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Home My WebLink About1890 RUTHERFORD RD; 100; CBC2023-0015; PermitBuilding Permit Finaled Commercial Permit Print Date: 10/05/2023 Job Address: 1890 RUTHERFORD RD, # 100, CARLSBAD, CA 92008-7344 Perm it Type: BLDG-Commercial Work Class: P/M/E Parcel#: 2121203500 Track#: Valuation: $198,000.00 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: NAVIGATE BIO: CHILLER REPLACEMENT LIKE FOR LIKE Applicant: PERMITS IN MOTION TERRY MONTELLO 415 60TH ST SAN DEIGO, CA 92115 (619) 994-5557 FEE BUILDING PLAN CHECK FEE (manual) Property Owner: PDG CARLSBAD 47 AND 48 LP 505 LOMAS SANTA FE DR, # 200 SOLANA BEACH, CA 92075 (619) 258-2900 x304 BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) ELEC: OTHER COMPLEX ELECTRICAL FIRE F Occupancies Tl STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $1,630.04 Total Payments To Date: $1,630.04 Permit No: Status: Ccityof Carlsbad CBC2023-0015 Closed -Finaled Applied: 01/26/2023 Issued: 04/14/2023 Fina led Close Out: 08/25/2023 Final Inspection: 08/16/2023 INSPECTOR: Alvarado, Tony Balance Due: AMOUNT $288.60 $98.00 $444.00 $744.00 $55.44 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov Ccicyof Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check CBC2023-0015 Est. Value $420,000 ~~~~----- PC Deposit Date 04/07/2023 Job Address: 1890 Rutherford Rd, Carlsbad CA 92008 ____ .Sulte: ___ ~APN: PARCEL 2 (212-120-28-00) Tenant Name#: Navigate BjoPharma Services Lot #:. ____ Year Built: _________ _ Year Built: __ _ Occupancy:~B __ Construction Type: Ill Fire sprinklers.ESQ NO A/C:@vEsQNo BRIEF DESCRIPTION OF WORK: Replace existing 190 ton chiller with new 150 ton scroll chiller with associated piping connections, new pumps and VFDs. 0 Additlon/New: ____________ New SF and Use, __________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ □Tenant Improvement: _____ SF, _____ SF, Existing Use: _______ Proposed Use: ______ _ Existing Use: Proposed Use: ______ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ D Solar: ___ KW, ___ Modules, Mounted:0Roof 0Ground D Reroof: ·------------------------------------r.il . . . Remove existing chiller, disconnect associated piping and pumps. LOTO equipment and disconnect -Plumbmg/Mechamcal/Electr1cal as necessa,y tor removal. Install new chiller, new pumps, piping, and install new VFDs. D Other: ________________________________ _ PRIMARY APPLICANT PROPERTY OWNER Name: CBRE Group, Inc. Name: Dusty Lindelius, Cannon Building Services, Inc. Address: 3137 Tiger Run Court, Ste. 114 Address: 2100 McKinney Ave, Ste. 1250 City: Carlsbad State: CA Zip: 92010 City: Dallas State:._T_X __ Zip: 75201 Phone: 858-302-1151 Phone: 619-855-1204 Email: dlindelius@cannonbuilding.com Email: denis.howellstiles@cbre.com DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Eugene Walsh, Walsh Engineers, Inc. Business Name: Cannon Building Services, Inc. Address: 4711 Viewridge Ave, Ste. 21 O Address: 1861 E. Miraloma Ave. City: San Diego State:CA Zip: 92123 City: Placentia State: CA Zip:_9_2_8_7_0 ___ _ Phone: 858-541-0788 Phone: 714-630-9570 Email: gwalsh@walshengineers.com Email: dlindelius@cannonbuilding.com Architect State License: CSLB License#: 553842 Class: B, A, C20, C10 -----------Car Is bad Business License # (Required): BLNR009895-06-2021 APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): _D...;u_s_.ty_L_in_d_el_iu_s _____ _ SIGN:~~ DATE: 04/07/2023 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV.05/22 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: CBC2023-0015 A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaffirm under penal tyof perjurythat I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): 01 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. ____________________________________ _ -OR- Iii I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Insurance Company Name: Oak River Insurance Co. Polley No. CAWC350612 Expiration Date: ..,0,_,1-"/0=-1cc/2'"0"'2,_4=---------- -OR- D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and clvtl 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): Dusty Lindelius SIGNATURE: ~ ~ DATE: 04/07/2023 Note: If the person signing above Is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION BJ: OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such Improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner•builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM 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, t cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of theapplfcable law, Section 7044of the Business and Professions Code, is available upon request when this application is submitted orat the following Web site: http://www.leginfo.ca.govlcalaw.html. OWNER CERT/FICA T/ON: 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): ________ _ SIGN: _________ DATE: _____ _ Note: If the person signing above is an authorized agent for the property owner lndude form B-62 sl1ned by property owner. 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 (cityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2023-0015) Permit Type: BLDG-Commercial Work Class: P/M/E Application Date: 01/26/2023 Owner: PDG CARLSBAD 47 AND 48 LP Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Issue Date: 04/14/2023 Subdivision: CARLSBAD TCT#85-24 UNIT#03 Expiration Date: 02/12/2024 Address: 1890 RUTHERFORD RD, # 100 CARLSBAD, CA 92008-7344 IVR Number: 46171 Inspection No. Inspection Primary Inspector Reinspection Inspection Status 08116/2023 08/16/2023 BLDG-24 RoughfTopout 220889-2023 Passed Tony Alvarado Complete Thursday, October 5, 2023 Checklist Item BLDG-Building Deficiency COMMENTS Mechanical, Electrical and Plumbing scope of work for (1) quantity uniUchiller unit, replaced, like for like, same size and same location, at exterior mechanical enclosure location -per mechanical and electrical plans-approved. BLDG-34 Rough Electrical 220746-2023 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS Mechanical/Electrical and Plumbing scope of work for (1) quantity uniUchiller unit, replaced, like for like, same size and same location, at exterior mechanical enclosure location -per mechanical and electrical plans-approved. BLDG-43 Air Cond./Furnace Set 220740-2023 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS Mechanical, Electrical and Plumbing scope of work for (1) quantity uniUchiller unit, replaced, like for like, same size and same location, at exterior mechanical enclosure location -per mechanical and electrical plans-approved. BLDG-44 Rough/Ducts/Dampers 220887-2023 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS Mechanical uniUchiller unit, replaced, like for like, same size and same location, at exterior mechan·1cal enclosure location - per mechanical and electrical plans-approved. BLDG-Final Inspection 220741-2023 Passed Tony Alvarado Passed Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Complete Page 1 of 2 PERMIT INSPECTION HISTORY for (CBC2023-0015) Permit Type: BLDG-Commercial Work Class: P/M/E Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Thursday, October 5, 2023 Application Date: 01/26/2023 Owner: PDG CARLSBAD 47 AND 48 LP Issue Date: 04/14/2023 Subdivision: CARLSBAD TCT#85-24 UNIT#03 Expiration Date: 02/12/2024 IVR Number: 46171 Address: 1890 RUTHERFORD RD, # 100 CARLSBAD, CA 92008-7344 Inspection No. Inspection Primary Inspector Status COMMENTS Mechanical and Electrical scope of work for (1) qty., uniVchiller unit, replaced, like for like, same size and same location, at exterior mechanical enclosure location - per mechanical and electrical plans-approved. Reinspection Inspection Passed Yes Yes Yes Yes Page 2 of 2 NV 5 Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac - 1890 Rutherford Road Carlsbad CA Project No.: 113823-0001525.00001 Work Date: May 20, 2023 Field Technician: John Gomez Weather: Clear Time Arrived: 9:00 AM Time Departed: 1 :00 PM Contractor: Cannon Buliding I Post Installed Anchors Observations 15092 Avenue of Science, Suite 200 San Diego, CA 92128 Phone: 858.385.0500 / Fax: 858.385.0400 Report ID:DFR:138-23-02455-01 Issue No: 1 This report replaces all previous Issues of this report. Report shall not be reproduced except in full without prior written approval of NVS Global. Inc. -;:,;;?. (t"t:, r .i, ,d;,.,..~ Reviewed By: Ricardo Hernandez Date of Issue: August 15, 2023 Location: 1890 Rutherford Road Carlsbad Ca. 92008 Equipment: Drill motor, drill bits Referenced Documents Plan set for: Navigate Biopharma and ICC ESR 4868. Remarks • On site to perform a continuous inspection during the installation of post installed anchors into the existing foundation for the new chiller at the building noted. • The anchors are HIT-HY 200 V3 3/4"x8" inserted into a pilot hole drilled into the deck measuring 7/8" wide an effective embedment depth of 4" deep. The adhesive was HIT-HY 200-R V3. The installation procedure was checked with the manufactures requirements provided by the contractor and printed on the outside of the box. The observed procedure follows: After drilling the pilot hole, it was blown clean with compressed air and brushed with a steel bristle brush. Next, the adhesive was inserted into the holes through the supplied mixing tip. The anchors were set into the hole with some of the adhesive observed wasted out of the hole. All of the anchors were installed in accordance with the manufactures requirements and without exception. Inspector/Technician: John Gomez Page 1 of4 NVS Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac 1890 Rutherford Road Carlsbad CA Project No: 113823-0001525.00 15092 Avenue of Science, Suite 200 San Diego CA 92128 Phone: 858.385.0500 I Fax: 858.385.0400 Report ID: DFR:138-23-02455-01 Issue No: 1 Report shall not be reproduced except In full without prior written approval of NV5 Global, Inc. ~c~,,ett. ,£,,,•n ~ Reviewed By: Ricardo Hernandez, Dispatch Date of Issue: 8/15/2023 1890 Rutherford Road Carlsbad Ca. 92008 Progress photo showing checking the length of the anchor and depth of the embedment. Form No: 19900, Report No: OFR: 138-23.02455-01 Cl 2000-2023 QESTLab by SpectraQEST.com Page 2 of 4 NV 5 Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac 1890 Rutherford-Road Carlsbad CA Project No: 113823-0001525.00 15092 Avenue of Science, Suite 200 San Diego CA 92128 Phone: 858.385.0500 / Fax: 858.385.0400 Report ID: DFR:138-23-02455-01 Issue No: 1 Report shall not be reproduced except In full without prior written approval of NVS Global, Inc. ~~(A~,L. ~'l-n~ Reviewed By: Ricardo Hernandez, Dispatch Date of Issue: 8/15/2023 1890 Rutherford Road Carlsbad Ca. 92008 Progress photo taken as the hole is clear of debris with compressed air. Form No: 19900, Report No: DFR:138-23-02455-01 Cl 2000-2023 QESTLab by SpectraQEST.com Page 3 of 4 NV 5 Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac 1890 Rutherford Road Carlsbad CA Project No: 113823-0001525.00 15092 Avenue of Science, Suite 200 San Diego CA 92128 Phone: 858.385.0500 / Fax: 858.385.0400 Report ID: DFR:138-23-02455-01 Issue No: 1 Report shall not be reproduced except In full without prtor written approval of NVS Global, Inc. P, ~~ r "'-~;?-,-.~ Reviewed By: Ricardo Hernandez, Dispatch Date of Issue: 8/15/2023 1890 Rutherford Road Carlsbad Ca. 92008 Progress photo taken as the epoxy is inserted into the hole through the supplied mixing tip. Form No: 19900, Report No: DFR:138-23-02455-01 IC> 2000-2023 QESTLBb by SpectraQEST.com Page 4 of 4 NV S Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac - 1890 Rutherford Road Carlsbad CA Project No.: 113823-0001525.00001 Work Date: May 20, 2023 Field Technician: John Gomez Weather: Clear Time Arrived: 9:00 AM Time Departed: 1 :00 PM Contractor: Cannon Buliding 'Post Installed Anchors Observations 15092 Avenue of Science, Suite 200 San Diego, CA 92128 Phone: 858.385.0500 I Fax: 858.385.0400 Report ID:DFR:138-23-02455-01 Issue No: 1 This report replaces all previous issues of this report. Report shall not be reproduced except In full without prior written approval of NV5 Global, Inc. 9-~e.,,-.£. ,£,,,, .. ~cl.e- Reviewed By: Ricardo Hernandez Date of Issue: August 15,2023 Location: 1890 Rutherford Road Carlsbad Ca. 92008 Equipment: Drill motor, drill bits Referenced Documents Plan set for: Navigate Biopharma and ICC ESR 4868. Remarks • On site to perform a continuous inspection during the installation of post installed anchors into the existing foundation for the new chiller at the building noted. • The anchors are HIT-HY 200 V3 3/4"x8" inserted into a pilot hole drilled into the deck measuring 7/8" wide an effective embedment depth of 4" deep. The adhesive was HIT-HY 200-R V3. The installation procedure was checked with the manufactures requirements provided by the contractor and printed on the outside of the box. The observed procedure follows: After drilling the pilot hole, it was blown clean with compressed air and brushed with a steel bristle brush. Next, the adhesive was inserted into the holes through the supplied mixing tip. The anchors were set into the hole with some of the adhesive observed wasted out of the hole. All of the anchors were installed in accordance with the manufactures requirements and without exception. Inspector/Technician: John Gomez Page 1 of 4 NV 5 Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac 1890 Rutherford Road Carlsbad CA Project No: 113823-0001525.00 15092 Avenue of Science, Suite 200 San Diego CA 92128 Phone: 858.385.0500 / Fax: 858.385.0400 Report ID: DFR:138-23-02455-01 Issue No: 1 Report shall not be reproduced except In lull without prlor wrltten approval of NVS Global, Inc. ~;:-~,,~ ~~-~~ Reviewed By: Ricardo Hernandez, Dispatch Date of Issue: 8/15/2023 1890 Rutherford Road Carlsbad Ca. 92008 Progress photo showing checking the length of the anchor and depth of the embedment. Form No: 19900, Report No: DFR:138-23-02455-01 <0 2000-2023 QESTLab by SpectraQEST.com Page 2 of 4 NV 5 Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac 1890 Rutherford Road Carlsbad CA Project No: 113823-0001525.00 15092 Avenue of Science, Suite 200 San Diego CA 92128 Phone: 858.385.0500 / Fax: 858.385.0400 Report ID: DFR:138-23-02455-01 Issue No: 1 Report shall not be reproduced except In full without prlor written approval of NVS Global, Inc. ~ ;;---e:.,, ci. d;?.,.~ Reviewed By: Ricardo Hernandez, Dispatch Date of Issue: 8/15/2023 1890 Rutherford Road Carlsbad Ca. 92008 Progress photo taken as the hole is clear of debris with compressed air. Form No: 19900, Report No: DFR:138-23-02455-01 C 2000-2023 QESTLab by SpectraQEST.com Page 3 of 4 NV 5 Daily Field Report Client: Cannon Building Project: C2230 Navigate Biopharma Chillers Replac 1890 Rutherford Road Carlsbad CA Project No: 113823-0001525.00 15092 Avenue of Science, Suite 200 San Diego CA 92128 Phone: 858.385.0500 / Fax: 858.385.0400 Report ID: DFR:138-23-02455-01 Issue No: 1 Report shall not be reproduced except In full without prior written approval of NVS Global, Inc. ~ Ct:. t' ct,. ~,,.,.~ Reviewed By: Ricardo Hernandez, Dispatch Date of Issue: 8/15/2023 1890 Rutherford Road Carlsbad Ca. 92008 Progress photo taken as the epoxy is inserted into the hole through the supplied mixing tip. Form No: 19900, Report No: DFR:138-23-02455-01 Q 2000-2023 QESTLab by SpectraQEST.com Page 4 of 4 •.. .--------------------------------, NAVIGATE BIOPHARMA SERVICES HVAC EQUIPMENT 1890 RUTHERFORD RD. CARLBAD, CA 92008 STRUCTURAL CALCULATIONS & DETAILS Prepared By ·,:·.:. :·-•·., MASON INDUSTRIES Inc. ,.:•·.•._• .. -:::; ' , : •• -~~ ·, ••• MANUFACTURERS OF VIBRATION CONTROL PRODUCTS l•,•::•;?~;{f '•. HaJ;;.~;t~~~~~88 2101 ~~~:~~21 i~ai~ite D • ••• -631/348-0282 714/535-2727 I.•. FAA 631/348-0279 FAX 7141535-5738 1 ·: :-,-•-·· •. ---, lnfo@Mason-lnd.com www.Mason-lnd.com i•~~-~. •_."j .~_:;... ___________________________________ _ • MASON INDUSTRIES, Inc. MANUFACTURERS OF VIBRATION CONTROL PRODUCTS 350 Rabro Drive Hauppauge, NY 11788 631/348-0282 FAX 631/348-0279 lnfo@Mason•lnd.com PROJECT DATA: 2101 W. Crescent St., Sllte D Anah~m. CA 92801 714/535-2727 FAX 714/535-5738 www.Mason-lnd.com PROJECT CERTIFICATION DATA & TABLE OF CONTENTS PROJECT NAME: NAVIGATE BIOPHARMA SERVICES MASON E.O. NUMBER: 36446 PROJECT LOCATION: 1890 RUTHERFORD RD. CARLBAD, CA 92008 CUSTOMER: WALSH ENGINEERS GOVERNING BUILDING CODE: CBC 2019 SEISMIC DESIGN CATEGORY: D Sds: 0.781 IP: 1.0 TABLE OF CONTENTS: EQUIPMENT TAGS: CH-1 Notes: REF. REF. CALC A1 T3 TO T15 1. Certification is for Mason product selections and/or equipment anchorage only. No other responsibilty is taken or implied. 2. Verification of building structural elements supporting the above equipment is beyond the scope of this certification. 3. Construction or fabrication should not begin until all approvals are in place, including approval of this submittal by owne~s agents, consultants, and/or by building permit plan check. Mason Industries, Inc. will not assume responsibility for construction done prior to the aforementioned approvals. DATE: 12/2/2022 es"¾s :r~-,-. ).cc: --~-="'"" ----_.c'----~ ,h1· ! ';' ! c·_:~. r .! i :: . • I.' •:I• n_·Ir.· I 1·· -'_, J,._ -~: \ (_) ~ii 11·J ~ l~C ~ I~ I 1_1·· . ·1 I •1c,l! . . ,'l i I : J'·• _ _., ·: .,,.I> ,<> /,·j L_., _! ,(:., ~ 23 5 ¼---------=-----.------r, l .,,_ _________ --::=:=:=~-r-... ----· ,__,. • ··• ~ .·,, "' + • •• n,1i'i,,:X I . i :H,\'.i' '.'11 ,. ' '."1 '.;:,, \"': 'Ri ,. ' '.R//W I 1,- :ll .. ,.,, ,, .,. rfic- 111 ! ! -~:r\ .. '•· ½ r -I , , .. ,.,. iii'. ·l, -~ _L_ __ ~_ i I\\ • ------,1 I ·\\ 1,11 ! \. , l ~ '\.Jh.. -u· ·, : l '•. ,' \~·-.1 / .. "·• \'-I/ il \j ~--_L~ 1:1 .,•.•,. y,•.•. =1--,1. : ~==:-' • ' I• u )0 DtLl ·= l:I j~1, ,:o><m rn :,:O"' i i 71! I I * ! I ' = " .. I.. L..,.cc--"1-L--',-'. m .- ~rr_u •:·_~~I:',? ill~-'lo: ·_·) I I ( r!ij I· ,, I'\ •"' I ... i of' UNIT rft7 6 7 L . 4½ 013/,5HOLE A1 SNUG TIGHTEN BOTTOM NUT& LOCK IN PLACE WITH TOP NUT TYP. Bx6x¾ SUPER W PAD WITH Bxt3x¼ TOP PLATE (8) REQUIRED (8) Bx6x4 SWM PADS Anchon11pe Requirements: ¾• DIA. HAS-V-36 HOG W/ HILTI HIT-HY 200-R V3 WITH¾HLW 4" EFF. EMBEDMENT 6" EDGE DISTANCE 3000 PSI. STONE AGGREGATE CONC. 6" CONCRETE THICKNESS MIN. INSTALLED PER ICC ESR 4868 PERSWM PAD UNIT: CARRIER 30VX200S DWN BY: TH I CHKD BY: DNIT WEIGHT 12317 LBS. ~ t s . , 'I ffl£61_~; ~ ! jllj, C/)j ~ ~ :::i l • Cl , z, ~ I 1l 1 11 <Cl ! •! ::;; . ► DIRECT anchora.Q_e ~ ~ "' I ,i; l'; iii I ~ w !!! ~ w J: i ,m, 311«11 I,,.,..,~ CH-1 1Jregui'ed :~i iii: WF-3644_6-01 - MASON INDUSTRIES, Inc. Manufacturers of Vibration Control Products -I: 350 Rabro DMve 2101 W. CrescantAve., Suite D :ii Hauppauge, NY 11788 Anaheim, CA 92801 Joe NAM~ NAYIGATE BIOPHABMA SEBYICl;S CUSTOMER WALSH ENGINEERS SUPER WM - 631/348-0282 714/535-2727 FAX 631/348-0279 FAX 714/535-5738 lnfo@Mason-lnd.com www.Mason-lnd.com MATERIAL: D Natural Rubter 121 Standard Neoprene D AASHTOBridge Bearing Neoprene CUSTOMER P.0·------------1 MASON M.1. E,O, 36446 DWG. NO. WF-SWM Waffle Pad 3/4" (19mm) ? ~ Load Deflection Curves LOAD (psi) (lbs / 2" sq) 70 125 500 100 40 75 300 50 200 25 100 ' ' ' ' , ~--1-4 -+---c--l "··+ .+-/T. ··•··••: ----~ 60 : -+--+---+ 90 ;~. :·~- 40 '• , 40 40 :lOL "' ' 30 ,. 107 ! ' TYPE Super WM LOAD RATINGS per SQUARE Actual pad sizes are scheduled below. 0 .05 .10 .15 .20 Maximum Load 0.113 20% Deflection Recomended Recommended Recommended Load per2•2" sq. Load per Area Durometer (lbs) (kg) (lbs/h') (kg/mm') 30 80 35 20 .014 40 120 55 30 .021 Standard 50 180 80 45 .032 60 240 110 60 .042 70 360 165 90 .063 Certification Form S-404 04/2009 DWN: TH Maximum Loadperhea (lbs/h') (kg/mm') 27 .019 40 .028 60 .042 80 .056 120 .084 CHKD: DEFLECTION (IN) Maximum Load Note: 15% Deflection Graph shown is for a single layer of 2" x 2" Super W Pad DATE: 12/02/2022 DWG. No. WF-SWM . MASON INDUSTRIES, Inc. JOB NAME NAVIGATE BIOPHARMA SERVICES HLB& - Manufacturers of Vibration Control Products CUSTOMER WALSH ENGINEERS i 350 Rabro Drive 2101 W. Crescent Ave., Suite D Hauppauge, NY 11788 Anaheim, CA 92801 CUSTOMER P.O. HLW E 631/348-0282 714/535-2727 FAX 631/348-0279 FAX 714/535-5738 MASON M.I. E.O. 36446 lnfo@Mason-lnd.com DWG. NO. WF-HLW Bushings & Washers www.Mason-lnd.com 0 TYPEHLW TYPEHLB Multiple Layer Neoprene Impregnated Duck Washers Neoprene Impregnated 1/4" (6mm) thick Duck Tube Bushings Max load Ing -1000 psi (70kg!cm') TYPE HLB DIMENSIONS TYPE HLW DIMENSIONS Nominal Size Bushing O.D. ShiP.ping Nominal Size Washer size ShiP.ping and Bolt Dia. Weight and Bolt Dia. (IDx OD) Weight (in) (mm) (in) (mm) (oz) (kg) (in) (mm) (in) (mm) (oz) (kg} 1/4 6 1/2 13 1.6 0.05 1 /4 6 5/16 X 3/4 Bx 19 0.60 0.02 3/8 10 11/16 18 2.4 0.07 3/8 10 7 /16 X 1 11 x25 0.80 0.02 1/2 13 7/8 22 2.6 0.07 1/2 13 9/16 X 1 3/8 14 x35 1.10 0.03 5/8 16 1 25 2.8 0.08 5/8 16 11 /16 X 1 3/4 17 x45 1.40 0.04 3/4 19 1 1/8 29 3.5 0.10 3/4 19 13/16 X 2 21 x50 1.60 0.05 7/8 22 1 3/16 30 4.0 0.11 7/8 22 15/16 X 2 1 /4 24x57 1.80 0.05 1 25 1 7/16 36 4.3 0.12 1 25 11/16x21/2 27 x63 2.00 0.06 11/8 29 1 7/16 36 5.0 0.14 1 1/8 29 1 1 /4 X 2 3/4 32x70 2.20 0.06 1 1/4 32 1 3/4 45 5.5 0.16 1 1/4 32 1 3/8 X 3 35 X 75 2.40 0.07 1 3/8 35 1 11/16 43 6.0 0.17 1 3/8 35 1 1/2 X 3 1/4 38x83 2.60 0.07 11/2 38 1 15/16 50 6.3 0.18 1 1/2 38 1 5/8 X 3 1 /2 41 x89 2.70 0.08 1 5/8 41 2 49 7.0 0.20 1 5/8 41 1 3/4 X 3 3/4 45x95 3.00 0.09 1 3/4 45 2 1/16 53 7.5 0.21 1 3/4 45 1 7/8 X 4 48 X 100 3.20 0.09 1 7/8 48 2 3/16 56 8.0 0.22 1 7/8 48 2 X 4 1 /4 50 X 106 3.40 0.10 2 50 2 1/2 63 8.2 0.23 2 50 2 1 /8 X 4 1 /2 54 X 113 3.50 0.10 FORM S-424 09/2008 IDWN: TH IDATE: 12/02/22 IDWG. No. WF-HLW MASON INDUSTRIES, Inc. MANUFACTURERS OF VIBRATION CONTROL PRODUCTS 350 Rabl'o Drtvt 2101 W, ~ SL, Sulle D Hauppeuge, NV 11788 Anahel'n, CA 92801 631/348-0282 71"'536-27'l7 FAX 631/348-0279 FAX 7141535-6738 ~com www.Mason-fnd.com SEISMIC OVERTURNING CALCULATIONS JOB NAME: NAVIGATE BIOPHARMA CUSTOMER: WALSH ENGINEERS EO NUMBER: 36446 EQUIPMENTTAGS: -'C"-H-'---'-1 _______ _ 12/2/2022 DWG. NO: WF-01a-CAL SEISMIC DESIGN FOR NONSTRUCTURAL COMPONENTS PERASCE 7-16, SECTION 13.3.1 (All units are in lbf and inches) Max. Component Weight, W, = Component Apliftcation Factor, aP = Component Response Modification Factor, RP = *Design Overstrength Factor, 0 0 = Spectral Acceleration, Sds = l,;0mponent importance tactor, Ip= 12317 lbs. 2.5 [Table 13.6-1] 2.5 [Table 13.6-1] 2.0 [Table 13.6-1] for Concrete Anchorage Designs Only 0.78 [11.4.4] or per Structural Plans 1.00 [13.1.3] or per Structural Plans Component Height vs. Mean Roof Height, z/h = 0.00 (0 for Grade Level or Below, 1 for Roof Level) Horizontal Seismic Force ILRFD): [ASD Conversion Factor= 0.7) 3848 [EQ, 13.3-1] 2886 [EQ. 13.3-3] Fph = 1.6 Sos I. W, = 15391 [EQ.13.3-2] F '" (governing) = 3848 Horizontal Seismic "G" Force F 0.31 Fpv = o.25osw•= 1924 [EQ.13.3.1.2] Component Seismic Restraints & Critical Overturning Angle: Seismic Restraint/Mount Model = SW PADS Total Number of Seismic Restraint Locations, N = 8 DWN:TH Maximum Length Between Restraints, b1 = 203 Maximum Width Between Restraints, b2 = 85 Combined C.G. Height of Component, h = 34 I""= N • (N + 2) •bf= 45788in4 12•(N-2) lyy = _Ill_.~= 14450ln4 4 8 =Tan_, (lyy • bi \ = 0.65 rad lxx * b2 ) 37.01 deg updated: 12/2/2022 e----rx @ 'i ~ Fph•eose l --""~ y ~ 1 Fph"Slne 1 J y ; ~ Fph•sIne Fpv b1 1 Fpv lj!i*cose L--b2 --1 2' • '3 / t 2 J. continued next page 36446-01-CAL.xlsx MASON INDUSTRIES, Inc. MANUFACTURERS OF VIBRA 00N CONTROL PRODUCTS 350 Rebro ClrMI 2101 w. CteS(;flnl SL, Sulla 0 Hauppauge, NY 11788 Anaheim. CA 92801 SEISMIC OVERTURNING CALCULATIONS JOB NAME: NAVIGATE BIOPHARMA CUSTOMER: WALSH ENGINEERS EO NUMBER: 36446 8311348-0282 71415$-2727 FAX 631/348-0279 FAX 714/535-6738 lofo@Mason-lnd.com www.Mason-lnd.com EQUIPMENT TAGS: ..:C:;.A.;,·,;,1 ..-.=-.m===- 12/2/2022 bWG. NO: WF-Olb-CAL SEISMIC DESIGN FOR NONSTRUCTURAL COMPONENTS PER ASCE 7-16. SECTION 13.3.1 {cont.I (All units are in lb! and inches) Based On Seismic Horizontal Force Applied to Component at the Critical Angle, 0 Maximum Uplift at Restraint Location #2: (+ means no uplift) (LRFD) P, = (ASD) 0.9-W-F,, _ F,.•cos8•h.(_b2)-F,.•sln0•h .(b2')= N ~ \2 b \ 0.6 *W-F0v N Maximum Compression at Restraint Location #4: 1.2Wp+Fpv Fpt,*COS8•h•b2 + Fph*sln0•h ... b, (LRFD) Pc = ----+ ~------N 2• lvv 2• lx11: (ASD) Maximum Shear Per Restraint Location: F h Ps= _P_= 481 N Concrete Anchorage Designs {LRFDl: ~ph•sln8•h•b1 2•Ixx Fph(ASD) _ ps(ASO) = N - Number of Anchors Per Restraint Location, n = 1 Vy= Ps•cos0• no= Vx = Ps • sln0 * no • 0 (No Uplift) 768 lbs. 579 lbs. 663 lbs. 337 Na (Refer to Concrete Anchorage Design Software Anaylis for Anchor Selections and Results) DWN:TH updated: 12/2/2022 (No Uplift) 924 lbs. 2570 lbs. 1540 lbs. 36446-01-CAL.xlsx i = i i S • • ---------------------Hiltl PROFIS Engineering 3.0.81 www.hlHl.com Company: Address: Phone I Fax: Design: Fastening point: I DIRECT CH-1 Page: Specifier: E-Mail: Date: Spoclflo~s comments: NAVIGATE BIOPHARMA SERVICES 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plateR: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. c. D, E, or F) HIT-HY 200 V3 + HAS-V-36 HOG (ASTM F1554 Gr.36) 3/4 2198039 HAS-V-36 HOG 3/4"x8" (element)/ 2334276 HIT-HY 200-R V3 (adhesive) he1,act = 4.000 in. (he1,iimit = -in.) ASTM F1554 Grade 36 ESR-4868 7/1/2022111/1/2022 Design Method ACI 318-14 / Chem e, = 0.000 in. (no stand-off); t = 1.000 in. Ix x ly x t = 6.000 in. x 8.000 in. x 1.000 in.; (Recommended plate thickness: not calculated) no profile cracked concrete, 3000, f,' = 3,000 psi; h = 6.000 in., Temp. short/long: 32/32 "F hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) R -The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb. in.lb) !,!Design loada ( Sustained loads I 4 lnJ)\Jt data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan TC 12/2/2022 •=iiS•• Hilti PROFIS Engineering 3.0.81 www.hiltl.com Company: Address: Phone I Fax: Design: Fastening point: 1.1 Design results Case I DIRECT CH-1 Description Combination 1 2 Load case/Resulting anchor forces Anchor reactions (lb] Tension force: (+ Tension, -Compression) Anchor Tension force Shear force Shear force x 633 962 579 max. concrete compressive strain: -[%a) max. concrete compressive stress: -(psi] resulting tension force in (x/y)=(0.00010.000): 633 (lb) resulting compression force in (x/y)=(0.00010.000): 0 Pb) Page: Specifier: E-Mail: Date: Forces (lb) I Moments [in.lb] N = 633; V, = 579; V, = 768; Mx = D; My= O; Mz = O; Nsus = O; Mx,sus = O; My,sus = O; Shear force y 768 Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Steel Strength'" Bond Strength"" Sustained Tens ion Load Bond Strength* Concrete Breakout Failure** Load N,. [lb] 633 633 NIA 633 * highest loaded anchor **anchor group (anchors in tension) Input data and results must be checked for conformity with the existing conditions and for plausibilityl Capacity. N, (lb] 14,550 3,116 NIA 3,631 PROFIS Engineefing ( c) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan TC Seismic yes y Tension Utlllzatlon ,. = N,,i♦ N, 5 21 NIA 18 2 12/212022 Max. Util. Anchor[%] 22 Status OK OK NIA OK 2 i = i i S • • ---------------------Hlltl PROFIS Engineering 3.0.81 www.hlltl.com Company: Address: Phone I Fax: Design: Fastening poin~: 3.1 Stool Strength Nu = ESR value ♦ Nsa ;;,>: Nua Variables A,. N (in.'l 0.33 Calculations 19,400 Results 19,400 I DIRECT CH-1 refer to ICC-ES ESR-4868 ACI 318-14 Table 17.3.1.1 58,000 0.750 14,550 N,. [lb] 633 Input data and results must be checked for cooformity with the existing conditions and for plausibility! PROF IS Engineering ( c) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan T7 Page: Specifier: E-Mail: Date: 3 12/212022 3 i : i i S • • -----------------------Hlltl PROFIS Engineering 3.0.81 www.hlltl.com Company: Address: Phone I Fax: Design: Fastening point: 3.2 Bond Strength I DIRECT CH-1 N, = (~,:) '¥ ad,Na 'I' cp,Na Nba ~ NUii see ACI 318-14. Section 17.4.5.1, Fig. R 17.4.5.1(b) ' = (2 CN,) -10 d -r:;:;; -• Y;i'ffii '+'ec1,Na =Q.7+0.3(Camin) :s;1.Q CN, '¥ = MAX(Camln CNa) 1 _0 cp,Na Cac ' Cac $ N11a = A a. 'tk.c. ~,Mis· 1t. d,. he, Variables 't kc uncr [psi] d, pn.] 2,261 0.750 C10 [in.] 1-• 8.074 1.000 Calculatlons c., lin.J AN, [in.') 10.704 279.02 'V cp,Na N,, llb] 1.000 12,094 Results N, llb] ,i, """' 6,392 0.650 h,i(in.] 4.000 1.000 A.., lin.'J 458.28 +eaismic 0.750 Page: Specifier: E-Mail: Date: ACI 318-14 Eq. (17.4.5.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) c,m1n [in.] a,_,.. 6.000 1.000 \jl ed,Na 0.868 +nonductile <I> N, llb] 1.000 3,116 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hilti AG, Fl-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan TO •kc [psi] 1,283 N.,llb] 633 4 12/2/2022 4 .• i = i i S • • ---------------------Hlltl PROFIS Engineering 3.0.81 www.hlltl.com Company: Address: Phone I Fax: Design: Fastening point: I DIRECT CH-1 3.3 Concrete Breakout Failure Neb = (~) 'V ed,N 'V c,N 'I' cp,N Nb + Neb 2 Nua A,,, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1 (b) A,,., = 9 h~ 'I' ed.N = 0.7 + 0.3 ( ;_•5~:) S 1.0 = MAX(••·""" 1.5h") 0 \JlcpN , <1. • Cac Cac - /' 1.5 Nb =kc ).a "'lfchef Variables h,r lin.] Ca min [in.] \jl c,N 4.000 6.000 1.000 Calculations A,,, [in.'] AN., [in.2] 'V ed,N 144.00 144.00 1.000 Results N., [lb] ♦ concrete +aelamic 7,449 0.650 0.750 Page: Specifier: E-Mail: Date: ACI 318-14 Eq. (17.4.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2.1c) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) ACI 318-14 Eq. (17.4.2.2a) •~lin.J k,, 8.074 17 o/cp,N N, [lb] 1.000 7,449 +nonductile ~ N., [lb] 1.000 3,631 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2022 Hilli AG, FL,9494 Schaan Hilti is a registered Trademark of Hilli AG, Schaan TO 1.000 633 5 121212022 ( [psi] 3,000 5 ., i = i i S ; • ---------------------Hlltl PROFIS Engineering 3.0.81 www.hlltl.com Company: Address: Phone I Fax: Design: Fastening point: 4 Shear load I DIRECT CH-1 Load v .. (lb] Steel Strength" Steel failure (with lever arm)* Pryout Strength (Bond Strength controls)"" Concrete edge failure in direction x-** 962 NIA 962 768 * highest loaded anchor **anchor group (relevant anchors) 4.1 Steel Strength Vaa,eq = ESR value ♦ Vsteel ~ Vua Vari ables ___ A,,v [in.2 ] 0.33 Calculatlons Vu,, [lb] 6,984 Results Vsaeg [lb] 6,984 refer to ICC-ES ESR-4868 ACI 318-14 Table 17.3.1.1 I"" [psi] 58,000 0.650 0.600 ,P V u,oq [lb] 4,540 V~[lb] 962 Input data and results must be checked for confom1ity with the existing conditions and for plausibility! Page: Specifier: E-Mail: Date: Capacity t V, [lb] 4,540 N/A 8,949 6,497 PROFIS Engineering ( c) 2003-2022 Hilti AG, FL-9494 Schaen Hilti is a registered Trademark of Hilti AG, Schaan Tm Utlllzatlon II,, = V .Jt V" 22 N/A 11 12 6 12/2/2022 Status ---·-··--·-· OK N/A OK OK 6 ,:iis.;, Hlltl PROFIS Engineering 3.0.81 www.hiltl.com Company: Address: Phone l Fax: Design: Fastening point: I DIRECT CH-1 4.2 Pryout Strength (Bond Strength controls) =~p[(~a:) 'V ed,Na 'Vcp,Na Nba] :?: vu. seeACI 318-14, Section 17.4.5.1, Fig. R 17.4.5.1(b) = (2 CN,)2 ==10da ~ o/ed,Na = 0.7 + 0.3 {C~n) S 1.0 \jl = MAX{Cli!l min CN•) < 1.0 cp,Na Cac ' Cac - Nba = A a. tk,c. °'N,:,a, • n. da. he, Variables I<,,, aoverheed t kc uncr [psi] 2 1.000 2,261 cac [in.] '• -~- 8.074 1.000 1.000 Calculations c., lin.J AN, lin.~ ~,o[in.2] 10.704 279.02 458.28 'V cp,lu N .. [lb] 1.000 12,094 Results V [lb] '=-<j,,eismic 12,785 0.700 1.000 Page: Specifier: E-Mail: Date: ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Tabla 17.3.1.1 ACI 318-14 Eq. (17.4.5.1c) ACI 318-14 Eq. (17.4.5.1d) ACI 318-14 Eq. (17.4.5.4b) ACI 318-14 Eq. (17.4.5.5b) ACI 318-14 Eq. (17.4.5.2) d, [in.] h,,(in.] 0.750 4.000 \jl ed,Na 0.868 +nonductile ,j) V [lb] 1.000 8,949 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan TH 7 12/2/2022 Ca min [in.] t kc [psi] 6.000 1,283 962 7 i = i i S • • ---------------------Hlltl PROFIS Engineering 3.0.81 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: I DIRECT CH-1 Page: Specifier: E-Mail: Date: 8 12/2/2022 ----------------------~------ 4.3 Concrete edge failure In direction x- v cb = (~:) \jl ed,V \jl c,V o/ h,V \jl parallel,V Vb ♦ vcb ~ Vua A.,, see ACI 318-14, Section 17.5.2.1, Fig. R 17.5.2.1(b) Ayr:JJ = 4.5 c!, 'I' ed,V : 0.7 + 0.3( 1-~~aJ :s; 1.Q \jfh,V =~~1.0 • vb = ( 7 (t,)°' ,id,) , , '11; c;,' Variables c., [in.] 6.000 '• 1.000 Calculations Av, [in.1 90.00 Results V'" [lb] 9,282 c., [in.] 6.000 d, [in.] 0.750 A.,., [in.1 162.00 '=-0.700 'V c,V 1.000 ( [psi] 3,000 'V ed,V 1.000 +,elsmk: 1.000 5 Combined tension and shear loads 0.203 0.212 5/3 ACI 318-14 Eq. (17.5.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) h, [in.] I, [in.] 6.000 4.000 'I' parallel,V 2.000 'l'h,V vb Pbl 1.225 6,820 lj> nonductlle , V'" [lb] 1.000 6,497 Utilization J3N v [%] Status 15 OK Input data and results must be checked for conformity with the existing conditions and for plausibility! PROF IS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaen Hilti is a registered Trademark of Hilti AG, Schaan V,. Pb] 768 8 I = i i S .; I _____________________ _ Hiltl PROFIS Engineering 3.0.81 www.hilti.com Company: Page: 9 Address: Specifier: Phone I Fax: E-Mail: Design: I DIRECT CH-1 Date: 12/2/2022 Fastening point: 6 Warnings • The anchor design 111ethods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered -the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CB FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROF IS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies where the potential concrete failure sulfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions. For additional information about ACl 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • An anchor design approach for structures assigned to Seismic Design Category C, D, E or Fis given In ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 {d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E Increased by coo. Installation of Hilti adhesive anchor systems shall be pelformed by personnel trained to install Hilti adhesive anchors. Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG. Schaan 9 TM ,:iis., Hilti PROFIS Engineering 3.0.81 www.hilti.com Companv: Page: 10 Address: Specifier: Phone I Fax: E-Mail: Design: I DIRECT CH-1 Date: 1212/2022 Fastening point: 7 Installation data Profile: no profile Hole diameter in the fixture: d,: 0.812 in. Plate thickness (input): 1.000 in. Recommended plate thickness: not calculated Drilling method: Hammer drilled Cleaning: Compressed air cleaning of the drilled hole according to instructions for use is required 3/4 Hilti HAS Carbon steel threaded rod with Hilti HIT-HY 200 V3 Safe Set System 7.1 Recommended accessories Drilling Cleaning Anchor type and diameter: HIT-HY 200 V3 + HAS-V-36 HDG (ASTM F1554 Gr.36) 3/4 Item number: 2198039 HAS-V-36 HDG 3/4"x8" (element)/ 2334276 HIT-HY 200-R V3 (adhesive) Maximum installation torque: 1,200 in.lb Hole diameter in the base material: 0.875 in. Hole depth in the base material: 4.000 in. Minimum thickness of the base material: 5.750 in. Setting Suitable Rotary Hammer • Properly sized drill bit Compressed air with required accessories to blow from the bottom of the hole • Dispenser including cassette and mixer • Torque wrench Proper diameter wire brush ·~ y 3.000 3.000 0 0 0 0 0 0 ..; ..; (~· -" X 0 0 0 0 0 0 ..; ..; 3.000 3.000 Coordinates Anchor [in.] 0.000 -0.000 6.000 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROF IS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 10 TU •• ' I, t • ; i = i i S • • ---------------------Hlltl PROFIS Engineering 3.0.81 www.hlttl.com Company: Address: Phone I Fax: Design: Fastening point: I DIRECT CH-1 a Remarks; Your Cooperation Duties Page: Specifier: E-Mail: Date: -11 12/2/2022 • Any and all information and data contained In the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. • Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance With applicable norms and peITllits, prior to using them for your specific facility. The Software setves only as ·an aid to Interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for confo""ity with the existing conditions and for plausibility! PRO FIS Engineering ( c) 2003-2022 Hilti AG, Fl-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 11 CERTIFIED AIR BALANCE CO. 9970 f:ll!ll Ran<:h Uriw 11,lOI Smtu Fl:' Springs, C.\ 90610 Ph<motqWJ "41-IW0 flL'l: (~6:!) 94-1-18(1(} TRANSMITTAL COVER SHEET To: Pacific Rim Mechanical 9125 Rehco Road San Diego, CA 92121 Date: August 15, 2023 Reference: SD5245753 -23102 Job Name: Viasat Bldg. N1 Attention: Scott Swearingen 2502 Gateway Road Subject: _F_ina_l_Re-"po_rt _______ _ Carlsbad, CA 92009 WE ARE SUBMITTING ....!_COPY HEREWITH: Test & Balance Report Pre Read Report Post Read Report Drawings IMMEDIATE ACTION REQUIRED: For your approval and return to CABCO For your records For your further action Submittal Data Specifications Guarantee Submitted for approval For your proposal Revision proposals Per your request REMARKS: _____________________ _ Very truly yours, CERTIFIED AIR BALANCE CO., INC. By: Jaelene Castro CERTIFIED AIR BALANCE CO. 0910 lid lln!.:h DriW' JUDI ~11'111 F~ Sprinp. C'A 906'?0 11booc; ($62) 941~1200 f;u,; I~) 941~1800- HVAC TEST AND BALANCE ANALYSIS REPORT FOR Viasat Bldg. N1 -Final Report- 2502 Gateway Road Carlsbad, CA 92009 Contractor: .............................................................. Pacific Rim Mechanical Project Mgr: ...................................................................... Scott Swearingen Architect: .................................................................................. SJS Studios Mechanical Engineer: .............................................................................. NS CERTIFICATION: The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standard for Testing, Adjusting and Balancing of Environmental Systems. The Measurements shown and the information given, in this report are certified to be accurate and complete, at the time and date information was gathered. Any variances from design quantities, which exceed NEBB tolerances, are noted in the TAB report project summary. Job Number: .............................................. $D5245753 -23102 Date: ................................................................ August 15, 2023 Technician: ............................................................ Mark Russell Approved: ........................................................... Ed Santana Jr. CERTIFIED AIR BALANCE CO. 9970 fkU ~ IJrh,e 1tl01 s..ini. F~ ~ C.\ 906"0 Phonit: (~61') 941-t:?OO P-11.11: (Sfi.l) \\4MIJOO TABLE OF CONTENTS Section 1 Report Abbreviations Section 2 TAB Report Section 3 Drawings Section 4 Instrument Calibrations Section 5 Certifications CERTIFIED AIR BALANCE CO. 9970 lid Rani;h Oriu• #IOI S:antt Fir Sprinp, CA 9061'0 Section 1 l'hotw: (:,61; 94Hl00 Fwi..: <'6:?t\Mf.llOO Report Abbreviations REPORT ABBREVIATIONS ACB Active Chilled Beams NS Not Specified ACT Actual NT Not Tested Due to Abnonnal Conditions ACH Air Changes Per Hour NVL No Valid Location for Testing AK Free Area Factor OBD Opposed Blade Damper BTH Bench Top Hood OSA Outside Air CD Ceiling Diffuser PD Pressure Drop CFM Cubic Feet Per Minute PSI Pounds per Square Inch CL Center Line PSID Differential DB Dry Bulb RA Return Air DCV Demand Control Ventilation RD Round Diffuser DD Direct Drive REQ Required DN Down RG Return Grille DNA Data Not Available RO Return Opening DNL Data Not Listed RPM Revolutions Per Minute DO Duct Opening SA Supply Air DT Duct Traverse SD Slot Diffuser EG Exhaust Grille SFD Smoke Fire Damper ENT Entering so Screen Opening ESP External Static Pressure SP Static Pressure FD Floor Diffuser SR Supply Register FPM Feet Per Minute SWD Sidewall Diffuser FSD Fire Smoke Damper SWE Sidewall Exhaust FR Floor Registers SWG Sidewall Grille GPM Gallons Per Minute SWR Sidewall Register HD Hood TDH Total Dead Head HF HEPA Filters VFD Variable Frequency Drive HP Horsepower WB Wet Bulb KH Kitchen Hood LD Linear Diffuser LV Louver LVG Leaving MESH Washable Mesh Outside Air Filter NA Not Applicable NI Not Installed NM Not Measured NR Not Rated CERTIFIED AIR BALANCE CO. -CT 9910 BcU R..IIIKh Dri\ot #IOI "'r, \ C.S.L 70057.J /~~ S:tnb F.:o SpriJllll., C.'\ voti'TO ,,,,~ 11 ,., .. ~ .,,. , ",., ,."' •o,., ;-;;-;·~,.o Section 2 TAB Report Photw: tS6lJ 9'1•1200 Fiu.: {!61)94.l•HIOO ,;, , WU Bet lillnd'I D!lv9 1110,. SM-.a Ft-Bpmo•. CA toe70 PhMlt; 1562),lolM:ZOO CERTIFIED AIR BALANCE CO. ,..,,...,,..,.,..,. Date: _ __:8::./8::i=.20::2:::3;,__ Sheet#: 1 -------Job#: 23102 ------- AIR MOVING EQUIPMENT TEST SHEET Project: Viasat Bldg. N1 -2502 Gateway Road, Carlsbad, CA 92009 SYSTEM FC 1-29 FC 1-32 Equipment Location CEILING CEILING Area Served OFFICE, CORRIDOR IDF ROOM, CAGE Equipment Manufacturer TRANE TRANE Model BCHD036DID0A2MA2MA4 BCHD024DID0A 1 MA220 Serial Number T14J40032 T14J40034 Specified Actual Specified Actual Total CFM -Fan NS 829 770 773 Total CFM -Outlet NS 829 770 773 R/ACFM NS 710 NS 615 0/ACFM 120 108 150 140 Static Pressure (Total/ Ext.) 0.5" 0.30" 0.37" 0.25" Inlet Pressure -0.28" -0.16" Discharge Pressure -0.02" -0.09" Fan RPM 2,000 NA 2,000 NA Specified Actual Specified Actual Motor Manufacturer -NA . -NA Motor HP 1.0 1.0 0.5 0.5 Phase/ Frame 1 1 ./ NA 1 1 ./ NA Voltage 277 ! 276 i 277 ! 276 ! Amperage 8.41 ! 1.3 I • 4.7 I 3.a ! Motor RPM NS NA NS NA Hertz ---- Motor Service Factor -NA -NA Motor Sheave Pitch DIRECT DRIVE DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Belts / Shaft <I.. DIRECT DRIVE <I.. DIRECT DRIVE <I.. Remarks: Date: 8/812023 _ ___;;.;.;;.;.;;;.;_;;;.c.__ Sheet#: 2 --~~--Unit#: FC 1-29 ------Job#: __ .=2.:..31.:..:0c:2'--- AIR DISTRIBUTION Project: Viasat Bldg. N1 -2502 Gateway Road, Carlsbad, CA 92009 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC OFFICE 1 20" DIA CD 1.0 279 289 1-29 CORRIDOR 2 12 X 12 CD 1.0 270 280 CORRIDOR 3 12 X 12 CD 1.0 275 260 TOTAL 824 829 RETURN AIR SYSTEM CORRIDOR 1 19 X 7 RG 1.0 NS 710 TOTAL NS 710 OUTSIDE AIR SYSTEM CEILING 1 8"DIA DT 0.35 120 342 310 108 TOTAL 120 108 Remarks: AIR DISTRIBUTION Date: _ ___::8.;.:/8;;.:/2:..:0;.;:2..:.3 __ Sheet#: __ ___;3;.._ __ Unit#: FC 1-32 ---~--Job#: 23102 ------ Project: Viasat Bldg. N1 -2502 Gateway Road, Carlsbad, CA 92009 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC IDFROOM 1 10 X 10 CD 1.0 272 269 1-29 IDFROOM 2 10 X 10 CD 1.0 275 271 CAGE 3 10 X 10 CD 1.0 273 233 TOTAL 820 773 RETURN AIR SYSTEM CEILING 1 19 X 7 so 0.87 NS 615 TOTAL NS 615 OUTSIDE AIR SYSTEM CEILING 1 8"DIA DT 0.35 150 428 401 140 TOTAL 150 140 . Remarks: Date: 8/8/2023 --==c.c_ __ Sheet#: 4 -------Job#: ___ 2_3_1'--02 __ _ AIR MOVING EQUIPMENT TEST SHEET Project: Viasat Bldg. N1 -2502 Gateway Road. Carlsbad. CA 92009 SYSTEM FC 1-34 Equipment Location CEILING Area Served FRONT OFFICE Equipment Manufacturer TRANE Model BCHD072DID0A 1 FA4200 Serial Number T14J40037 Specified Actual Specified Actual Total CFM • Fan 1,806 1,868 Total CFM -Outlet 1,806 1,868 • R/ACFM 1,206 1,225 0/ACFM 600 625 Static Pressure (Total / Ext.) 0.5" 0.31" Inlet Pressure -0.23 Discharge Pressure -0.08" Fan RPM 1,500 NA Specified Actual Specified Actual Motor Manufacturer -NA Motor HP 1.0 1.0 Phase / Frame 1 1 ./ NA ./ Voltage 277 i 276 i ' I I ' Amperage 6.73 ' 5.2 ' I I ' ' Motor RPM NA NA Hertz -- Motor Service Factor -NA Motor Sheave Pitch DIRECT DRIVE I I Motor Sheave & Shaft Size DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE Baits / Shaft <t.. DIRECT DRIVE <t.. ../ <t.. Remarks: Date: 8/8/2023 -----'--....:.C.-'--S he et#: 5 --~---Unit#: FC 1-34 ------ AIR DISTRIBUTION Job#: __ ;::c23::..1:..:0:=2 __ Project: Viasat Bldg. N1 -2502 Gateway Road, Carlsbad, CA 92009 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC IDFROOM 1 12 X 12 CD 1.0 602 602 1-34 IDFROOM 2 12 X 12 CD 1.0 602 . 623 IDFROOM 3 12 X 12 CD 1.0 602 643 TOTAL 1,806 1,868 RETURN AIR SYSTEM CEILING 1 14 X 34 so 3.14 NS NS 390 1,225 TOTAL NS 1,225 OUTSIDE AIR SYSTEM CEILING 1 14" DIA DT 1.07 600 560 585 625 TOTAL 600 625 Remarks: CERTIFIED AIR BALANCE CO. Y910 Bc:U k..e,:'h Dri,-t •IOI Santri Ft! Spriftll',, C\ 906"10 Section 3 Drawings l"b:Kw: ($6lj 9'1~1l00 faA: ('6:?J 941,UIOO General N1>tes· SUPPLY DIFFUSER 11=-=-B REQUIRED CFM RFlTR'\ (;RI! I.E "~ R fJ)L: 1R F.D CF!\ I EXHAVSTGRILL\;#~ REQUIRED CFM Key Plan: , (Ji) ~ -~ /1 ~ -~ I~ ! .,L ~· [2J ~ .x-· ~ 17 C?1 [2] [2] □ [] I® -~ -~ @@-(Ji)© ~@, 1~1 I ® : ProJect Title and Address· ' ./ 00 ,-Viasat -@ @ , @ @ ( Building N1 f ~~ ~@ 2' @ @ fT ~ @ ~"-s [ D 2502 Gateway Road ~"' U.< I Carlsbad, CA 92009 "' /.'\ cE~nFJf:li -ii• BAL.4.'ICE co. ~ . M"IO•J-Dn .. •101.S-F<S.--.Cll .... "10 -.rl02 ..... l-1100Ful'6!).'MI.I""° C.S.L. # 700753 .,.,.... .. ,_,,.., --23102 - August! l, 2023 Ml "•'~"' #,..,,_, CERTIFIED AIR BALANCE CO. 9970 lk-D ~ Ori,~ 11101 Sffllll Ftr ~ CA 4IOti10 Section 4 l'harw": (Stil 1 94 M200 J>'JU.: {,~) 94Htl00 Instrument Calibrations MANUFACTURER Shortridge Instruments, Inc. '9111'1 ... ~~ ... 0• a..a, ........ CA9051tt~ t!IA),!Nl,•10!! , •. 1~•.~- INSTRUMENT LIST MODEL # (DESCRIPTION) SERIAL# DATE DATE (CALIBRATED) (EXPIRES) ADM-860C M11560 10/3/2022 10/3/2023 AIRDATA MULTIMETER CERTIFICATE OF RECALIBRATION Customer ID: 013264 SIN:_M"""ll .. 5..,6~P~- Customer: CERTIFIED AIR BALANCE CO. INC. City:_.,,SAN=T.,A,_,F-=E'----"S"-PR"'l""N'-'G'-''S,._ __ State:_C=A~~-- As-Received Model #: ADM-860C Converted to Model#: Order #:_.:;R::2::2c:2"'3-"0c"8'-- PO #: ______________ Customer Eqpt ID#: Calibration Due Date:_~l~O~L~2~0~2~3~_ This instrument has been calibrated using Calibration Standards which are traceable to NIST (National Institute of Standards and Technology) Test accuracy ratio is 4.1 for pressures and temperature. Quality_ Assurance Program and cahbration procedures meet the requirements for ANSI/NCSL Z540-1, ISO 17025. MIL-STD 45662A and manufacturer's specifications. Calibration accuracy 1s certified when meters are used withJ'roperly functioning accessones only. All Uncertainties are expressed in expanded terms (twice the calculated uncertainfy). This report shall not be reproduce , except in full, wifhout the written approval of Shortridge lnstr_uments. Inc Results relate only to the item calibrated For limitations on use, see Shortridge Instruments, lnc. Instruction_ Manual for the use of AirData Mult1meters. Procedure used: Procedure for Differential Pressure, Absolute Pressure and Temperature Recalibration of A1rOata Multimeters SIP+CP02 Revision 30 Dated· 04/04/16 Cahbrat,on Technician(s)...,f'(lcc_:·<bn,c.::::.:...:c.-N.~-"':,..;, ________________ ~--Calibration Date: lo/o::s1 Z.oZ"2... _____ _ Calibrat,onApprovedby £.) ,E:,o \ob Title: f,..i 5,,, f"' Date. IQ/03/;l.f!~"J.. AS-Received By M ~ F...i:,Q Test By 0'.1-~w-_. Tes! By • • Date0"\IZ0I~Rh __ % Date IQ(03j2<..e.!' R~.% Dae Rh __ ¾ Ambient Tempeature ___ ...c..=-~F Ambient Temperature "F Ambient Tempe "F Barometric Pres~:-L</ 43 in Hg Barometric Pressur _in Hg Barometric Pressure Hg All within spec ~ NO NA All within spec AU within spec YES NO ABSOLUTE PRESSURE TEST (in Hg) ~ TEST METER TOLERANCE=± 2.0 % ± .1 in Hg AS-RECEIVED TEST WITHIN SPEC Q'.!alv NO NIA See Noles Pressure Standard: Heise #02-R SIN: 41741/42451 As-Rcvd Test 2 Test 3 Pressure Standard Heise #12A·R SIN: ◄5605/48491 As-Rcvd Test 2 Test 3 Test 2 Test 3 Test 2 fest 3 Test 2 Test 3 Pressure Standard Heise #04-R SIN. 41743/42453 ~~ Test 3 Pressure Standard Heise #14-R SIN· 43412/45043-2 As-Rcvd Pressure Standard: Heise #06-R SIN: 41742/42452-1 ~d r'est2 Test 3 Pressure Standard: Heise #16-R SIN: 43413/45044 As-Rcvd Pressure Standard: Heise #08·R SIN· 42186/43328 Pressure Standard· Heise 110-R SIN: 42203/43352 Approx Set Pt Standard Test Meter 14.0 28 4 40 0 As-Rcvd Test 2 Test 3 As-Rcvd Test 2 Test 3 Pressure Standard: Heise #18-R S/N: 44581/46845 Pressure Standard: Heise #20-R SIN: 44582/46847 As--Rcvd As-Rcvd Test 2 Test 3 % Diff Standard Test Meter % Diff Standard Test Meter % D1ff ,00 -. I I DIFFERENTIAL PRESSURE TEST (in we) TEST METER TOLERANCE=± 2.0 % ± 0.001 in we AS-RECEIVED TEST WITHIN SPEC YES NO NIA See Notes Pressure Standard: Heise #01-L SIN: 41739/42449 As-Rcvd Test 2 Test 3 Pressure Standard. Heise #11+l Pressure Standard Heise #01 ·R SIN: 41739/42446 As-Rcvd Test 2 Test 3 Pressure Standard Heise #11 ·R Pressure Standard: Heise #02-1 SIN: 41741/42454 As-Rcvd Test 2 Test 3 Pressure Standard: Heise #12A-L Pressure Standard. Heise #03A-L SIN: 45570/48461 Test3 Pressure Standard Heise #13-L Pressure Standard: Heise #03A+R S/N: 45570/48460 Test3 Pressure Standard: Heise #13-R Pressure Standard Heise #04-L S/N· 41743/42456 Test3 Pressure Standard: Heise #14-L Pressure Standard Heise #05-l. S/N 41740/42450 Test 3 Pressure Standard Heise #15-L Pressure Standard Heise #05-R S/N. 41740/42447 As-Rcvd Test 2 Test 3 Pressure Standard. I leise #1 S~R Pressure Standard Heise #06+l. $/N. 41742/42455 As-Rcvd Test 2 Test 3 Pressure Standard: Heise #16~l Pressure Standard Heise #07-l S/N: 42185/42186 As-Rcvd Test 2 Test 3 Pressure Standard. Heise #17~L Pressure Standard: Heise #07-R SIN: 42185/43326 As-Rcvd Test 2 Test 3 Pressure Standard' Heise#17-R Pressure Standard: Heise #08-L SIN: 42186/43329 As-Rcvd Test2 Test3 Pressure Standard Heise #18-L Pressure Standard: Heise #09-l SIN 42202143351 As-Rcvd Test2 Test3 Pressure Standard. Heise #19-l Pressure Standard Heise #09-R SIN 42202143350 As-Rcvd Test2 Test3 Pressure Standard: Heise #19-R Pressure Standard· Heise #10-L SIN: 42203/43353 As-Rcvd Test 2 Test 3 Pressure Standard· Heise #-20--L A rox et Pt • C ·-• • SI n ·-... Te I e, % Diff Standard .. Tes Meter % Diff 0.0500 ,· Fr9 .• ---c::O7 -, 2.0 • ·' ;·.,, f""t ,rFr-.1 -, l,.,n 0 1250 • 1-z..,...,.., . 1z.C:.i_ -,32. • I ~----. i , \-Z.5LI ,rrr·, 0 2250 . 2.-z.c:, -'22.c:: . ,-,,, .,..,,, ~ ,?z.,:,· -,77 1.000 I ""'1. l.nri\ _,... ..... , I"'' J,r.,c; -.Zr- 2 000 1-'7 ,...,, ,7 7,i)~ c -. lri '2. r,.J • '7 "ri. "< -, I"- 3 600 7. ,,.,.., .., ~.1.,1 . I' s ;_,.;1 < , ... n<.... -_,..,_ 4 400 ruu1.11 i.:111 C.:. I . 7 ~ 4t...lr\U Ll.Y I~ ' 7 ,-., 2100 '?7,'-• 2-7:,~u . 2..::: 177 11-77. ?C,: ,<<, 50.00 rc-;r,~ ~c,.r11 -. \LJ N,~ C::i'., 7'<, -.1n Overange NA ✓ NA NA ✓ NA Shortridge Instruments, Inc. 7855 East Redfield~oad Scottsdale. Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 , www.shortridge.com ADM Recalibration Rev 51 • 02-22•22 1 of 2 SIN: 43165/44551-1 As-Rcvd Test 2 Test 3 SIN: 43165/44730 As-Rcvd Test 2 Test 3 SIN· 45605/48490+1 As•Rcvd Test 2 Test 3 SIN. 43415/45041 As+Rcvd Test 2 Test 3 SIN. 43415/45039 As-Rcvd Test 2 Test 3 SIN: 43412/45045 As-Rcvd Test 2 Test 3 SIN· 43416/45042 As-Rcvd Test 2 Test 3 SIN: 43416/45040-1 As-Rcvd Test 2 Test 3 SIN: 43413/45046 As-Rcvd Test 2 Test 3 SJN· 44579/46842 As+Rcvd Test 2 Test 3 SIN: 44579/46841 As-Rcvd Test 2 Test3 SIN 44581/46846 As-.Rcvd Test 2 Test 3 SIN. 44580/46844 As+Rcvd Test 2 Test3 SIN. 44580/468◄3 As-Rcvd Test 2 Tes! 3 SIN: 44582/46648 As-Rcvd Test 2 Test 3 S andard Test Meter % D1ff "' "" "' " ''-"A ' r,... "" "" NA NA ' 02/22/7.02'i AIRDATA MULTIMETER CERTIFICATE OF RECALIBRATION SIN: M11560 Order#: R222308 LOW VELOCITY CONFIRMATION (FPM) TEST METER TOLERANCE=± 3.0% :t 7 FPM AS-RECEIVED TEST WITHIN SPEC @ NO N/A See Notes Vel Eqv Trans Std· SIN: M02009 As-Rcvd Test 2 Test 3 Vel Eqv Trans Std: SIN: M10897 AS•Rcvd Test 2 Test 3 Vel Eqv Trans Std: SIN: M02903 As-Rcvd Test 2 Test 3 Vel Eqv Trans Std. SIN: M10901 As-Rcvd Test 2 Test 3 Vel Eqv Trans Std· S/N: M10839 As-Rcvd Test 2 Test 3 Vel Eqv Trans Std: SIN: M13492 ..!,!-~~~Test 3 Vel Eqv Trans Std SIN. M10840 As-Rcvd Test 2 Test 3 Vel Eqv Trans Std: S/N: M19325 ~ Test 3 Aporox Set Point Standard Test M ter e Oiff Standard rest Mete, Oiff Standard rest Meter Drff 100 \0\.,, I c,C~ -l I '"''is 10~ 0 • \1 - 500 Sn ', Sc...-::; -z_ c;ri::s Sc'-l I ' ---- ADM-880C, ADM-870/870C and ADM-860/860C models are read in Airfoil Mode. AOM-850/850L models are read in Pitot Tube Mode TEMPERATURE TEST-AIRDATA MULTIMETER(' F) TEST METER TOLERANCE = ± 0 2 ° F AS-RECEIVED TEST WITHIN SPEC~ NO N/A See Notes RTD Simulator: S/N 249 RTO Simulator S/N 250 RTO Simulator; S/N 253 RTD Simulator SIN 254 RTD Simulator. SIN 256 RTO Simulator. SIN 257 RTD Simulator: SIN 292 RTO Simulator: SIN 293 RTD Simulator S/N 294 RTD Simulator SIN 313 RTD Simulator· S/N 314 RTD Simulator. S/N 315 RTD Simulator: SIN 316 RTD Simulator. SIN 317 RTD Simulator: SIN 318 RTD Simulator Temperature EQuivalent Set Point 35.60 95 00 154.40 Test Meter <.5-, 9~-(.) /,<./. u AsHRcvd Test 2 As-Rcvd Test 2 As-Rcvd Test 2 As-Rcvd Test 2 As-Rcvd Test 2 As-Rcvd Test 2 ~ 0~ ~ V ~ 2 As-Rcvd Test 2 As-Rcvd Test 2 As~Rcvd Test2 As~Rcvd Test 2 As~Rcvd Test 2 As~Rcvd Test2 Difference . I -0 •O Test 3 Set Point. 35.6° F 95" F 154.4° F Test 3 Set Point: 35 6° F 95~ F 154.4nF Test 3 Set Point: 35.6" F 95° F 154.4" F Test 3 Set Point: 35.6" F 95Q F 154.4"F Test 3 Set Point. 35.6" F 95° F 154.4° F Test 3 Set Point: 35.6° F 95° F 154.4°F Test 3 Set Point@€0 .E.._ 154.4" F Test 3 Set Point: 35.6° 95~ F 154.4° F Test 3 Set Point: 35.6° F 95" F...., ~ Test 3 Set Point· 35.6° F 95" F 154 4° F Test 3 Set Point: 35.6° F 95" F 154.4° F Test 3 Set Point: 35.6° F 95° F 154.4'F Test 3 Set Point. 35.6° F 95° F 154.4~F Test 3 Set Point: 35.6° F 95° F 154.4' F Test 3 Set Point: 35.6" F 95° F 154 4° F Test Meter Difference Test Meter 3c; 7 • I --------- Q<.n . ,..., ---/<;"'-I. 4 • l ') There were no additions to or deviations from the specified calibration procedure during the calibration process. Any calibration due date shown is specified by the customer. Difference ~Ip.. ------ The enclosed ADM Calibration Standards for Pressure and Temperature form(s) is/are an integral part of this calibration and must remain with this Certificate of Calibration There may be more than one such form included that pertains to this calibration. Any additional information required pertaining to thls calibration or to any repairs performed may be included in other documentation. If applicable, these documents may include, but not be limited to an AirData Multimeter Recalibration Notes form, and/or a Repair Record Notes form. NOTES ADM Recahbrat1on Re~ 51 -02-22-22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2 of 2 02/22/2022 Shortridge Instruments, Inc. AirData Multimeter Calibration Equipment Order Number: f< 277 3oR Serial Number: fY\ 115\.o o Test Type: Initial As-Received ~ ABSOLUTE PRESSURE STANOAROS ADM #02·R SIN. 41741/42451 Heise Model· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Cahbration Dale: 04/28/22 ADM #04.R SIN. 41743/42453 Heise Model· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 11/1Ql21 AOM#06-R SJN· 41742142452•1 Heise Model PPM.2 Mfgd by Dresser Industries Calibrated by AShcroft Calibration Date· 08/17/21 AOM#08-R SIN· 42186/43328 Heise Modal· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/26122 ADM#tQ.R SIN. 42203/43352 Heise Model. PPM-2 Mfgd by Dresser lndustrles Calibrated by Ashcroft Calibration Date· 03107/22 AOM#12A-R SIN 45605148491 Heise MOdel: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 08/01122 ADM#14-R SIN 43412145043-2 Heise Model. PPM-2 Mfgd by Dresser Industries Galibrated by Ashcroft Cahbrauon Date· 09/24/21 AOM#16-R SIN. 43413/45044 Heise Model: PPM-2 Mfgd by Oreuer Industries Calibrated by Ashcroft Calibration Date. 01/27/22 ADM#18-R SIN. 44581/46845 Heise Model: PPM-2 Mfgd & Calibrated by Ashcroft Inc. Calibration Date; 10126121 ADM#20--R SIN· 44582/46847 Heise Model: PPM-2 Mfgd & Calibrated by Ashcroft, Inc, Calibration Date· 07/07122 #02-R. 04-R, 06-R. 06-R 10-R. l2A-R, 14-R. 16-R Rated Accuracy: 0.05% fs (0.0305 in Hg) Range: 0-30 ps1a Resolution: O 01 #18-R, 20-R Raled Al.;f,uracy. 0.05% fs (0,0305 in Hg) Range: 0-60 in Hg Resolution· O 001 OIFFERENTIAL PRESSURE STANOAROS ADM #Oi-l SIN. 41739/42449 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 04/28!22 ADM#01-R SIN 41739/42446 Heise Mode!: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 04/29122 ADM #02-L S/N: 41741/42454 Heise Mode!· PPM~, Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 04/28/22 AOM#03A•l SIN: 45570/48461 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date 11/24/21 AOM#OlA-R SIN: 45570/48460 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 11/24/21 ADM#04-L SIN 41743/42458 Heise Madel·, PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft camxation Date 11123121 ADM #05-L SIN· 41740/42450 Heise Modet PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Calibration Date. 09/08/21 ADM #05-R SIN-41740142447 Heise Mode!. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date 09/07/21 ADM#06-L SIN: 41742142455 Heise Mode!. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date-09/07121 ADM#07-L SIN· 42185142188 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 03/29122 AOM#07-R SIN 42185143326 Heise Mode! PPM" 1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibrat10n Date. 03/29122 ADM #08-L S/N· 42186/43329 Heise Model. PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date: 03/28/22 ADM #09-L SIN. 42202/43351 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03107122 ADM#09-R SIN· 42202143350 Heise ModeL PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Dale. 03107/22 AOM#10-l $/N 42203/43353 Heise Model· PPM-1 Mfgd by Ofesser Industries Cahbfated by Ashcroft Calibration Date 03107122 ADM#11-L SIN. 43165/44551-1 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibra11on Date. 08/04122 ADM#1l-R SIN. 43165144730 Heise Model PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Callbra11on Date· 08/04/22 AOM#12A-l SIN 45605/48490-t Heise ModeL PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 08103/22 ADM #13--L SIN 43415/45041 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibrat1ori Date. 09/24121 ADM #13-R SIN: 43415/45039 Heise Model· PPM-1 Mfgd by Dresser lndustnes Cahbrated by Ashcroft Calibration Date: 09124/21 ADM #14-L SIN 43412/45045 Heise Model PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Calibration Date· 09124/21 ADM #15-l SIN: 43416/45042 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Asheroft Calibration Date. 02107122 ADM#15-R SIN. 43416/45040-1 Heise Mocfel PPM-1 Mfgd by Dresser lndustnes Cahbrated by Asheroft Ca!1bra11on Date 02/07/22 ADM#16-L SIN. 43413/45046 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 02/07/22 ADM #17-l SIN: 44579/46842 Heise Model· PPM-1 Mtgd & Calibrated by Ashcroft, Inc Calibration Date· 10/29/21 AOM#17-R SIN 44579/46841 Heise Madel· PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibration Date 10/29/21 A0Mt18-L SIN 44581146846 Heise Model. PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibration Date: 10/29121 AOM#19'-L SIN· 44580/46844 Heise Model· PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibration Date-07/14122 AOM#19-R SIN: «580/46843 Heise Model PPM--1 Mfgd & Calibrated tly Ashcroft. Inc. Cal!brat1on Date. 07/14/22 ADM #20-l SIN 44582/46848 Heise Model: PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibration Date: 07/14/22 #01-L, 03A·L, 05-L, 07~l, 09--l, 11-L, 13-L, 15-L, 17-L, 19-L Rated Accuracy·> 0.07% fs (0 000175 1n we:) Range: 0.0-0.25 In we Res_: 0 00001 #01-R. 03A-R. 05-R, 07-R, 09-R, 1 l•R, 13-R, 15-R, 17-R, 19-R Rated Accuracy:> 0.06% f1 ( 0.003 in we) Range: 0.0-5.0 in we. Res.· 0 ooo, #02-L 04-L, 06-L. 08-L 10-l, 12A-L, 14-L, 1&-.L, 16-l. 20-L Rated Accuracy·> 0.06% fa (0.03 in we) Range. O 0·50 O in we Res . 0.001 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 65260 (460) 991-6744 • Fax (460) 443-1267 • www.shortridge.com ADM Cal Stnds Rev 17 02-22-22 1 of 2 Due Date: 04/2023 Due Date. 11/2022 Due Date· 0812022 Due Date. 02/2023 Due Date. 0312023 Due Date: 08/2023 Due Date: 09/2022 Due Date 0112023 Due Date 1112022 Due Date· 0712023 Uncertainty: ..: o 0358 Uncertainty: < 0 0358 Due Date. 0412023 Due Date: 04/2023 Due Date-0412023 Due Date: 1112022 Due Date 1112022 Due Date· 1112022 Due Date 08/2022 Due Date. 0812022 Due Date· D8/2022 Due Date· 02/2023 Due Date. 0212023 Due Date· 02/2023 Due Date 03/2023 Due Date· 0312023 Due Date 0312023 Due Dale. 0812023 Due Date 0812023 Due Date 0812023 Due Date. 0912022 Due Date. 0912022 Due Date 0912022 Due Date 0112023 Due Date 0112023 Due Date: 01/2023 Due Date 11/2022 Due Date 1112022 Due Date· 1112022 Due Date: 0712023 Due Date: 0712023 Due Date: 07f2023 Uncertainty: < 0.00035 Uncertainty. < 0 00348 Uncertainty· < o 0348 10/03/2022 Shortridge Instruments, Inc. AirData Multimeter Calibration Equipment Customer Order Number, Meter Serial Number, and Test Type are referenced on page 1 Ve! Eqv Transfer Standard SIN· M02009 Vel Eqv Transfer Standard SIN: M02903 Vel Eqv Transfer Standard SIN: M10839 Vel Eqv Transfer Standard $/N: M108-40 Vel Eqv Transfer Standard SIN: Mt0897 Vel Eqv Transfer Standard SIN· M10901 Vet Eqv Transfer Standard SIN M13492 LOW VELOCITY EQUIVALENT CONFIRMATION STANDARDS Model AOM-870C Model AOM-870C Model Af>M.870C Model AOM-870C Model ADM-870C Model AOM-870C Model ADM-870C Model ADM-870C Mfgd & Calibrated by ShOrtridge Instruments, Inc, Mfgd & Calibrated by Shortridge Instruments, lnc Ml'gd & Calibrated by Shortridge Instruments, Inc. Mfgd & Calibrated t,y ShOrtridge lnatruments, Inc. Mfg'd & Calibrated by Shortridge Instruments, Inc. Mfg'd & Calibrated by ShOrtlldge Instruments, inc Mfg'd & Calibrated by Shortridge Instruments. inc Mfgd & Calibrated by Shortridge Instruments, Inc Calibration Date: OB/16/22 Calibration Date: 12116121 Calibration Date· 10/28/21 Calibration Date· 10/26/21 Calibration Date. 01125122 Cahbration Date 12/16121 Calibration Date: 08/16/22 Calibration Date: 06/30122 Due Date: 0812023 Due Date: 1212022 Due Date 10/2022 Due Date· 10/2022 Oue Date-0112023 Due Date. 1212022 Due Date. 08/2023 Due Date: 0612023 Vel Eqv Transfer Standard SIN: M19325 Rated Accuraey Velocity :t 1.5 % :t 3 5 fpm Range 100.5000 fpm Resolution: 0.1 Uncertainty: <5.00 fpm at 100 fpm; <7.50 fpm at 500 fpm TEMPERATURE STANDARDS RTO Simulator SIN 249 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date: 04/02/20 RTO Slmutator SIN· 250 Model RT0-1000/500 Mfgd by General Resist.an~ Calibrated by IET Labs Calibration Date. 0<1102120 RTO Simulator SIN 253 Model RT0-1000/500 Mrgd by General Resistance Calibrated by !ET Labs Calibration Date: 04/02120 RTO Simulator SIN: 254 Model RTD•1000/500 Mrgd by General Resistance Calibrated by IET Labs Calibration Date. 05/04120 RTO Simulator SIN 256 Model RTD,.1000/500 Mfgd by Genera! Resistance Calibrated by IET Labs Calibration Date: 05/0-1/20 RTO Simulator SIN: 257 Model RT0-1000I500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date. 05104120 RTD Simulator $/N· 292 Model RTD-1000/500 Mfgd by General Resi!tance Calibrated by IET Labs Calibration Date: 01/03120 RTO Simulator SIN. 293 Model RTD-1000/500 Mfgd by General Resistance Calibrated by JET Labs Calibration Date. 01/03/20 RTD Simulator SIN· 294 Model RT0-1000/500 Mfgd by Genera! Resistance Calibrated by IET Labs Calibration Date. 01 /03/20 RTD Simulator SIN 313 Model RTD•1000t500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date. 03/25122 RTO Simulator SIN 314 Model RT0•1000/500 Mfgd by Genera! Resistance Calibrated by IET labs Calibration Date: 03/25122 RTD Simulator $/N 315 Model RTD.1000,soo Mrgd by General Reslstance Cabbrated by !ET labS Calibration Date: 03/25122 RTO Simulator SIN: 316 Model RTD-1000/500 Mfgd by Genera! Resistance Cal!brated by !ET Labs CaHbratiOn Date· 06/08122 RTD Simulator SIN 317 Model RTD-1000/500 Mfgd by General Resistance Cahbratecl by IET Labs Calibration Date· 05/23/22 RTO Simulator SIN 318 Model RTD•1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date: 05123/22 Rated Accuracy: 0.025% of setting Range: 100.00 o to 1111 uo n Resolution 0.01 O Thermometer #1 SIN 8A089/Themustor SIN M10660 Model 1504/5610 Mfgd by Hart Scientific Calibrated by Fluke Calibration Date: 02/24/22 Thermometer#2 SIN 8B104fTherm!stor SIN 871507 Model 1504/5610 Mfgd by Hart Scientific Calibrated by Fluke Calibration Date 11/04/20 Thermometer #5 SIN B11780/Thermistor SIN 810505 Model 150415610 Mfgd by Hart Scientific Calibrated by Fluke CahbraUon Date: 05/16122 Thermometer#e S!N 811782/ThermistorS/N B10509 Model 1504/5610 Mfgd by Hart Scientific Calibrated by Fluke Calibration Date. 06/09122 Thermometer #7 SIN 849938ffhermislor SIN 8482202 Model 15CW5610 Mfgd and Cslibrated by Fluke Calibration Date 10113121 Due Date. 0312024 Due Date. 03/2024 Due Date: 03/2024 Due Date: 04/2024 Due Date. 0412024 Due Date. 04/2024 Due Date: 0112024 Due Date: 0112024 Due Date 01/2024 Due Date 0312026 Due Date: 0312026 Due Date 03/2026 Due Date 05/2026 Due Date· 05/2026 Due Date: 0512026 Uncertainty· ~ 32 ppm Due Date 0212024 Due Date 1112022 Due Date, 05/2024 Due Date: 06/2024 Due Dale 10/2023 Rated Accuracy(comb!ned)· 0.0324" F Range· 32~ F to 176" F Resolution 0.001 • F Combined Uncertainty with Baths· ~ O 040° F Temp Transfer Standard SIN M00136 MOdel ADM•870 Mfgd & Calibrated by Shortridge Instruments, Inc, Temp Transfer Standard SIN M96100 Rated Accuracy: 0.03° F Model AOM-870 Mfgd & Calibrated by Shortridge lnslruments. Inc. Range: 33' Fto158" F Resolution. 001~ F Total combined Uncertainty for Mutt1Temp and TemProbe testing s 0.046" F Calibration Cate: 10/26121 Calibration Date· 03/15122 Uncertainty: < O 023Q F Due Date 1012022 Due Date· 0312023 This form must remain with the Certificate of Calibration corresponding to the Customer Order Number and Meter Serial Number referenced on page 1 . ADM Cal Stnds Rev 17 02-22-22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2 of 2 10/03/2022 Shortridge Instruments. Inc. AirData Multimeter Calibration Equipment -Order Number: (s 22 -Z3o"t Serial Number: n'l I t51co Test Type: Initial~~ Final ABSOLUTE PRESSURE STANDARDS AOM#02-R SIN· 41741/42451 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 04/26/22 AOM#04-R SIN 41743/42453 Heise Model· PPM-2 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date 11/19/21 ADM #06-R SIN: 41742/42452-1 Heise Model: PPM-2 Mfgd by Dresser lndustnes Calibrated by Ashcroft Callbration Date: 08/17/21 AOM#08-R S/N 42186/43328 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03126/22 ADM#10"R S/N: 42203(43352 Heise Model· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/07122 ADM #12A-R S/N· 45605148491 Heise Model· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 08/01/22 ADM #14-R SIN 43412/45043-.2 Heise Model PPM--2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 09/24121 AOM#16-R SIN. 43413/45044 Heise Model PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Cahbration Date 01/27/22 ADM #18-R SIN· 44581/46845 Heise Model· PPM-.. Mfgd & Ca!Jbrated by Ashcroft, Inc Calibration Date: 1 0/26/21 ADM#20-R SIN 44582/46847 Heise Mode!. PPM-2 Mfgd & Calibrated by AshCfoft Inc Calibration Date 01101122 #02-R. 04-R, 06-R, 08--R, 10-R, 12A-R, 1 -R, 16-R Rated / .ccuracy 0.05% fs (0.0305 !n Hg) Range· 0-30 psia Resolution· O 01 #18-R. 20-R Rated Accuracy 0.05% ts (0.0305 in Hg} Range· 0-60 in Hg Resolution 0.001 DIFFERENTIAL PRESSURE STANOARDS ADM#01-l SIN. 41739/42449 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 04/28122 ADM#01-R S/N. 41739/42446 Heise Model· PPM~1 Mfgd by Dresser Industries Calibrated by Asheroft Ca!ibratton Date: 04128/22 ADM #02-l SIN 4H41142454 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 04128/22 ADM#03A-L $IN 45570/48461 Heise Model. PPM-1 Mfgd by Dresser lndustnes Cahbrated by Ashcroft Calibration Date 1 t/24/21 ADM#03A-R SIN. 45570/48460 Heise Model· PPM-1 Mfgd by Dresser Industries Cal!brated by Ashcroft Calibration Date. 11124121 ADM #04-l SIN. 41743/42456 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 11/23121 ADM #05-l SIN: 4H40/42450 Heise Mode!· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 09/08/21 AOM#05-R SIN· 41740/42447 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 09t0712i ADM #06-L SIN 41742/42455 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 09/07/21 ADM #07•l SIN: 42185/42186 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/29/22 ADM#07-R SIN 42185/43326 Heise Model PPM-, Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 03/29/22 ADM #08-l $/N· 42186/43329 H11se Mode!: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Cahbra!ion Date. 03/28122 ADM #09-l SIN: 42202/43351 Heise Model PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calfbration Date: 03/07/22 AOM#09-R SIN: 42202/43350 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Asheroft Calibration Date 03/07122 ADM #10•l SIN 42203/43353 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 03/07122 ADM #11-l SIN. 43165/44551 ·1 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcrofl Calibration Date. 08/04/22 AOM#11·R SIN 43165!44730 Heise Model· PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Cabbrat!on Oate: 08/04/22 ADM#12A-l SIN 45605/48490-1 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Cal1bratioo Date 08/03122 ADM#13-l SIN: 43415/45041 Hel!ie Model: PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Calibration Date 09124/21 AOM#13-R SIN· 43415/45039 Heise Model. PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date. 09/24/21 ADM 114-l SIN. 43412/45045 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibrati011 Date· 09/24/21 ADM #15-l SIN: 43416/45042 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date 02/07/22 ADM #15-R SIN: 43416145040-1 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 02/07122 ADM #16-l SIN. 43413/45046 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft calibration Date: 02101122 AOM#17•l SIN. 44579/46842 Heise Model· PPM-1 Mfgd & Galibrated by Ashcroft, Inc Cahbration Date: 10/29121 AOM#17•R SJN· 44579/46841 Heise Model. PPM-1 Mfgd & Calibrated by Ashcroft, Inc Cahbration Date· 10/28/21 AOM#18-l SJN: 44581/46846 Heise Model· PPM-1 Mfgd & Calibrated by Ashcroft, Inc Callbtation Date 10/29/21 ADM #19-L SIN· 44580/46844 Heise Model· PPM-1 Mfgd & Calibrated by Ashcroft. 1nc Calibration Date· 07/14/22 A0M#19-R SIN 44580/46843 Heise Model. PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibrat100 Date: 07/14/22 ADM #20,l SIN: 44582/46848 Heise Modffl PPM-1 Mfgd & Calibfated by Ashcroft, Inc Calibration Date· 07/14122 #01-L, 03A·L, 05-L. 07-L. 09-L, 11-l.13-l. 15-L. 17-L, 19-L Rated Accuracy: > o 07% ts (0.000175 in we) Range· O 0-0 25 in we Res_, 0.00001 #01-R, 03A~R, 05-R, 07-R, 09-R. 11-R, 13-R, 15-R, 17-R, 19-R Rated Accuracy:> 0.06% fs ( 0.003 in we) Range: 0.0-5.0 in we #02-L. 04--L, O!R, 08-L, 10--l. 12A·L 14-l. 16-l, 18-L, 20-L Rated Accuracy: > O 06% ts (0.03 in we) Range· 0.0-50 O in we Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 1 of 2 Res.: 00001 a .. 0 00~ Due Date: 04/2023 Due Date 1112022 Due Date: 08/2022 Due Date· 0212023 Due Date 03/2023 Due Date. 08/2023 Due Date· 0912022 Due Date· 01/2023 Due Date 1012022 Due Date 0712023 Uncertainty < O 0358 Uncertainty < O 0358 Due Date· 04/2023 Due Date· 04/2023 Due Date 04/2023 Due Date· 11/2022 Due Date. 1112022 Due Date. 1112022 Due Date 08/2022 Due Date· 08/2022 Due Date-08/2022 DtJe Date· 02/2023 Due Date· 0212023 Due Dale 0212023 Due Date 03/2023 Due Dale 03/2023 Due Dale 03/2023 Due Date· 08/2023 Due Date· 0812023 Due Date· 0812023 Due Date· 0912022 Due Date 0912022 Due Date. 0912022 Due Date· 0112023 Due Date. 01/2023 Due Date· 01/2023 Doe Date: 1012022 Due Date 1 012022 Due Date· 10/2022 Due Date 07/2023 Due Date. 0712023 Doe Date: 0712023 Uncertainty· < 0 00035 UllCefta1nty· < O 00348 Uncertainty: < 0.0346 09/01/2022 Shortridge Instruments, Inc. AirData Multimeter Calibration Equipment Customer Order Number, Meter Serial Number, and Test Type are referenced on page 1 LOW VELOCITY EQUIVALENT CONFIRMATION STANDARDS Vel Eqv Transfer Standard SIN: M02009 Model AOM-870C Mfgd & Calibrated by Shortridge Instruments, Inc Calibration Date 08/16/22 Ve! EQV Transfer Standard SIN. M02903 Model AOM--870C Mfgd & Calibrated by ShOrtridge Instruments, Inc Calibration Date: 12(16/21 Vel Eqv Transfer Standard SIN. M10838 Model AOM-870C Mfgd & Calibrated by ShOrtrldge Instruments, Inc. Calibration Date. 10/26/21 Vel Eqv Transfer Standard SJN: M10840 Model AOM-870C Mfgd & Calibrated by Shortridge Instruments. Inc. Calibration Date 10/28/21 Ve! Eqv Transfer Standard SIN· M10897 Model AOM--870C Mfg'd & Calibrated by ShOrtridge Instruments. Inc Calibration Date. 01125/22 Vel Eqv Transfer Standard SIN: M10901 Model ADM-870C Mfg'd & Calibrated by Shortridge Instruments. inc Calibration Date· 12/16/21 Vel Eqv Transfer Standard S/N· M13492 Model ADM•870C Mfg'd & Galibrated by ShOrtlidge Instruments, inc Calibration Dale, 08116122 Vel Eqv Transfer Standard SIN· M19325 Mode! ADM-870C Mfgd & Calibrated by Shortridge Instruments, Inc Cahbrat1on Date 06/30/22 Due Date· 08/2023 Due Date· 12/2022 Due Date: 10/2022 Due Date. 1012022 Due Date: 0112023 Due Date: 12/2022 Due Date· 0812023 Que Date. 06/2023 Rated Accuracy. VelOC!ty :t: 1.5 % ± 3.5 fpm Range. 10()..5000 fpm Resolution· 0.1 Uncertainty· <5.00 fpm at 100 fpm: <7 50 fpm at 500 tpm TEMPERATURE STANDARDS RTO Simulator S/N 249 Model RTD-1000/500 Mfgd by General Resistance Galibrated by IET Labs CallbratJOn Date. 04/02/20 RTD Simulator SIN: 250 Model RTD·1000/500 Mfgd by General Resistance Calibrated by IET labS Calibration Date. 04102120 RTO Simulator SIN: 253 Model RTD-1000/500 Mfgd by General Resistance Caltbrated by IET Labs Calibration Date. 04/02/20 RTO Simulator SIN: 254 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date. 05/04120 RTD Simulator SIN: 256 Mode! RTD-10001500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date· 05/04/20 RTD Simulator S/N: 257 Model RT0-1000/500 Mfgd by General Resistance Calibrated by !ET Labs Calibration Date: 05/04/20 RTO Simulator SIN· 292 Model RTO~ 10001500 Mfgd by General Resistance Cahbrated by !ET Labs CalibratiOn Date. 01/03/20 RTO Simulator SIN: 293 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Cal!bral!on Date· 01/03/20 RTD Simulator $/N· 294 Model RTD·1000/500 Mfgd by General Resistance CaUbrated by IET Labs Calibration Date. 01/03/20 RTD Simulator SIN· 313 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Cahbrat1on Date. 03/25122 RTD Simu!atOf SIN 314 Model RTD-1000/500 Mfgd by General Resistance Calibrated bY IET Labs Calibration Date 03125122 RTO Simulator SIN. 315 Model RT0-1000/500 Mfgd by General Resistance Calibrated by !ET Labs Calibration Date· 03125/22 RTO Simulator S/N. 316 Model RTD-1000/500 MfQd by General Resistance Calibrated by IET Labs Calibration Date. 08/06/22 RTD Simulator SIN· 317 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Cahbration Date 05123122 RTD Simulator SIN: 318 Model RT0-10001500 Mfgd by General Resislatlce Calibrated by IET Labs Calibration Date: 05123122 Rated Accuracy: o 025% of setting Range: 100.00 Q to 11111.10 0 Resolution-o 01 a Thermometer #1 SIN 8A088/Therm1stor SIN A410660 Model 1504/5610 Mfgd by Hart ScientJlic Calibrated by Fluke Calibration Dale 02/24/22 Thermometer #2 SIN 8B104/Thermistor SIN 871507 Model 1504/5610 Mfgd by Hart Scientific calibrated by F!uke CalibrabOn Date 11104120 Thermometer #5 SIN 011780/Thermistor SIN 810505 Model 1504/5610 Mfgd by Hart Scientific Catibf"ated by Fluke Calibration Date: 05/16122 Thermometer #6 SIN B11782/fhermistor SIN 810509 Model 1504/5610 Mfgd by Hart Scientific Calibrated by Fluke Callbratlon Date· 06109122 Thermometer #7 SIN 849838/Thermistor SIN B482202 Model 1504/5610 Mfgd and Calibrated by Fluke Ca!ibration Date 10/13121 Due Date 03/2024 Due Date: 03/2024 Due Date· 0312024 Due Date· 04/2024 Due Date· 04/2024 Due Date: 04/2024 Due Date· 0112024 Due Dale O 1/2024 Due Cate 0112024 Due Date· 0312026 Due Date. 0312026 Due Date 03/2026 Due Date: 0512026 Due Date 0512026 Due Date 0512026 Uncertainty ,;; 32 ppm Due Date OV2024 Due Date 11/2022 Due Date. 05/2024 Due Date· 06/2024 Due Date 10/2023 Rated Accuracy(combined)· o 0324~ F Range: 32" F to 176" F Re&olubon: 0.001 • F Combined Uncertainty with Baths ,s; 0 040° F Temp Transfer Standard SIN M00136 Temp Transfer Standard SIN M96100 Rated Aco.uacy: 0.03" F Model AOM-870 Mfgd & Ca!lbfated by Shortridge Instruments, Inc Model AOM.870 Mfgd & Calibrated by Shortridge Instruments. Inc Range: 33c F to 15ec F ResolutiOn-0.01" F Total combined Uncertainty for MultiTemp and TemProbe testing t O 046~ F Calibration Date 10126121 Calibration Date 03/15122 Uncertainty. < 0.023" F Due Date 10/2022 Due Date: 03/2023 This form must remain with the Certificate of Calibration corresponding to the Customer Order Number and Meter Serial Number referenced on page 1. ADM Cal Stnds Rev 17 02-22·22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2of 2 09/01/2022 CERTIFIED AIR BALANCE CO. 9970 BcD ltancb Ori.H! #IOI S4intia F~ ~ CA 9061'0 ···-·~·-·~ ,_ . C.S.L 70057l Section 5 Certifications Phont: ('6lJ '9il M:?00 Fllll.:' {'62}94-1.1800 CERTIFIED AIR BALANCE CO. 997011.U b,ch Driw #IOI s.n,, F, Spring,. CA \106 ,0 Phone: (~62)941•1100 , .. , ("52)941-1800 HVAC TEST AND BALANCE ANALYSIS REPORT FOR Viasat Bldg. N1 -Final Report- 2502 Gateway Road Carlsbad, CA 92009 Contractor: .............................................................. Pacific Rim Mechanical Project Mgr: ...................................................................... Scott Swearingen Architect: .................................................................................. SJS Studios Mechanical Engineer: .............................................................................. NS CERTIFICATION: The data presented in this report is a record of system measurements and final adjustments that have been obtained in accordance with the cunrent edition of the NEBB Procedural Standard for Testing, Adjusting and Balancing of Environmental Systems. The Measurements shown and the information given, in this report are certified to be accurate and complete, at the time and date information was gathered. Any variances from design quantities, which exceed NEBB tolerances, are noted in the TAB report project summary. Job Number: .............................................. S05245753 -23102 Date: ................................................................ August 15, 2023 Technician: ............................................................ Mark Russell Approved: ........................................................... Ed Santana Jr. CERTIFIED AIR BALANCE CO. Section 1 Section 2 Section 3 Section 4 Section 5 TABLE OF CONTENTS _, (s«!) ..... 200 F~: t5-62) 94MROO Report Abbreviations TAB Report Drawings Instrument Calibrations Certifications CERTIFIED AIR BALANCE CO. 9970 lkU R1IPdl Uri11!: •tOI Sanm F~ ~ C',\ 90610 Section 1 Phacw: ($6?) 9'Ml00 fwi.: <'6!t94t.1800 Report Abbreviations REPORT ABBREVIATIONS ACB Active Chilled Beams NS Not Specified ACT Actual NT Not Tested Due to Abnormal Conditions ACH Air Changes Per Hour NVL No Valid Location for Testing AK Free Area Factor OBD Opposed Blade Damper BTH Bench Top Hood OSA Outside Air CD Ceiling Diffuser PD Pressure Drop CFM Cubic Feet Per Minute PSI Pounds per Square Inch CL Center Line PSJD Differential DB Dry Bulb RA Return Air DCV Demand Control Ventilation RD Round Diffuser DD Direct Drive REQ Required DN Down RG Return Grille DNA Data Not Available RO Return Opening DNL Data Not Listed RPM Revolutions Per Minute DO Duct Opening SA Supply Air DT Duct Traverse SD Slot Diffuser EG Exhaust Grille SFD Smoke Fire Damper ENT Entering so Screen Opening ESP External Static Pressure SP Static Pressure FD Floor Diffuser SR Supply Register FPM Feet Per Minute SWD Sidewall Diffuser FSD Fire Smoke Damper SWE Sidewall Exhaust FR Floor Registers SWG Sidewall Grille GPM Gallons Per Minute SWR Sidewall Register HD Hood TDH Total Dead Head HF HEPA Filters VFD Variable Frequency Drive HP Horsepower WB Wet Bulb KH Kitchen Hood LD Linear Diffuser LV Louver LVG Leaving MESH Washable Mesh Outside Air Filter NA Not Applicable NI Not Installed NM Not Measured NR Not Rated CERTIFIED AIR BALANCE CO. 99'70Bl!URMttflDriu!llfl01 C.S.L 7(Nl~73 S.nm F.r ~ C,\ 906'l'O Section 2 TAB Report Pho•r: ('6119'f.llll0 faA: {!61_>94MIIOO Date: 8/8/2023 --==""---Sheet#: 1 -------Job #: ___ 2...c3_10.:...2 __ _ AIR MOVING EQUIPMENT TEST SHEET Project: Vlasat Bldg. N1 • 2502 Gateway Road. Carlsbad. CA 92009 SYSTEM FC 1-29 FC 1-32 Equipment Location CEILING CEILING Area Served OFFICE, CORRIDOR IDF ROOM, CAGE Equipment Manufacturer TRANE TRANE Model BCHD036DID0A2MA2MA4 BCHD024DID0A 1 MA220 Serial Number T14J40032 T14J40034 Specified Actual Specified Actual Total CFM -Fan NS 829 770 773 Total CFM -Outlet NS 829 770 773 R/ACFM NS 710 NS 615 0/ACFM 120 108 150 140 Static Pressure (Total / Ext.) 0.5" 0.30" 0.37" 0.25" Inlet Pressure -0.28" -0.16" Discharge Pressure -0.02" -0.09" Fan RPM 2,000 NA 2,000 NA Specified Actual Specified Actual Motor Manufacturer -NA -NA Motor HP 1.0 1.0 0.5 0.5 Phase/ Frame 1 1 ./ NA 1 1 ./ NA Voltage 277 i 276 i 277 i 276 i Amperage 8.41 I 7.3 I 4.7 ! 3.8 ! Motor RPM NS NA NS NA Hertz ---- Motor Service Factor -NA -NA Motor Sheave Pitch DIRECT DRIVE DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Belts / Shaft ct.. DIRECT DRIVE ct.. DIRECT DRIVE ct.. Remarks: Date: 8/8/2023 Sheet#: -----=2=---- Unit #: FC 1-29 --~~--Job#: 23102 ------AIR DISTRIBUTION Project: Viasat Bldg. N1 • 2502 Gateway Road, Carlsbad, CA 92009 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC OFFICE 1 20" DIA CD 1.0 279 289 1-29 CORRIDOR 2 12 X 12 CD 1.0 270 280 CORRIDOR 3 12 X 12 CD 1.0 275 260 TOTAL 824 829 RETURN AIR SYSTEM CORRIDOR 1 19 X 7 RG 1.0 NS 710 • TOTAL NS 710 OUTSIDE AIR SYSTEM CEILING 1 8" DIA DT 0.35 120 342 310 108 TOTAL 120 108 Remarks: tt•~ ====~='==~=~~=====fflOa.lFwtm!llive•101.SMi.f,:i~CAQ70Phcrllli:~1-,ax, CERTIFIED AIR BALANCE CO. , .. •08•!-9"••'"'"' •.• ... /.• :.;:: ···'""'di·' ·•~" d h04 AIR DISTRIBUTION Date: 8/8/2023 ------Sheet#: 3 ---,,-,,-.,...,,-,---Unit#: FC 1-32 ------Job#: 23102 __ ;;;;.;;..;.;;.;;; __ Project: Vlasat Bldg. N1 -2502 Gateway Road, Carlsbad, CA 92009 ZONE ROOM NO, SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC IDFROOM 1 10 X 10 CD 1.0 272 269 1-29 IDFROOM 2 10 X 10 CD 1.0 275 271 CAGE 3 10 X 10 CD 1.0 273 233 TOTAL 820 773 RETURN AIR SYSTEM CEILING 1 19x 7 so 0.87 NS 615 TOTAL NS 615 OUTSIDE AIR SYSTEM CEILING 1 8" DIA DT 0.35 150 428 ·401 140 TOTAL 150 140 Remarks: Date: 8/8/2023 -------Sheet#: 4 -------Job#: 23102 ------- AIR MOVING EQUIPMENT TEST SHEET Project: Viasat Bldg. N1 -2502 Gateway Road, Carlsbad, CA 92009 SYSTEM FC 1-34 Equipment Location CEILING Area Served FRONT OFFICE Equipment Manufacturer TRANE Model BCHD072DID0A 1 FA4200 Serial Number T14J40037 s~med Actual Specified Actual Total CFM • Fan 1,806 1,868 Total CFM • Outlet 1,806 1,868 R/ACFM 1,206 1,225 0/ACFM 600 625 Static Pressure (Total / Ext.) 0.5" 0.31" Inlet Pressure -0.23 Discharge Pressure -0.08" Fan RPM 1,500 NA Specified Actual Specified Actual Motor Manufacturer -NA Motor HP 1.0 1.0 Phase / Frame 1 1 / NA /' Voltage 277 ! 276 ' ! Amperage 6.73 I s.2 I Motor RPM NA NA Hertz -- Motor Service Factor -NA Motor Sheave Pitch DIRECT DRIVE I I Motor Sheave & Shaft Size DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE Belts / Shaft ct. DIRECT DRIVE ct. ./' ct. Remarks: Date: 8/8/2023 --~---Sheet#: 5 -----:c-=-,.....,...,--U nit#: FC 1-34 ------Job#: 23102 ---'--'-"---AIR DISTRIBUTION Project: Viasat Bldg. N1 -2502 Gateway Road, Carlsbad, CA 92009 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC IDFROOM 1 12 X 12 CD 1.0 602 602 1-34 IDF ROOM 2 12 X 12 CD 1.0 602 623 IDFROOM 3 12 X 12 CD 1.0 602 643 TOTAL 1,806 1,868 RETURN AIR SYSTEM CEILING 1 14x34 so 3.14 NS NS 390 1,225 TOTAL NS 1,225 OUTSIDE AIR SYSTEM CEILING 1 14" DIA OT 1.07 600 560 585 625 TOTAL 600 625 Remarks: CERTIFIED AIR BALANCE CO. 0970 U,U -Ori,. •IOI C.S.L 700'7l ScnlllFt!~C.'\906"0 I·,., .. ' Section 3 Drawings l'llclw: (,o:!,941-1200 fllll: U62J941~IIOO General Notes· SUPPLY DIFFUSER#~ REQUIRED CFM RT"TL'Rl\ GRILi.i' 4~ RF.QURU)CTM EXHAlJST\JRJLU:#=t:=3 REQUIRED CFM II Kev Plan: Qi) ~ ... ~ . .iM ..JX1 ~ ' ~-· T :;,:· ){'" - ~ !Z (2l 0 (2l I®, □ [] l ~ Qi)@ @@-@t] 1~1 I ® : Project Tille and Address· e I ~ I f--SSJ@ I@: Viasat ® @ [~~ Building N1 @ C •!!: rr ~@ ~ [8J@ @ ="' I' □ ' 2502 Gateway Road ' Carlsbad. CA 92009 L___JI ~. ciji1F1ED ,11• Mi.,1.'W:e W." \;.Y . 9'11'1111,l--•lOJ,S-Fo.,._CA!l(ll;70 -•"2~1-l;>CIIIFu1'6:)-Ml-loa> C.S.L. # 700753 --23102 August! 1, 2023 Ml , .. -•--~,..•-c CERTIFIED AIR BALANCE CO. lX'TO lkU 1limch Drt,,c ilflOI Salta Ff Sprilp. C;\ 9061'0 Section 4 Pb::fflr-: (S6l'1 iMHlOO Fu: {56l) 041,1100 Instrument Calibrations INSTRUMENT LIST MANUFACTURER MODEL # (DESCRIPTION) SERIAL# DAT£ DATE (CALBRAT!D) (EXPRES) Shortridge Instruments, Inc. ADM-860C M11560 10/3/2022 10/3/2023 AIRDATA MULTIMETER CERTIFICATE OF RECALIBRATION Customer ID: 013264 S/N:_M...._1,..15"'6"'0"-- Customer CERTIFIED AIR BALANCE CO. INC, City:._.,,S,,_AN,,_T"'A~F"'E'-"S"-P"-R"'IN,,,Ge.'S'----State:__cC,,.A~~~- As-Received Model#: ADM-860C Converted to Model#: Order #:_~R~2~2~2~3~0~8 __ PO#: ______________ Customer Eqpt ID#: Calibration Due Date: 10/2023 This instrument has been calibrated using Calibration Standards which are traceable to NIST (National Institute of Standards and Technology) Test accuracy ratio is 4:1 for pressures and temperature. Quality Assurance Program and calibration procedures meet the requirements for ANSI/NCSL 2540~1, JSO 17025, MIL.STD 45662Aand manufacturer's specifications. Calibration accuracy is certified when meters are used withJ'roperly functioning accessones only All Uncertainties are expressed in expanded terms (twice the calculated uncertainty). This report shall not be reproduce , except in full, wilhout the written approval of Shortndge Instruments, Inc Results relate only to the item ~alibrat~d. For limitations on use, see Shortridge Instruments, In~. ln~truction. Manual for_ the use of AirOata Mu1timeters. Procedure used: Procedure for 01fferent1al Pressure, Absolute Pressure and Temperature Recal1bratIon of A1rData Multlmeters SIP-CP02 Revision: 30 Dated· 04/04/16 ABSOLUTE PRESSURE TEST (in Hg) TEST METER TOLERANCE"± 2.0 % ± .1 in Hg AS-RECEIVED TEST WITHIN SPEC ~ NO NIA See Notes Test 3 Pressure Standard: Heise #02-R SIN: 41741/42451 As-Rcvd Test 2 Test 3 Pressure Standard: Heise #12A-R SIN· 45605/48491 As-Rcvd Tes! 2 Pressure Standard: Heise #04-R SIN: 41743/42453 ~~ Test 3 Pressure Standard: Heise #14-R SIN: 43412/45043-2 As-Rcvd Pressure Standard: Heise #06-R SIN: 41742/42452-1-~ ~ Test 3 Pressure Standard: Heise #16~R SIN: 43413/45044 As-Rcvd Test 2 Test 3 Pressure Standard: Heise #08-R SIN: 42186/43328 Pressure Standard: Heise #10-R SIN· 42203/43352 Approx Set Pt Standard Test Meter 28.4 40.0 As-Rcvd Test 2 Test 3 As-Rcvd Test 2 Test 3 %1 Diff Standard ,00 -,I I -,y7 Pressure Standard: Heise #18-R SIN: 44581/46845 Pressure Standard: Heise #20--R SIN: 44582/46847 As-Rcvd As-Rcvd Test Meter % Diff Standard Test Meter DIFFERENTIAL PRESSURE TEST (in we) Test 2 Test 3 Test 2 Test 3 Test 2 Test 3 % D1ff TEST METER TOLERANCE=± 2.0 % ± 0.001 in we AS-RECEIVED TEST WITHIN SPEC YES NO NIA See Notes Pressure Standard: Heise #01-L SIN: 41739/42449 As-Rcvd Test 2 Test 3 Pressure Standard· Heise #11-L SIN: 43165/-44551-1 As-Rcvd Test 2 Test 3 Pressure Standard: Heise #01-R SIN: 41739/42446 Pressure Standard; Heise #02-l SIN: 41741/42'454 Pressure Standard. Heise #03A·I. SIN: 45570/48461 Pressure Standard: Heise #03A·R S/N: 45570/48460 Pressure Standard· Heise #04-L SIN: 41743/42456 Pressure Standard Heise #05-L S/N: 41740/42450 Pressure Standard· Heise #05-R SJN: 41740/42447 Pressure Standard: Heise #06-L SIN: 41742/42455 Pressure Standard ~leise #07-L SIN: 42185/42186 Pressure Standard: Heise #07-R SIN: 42185/43326 Pressure Standard: Heise #08-L SIN· 42186/43329 As-Rcvd Test 2 Test 3 As-Rcvd Test 2 Test 3 ~~?,:;';~~Test 3 ~ Test 3 Test 3 As-Rcvd Test 2 Test 3 As-Rcvd Test 2 Test 3 As-Rcvd Test 2 Test 3 As-Rcvd Test 2 Test 3 Pressu,e Standard: Heise #09-L SIN: 42202/43351 As-Rcvd Test 2 Test 3 Pressure Standard. Heise #09-R SIN 42202/43350 As-Rcvd Test 2 Test 3 Pressure Standard· Heise #10-L SIN: 42203/43353 As-Rcvd Test 2 Test 3 A p rox Set I St n r t t r % Off ' S d rd tan ar 0.0500 .. Fr<.! ,0~07 -,'Z.O -, ,1 ' .. ,, 0.1250 , r2.1 _r, . 12.5 --,32. .17<:;Ll 0.2250 . z-z_L::1-. 22., .,.-. . 771, ~ 1.000 I ~L l.rYi'-,,-.---. I n11 2.000 7 ,r"'\4 '7 "/ ,n-:a. :::;. -){") ?.~ 3 600 •, '"'"" ' -.._,,~I , I 1 3 ;_,..;7 4 400 LUU\ U .( IC::: . 7 -.,_ 44o4 27.00 77_c:;;.·1 '21:w:I .2.<: 77 IL-. 50.00 ~o.c:R Sc.r, -. 1....i '1n.LX Overange NA ✓ NA NA Pressure Standard· Heise #11-R Pressure Standard: Heise #12A-l Pressure Standard. Heise #13-L Pressure Standard: Heise #13-R Pressure Standard: Heise #14-l Pressure Standard: Heise #15-L Pressure Standard. Heise #-15-R Pressure Standard: Heise # 16-l Pressure Standard: Heise #17-l Pressure Standard: Heise #17-R Pressure Standard· Heise #18-L SIN: 43165/44730 As-Rcvd Test 2 Test 3 SIN 45605/48490-1 As•Rcvd Test 2 Tes1 3 SIN 43415/45041 As-Rcvd Test 2 Test 3 SIN, 43415/-45039 As-Rcvd Test 2 Test 3 SIN· 43412/45045 As-Rcvd Test 2 Test 3 S/N: 43416/45042 As-Rcvd Tes! 2 Test 3 SIN: 43-416/45040-1 As-Rcvd Test 2 Test 3 SIN: 43413145046 As-Rcvd Test 2 Test 3 SIN: 44579/46642 As-Rcvd Test 2 Test 3 SIN: 44579/46841 As-Rcvd Test 2 Test 3 S/N· 44581/46846 As-Rcvd Test 2 Test 3 Pressure Standard: Heise #19-L SIN: 44580/46844 As-Rcvd Test 2 Test 3 Pressure Standard; Heise t19-R SIN. 4-4580/46843 As-Rcvd Test 2 Tes! 3 Pressure Standard: Heise #20--L SIN 44582/46848 As-Rcvd Test 2 Test 3 es e er T .. t Mt 0/_ D"ff ' t n ar est eter T Mt 0 ' 01, D ff ,rFril -• I ,.t""\ '-- . \"2.5'-r,•, " . 7z_s· -.77 " l,rqc;, -.z,...., '-. 7 _rl.,· -< -.15 '-..SA ~ 1,.n':'J -,,-..,,~ '--LI.LI I~ ,7,-.. ' " 77.7'--... .~<, "' ..... i,. ?.<.. -,In " ✓ NA NA NA " Shortridge Instruments, Inc. ADM Recalibration Rev 51 •· 02·22-22 7855 East Redfiei<fRoad Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 1 of 2 02/22/2022 AIRDATA MULTIMETER CERTIFICATE OF RECALIBRATION SIN: Mll560 Order#: R222308 LOW VELOCITY CONFIRMATION (FPM) TEST METER TOLERANCE = ± 3.0% ± 7 FPM AS-RECEIVED TEST WITHIN SPEC @ NO NIA See Notes Vel Eqv Trans Std: S/N: M02009 As-Rcvd Test 2 Test 3 Ve1 Eqv Trans Std; SIN: M10897 As~Rcvd Test 2 Test 3 Vel Eqv Trans Std: SIN: M02903 As-Rcvd Test 2 Test 3 Ve! Eqv Trans Std: SIN: M10901 As-Rcvd Test 2 Test 3 Vel Eqv Trans Std: SIN: M10839 As-Rcvd Test 2 Test 3 Ve! Eqv Trans Std: SIN: M13492 ~~~~~Test 3 Vel Eqv Trans Std: SIN: M10840 As-Rcvd Test 2 Test 3 Vel Eqv Trans Std: S/N: M19325 ~ Test 3 Approx Set Point Oiff Oifl 100 0 500 ADM-BB0C, ADM-8701870C and ADM-8601860C models are read in AirFoil Mode. ADM-850/850L models are read in Pilot Tube Mode. TEMPERATURE TEST AIRDATA MULTIMETER(' F) TEST METER TOLERANCE=± 0.2' F AS-RECEIVED TEST WITHIN SPEC~ NO NIA See Notes RTO Simulator: SIN 249 As-Rcvd Test 2 RTD Simulator: S/N 250 As-Rcvd Test2 RTD Simulator: S/N 253 As-Rcvd Test 2 RTD Simulator· S/N 254 As-Rcvd Test 2 RTD Simulator: SIN 256 As-Rcvd Test 2 RTO Simulator: S/N 257 As-Rcvd Test 2 RTD Simulator: $/N 292 ~ ~?' RTO Siinulator: S/N 293 RTD Simulator: S/N 294 RTO Simulator: SIN 313 RTD Simulator: S/N 314 RTD Simulator: SIN 315 RTD Simulator: SIN 316 RTD Simulator: SIN 317 RTD Simulator: SIN 318 RTO Simulator Temperature Eauiva!ent Set Point 35.60 95.00 154.40 Test Meter ~5, 9< u 1,4. <./ ~ ~ 2 As-Rcvd Test 2 As-Rcvd Test 2 As-Rcvd Test 2 As-Rcvd Test 2 As-Rcvd Test 2 As-Rcvd Test2 Difference . I ·O ,o Test 3 Set Point: 35.6° F 95° F 154.4' F Test3 Set Point: 35,6° F 95' F 154.4' F Test 3 Set Point: 35.6" F 95° F 154.4° F Test 3 Set Point: 35.6° F 95° F 154.4' F Test 3 Set Point: 35.6° F 95° F 154.4' F Test 3 Set Point: 35.64 F 95° F 154.4° F Test 3 SetPoint@€'F 154.4'F Test 3 Set Point: 35.6° 95° F 154.4° F Test 3 Set Point: 35.6° F 95ff F,...., ~ Test 3 Set Point: 35.6° F 95~ F 154 4° F Test3 Set Point: 35.6° F 95° F 154.4' F Test 3 Set Point: 35.6° F 95' F 154.4' F Test 3 Set Point: 35.6" F 95' F 154.4D F Test3 Set Point: 35.6° F 95° F 154.4~ F Test 3 Set Point: 35.6° F 95° F 154.4° F Test Meter Difference Test Meter ~"" 7 . I ..._____ C),:--_r, . r, -----;,'-I. L/ . ( '> There were no additions to or deviations from the specified calibration procedure during the calibration process, Any calibration due date shown is specified by the customer. Difference ,..__,.J/A ..._____ The enclosed ADM Calibration Standards for Pressure and Temperature fonm(s) is/are an integral part of this calibration and must remain with this Certificate of Calibration. There may be more than one such fonm included that pertains to this calibration. Any additional information required pertaining to this calibration orto any repairs performed may be included in other documentation. If applicable, these documents may include, but not be limited to an AirData Multimeter Recalibration Notes form, and/or a Repair Record Notes form. NOTES ADM Recalibration Reio' 51 -02-22-22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2 of 2 02/22/2022 Shortridge Instruments; Inc. AirData Multimeter Calibration Equipment Order Number: f< 27 7 3o!? Serial Number: fY\ I I '>lo o Test Type: Initial As-Received ~ ABSOLUTE PRESSURE STANDARDS AOM#02·R $/N: 41741/42451 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 04/28122 AOM#04-R SIN: 41743/42453 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 11 /19/21 AOM#OO-R SIN: 41742/42452•1 Heise Model: PPM-2 Mfgd by Dresser lndustnes Calibrated by Alhcroft Calibration Date: 08/17/21 ADM#OB-R SIN: 42186/43328 Heise Model· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/26/22 ADM #10-R SIN: 42203/43352 Heise Model. PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Galibrat10n Date: 03/07122 ADM#12A-R SIN: 45605148491 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibratioo Date; 08/01/22 ADM #14-R SIN 43412/45043-2 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 09/24/21 ADM#16--R SIN. 43413/45044 Heise Model: PPM--2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 01127/22 AOM#18-R SIN. 44581/46845 Heise Model: PPM-2 Mfgd & Calibrated by Ashcroft. Inc Calibration Date; 10126121 AOM#20-R SIN· 44582/46847 Heise Model: PPM-2 Mfgd & Cahbfated by AshCl'Oft, Inc. Calibration Date: 07/07122 #02-R, 04--R, 06-R. 08-R, 10-R. 12A-R. 14-R, 16-R Rated Accuracy: 0.05% fs (0.0305 in Hg) Range: 0-30 psia Resolution: 0.01 #18-R, 20-R Rated Accuracy: 0.05% fs (0.0305 in Hg) Range: 0-60 In Hg ResoluMn: 0.001 DIFFERENTIAL PRESSURE STANDARDS ADM #01-L SIN. 41739142449 Heiae Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 04/28/22 AOM#01-R SIN: 41739/42446 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Callbration Date: 04/29122 ADM#02-L SIN: 41741/42454 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 04128/22 AOM#03A-l SIN: 45570148481 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 11/24121 ADM#03A-R SIN: 45570/48460 Heise Model: PPM--1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 11124121 AOM#04-l $/N: 41743/42458 Heise Model: PPM-1 Mfgd by Oreuer lndustnes Calibrated by Ashcroft Calibration Date: 11123/21 ADM 105-L SIN. 41740/42450 Heise MQCleJ· PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Cat!bratiOn Date. 09/08/21 ADM #05-R SIN· 41740142447 Heise Model PPM-1 Mfgd by Dresser lndustlies Calibrated by Ashcroft Calibration Date 09/07121 AOM#06-L SIN: 41742142455 Heise Mode!. PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Cal1brat1on Date. 09/07/21 ADM107-L SIN· 42185142186 Heise Model PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date: 03/29122 ADM#07-R S/N. 42185/43326 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibrabon Date. 03/29122 AOM#OB-L SIN: 42188/43329 Heise MOdel: PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date; 03/28122 A0Mt09·L SIN: 42202/43351 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/07/22 AOM#09-R SIN· 42202/43350 Heise Model· PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Ca!ibratt0n Date: 03/07122 AOM#10-L SIN· 42203/43353 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 03107/22 ADM #11-L SIN: 43165/44551-1 Heise Model PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft CaHbrabOn Date. 08104/22 ADM#t1-R SIN: 43165/44730 Heise "4ode! PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 08/04/22 ADM#12A-L SIN· 45605/48490-1 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 08/03/22 ADM #13-L SIN 43415/45041 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 09/24/21 AOM#13-R SIN: 43415145039 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft CalibratiOn Date. 09/24121 ADM#14-l SIN. 43412/45045 Heise Mode! PPM-1 Mfgd by Dresser Industries Cahbraled by Ashcroft Cal1brabon Date: 0912-4/21 AOMl15-L SIN· 434161-45042 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 02107122 ADM#15-R SIN: 43416145040-1 Heise Model PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Ca!1brabon Date 02107/22 ADM #16-l SIN, 43413/45046 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Asheroft Callbrabon Date: 02/07122 ADM #17-l SIN: 44579146842 Heise Model: PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibration Date· 10/29121 AOM#17-R SIN_ 4'4579/46841 Heise Model. PPM-1 Mtgd & Calibrated by Ashcroft, Inc. Calittralion Date· 10/29/21 AOM#18·L SIN-44561146646 Hei&e Model: PPM-1 Mfgd & Calibrated by Ashcroft, !nc Calibration Date: 10/29/21 ADM#19-l SIN: 44560/48844 HeiSe Model: PPM-1 Mfgd & Calibrated by Ashcroft, tnc CalibratiOn Date-07/14122 ADM #19-R SIN: 44580/46843 Heise Model: PPM-1 Mfgd & Calibrated by Ashcroft. Inc. Cahbfation Date: 07/14/22 AOM#20-L SIN 44582/46848 Heise Mode!: PPM-1 Mfgd & Cahbrated by Asheroft, Inc Calibration Date: 07/14/22 #01-L, 03A-L, 05-L, 07-l, 09--L, 11-L, 13-L, 15-L, 17-L, HJ-L Rated Accuracy:> 0.07% rs (0.000175 in we} Range: O.o.-0.25 in we Res.: 0.00001 #01-R, 03A-R, 05-R, 07-R, 09-R, 11-R, 13-R. 15-R, 17-R, 19-R RatedAcalracy: > Q_06% fl ( 0.003 in WC) Range: 0.0-5.0 in we 102-L 04-l, 06-L, 08-l, 10-L, 12A-L, 14-L, 16-L, 1&-t.. 20-L Rated Accuraq,: > 0.08% f$ (0.03 in we) Range: 0.0-50 o in we ADM Cal Stnds Rev 17 02-22-22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 1 of 2 Res· 00001 Res.: 0.001 Due Date: 0412023 Due Date. 11/2022 Due Date: 0812022 Due Date: 0212023 Due Date. 03/2023 Due Date: 0812023 Due Date: 09/2022 Due Date. 0112023 Due Date· 1112022 Due Date. 0712023 Uncertamty: < o 0358 Uncertainty: < O 0358 Due Date. 04/2023 Due Date: 04/2023 Due Date: 0412023 Due Date: 11/2022 Due Date. 1112022 Due Date· 1112022 Due Dille. 08/2022 Due Date. 0812022 Due Date· 0812022 Due Date: 02/2023 Due Date 0212023 Due Date: 0212023 Due Date 03/2023 Due Date 0312023 Due Date 03/2023 Due Date: 08/2023 Due Date 08/2023 Due Date· 0812023 Due Date. 0912022 Due Date: 09/2022 Oue Date· 0912022 Due Date: 0112023 Due Date 0112023 Due Date: 01/2023 Due Date· 11/2022 Due Date· 11/2022 Due Date: 11 /2022 Due Date· 0112023 Due Date 0712023 Due Date: 07/2023 Uncertainty: < 0.00035 Uncertainty: < O 00348 Uncertainty· < 0.0346 10/0312022 Shortridge Instruments, Inc. AirData Multimeter Calibration Equipment Customer Order Number, Meter Serial Number, and Test Type are referenced on page 1 Vel Eqv Transfer Standard SIN· M02009 Vel Eqv Transfer Standard SJN: M02903 Ve! Eqv Transfer Standard SIN: M10839 Ve! Eqv Transfer Standard SIN: M10840 Vel Eqv Transfer Standard SIN: M108W Vel Eqv Transfer Standard SIN: M10901 Vel Eqv Tranater Standard SIN: M13492 LOW VELOCITY EQUIVALENT CONFIRMATION STANDARDS Model AOM,-870C Model AOM-870C ModelAOM-870C f.llodel ADM--870C Mode! AOM-870C Model AOM-870C Model ADM•870C Mtgd & Calibrated by ShortrldQe Instruments, Inc, Mfgd & Calibrated by Shortridge Instruments., Inc. Mfgd & Calibrated by Shortridge Instruments, Inc. Mfgd & Calibrated by Shortridge Instruments, Inc Mfti'd & Calibrated by Shortridge Instruments, Inc. Mfg'd & Calibrated by Shortridge Instruments, inc Mfg'd & Calibrated by Shortridge Instruments, inc. Mrgd & calibrated by Shortridge Instruments, lnc. Calibration Date: 08/16122 Calibration Date: 12/18121 Calibration Date: 10/28121 Calibration Date· 10/26/21 CalibrattOn Date. 01125122 Calibration Date: 12116/21 Calibration Date: 08/16122 Ca!ibratiOn Date: 06130!22 Due Date: 08f2023 Due Date: 1212022 Due Date: 10/2022 Due Date: 10/2022 Due Date: 01 /2023 Due Date: 1212022 Due Date: 08/2023 Due Date: 0612023 Vel Eqv Transfer Standard SIN: M19325 Model ADM-870C Rated Accuracy: Velocity± 1.5 % :t 3,5 rpm Range· 100..5000 fpm Resolution: 0.1 Uncertainty: c5.00 fpm at 100 fpm; <7.50 fpm at 500 fpm TEMPERATURE STANDARDS RTD Simulator SIN 2-49 MOdel RT0-1000/500 MfQd by General Resistance Calibrated by IET Labs Calibration Date: 0-4/02/20 Due Date 0312024 RTD Simulator SIN: 250 Model RT0-1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date: 04/02120 Due Date. 03/202'4 RTD Simulator SIN. 253 Model RTD• 10001500 Mfgd by General Resistance Calibrated by tET Labs Calibration Date: 04/02/20 Due Date· 03/2024 RTD Simulator SIN· 254 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs CalibratiOn Date: 05/04120 Due Date: 04/2024 RTD Simulator SIN: 256 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date: 05/04/20 Due Date. 0<11202.c RTO Simulator SIN: 257 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Cal!bratlon Date: 0510;4120 Due Date: 04/2024 RTD Slmulator SIN: 292 Model RTD-1000/500 Mfgd by General ResiStance Calibrated by IET Labs Calibration Date: 01/03/20 Oue Date: 0112024 RTO Slmu!ator SIN: 293 Model RT0-1000/500 Mfgd by General Resistance Calibrated by JET Laba Calibration Date. 01103/20 Due Date. 01/2024 RTO Simulator SIN: 294 Model RTD-1000/500 Mt'gd by General Resistance C81ibrated by 1ET Labs Callbration Date. 01/03120 Due Date 01/2024 RTD Simulator SIN: 313 Model RT0•1000/500 Mfgd by General Resistance Calibrated by JET Lab$ CalibratiOn Date. 03/25/22 Due Date 0312026 RTO Simulator SIN: 314 Model RTD-1000/500 Mfgd by General Resistance Calibrated by l ET Labs Calibration Date· 03/25122 Due Date: 03/2026 RTD Simulator SIN. 315 Model RT0-1000/500 Mrgd by General Re&istance Calibrated by IET LabS Calibration Date: 03/25122 Due Date. 03/2026 RTO Simulator SIN: 316 Model RT0-10001500 Mrgd by Genera! Re$istance Calibrated by 1ET Labs Calibration Date: 06l06/22 Due Date· 05/2026 RTD Simulator SJN· 317 Model RT0-1000/500 Ml'gd by General Resistance Calibrated by IET Labs Cahbration Date: 05123122 Due Date· 05/2026 RTO Simulator SIN: 318 Model RT0-1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date: 05123122 Due Date· 05/2026 Rated ACOJracy 0.025% of setting Range: 1000001011111.100 ResolutiOn: 0.01 a Uncertainty: " 32 ppm Thermometer t1 SIN 8A069/Therm1stor SIN M 10660 Model 1504/5610 Mfgd by Hart Scfentific Calibrated by Fluke Calibration Date: 02/24122 Due Date 0212024 Thermometer #2 SIN 88104fThermistor SIN 871507 Model 1504/5610 Mfgd by Hart Scientific Calibrated by Fluke Calibration Date 11/04-/20 O\le Date. 11'2022 Thermometer #5 SIN B11780/Thermistor SIN B10505 Model 15o.415610 Mfgd by Hart Scientific Calibrated by Fluke CalibfatiOn Date: 05118/22 Due Date. 05/202.4 Thermometer 16 SIN B11782/Thermistor SIN B10509 Model 1504/5610 MfQd by Hart Scientific Calibrated by Fluke Calibration Date: OM)Q/'22 Due Date. 06/2024 ThennOmeter #7 SIN 849938/Thermistor SIN B482202 Model 15<W5610 Mfgd and Calibrated by Fluke Cahbration Date. 10113/21 Due Date 10/2023 Rated Accuracy(comblned)' 0.0324° F Range· 32• F to 176" F Resoh.rtion 0.001 • F Combined Uncertainty with Baths: " O 040" F Temp Transfer Standard SIN M00136 Model ADM-870 Mfgd & Callbl'ated by Sl\ortfldge Instruments, Inc. Temp Transfer Standard SIN M96100 Rated Aewracy: o 03" F Model ADM--870 Mfad & Calibrated by Shortndge Instrument!.. Inc. Range: 33° F to 158" F Resolution. o 01 ~ F Total combined Uncertainty for MultiTemp and TemProbe testing : -. 0.046" F Callbration Date· 10/28121 Calibration Date 03/15122 Uncertainty. < o 023"' F Due Date· 1012022 OtJe Date· 03/2023 This form must remain with the Certificate of Calibration corresponding to the Customer Order Number and Meter Serial Number referenced on page 1. ADM Cal Stnds Rev 17 02-22-22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2 of 2 1010312022 Shortridge Instruments, Inc. AirData Multimeter Calibration Equipment Order Number: <?,:z-z.. -Z3>o<t Serial Number: (Yl I I 5 \,, 0 Test Type: Initial~ Final ABSOLUTE PRESSURE STANDARDS ADM#02-R SJN: 41741/42451 Heise Model: PPM•2 Mfgd by Dresser lndustnes Cahbrated by Ashcroft Calibration Date: 04/28122 AOM#04-R S/N· 41743/42453 Heise Model· PPM-2 Mfgd by Dresser Industries Cahbrated by Ashcroft Calibration Date: 11/19121 AOM#06-R SIN: 41742/42452-1 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 08/17/21 ADM#08-R SIN 42186/43328 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/26/22 ADM#10-R SIN· 42203/43352 Heise Model PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03107/22 ADM #12A-R SIN 45605148491 Heise Model· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 08/01/22 AOM#14-R SIN 43412/45043-2 Heise Model· PPM,.2 Mfgd by Dresser lndustties Calibrated by Ashcroft Calibration Date: 09/24/21 ADM #16-R SIN. 43413/45044 Heise Model PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Ca!ibratiOn Date· 01/27/22 ADM #18-R SJN· 44581146845 Heise Mode4· PPM. .. Mfgd & Calibrated by Ashcroft, Inc Calibration Date 10/25/21 AOM#20"R $IN· 44582/46847 Heise Model: PPM-2 Mfgd & Calibrated by Ashcroft. Inc Calibrat,on Date 07/07/22 #02-R, 04-R. 06-R, 08-R, 10-R, 12A-R, 1 -R, 15-R Rated /.ccuracy. 0.05% ts (0.0305 In Hg) Range· 0-30 psia Resolution: O 01 #18-R, 20-R Rated Accuracy· 0.05% rs (0.0305 in Hg) Range 0-60 in Hg Resolution o 001 DIFFERENTIAL PRESSURE STANDARDS ADM#01-l S/N: 41739/42449 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcrof'! Calibrat10n Date: 04/28122 AOM#01-R SIN: 41739/42446 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 04/29/22 ADM#02-l $/N 41741/42454 He!se Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 04/28122 ADM#03A·l SIN 45570/48461 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft CaUbfattOfl Date· 11/24/21 ADM#03A·R SIN. 45570/48460 He!se Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date 11124/21 AOM#04-l SIN: 41743/42456 HeiSeModel· PPM-1 Mfgd by Dresser lndust~es Calibrated by Ashcroft Caflbration Date: 11/23/21 ADM#OS·l SIN: 41740/42450 HeiseMode! PPM•1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 09/08/21 ADM #05-R SIN: 41740/42447 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 09107/21 AOM#06•L SIN 41742/42455 Hetse Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibfati0f1 Date: 09/07/21 ADM #07-l SIN: 42185/42186 Heise Model. PPM--1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/29/22 AOM#07,R SIN: 42185143326 Heise Model, PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/29122 ADM#08·l SIN· 42186/43329 H lise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Ashcraft Calibration Date, 03/28122 AOM #09-l SIN: 42202/43351 Heise Model· PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date. 03107/22 ADM#09-R SIN: 42202/43350 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 03/07/22 AOM#10-l $/N 42203/43353 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Cahbf'ation Date 03107/22 AOM#11-l S/N. 43165/44551-1 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 08104/22 AOM#11·R SIN. 43165/44730 Heise Mode!· PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Cabbration Date: 08/04/22 ADM#12A·l SIN. 45605/48490•1 Heise Model: PPM-1 Mfgd by Dresser Industries Calibrated by Asherott Cal1brabon Date· 08J03/22 AOMl13-l SIN: 43415/45041 Heise Model: PPM--1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 09/24/21 AOM#13--R SfN· 43415/45039 Heise Model: PPM-1 Mfgd by Dresser lndustties Calibrated by AShcrofl: Calibration Date: 09/24/21 ADM 114-l SIN: 43412/45045 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated b~hcroft Calibration Date: 09/24121 ADM #15-l SIN: 43416/45042 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date 02/07122. ADM #15-R SIN: 43416/45040-1 Heise Model PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date: 02/07122 ADM #16-L StN· 43413/45046 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Gallbratton Date: 02,07/22 AOM#17-l SIN: 44579/46842 Heise Model· PPM-1 Mfgd & Cahbrated by Ashcroft, Inc Calibration Date: 10/29121 AOM#17-R 5/N: 44579/~841 HeiSe Model: PPM-1 Mfgd & Calibrated by Ashcroft, Inc Cahbl"ation Date· 10/29/21 AOM#16-L SIN: 44581/468-46 Heise Model· PPM-1 Mfgd & Calibrated by AshcrOft, Inc Callbratioo Date· 10/29/21 ADM #19-L SIN· 44580/48844 Heise Model: PPM-1 Mfgd & Calibrated by Ashcroft. Inc Cahbratl()(I Date-07/14/22 AOM#19-R SIN. 44580/46843 Heise Model· PPM-1 Mfgd & Calibrated by Ashcroft, Inc Cahbration Date. 07114/22 ADM#20-L SIN: 44582/46848 Heise Model. PPM-1 Mfgd & Calibfated by Ashcroft, Inc Calibration Date 07114/22 #01"l, OJA..L, 05-L, 07-L, Q9..L.11-l, 13-L. 15-l, 17-l, 19--L Rated Accuracy > 0.07% fs (0.000175 in we} RaOQe· 0.0-0 25 in we Res: a 00001 #01-R, 03A-R, 05-R, 07-R, 09-R, 11-R, 13-R, 15-R, 17-R, 19-R Rated Accuracy:> 0 06% fs ( 0,003 in WC) Range: 0.0..5.0 in we 102-1.. 04-l, 06--l, 08-l, 10-l. 12A·l 14-L, 16-L. 18-l, 20-l Rated Accuracy: > 0.06% ts (0,03 in we) Range: o.o-50 a in we ADM Cal Stnds Rev 17 02-22-22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 1 of 2 Res.: 00001 Res .. 0 001 Due Date: 04/2023 Due Date. 1112022 Due Date: 08/2022 Due Date: 02/2023 Due Date· 0312023 Due Date: 08/2023 Due Date: 09/2022 Due Date: 01/2023 Due Date: 10/2022 Due Date· 07/2023 Uncertainty. < O 0358 Uncertainty· < O 0358 Due Date· 04/2023 Due Date. 04/2023 Due Date. 04/2023 Due Date· 1112022 Due Date: 11/2022 Due Date 1112022 Due Date· 08/2022 Due Date: 08/2022 Due Date: 08/2022 Due Date 02/2023 Due Date· 0212023 Due Date. 02/2023 Due Date. 03/2023 Due Date 03/2023 Due Date 03/2023 Due Date· 06/2023 Due Date· 08J2023 Due Date: 08/2023 Due Date 0912022 Due Date 09/2022 Due Oare. os12022 Doe Date· 01/2023 Due Date. 0112023 Due Date· 01/2023 Due Date: 1012022 Due Date· 10/2022 Due Date 10/2022 Due Date· 07/2023 Due Date. 0712023 Due Date: 0712023 Uncertainty· < o 00035 Uncertainty· < O 00348 Uncertainty. < 0.0346 09101/2022 Shortridge Instruments, Inc. AirData Multimeter Calibration Equipment Customer Order Number, Meter Serial Number, and Test Type are referenced on page 1 LOW VELOCITY EQUIVALENT CONFIRMATION STANDARDS Vel Eqv Transfer Standard SIN: M02009 Model ADM-870C Mfgd & Calibrated by Shortridge Instruments, Inc CalibfallOn Date. 08/16/22 Vel Eqv Transfer Standard SIN. M02903 Model AOM-870C Mfgd & Calibrated by Shortridge Instruments, Inc Calibration Date: 12116/21 Vel Eqv Transfer Standard SIN: M1 0839 Model AOM-870C Mfgd & Calibrated DY Shortridge Instruments, Inc. Calibration Date. 10/26/21 Vel Eqv Transfer Standar(I SIN: M10840 Model ADM-870C Mfgd & Calibrated by Shortridge Instruments. Inc. Calibration Date· 10126/21 Vel Eqv Transfer Standard SIN M10897 Model AIJM..870C Mrg'd & Calibrated by Shortridge Instruments, Inc Calibratkm Date· 01125/22 Vel Eqv Transfer Standard SIN. M10901 Model AOM..S70C Mfg'd & Calibrated by Shortridge Instruments. inc Calibralion Date· 12/16/21 Vet Eqv Transfer Standard SIN: M13492 Model AOM-870C Mfg'd & C811brated by Shortridge lnstrumenls, inc Calibrauon Dale: 08/16122 Vel Eqv Transfer Standard S/N: M19325 Model AOM-870C Mfgd & Calibrated by Shortndge lnstruments, Inc. calibration Date. 06/30/22 Due Date 0812023 Due Date· 12/2022 Due Date. 10/2022 Due Date 1012022 Due Date· 01'2023 Due Date: 12/2022 Due Date· 08/2023 Due Date: 0612023 Rated Act;urac;: Velocity :t: 1.5 % t 3.S fpm Range. 100-5000 fpm Resolution: 0.1 Uncertainty: <5.00 fpm at 100 fpm: <7.50 fpm at 500 fpm TEMPERATURE STANDARDS RTD Simulalor SIN: 249 Mode! RTD-1000/500 Ml'gd by Genera! Resistance Calibrated by IET Labs Calibration Date: 04/02120 Due Date 03/2024 RTO Simulator SIN: 250 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET labS Calibration Date: 04/02/20 Due Date: 03/2024 RT□ Simulator SIN: 253 Model RTD-1000/500 Mlgd b-J General Reststance CaUbrated b',' JET labs Calibration Date: 04/02/20 Due Cate· 0312024 RTO Simulator SIN: 254 Model RT0-1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibrat10n Date. 05/04/20 Due Date· 0412024 RTO Simulator $/N: 256 Madel RT0-1000/500 Mfgd by General Res1Stance Calibrated by IET Labs Callbration Date· 05/04/20 Due Dale: 0412024 RTD Simulator SIN: 257 Model RT0-1000/500 Mfgd by General Resistance Calibratea by !ET labs CalibratiOn Date: 05/04/20 Due Date: 0412024 RTO Simulator SIN· 292 Model RT0-1000/500 Mfgd by General Resistance Calibraled by !ET Labs Calibration Date. 01/03/20 Due Date· 0112024 RTD Simulator SIN: 293 Model RTD-1000/500 Mfgd by General Resistance Calibrated by !ET .Labs Callbralion Date: 01/03/20 Due Dale 0112024 RTO Simulator SIN: 294 Model RTD• 1000/500 Mfgd by General Resistance Calibrated by IET labs Calibration Date: 01/03/20 Due Date· 01/2024 RTD Simulator SIN· 313 M,dei RT0-1000/500 Mfgd by Genera! Resistance Calibrated by IET labs Calibration Date. 03/25122 Due Date: 03/2026 RTO Simulator SIN. 314 Model RT0-1000/500 Mrgd by General ResiStance Callbraled bY IET Labs Calibration Date· 03125/22 Due Date: 03/2026 RTO Simulator SIN: 315 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Calibration Date: 03/25122 Due Date 0312026 RTD Simulator SIN. 316 Model RTD-1000/500 Mfgd by General Resistance Calibrated by !ET Labs Ca!Jbration Date: 06/06/22 Due Dale: 05/2026 RTO s,mulator SIN: 317 Model RTD-1000/500 Mfgd by General Resistance Calibrated by !ET labs Calibration Date. 05/23/22 Due Date. 05/2026 RTO Simulator SIN: 318 Model RT0-1000/500 Mfgd by General Resistance Calibrated by IET labs CalibratiOn Date: 05/23122 Due Date 0512026 Rated Accuracy: o 025% of setting Range: 100.00 0 to 11111.10 0 Resolution: O 01 Q Uncertainty• ;; 32 ppm Thermometer #1 SIN 8A089fThermistor SIN A410660 Model 1504/561 0 Mfgd by Hart Scientific calibrated by Fluke Calibration Date: 02/24122 Due Date 02/2024 Thermometer #2 SIN BB 104/rhermistor SIN 871507 Model 1504/5610 Mfgd by Hart Scientific C8Hbrated by Fluke CalibratiOn Date. 11 f04f20 OueOate 1112022 Thennometer #5 SIN 811780fThennlstor SIN 810505 Model 150415610 Mfgd by Hart Scientific Calibrated by Fluke Calibration Date: 05/16122 Due Date. 05/2024 Thermometer #6 SIN 811782/fhermistof SIN B 10509 ~ 1504/561 0 Mfgd by Hart Scientific Calibrated by Fluke Callbratkln Date: 06/09/22 Due Date: 06/2024 Thermometer #7 SIN 849938rrhermistor SIN 8482202 Model 1504/561 0 Mfgd and Cahbrated by Fluke Cald)l'ation Date: 10/13/21 Due Date 10/2023 Rated Accuracy{combined): o 0324 6 F Range. 32" F to 176~ F Resolution: 0.001 • F Combined Uncertainty witt'I Baths ,. 0 040& F Temp Transfer Standard SIN M00136 Model ADM-870 Mfgd & Ca!lbrated by Shortridge instruments, Inc Temp Transfer Standard SIN M96100 RatedA.co.uacy: 0.03" F Model AOM-870 Ml'gd & Callbfaled by Shortridge Instruments, Inc Range: 33~ F to 158~ F Resolutkm: 0.01 ~ F Total combined Uncertainty for MuttJTemp and TemProt>e testing· ,. 0.046~ F Calibration Date. 10/26121 Calibration Date 03/15122 Uncertainty.< 0.023" F Due Date. 10/2022 Due Date: 03/2023 This form must remain with the Certificate of Calibration corresponding to the Customer Order Number and Meter Serial Number referenced on page 1. ADM Cal Stnds Rev 17 02-22-22 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2of 2 09/01/2022 CERTIFIED AIR BALANCE CO. 0970 lleU -Ori>< •IOI Sfflilll Ftt SprillPI, CA "°61'0 Section 5 Certifications Phont: ('6? i 9' I~ t!OO fa-{!6:!t94t-1100