equipment was evaluated to ensure the equipment was marked with the SCCR corresponding to the construction of the equipment. Consideration should bE~ given to ensuring AFC does not exceed installed equipment rating. 2. The equipment has been evaluated for electrical safety only, for installation c1nd use in ordinary (non hazardous) locations in accordance with National and Local Code. 3. The equipment or system shall be used in a manner consistent with the manufacturer's design and instructions. Instructions shall be provided in an accessible location for maintenance and reference. 4. The area surrounding the equipment or system will be kept free and clear from combustible material. Adequate clearances will be maintained for proper safety, operation and servicing. 5. A maintenance and servicing schedule will be followed to keep the equipment or system operating as designed. The final responsibility for establishing a maintenance program will rest with the end user. 6. As parts deteriorate or cease to function properly they will be replaced or repaired or the equipment shall be removed from service. No changes to the design, construction or use shall be made without the written acknowledgment and approval of this agency. Additional testing may be required to determine acceptability of any changes made. Number: MS-0004S26 /d!.. TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 CONSTRUCTION AND COMPONENT DETAILS: Non-standard Inspection procedure used (if applicable): N/A Notes: Enclosure accepted with ground bonding and required use of a TOOL. Grounding confirmed between Equipment Grounding Plug and Ground Bus, and all a1ccessible metal. Insulation Resistance tested between Ground Bus or Chassis and the LIVE circuits, including the following: --.MAINS input LIVE+NEUTRAL; --DC 24V Bus for Control: DC-is bonded to ground, not tested EIA: --Grounding conductors are accepted without marking due to their gauge exceeding 1:hat of the LIVE wiring, and running zero voltage. Number: MS-0004526 A, TUVRheinland ® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 List of Critical and non-Recognized or un-Listed Components for Review MANUFACTURER Model Mark(s) of Component conformity SLM280, sheet etal Enclosure, System Overall SLM coated with paint, E IA; Accepted with 16Gauge, 1.6mm thick, bonding NEMA Tvoe ratod 1 Connector, Pin and Sleeve ME560C7W, rated MENNEKES 277/480VAC, 60A, cULus Entry 4W+P.E., 50-60Hz ME560B7W, rated Inlet, Pin and Sleeve Entry MENNEKES 277/480VAC, 6DA, cULus 4W+P.E., 50-60Hz NZM B 1-AF45-NA, rated Circuit Breaker, Unit Disconnect EATON 480VAC, 45A, 3Phase, UY.CSA F0 50/60Hz, Interrupting Rating: 35kP1 FN3256 H-64-34, rated cRUus; Accepted Filter, MAINS Power L 1 SCHAFFNER 480VAC, 64A, with enclosure and 3Phase+NEUTRAL OCP VAL-MS 230/3+1 2838209, Surge Protection, MAINS FOO PHOENIX rated 480VAC, Clamp at cULus 500VAC, SCCR: 25kA FAZ-C10/1-NA, rated Circuit Breaker, Platform Servo EATON 480/277VAC, 1 0A, ·1 Phase, UL,CSA U1 FU1 50-60Hz, Interrupting Rating: 10kP1 FAZ-C10/1-NA, rated Circuit Breaker, Recoater Servo EATON 480/277VAC, 1 0A, ·1 Phase, UL.CSA U2 FU2 50-60Hz, Interrupting Ratinq: 1 Ok)\ FAZ-C10/1-NA, rated Circuit Breaker, Powder Loader EATON 480/277VAC, 10A, ·!Phase, UL, CSA Servo U3 FU3 50-60Hz, Interrupting Rating: 1 0kA Circuit Breaker, Cooling Unit E1 FAZ-B10/1-NA, rated and E2, Absorption Dryers, 02 EATON 480/277VAC, 10A, 1 Phase, UL, CSA Sensors FE1 50-60Hz, Interrupting Rating: 1 0kA FAZ-C10/1-NA, rated Circuit Breaker, 15V Power EATON 480/277VAC, 10A, 1Phase, UL,CSA G1 ,G2 FG1 50-60Hz, Interrupting Rating: 1 Qk)\ FAZ-C10/1 -NA, rated Circuit Breaker, Control EATON 480/277VAC, 1 QA, 1 Phase, UL.CSA Computer FPC 50-60Hz, Interrupting Ratinq: 1 0kJ, Number: MS-0004526 A_ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 MANUFACTURER Model Mark(s) of Component conformity FAZ-B10/1-NA, rated Circuit Breaker, Platform Heater EATON 480/277VAC, 1 0A, ·1 Phase, UL, CSA FHE 50-60Hz, Interrupting Ratina: 1 0kA F AZ-B 15/ 1-NA, rated Circuit Breaker, Laser 1 FA 10 EATON 480/277VAC, 15A, ·1 Phase, UL.CSA 50-60Hz, Interrupting Ratina: 1 0kP, F202 A, rated 230VAC, Circuit Breaker, Residual ABB 1 0mA leakage, ·1 sA, UL,CSA Current, Laser 1 FCA 10 1 Phase+NEUTHAL, 50/60Hz FAZ-B15/1-NA, rated Circuit Breaker, Laser 2 FA10.2 EATON 480/277VAC, 15A, '!Phase, UL, CSA 50-60Hz, Interrupting Ratina: 1 0kP, F202 A, rated 230VAC, Circuit Breaker, Residual ABB 1 0mA leakage, ·1 sA, UL,CSA Current, Laser 2 FCA 10.2 1 Phase+NEUTFtAL, 50/60Hz FAZ-B 10/3-NA, rated Circuit Breaker, 24V Supply EATON 480/277VAC, 10A, :lPhase, UL.CSA FFG0 50-60Hz, Interrupting Ratina: 10kP, FAZ-C20/3-NA, rated Circuit Breaker, Gas EATON 480/277VAC, 10A, :IPhase, UL.CSA Recirculation Pump, FM6 50-60Hz, Interrupting Rating: 1 0kP, FAZ-C20/3-NA, rated Circuit Breaker, Power to PSM, EATON 480/277VAC, 20A, :!Phase, UL.CSA FPSV (Spare) 50-60Hz, Interrupting Ratina: 1 0kP. FAZ-B20/3-NA, rated Circuit Breaker, Gas EATON 480/277VAC, 20A, :lPhase, UL, CSA Recirculation Pump FM6 50-60Hz, Interrupting Rating: 1 0kA. LP-CC-25 with H,::,lder Fuses, Gas Recirculation Pump BUSSMANN CHCC1DIU, rated 6D0VAC, UL, CSA FCM6, (3) 25A, 1 Pole, 50-601-iz, IR: 200kA, Class CC LP-CC-10 with Holder Fuse, Recoater FCU2 BUSSMANN CHCC1DIU, rated 6D0VAC, UL, CSA 10A, 1Pole, 50-601-iz, IR: 200kA, Class CC Number: MS-0004526 /;!.. TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.0l.002 Model Mark(s) of Component MANUFACTURER conformity LP-CC-4, with Holder Fuse, System Cooling Units BUSSMANN CHCC1 DIU, rated ~,00VAC, UL, CSA FXE1 4A, 1Pole, 50-60Hz, IR: 200kA, Class CC LP-CC-25 with Holder Fuses, Recirculating Gas Pump BUSSMANN CHCC1DIU, rated Ei00VAC, UL,CSA FCM6 (3) 25A, 1 Pole, 50-60Hz, IR: 200kA, Class CC CC 600V 30A, rated UL, CSA; Accepted Fuse-Holders, FCU2, FXE1 EATON BUSSMANN 600VAC, 30A, 1Pole, 50-with Listed Fuses 60Hz, Class CC, IR:: 200kA Vacuum Control Box, SCHNEIDER ELECTRIC LMC058 LF, rated 24VDC cURus Recirculating Gas Pump U6 79630287115, rated Input: 400-480VAC, 14.8A, Variable Drive, Recirculating BECKER 50/60Hz, 3Phase; Output: cULus Gas Pump M6 0-480VAC, 17.8A, 0-400Hz, 3Phase SV300/2-050A0, rated Motor, Recirculating Gas Pump BECKER 480VAC, 9600W, 15.3A, cTUVRus M6 3Phase FNQ-R-1 /4 with Holder Fuse, Gas Pump Cooling Fan BUSSMANN CHCC1DIU, rated 600VAC, UL, CSA FM6A 0.25A, 1 Pole, 50-60Hz, IR: 200kA, Class CC B31 IL-2-2, rated 220-UR; Accepted with Fan, Gas Pump Cooling M6A WISTRO 332VAC, 65W, 3Phase, OCP 60Hz SD328A AU25S2,. rated Servo Drive, Platform/ Elevator SCHNEIDER ELECTRIC Input: 115/230\/AC, cULus Servo U1 1Phase; LXM32AD18M2, rated Servo Drive, Recoater Servo U2 SCHNEIDER ELECTRIC Input: 230VAC, 8.4A, 60Hz, cULus 1 Phase; Output: o-n0VAC, 6A, 0-399Hz, 3Phase SD328A AU25S2, rated Servo Drive, Powder Loader SCHNEIDER ELECTRIC Input: 115/230\/AC, cULus Servo U3 1Phase; BRS39AW60067, rated Motor, Platform / Elevator Servo SCHNEIDER ELECTRIC 230VAC, ????W, 5.8A, cRUus M1 3Phase, 5.3Hz BMH0702T17A1A, rated Motor, Recoater Servo M2 SCHNEIDER ELECTRIC 240VAC, 1076W, 5.38A, cRUus 3Phase, SCHNEIDER ELECTRIC BRS368W131ACA, rated cRUus Motor, Powder Loader M3 230VAC, 3Ph~1se -- Number: MS-0004526 /;!. TOVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 FIie Number: US2447TW.01 .002 Component MANUFACTURER Model Mark(s) of conformity Cooling Unit, Machine Overall SK3364.104, ri:1ted RITTAL 230VAC, 950W, 1I=>hase, cULus E1 50/60Hz Cooling Unit, Control Cabinet Seifert RK2114, rated 230VAC, cRUus E2 80W, 1 Phase, 50/60Hz Computer, CPU A 15PC p SPECTRA 100-240VAC, 600W, cRUus 50/60Hz, 1 Phcise YLR-400-WC-Y14, rated Power Supply, Laser IPG PHOTONICS 200-240VAC, 1600VA, cTUVus 50/60Hz, 1 PhctSe SCHNEIDER ELECTRIC XPSMCMCP0802, rated Relay, Safety KO MODICON PREVENTA 24VDC, Safety Ratings: PL: cULus e, Sil: 3 Relay, Safety KOO SCHNEIDER ELECTRIC Di16, rated 24VDC, Safety cULus MODICON Ratings: PL: e, ~iiL: 3 Relay, Safety K1 SCHNEIDER ELECTRIC R04, rated 24VDC, Safety cULus MODICON Ratings: PL: e, Sil: 3 QUINT-PS, rated input: cURus; Accepted Power Supply, 12VDC GO PHOENIX 400VAC, 1000W, 50-60Hz, 3Phase; Output: 24V @40A with Enclosure PC-FU/DC24, rated 24VDC, 40A; 0 tput: Circuit Protector, 24VDC BLOCK 24VDC; set to 24V1 : 6A, cULus Distribution FG0 24V2: 6A, 24V3: 4P,, 24V4: 6A, 24V5: 4A, 24\/6: 6A, 24V7: 6A, 24V8: 4A, PC-0112-150-0, rated Power Supplies, 15V G1 ,G2 BLOCK Input: 100-240VAC, 150W, cULus 1 Phase, 50/60Hz; Output: set to 15VDC, 8A PC-0112-150-0, rated Power Supply, 14.5VDC G3 BLOCK Input: 100-240VAC, 150W, cULus 1 Phase, 50/60Hz; Output: set to 14.5VDC , 8A Solid State Relay, Heaters CRYDOM CWD2425P, rated ~:30VAC, cURus; Accepted K1 .14 1 0A, 1 Phase; Coil: 24VDC with OCP Heater, Platform R1 .14, R1 .14.2 BACH 210x210x6, rated 2.30VAC, EIA; Accepted with 1200W, 1Phase, 50-60Hz OCP and SSR Limiter, Thermal, Platform PHOENIX MCR-2-TC-U I-PT-TYPK, cURus; Accepted Heaters B800 rated 24VDC with power supply DILM25-01 Contactors, Heater Selector EATON XTCE025C01 E, rated UL.CSA K3.07, K3.08 400VAC, 1Pole, 1!>A, 50- 60Hz; Coil: 24\/DC Number: MS·0004526 A_ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.01.002 Component MANUFACTURER Model Mark(s) of conformity Laser, Optical A 17 VARIOUS VARIOUS, rated ±·15VDC, UR; Accepted with Class 1 power supply YLR-400-WC-Y14 OR YLR- Laser, Laser 1 and 2 A 10, IPG LASER 700-WC-Y14, rated cTUVus A10.2 230VAC, 1600W, 1Phase, 50/60Hz Monitor BECKHOFF CP3924-0000, rated cULus 24VDC AZM 170ST-02/01ZK-2197, Interlocks, Glove Box Schmersal rated 24VDC, Safety cULus Ratings: PL: D, Sil: 3 SILO2 Type 01-758, rated - Sensors, Oxygen (2) NTRON 20 to 60C, relays 600VAC cETLus @5A; 300VDC (1v5A Other components are Listed or approved for the application *EIA-Evaluated in Application (See also Notes Section) Note: Critical Components shall be Listed or Recognized, (example: Breakers, Fuses, motors etc.) Number: MS-0004526 A_ TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 PHOTOS AND ILLUSTRATIONS: ~~;_J!!!!~!!!====~J @1 L-c.,_ 4A SLM Ci TJ:JNr; J {1;.,.,.._, .... ,. ':J 2022 _] [Endo..,,. r,.. -::J Type 1 ,...,,......,,o,L.oai, 0 SA J [E~al°'!!f'""""""'iiil PSM100_3.2.001 ~I oc:~c•[:=====::11 NA Option 5,00 kA •LMe.,o,f,ipfttDl'OOljlA(i tr,....,.., .. ~YlUHt#-""'-••tffJ ... tl4H0-4 ,~ ..... ,.,,,, .... J.PH "" ......... .....__ .. _ w •• ....,..,.__,..__ File Number: U52447TW.0l.002 Equipment nameplate w/ TUVR label: TUVR 108813 Front left side shows Powder eject and dump taps, left; glovebox door with Interlock, center; Emergency Stop Switch next to Monitor, right; CPU and Laser Power are behind lower-ri ht door. Rear Side, right, of unit shows Disconnect and Warnings, mid center; gas, water and signal connections, bottom, next to Pin-and-Sleeve Inlet. Detail view of connections shows rating and identity markings. Number: MS-0004526 A TUVRheinland ® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 Detail of right, lower-front view with open door shows CPU above Laser Power Supply. Control Panel, shown here locked, has Circuit Breakers and Oxygen sensors, bottom row, below Servo Drives, far-ri ht. FIie Number: US2447TW.01.002 Rear with doors open shows, top to bottom: Control Panel with Disconnect, rEiar view of Laser and CPU with Vacuum Control. ,..--·--------s- Left-rear of unit, open view shows platform, center, below chamber. Gas Reciirculation Pump, center, connects to the as su I to remove Ox en. Number: A,. TUVRheinland® US Field Evaluation Report Revision: Effective date: MS-0004526 8 Dec 12, 2022 US244 7TW .01 .002 Chamber, in unit rear view, has Recoater Servo Motor at ri ht. •• A DANGER & ......_ ....... & """"' __ .,.. ... -. &. _.....,_ ~-Ute11.0mm'Qot,.WGl)IOfflllooi 0 -·-Wlltntht....,IJWitdllldf,IN ___ ,. ... --~ .... ., ........ &. __ .,.. ___ ____ ..... - -~ -~--- Workinr. on ('lrctril.11 componc-nh I NOTE --· • ~ the rMCHnt • 5ec»r111taealnltmtatml • 'Watt f'Df 15 mlnUln ll!ICN'N -) o,,d<--•'-ol ....... __ ... __ _ _,, ___ .. _ .., __ Main switch Disconnect Warning of Electrical shock. File Number: , PGWdar with slcln, nes or the tesp1rae may c!ause ~ to hea seven, llijurtes_ Some metal •re ClOnSldered to be rclnoaan4c. • "-• the P0IWder bottle only whenbl>d,~_,..cbed • Obsen.it the lnnructlon,, In ,;,. operati,-Instructions ,_ -· rhe powder bottles. Equipment gas and water markings /;;!.. TUVRheinland ® -' US Field Evaluation Report 1 19--"""_ ..... I Ca...rlor 2,_.,, ]CMneta 40iltlf 5()pllcll 6 SIM, 7 SaftlY I p FW naalll1111Raulll""84~ 10....- 11 ~ IA)Lodildpl'dl ........ IO Flllldgua,ds IDl~ca,,lld Number: MS-0004526 Revision: 8 Effective date: Dec 12, 2022 File Number: US2447TW.0l.002 System layout with PSM100 shows powder feed Safety equipment of syst,em with PSM100 and as return. Number: /;;!. TUVRheinland® US Field Evaluation Report Revision: Effective date: 2 1 f").4·Locationd.,__.....,._ __ ,_ 2 3 • s Ii 7 Sidi ~ ml.odad Cl «>I 7 6 Safet e ui ment on rear side of unit with PSM100 5 2 1 161514 19,14:Posft'c,n of the stkkffl topff•hM Slidfl 1 Earthing pOlnts 2 l\,lovlng port, pldog,am (llnl1llt 3 Moving paru pl<t<>grlffl c,,MUallllt 4 lnvi51ble Jlser rodlallon llMlde s Risk of osphyxlotlon pldagrllll 6 1.o>e<radl1tlon plc10grllll 7 Laser class rv 1pplles alw opeNl9 e Hot surfaces pldogratn (bulld 9 Pe,sonol protectlW equlplllllll 10 Laser class 1 (connedlon bole) 11 zype plate (on connection bOld 12 Danger due 10 lnctfl1H leelclgt 13 Electrlcal cu,rflll p1c1ogram 14 QbservemewlotylMtl\lCIIONfor 1 s Electrical current pictogram (on the 16 PSV type plllt File Number: Stickers front side with PSM100 MS00004526 8 Dec 12, 2022 US2447TW.01.002 Number: A,. TUVRheinland® US Field Evaluation Report Revision: Effective date: MS-0004526 8 Dec 12, 2022 US2447TW .01 .002 1 4 n,. ll Polttlon of tr. Ukken c,..,t 1 Electrblc......,tplctogtl,ffl!fftquoncy_, ___ ,,-tion bo•(lnl~ riot), main .switch control) 2 Sof<tyfnstructJons ro, moln swffdl 3 Mo"'og pans pktogrom ""1oufflotk chtdl-, • Hot-•~lbulldchambor,.,.__I S S.lety Instruction, for rot•tlng lOOl (rnaln !an'I 6 Obww tht Yloly 1nstructioN ro, tht _, 1 S41etynote ro, PSV_,, • --~O'SVcllwpumpl J.t.l Prohibitory ..... Do ftOt .tWtKh on No ....... /:l:\_ llwortclsarried0<11a1..,-..,1sy,tem.--mustbep, \U .... i.c1 from rtstMtlng tho mocl,lr,e, ~that.,.prOYldodwtlhlNlllgn....,notbeactuottd Thh wllly Sign rnayonl)' be ,_111 tht Pfflllft Whohung It. Q Thote 11 • "'" hlzard due 10 combustlble or _,,....,,~aolld \!Y IIQuldor-,,._tols. Stickers rear side, with PSM100 File Number: Risk of asphyxiation from 11,gonl Argon that escapes In high oncentratlons suppresses the oxygen In the air and can lead to asphJrxlatton If inhaled. ► Observe the manufact~ rer's safety data sheet. If the process waste ga. cannot be guided out of the production room, the production n)Om must be adequately ventilated In fine with the size of the room. ► A residual oxygen mon torlng system should be Installed at the workplace. Residual OIC),gen monitoring may also be required If adjacent rooms are lower down or the machine Itself Is set up on a lower floor, out of whl , argon Is unable to escape by Itself. ► We recommend keeping a self-contained respirator ready for emergency situations. ► Cable shafts In the floo may fill with argon. Attentlonl Particular caution Is r ulred when dealing with accessible shafts. Always ensure a su of fresh air In the event of argon leaks. In the event of accidental nhalatlon, remOYt the affected person from the area lmmedla !!IY, provide them with fresh ak and keep them warm. If the persc stops breathing. conduct first aid mea- sures with artlflclal resp ration. Immediately seek medical atten· lion. DANGER D1119wofcleathdueto Theft Is I fatal risk d when touching the power circuits (fJril9lltlngulshlng device) hen the ffllln switch Is deactivated . UMI marked In orange ue to conduct electrtclty. Damage to or lndtvlclua may be 1h thrNtenlng. ng 1t I or1nge, always cut off the power to , protect st restart and disconnect It from the Insulation. fmmedlately switch elf "Pllllby"'ellctrlclan. Pldonn fflllntenance on the Number: /;!._ TUVRheinland® US Field Evaluation Report Revision: Effective date: MS-0004526 8 Dec 12, 2022 US2447TW.01.002 ...... """-•--,.; ----- This 19'1 I.I locatPd 11'1 ltle lntmc!dlete vkinlty of tht conMak>n boll. ft lndlc.lit.-s, tN1 mt tnlll'e, r'IWC'hlM SLM 280 Is a ct.us I ltwr device. This Ilg,, klocoted in lhe lmmodio .. ,lclnlly of tho Dloter port and UW cow, of the oPtial bench. ti lndk:Mes thit lase, class 4 applies on onc• lht ~ hive beton oPl"lfd. The ml(hine, MVJt --•-cow11ng,.,1warc1ousi...,,~,.don-~ope,-wd. -an....::emtt~ 'lhlsllgnll-.tlnthemrntdlo~>fdniti,ol -boo. It lndla!Hthol fhoPfOloctlvo :ho....in CEEon lht QOIHildlon(CuJ muubtatlNst 10mm' onductortermtn,i1 Manual warnings about Laser, and manual fire extin uisher File Number: -. . ., . ._ •• C • '__ . • f "-. O...,.. olcloolll In .. ,. olftreand • .,.,...Ion_ to h,.._I Powdffl; tOll$1sting of atumlnum alloyi ,eact upoo contact with w.at.,. This P,O<hJQK high 1empe,•tures ood hi,jr09"1', tr h)'d,ogen lgnilOS. N ml)' cauu u ,1ou, or even fatal lnJurles. ;;. 00 not Jmokf-in~ the dangf'f zon-e or kt the ntarby tnvlto,,• ff'lffll., M in from uslng open llght, fite Of Ignition sou,cts of Ml)' kind, ; ""-> If lP'optlalt txtlo<Julshlng agents 11 hind(,-. txtlogulshel, In cl611 D, O< dry sand). , tn aw1,t fire. stop work lmmed~ely. Le-ave the da~ mnt until ~ clttf slgool Is glwn ond •Iott th• em,rgoncy strvlces. ► Thi-If must be flooded and cleaned In weN ~til,ttd .,Hs. ► f'Mtw efi,nwnts; 1191. ~ Cttet• wh,ch a,e COf"lamlNted with Ml· rnhum powder must be ttored ln OPf'r'I cont,il')ers in weN Yl'ntf- lltfd ro s. ► Only •~:wrn clt>n tho rntUI ~ ..ith on Industrial vocuum -forn.m..,.ble ond nploslw dum. ►-~ tho-.,,t-..Jpowdors._yi_fhtp,o- -ONIUlfl in the corrospondlngsoftty lnfo,moflon leollets ► In the "'• In w•hln lht P<OCOU chamber, dost the pro(ffl ~door Wpouiblo>nd ka-s,lhedoordo...iuntil llwlft loxt/ngulshed. 10n~uptoboclyo,t11cosCmoutt,,...., lho_uum....,..cels-onorlllf. suction holo..,_,f-.,_. bocly, Manual warnings of Aluminum, Hydrogen, and vacuum suction Number: A TUVRheinland ® US Field Evaluation Report Revision: Effective date: MS-0004526 8 Dec 12, 2022 US244 7TW .01.002 Danger of death due to u1e of unsulu ble Industrial vacuum clean- ersl Using the Incorrect Industrial vacuum cleaner may lead to fire or explo- sion. Such fire or explosion may Jead to severe Injuries or even death. ,. When using the different metal powders, always observe the pro- tective measures In the corresponding safety Information leaflets. ,. Only use Industrial vacuum cleaners that are approved for the metal powder used. ► Observe the safety Instructions In the manual of the industrial vac- uum cleaner. Danger of doth In th• event of fire and explosion due to meUII powder! ~tal powde~ may Ignite or form an explosive mixture when dis- persed In atmospheric air. This may cause serious and even fatal Injury. ► Zone 22 applies within the danger zone following a build process when the process chamber door Is open. Therefore, do not smoke in the Immediate vicinity and refrain from using any exposed flame, fire or sources of ignition of any kind. ,. Let the metal powder run gently Into the conversion shafts while unpacking the component. Use the glove ports to unpack the aimponents In the sealed process chamber. ► Never let the metal powder stir up with the ambient air. ► Keep appropriate extinguishing agents at hand (fire extinguisher, fire class 0, or dry sand). ► In case of heavy dust formation, lmmrdtately stop the task. Walt until the dust has settled and then remove the dust layer. In case of llre, stop work Immediately. Leave the da~ zone untU the clear signal is given and alert the emergency services. ► Clean the area regularly to prevent the accumul1tl0n of dust. ► Only vacuum metal powde, with a safety vacuum cleaner suitable for flammable and explosive dusts. When using the different metal powders, always observe the pro- tective measures In the corresponding safety lnformatlOn leaflllls. Never use compressed alt to blow dry parts or system rnachlne,y, If there are leaks on the hoses or tines, switch off the machine us- Ing the emergency shutdown switch. 1n tM event of a flre Within the proc~ chamber, clow the process chamber door If possible and kHp the door dosad until 1M fire luxtlngulShed. owder. ,, SLM280_2.0.006, page 1, concerns power entry and Disconnect. File Number: SLM280_2.0.006, page 2,, concerns AC power Distribution. Number: MS-0004526 A TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 SLM280_2.0.006, page 13, concerns Gas Recirculation Motor M6. File Number: US2447TW.01.002 SLM280_2.0.006, page 4, concerns M1 Platform Elevator Servo Motor SLM280 2.0.006, a e 8, concerns Loader Motor M3. SLM280_2.0.006, page 15, concerns Cooling Units and D er. Number: ~ TUVRheinland® US Field Evaluation Report Revision: Effective date: MS-0004526 8 Dec 12, 2022 US244 7TW .01.002 SLM280_2.0.006, page 17, concerns Oxygen sensors and DC ower. Los•r 1 ~·"" .,.. .. ' I SLM280_2.0.006, page 23, concerns Laser 1, similar to Laser 2 on a e 24. File Number: I I I I I I L I -Al 1:_i I 11111110., I u~~ I I H,gh-lempeioturt I Heol'1 Option .l---- SLM280_2.0.006, page 18, concerns Heater elements for latform. Col'f\ ro r Cot\1rot I Pn ~mD\tC ltr 1n /OutPU\ tor t.lPt.1 SLM280_2.0.006, page 30, concerns 24VDC Distribution. Number: MS-0004526 /;!., TUVRheinland® US Field Evaluation Report Revision: 8 Effective date: Dec 12, 2022 )ll •7/2.6t-------= H/24.21- Pl/25.21 au 16 AWO -FG2DC f'hocf'l•IC 8#1 TCP-'ST 8IJ 16 "WG (Mt5 1) 15V+/20.7;_ ______ _ (llt5 2) 1511M/20 7 ======--------------' (X15.}) t51/ /20 71 SLM280_2.0.006, page 31, concerns -15 VDC and 15VDC ower source. r-------------------------+- SLM280_2.0.006, page 36, concerns the Interlocks and E-Sto s File Number: US2447TW.0l.002 SLM280_2.0.006, pago 33, concerns Emergency Sto and other interloclt connected to Safet Rela •XAI 14 2 I 2 -fi -1)(1{{0 1 ,, . . ' -\1/XRTQ . -~ .. . ,. 7 I J SLM280_2.0.006, page 61, concerns the Type K Limit Controller for llatform tern erature. l A TUVRheinland ® US Field Evaluation Report 6 •t Nrtrog•n Generator ( Opbon ) End of Report Number: Revision: MS-0004526 8 Effective date: Dec 12, 2022 US2447TW .01.002 File Number: r--tt•-- ~ tor Optical Bench XY onntr -- Process Chamber Tub< Colo,. BU • f!IU4 PK • P'an~ JR • Tr nsPQreri.t 0 Air .61ala.11c~ Ca. l.11c. Air !!Ji.au,,d Hgdna~lc C'o,at_ral Erlgl,a .,,_ ~-1-1840 Commercial Street, Escondido, CA 92029 760-741-5401 • abco@alrbalanceco.com TEST AND BALANCE REPORT Project Name: Callaway 30 Print Lab Location: 2180 Rutherford Road, Carlsbad, CA 92008 Architect: CRB Architects P.C. Engineer: McParlane & Associates Contractor: MW Mechanical , Inc. Project Number: 21170 This is to certify that Air Balance Co., Inc. (ABCO) has balanced the systems described herein to their optimum performance capabilities. The testing and balancing has been performed in accordance with the standard requirements and procedures of the Associated Air Balance Council and the results of these tests are herein recorded. Associated Air Balance Council TBE Number: 00-01-48 Completion Date: 15 April 2024 Reviewed By: Jeffrey L. Wicka, TSE Test & Balance Technician: Jesse Steeves AABC C.rtllled Mtmb<r RECORD COPY City of Carlsbad MAY 16 2024 BUILDING DIVISION Page 1 of 15 r ,,~. T --!.__•+--r-I ' .... \_ 1--_,_J_ ! 1 I • ""E ~ LAB i I 1:! I ' --,--,-· -~ j \~, ) Bux !E ---+l : i I I i;: ,;..· ..J.~--.i---1---'----+ i I f-.t. I ~ ··--+-t -t-·-~ '-----+-.; --+--- -l------l--±: --f;"~-•-•-~ • -~ -~ -,1 -~r:--T-f'~ =======-~€==::9::=::==+~~l~~~~ --n -:;.·:1:.vc j -J.. ~-l I ----~, ___ciµ--=i,..~ I • Ii.fl~ L::£·..._.._~: ' Y 1 ·'-l I ~~~/4~-~ '~~, ,t ' W' :~;, 1,"' I Sh'<f i' , . ~ ' I 1111 -r ' fl I I ·~ I I I I I .I I 1~~rLLilJ1---, ,-+:--! -H-I --f:rtP.-f-:R okl-t-t-t-mtf 1 I -I: I : , _ )ii, C[:-_ -h1 -h---kuld--J_--J:<~JL-~il~l ~J -ill- (i) ~5.?NICAL DEMOLITION FLOOR PlAN. LEVE\__ 1 -r, (1) I --. I -=±-t'-u ( D ) 0 .-·: , -I . ,_ 7 1. : -....::_/ • •• ,-... -'---t-I 'I I 81 i I --◄-,. -.r-r- --I ,.,c:·:.:;--fl~- ! rt -------~------~---=~=====p==-=;:'' I , ~ (2\-1 ~. '...__, @ ~~~NICAL NEW FLOOR PLAN -LEVEL~ OJJ.>IN4YSOMH?LU AICOJOIN0::21110 MEOlstlTIIO:M01-G1 CWl:°"'11~ P.'.l:iv m ........., I Q ~ l'2..J GENERAL NOTES SHEET NOTES '-~~, llo\~11 i--~WAYACOITh'ELAI l --' 0- IECHANICAl DEMOUT1011Alll lEW A.OORPWI l.EVB. 1 1-M01-01 _J ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The B-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. All'F-=;;;;;;;;;;;..;;;_, .... ;;;;;.;;.jjiiiiiii-i;jiijiiiiiiijiiijjjiiiiiiiiio-iiiiiiiiijii~...-iiiiiii;;;;;;;;;;a;;;;;;;;.,-.-~;;-::-~;;;;;;;;;;;;;;;;;;;;;;;;;;.;.;;;;;;;.;;.;;;.a;;;~;;;;;;;;.;=;.;;;;;;;;;;;;;;;;;;;;=---==;;;;;;;;;;;==;;;;;; Project Name/Building Permit No.: CALLAWAY ADDITIVE PRINTING LAB BP No.: Date:26JUL23 Property Address/APN: 2180 RUTHERFORD ROAD 212-070-25-00 ApplicantName/Co.: BRIDGET CARNEY Applicant Address: 3207 GREY HAWK CT SUITE 150 CARLSBAD CA 92010 Contact Phone: 760-305-1359 contact Email: BRIDGET.CARNEY@CRBGROUP.C Contact information of person completing this checklist (if different than above): Name: Company name/address: B-50 Contact Phone: Contact Email: Page 1 of 7 Revised 12/22 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data• as published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC). Building Permit Valuation (BPV) $ breakdown __________ _ Construction Type Complete Sectlon(s) Notes: D Residential D New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU D Additions and alterations: D BPV < $60,000 NIA All residential additions and alterations D BPV ~ $60,000 1A,4A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are D BPV ~ $200,000 1A, 4A* removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 28* *Multi-family dwellings only where ~$1 ,000,000 BPV AND BPV ~ $1,000,000 affecting ~75% existing floor area i] Nonresldentlal and hotels/motels D New construction 1 B, 28, 38, 48 and 5 l!!!I Alterations: l!!!I BPV ~ $200,000 or additions ~ 18,5 1,000 square feet D BPV ~ $1,000,000 18, 28, 5 Building alterations of~ 75% existing gross floor area ~ 2,000 sq . ft. new roof addition 28,5 1 B also applies if BPV ~ $200,000 Instructions: 1. Choose first between residential or non-residential based on the type of project being submitted. 2. Next chose between new construction or addition/alteration for residential or non-residential. 3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project. 4. Appropriate details must be included on the plans for selections made. EXAMPLE: Scope of work includes a new, 2 story, single family residential structure. I The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be applicable. (Solar PV, water heating, EV charging) The * indicates that new detached ADU's are included. EXAMPLE: Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars. The selections would be: Non-residential and Alteration BPV ~ $1,000,000. CAP sections 1 B, 2B and 5 would be applicable to this project. (Energy efficiency, Solar PVand Transportation Demand Management (TOM)*) It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. 3 Checkllst Item Check the appropriate boxes, explan al not applicable and exception items, and provide supporting calwations and documentation as necessary. 1. Energy Efficiency Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A. 0 Residential addition or alteration ~ $60,000 building permit valuation. Details of selectlon chosen below must be placed on the plans referencing CMC 18.30.060. D N/A ________ _ D Exception: Home energy score ~ 7 (attach certification) Year Built Slngle-famlly Requirements Multi-family Requirements D Befa'e1978 Select one option: □ Duct sealing □ Attic insulation □Coolroof D Attic insulation D 1978 and later Select one option: D Lighting oackage □ Water heating package D Between1978 -1991 Select one option: □ Duct sealing □ Attic insulation D Cool roof D 1992 and later Select one option: □ Lighting package □ Water-heating package 8. E] New Nonresldentlal construction (lncludlng additions over 1,000sf), new hotel/motel construction AND alterations ~ $200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix AS. At least one measure from each applicable building component required. El N/A _______ _ AS.203.1.1 Choose one: D Outdoor lighting D Restaurant service water heating (Section 140.5 of the CEC) D Warehouse dock seal doors D Daylight design PAFs D Exhaust air heat recovery AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) l!!I .90 Energy budget (Projects with indoor lighting AND mechanical) A5.211.1 ** D On-site renewable energy: AS.211.3,.,. D Green power: (If offered by local utility provider, 50% minimum renewable sources) AS.212.1 □ Elevators and escalators:(Project with more than one elevator or two escalators) AS.213.1 D Steel framing: (Provide details on plansforoptions 1-4 chosen) • High-rise residential buildings are 4 or more stories. El N/A ---------- 0 N/A ________ _ El N/A 8 N/A 8 N/A El N/A. _______ _ ** For alterations~ $1,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply with Section 18.030.040 of the CMC (section 2B below) instead. 4 2. Photovoltaic Systems A. □ Residential new construction. Refer to Section 150.1 (c)14 of the CEC for single-family requirements and Section 170.2(d) of the CEC for multi-family requirements. If project Includes Installation of an electric heat pump water heater pursuant to CAP section 3 below (residential water heating), Increase system size by .3kWdc If PV offset option is selected. Floor Plan ID (use additional CFA orSARA #<l.u. Calculated kWdc* Exception sheets if necessary} □ D □ □ Total System Size: kWdc 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. 8. □ Nonresidential, hotel/motel and multifamily additions, alterations and repairs of these projects ~$1,000,000 BPV AND affecting ~75% existing floor area, OR addition that Increases roof area by ~2,000 square feet. Please refer to Section 18.30.040 and 18.30.070 of the CMC when completing this section. Choose one of the following methods: (Gross floor area or Time-Dependent Valuation method} □ Gross Floor Area (GFA)Method GFA: Min.System Size: kWd □ If< 1 0,000s.f. Enter: 5 kWdc □ If~ 10,000s.f. calculate: 15 kWdcx (GFA/10,000} ** **Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method C. 0 AnnualTDV Energyuse:*** ______ x .80= Min. system size: _____ kWdc *** Attach calculation documentation using modeling software approved by the California Energy Commission. * All newly constructed non residential, hotel/motel and highrise multifamily buildings that are required by CEC section 140.10(a} to have a PV system shall also have a battery storage system meeting CEC section 140.10(b). Non residential, hoteVmotel and multifamily additions, alterations or repairs that bigger solar due to the Carlsbad Climate Action Plan will NOT require battery storage. Battery storage is required when triggered by CEC section 140.10(a) and/or 170.2(g). 5 3. Water Heating A. Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1 (c)8 or 170.2(d) of the CEC when completing this section. Provide complete details on the plans. Residential new construction and alterations: D Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving individual units, choose one system: D Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher. D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Gas or propane system with a solar water hearing system and recirculation system. For systems serving multiple units, choose one system: D Heat pump water heating system with recirculation loop tank and electric backup. □ Solar water heating system that is either: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recover OR: D System meets performance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from on-site solar or recovered energy. D Exception:. ____________________________________ _ 8. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020 and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details on the plans. 1. Non-residential: D Required: Water heating system derives at least 40% of its energy from one of the following: D Solar-thermal □ Photovoltaics D Recovered energy D Required: High-capacity service water heating system 2. Water heating system Is (choose one): 0 Heat pump water heater □ Electric resistance water heater(s) D Solar water heating system with .40 solar savings fraction 3. Hotel/motel: D Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC) D Required: Located in garage or conditioned space Exception: 6 4. Electric Vehlcle Charging A D Residential -New construction and major alterations.* This section also applies to hoteVmotel projects. Refer to Section 18.21.030 of the CMC and Section 4.106.4 of the GBSC when completing this section. Choose one: D One and two-family residential dwelling alterations with attached private garage. {not required if a panel upgrade would be needed) D New detached ADU. {no EV space required when no additional parking facilities are added) D New one and two-family residential dwellings and townhouse with attached private garage. D One EV Ready parking space required D Exception: __________ _ D New arxl major alterations to multi-family and hoteVmotel projects: D Exception: ________________ _ Total Pari<ing Spaces Proposed EVSE Spaces EV Capable (10% of total) I EV Ready (25% ofT olal) I EV chargers (5% ofTotal) I I *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, alterations have a building permit valuation ~$60,000 or include an electrical service panel upgrade. (2) for multifamily dwellings {three units or more without attached garages), alterations have a building permit valuation~ $200,000, i nteriorfinishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are p reposed . B. D Non-Resldentlal -New construction D Exception: _____________ _ Please refer to Section 18.21 .040 of the CMC when completing this section Total Parking Spaces Proposed EV Capable I EVCS (Installed with EVSE) I EV Ready (optional) I EV Space (optional) I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS (Installed with EVSE) □ 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 □ 76-100 17 5 □ 101-150 25 6 □ 151-200 35 9 □ 201 andover 20 percent of total 25 percent of Required EV Spaces Calculations: Total EV Capable spaces= .20x Total parking spaces proposed {rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .25 {rounded up to nearest whole number) EVSE other may be "EV Ready" or "EV Space" 7 .. 5. Iii Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether your permit requires a TOM plan. If TOM is applicable to your pem,it, staff will contact the applicant to develop a site-specific TDM plan based on the pem,it details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use Office (all)2 Restaurant Retaib Industrial Manufacturing Warehousing EmpADTfor first 1,000 s.f. 20 11 8 4 4 4 EmpADT/ 1000 s.f.1 13 11 4.5 3.5 3 1 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10'hEdition 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc . Other commercial uses may be subject to special consideration sample ca!cylaUons; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and under ancttliat an approved TOM plan is a condition of permit issuance. Applicant Signature: ~:.U,l.U~UJ/!~~~4-- Name: BRIDGET CA Date: 26JUL2023 Phone No.: 760-305-1359 8 ( City of Carlsbad CLIMATE ACTION PLAN (CAP} COMPLIANCE CAP Building Plan Template B-55 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. The following certificate shall be Included on the plans for all building permits that are required to comply with the CAP measures: 1. ENERGY EFFICIENCY APPLICABLE: Dru [I] NO Complies with CMC 18.30.060 or 18.21.050 0Yes ON/A Existing Structure, year built: ____ _ Prepared Energy Audit? Qes D No Energy Score: _____ _ Efficiency Measures included in scope: 2. PHOTOVOLTAIC SYSTEM APPLICABLE: OYES [I] NO Complies with CMC section 18.30.040 and 2022 California Energy Code section 150.l(c}14 D Yes OJA Size of PV system (kWdc): Sizing PV by load calculations If by Load Calculations: 0Yes 0No Total calculated electrical load: 80% of load: Exception Requested Exception Approved BYes ~ Yes ONo 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: □ YES Ii) NO 4. s. Complies with CMC sections 18.30.020 18.20.030 and/or 18.30.050? Alternative Source: o Electric o Passive Solar Exception Requested Exception Approved ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: 0Yes 0Yes DYES Complies with CMC section 18.21.030? Panel Upgrade? 0Yes ON/A D Yes ONo Required Provided Total EV Parking Spaces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved ----r::'.jyes □Yes TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TOM Report on file with city? 0No □No DYEs0No 0Yes0No □Yes □No