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HomeMy WebLinkAbout1900 WRIGHT PL; 100; CBC2022-0398; PermitBuilding Permit Finaled Ccityof Carlsbad Commercial Permit Print Date: 03/06/2024 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: 1900 WRIGHT PL, # 100, CARLSBAD, CA 92008-5511 BLDG-Commercial Work Class: 2120912500 Track#: $1,930,940.00 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Project Title: TRUMP CARD Tl Tenant Improvement DEV2023-0036 Permit No: Status: CBC2022-0398 Closed -Finaled Applied: 11/09/2022 Issued: 06/20/2023 Finaled Close Out: 03/06/2024 Final Inspection: 12/06/2023 INSPECTOR: Ontiveros, Linda Kersch, Tim Description: TRUMP CARD: Tl(33500 SF) MULTI-TENANT TO SINGLE TENANT OFFICE W/NEW PATIO (1190 SF) Property Owner: CARLSBAD 1900 LLC 1084 N EL CAMINO REAL, # B ENCINITAS, CA 92024-1334 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL FIRE A-2 & A-3 Occupancies -Tl FIRE Plan Resub (3rd&Subsequent Submittal/hr) FIRE STORAGE TANKS -Aboveground (First Tank) SB1473 -GREEN BUILDING STATE STANDARDS FEE SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION -COMMERCIAL (SMIP) TRAFFIC IMPACT Commercial-Industrial w/in CFD Total Fees: $30,305.66 Total Payments To Date: $30,305.66 Contractor: SPW CONSTRUCTION DBA WHITE CONSTRUCTION 1808 ASTON AVE, # STE 100 CARLSBAD, CA 92008-7369 (760) 931-1130 Balance Due: AMOUNT $2,369.90 $194.00 $98.00 $16.00 $3,646.00 $744.00 $160.00 $855.00 $78.00 $3,383.10 $540.66 $18,221.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov { City of Carlsbad Job Address 1900 Wright Place COMMERCIAL BUILDING PERMIT APP LI CATION B-2 Plan Check Est. Value PC Deposit Date Suite: APN: 212-091--016 ----- Tenant Name #:._T_ru_m_P_Card _______________ lot #:. ____ Vear Built: _________ _ Year Built: 1999 ---Occupancy:._AIB __ _ Construction Type:._v_a __ Fire sprinklers@,'Es{)NO A/C:0YES0NO BRIEF DESCRIPTION OF WORK: Tenant improvement of existing office building to Involve new MEP, addition of patio, and Infrastructure for EV parking. Interior lmproyements to indude new restrooms, and conversion from multi-tenant to single tenant offices. IZ] Addition/New: ____________ New SF and Use, __________ New SF and Use ______ SF Deck,~ SF Patio Cover, SF Other (Specify) ___ _ IZ]Tenant Improvement: _33_,500 ____ SF, Existing Use: _o_m_ce ______ Proposed Use: _office ______ _ _____ SF, Existing Use: Proposed Use: ______ _ □ Pool/Spa:. _____ SF Additional Gas or Electrical Features? ____________ _ D Solar: ___ KW,. ___ Modules, Mounted: 0Roof 0Ground D Reroof:. _____________________________________ _ [{] Plumbing/Mechanical/Electrical New mechanical, new and existing plumbing, new electri~ 00ther: ______________________________ _ APPLICANT (PRIMARY CONTACTI Name: Taylor McGrady Address· 3603 Fifth Avenue PROPERTY OWNER Name: Cartsbad 1900 LLC Address: 1084 N El Camino Real, Ste B-264 City· San Diego State:._CA __ Zip: 92103 Phone· 619-323-8447 City: Encinitas State:_CA __ Zip: 92024 Phone: 805-450-4313 Email· taytor@hollanderdg.com Ema i I: rharris@trumpcardlnc.com DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Jeff Hollander Business Name:_W_h_1te_eo_ns_1ru_ct1_o_n ___________ _ Address: 3603 Fifth Avenue Address: 1808 Aston Avenue, Suite 100 City: San Diego State:_CA ___ Zip: 92103 City: Cartsbad State:._c_A __ Zip: 92008 Phone: sss-309-4900 Phone: 760-931-1130 Email: jeff@hollanderdg.com Email: sean@whiteconstructJonlnc.com Architect State license: _e-_2_1_17_9 _________ CSLB license #:_10_2_3_ss_6 _____ Class:._s ______ _ Carlsbad Business license# (Required): BLNR000431-02-0217 APPUCANT 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): Taylor McGrady SIGN: ~ r\~:-b DATE: 09 Nov 2022 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Bullding@carlsbadca.gov REV. 07/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: /herebyafflrmunderpenaltyofperjurythat/amlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full force and effect. I a/so affirm underpena/tyof perjury one of the following declarations (CHOOSE ONE): D1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. ____________________________________ _ -OR-G1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the_work tor which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: The State Compensation Insurance Fund Policy No. 9243036 Expiration Date: __:1.:..:/0'-'1-'-'/2:..:0:..:2:..:3 __________ _ -OR- Ocertiflcate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person ln any manner so as to become subject to the workers' compensation Laws of calltornia. WARNING: Failure to secure workers compensation coverage is un~wful and shall subject an employer to criminal penalties .ind civil fines up to $100,000.00, in addition the to the cost of compens.ition, dam.iges 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) Ovll Code). Lender's Name:. ___________________ Lender'sAddress: __________________ _ CONTRACTOR CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information on theplansisaccurate. lagree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): _________ SIGNATURE: _________ DATE: _____ _ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I her~by affirm that I am exempt from Contractor's License Law for the following reason: n i, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not Intended or offered for sale (Sec. ~44, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered tor 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 tor the purpose of sale). -OR- [~]i. as owner of the property, am exdusively 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-□1 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, ~ FORM B-61 Nowner Builder Acknowledgement and Verification Form• is required tor any permit issued to a property owner. By my signature below I acknowledge that, except tor my personal residence in which I must have resided for at least one year prior to completion of the Improvements covered by this permit, I cannot legally sell a structure that I have bullt as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Website: http://www.leginfo.ca.gov/ca/aw.htm/. OWNER CERT/FICA TION: I certify that I have read the application and state that the above; nformation Is correct and that the information on the plans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Rachel Harris SIGN: -..,..,~~~~»,.:::i.L.U.l~ DATE: 11/09/2022 Note: If the person signing above is an authorized agent for the property owner in 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: 8uilding@carlsbadca.gov 2 REV. 07/21 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0398) Application Date: 11/09/2022 Owner: CARLSBAD 1900 LLC Permit Type: BLDG-Commercial Work Class: Tenant Improvement Issue Date: 06/20/2023 Subdivision: CARLSBAD TCT#81-46 UNIT#01 Status: Closed -Finaled Expiration Date: 05/07/2024 IVR Number: 44563 Address: 1900 WRIGHT PL, # 100 CARLSBAD, CA 92008-5511 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 02/02/2023 12/01/2023 BLDG-LOE Final 197730-2022 COMMENTS Passed Linda Ontiveros 06/21/2023 06/21/2023 06/22/2023 06/22/2023 Wednesday, March 6, 2024 Checklist Item BLDG-LOE Final TOM PLAN -A SITE INSPECTION AND PU APPROVAL REQUIRED PRIOR TO OCCUPANCY. Passed Yes NOTES Created By Linda Ontiveros TEXT Created Date NO TOM SITE INFRASTRUCTURE REQUIRE 12/01/2023 DUE TO LEGACY Tl PROCESSED WITH OLC TOM HANDBOOK. BLDG-84 Rough 214852-2023 Partial Pass Tim Kersch Reinspection Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/20/2023 BLDG-14 215027-2023 Partial Pass Tim Kersch Reinspection Frame/Steel/Bolting/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/21/2023 BLDG-17 Interior 215026-2023 Partial Pass Tim Kersch Reinspection Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/21/2023 Complete Incomplete Incomplete Incomplete Page 1 of 5 PERMIT INSPECTION HISTORY for (CBC2022-0398) Permit Type: BLDG-Commercial Application Date: 11/09/2022 Owner: CARLSBAD 1900 LLC Work Class: Tenant Improvement Issue Date: 06/20/2023 Subdivision: CARLSBAD TCT#81-46 UNIT#01 Status: Closed -Finaled Expiration Date: 05/07/2024 Address: 1900 WRIGHT PL, # 100 IVR Number: 44563 CARLSBAD, CA 92008-5511 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status BLDG-31 215031-2023 Partial Pass Tim Kersch Reinspection Incomplete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-34 Rough 215028-2023 Partial Pass Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/21/2023 06/26/2023 06/26/2023 BLDG-16 Insulation 215332-2023 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/28/2023 06/28/2023 BLDG-11 215645-2023 Passed Tim Kersch Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/27/2023 BLDG-12 Steel/Bond 215644-2023 Passed Tim Kersch Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/27/2023 07/11/2023 07/11/2023 BLDG-17 Interior 216864-2023 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/21/2023 08/30/2023 08/30/2023 BLDG-84 Rough 222402-2023 Partial Pass Tim Kersch Reinspection Incomplete Combo(14,24,34,44) Wednesday, March 6, 2024 Page 2 of 5 PERMIT INSPECTION HISTORY for (CBC2022-0398) Permit Type: BLDG-Commercial Application Date: 11/09/2022 Owner: CARLSBAD 1900 LLC Work Class: Tenant Improvement Issue Date: 06/20/2023 Subdivision: CARLSBAD TCT#81-46 UNIT#01 Status: Closed -Finaled Expiration Date: 05/07/2024 Address: 1900 WRIGHT PL, # 100 IVR Number: 44563 CARLSBAD, CA 92008-5511 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers NOTES Created By TEXT Created Date Angie Teanio 760-420-2751 Ross 06/20/2023 09/07/2023 09/07/2023 BLDG-17 Interior 223055-2023 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/18/2023 09/18/2023 BLDG-85 T-Bar, Ceiling 224165-2023 Failed Tim Kersch Reinspection Incomplete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 09/19/2023 09/19/2023 BLDG-85 T-Bar, Ceiling 224412-2023 Passed Tim Kersch Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Informed of TDM Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 10/16/2023 10/16/2023 BLDG-85 T-Bar, Ceiling 226996-2023 Passed Tim Kersch Complete Grids, Overhead Wednesday, March 6, 2024 Page 3 of 5 PERMIT INSPECTION HISTORY for (CBC2022-0398) Permit Type: BLDG-Commercial Application Date: 11/09/2022 Owner: CARLSBAD 1900 LLC Work Class: Tenant Improvement Issue Date: 06/20/2023 Subdivision: CARLSBAD TCT#81-46 UNIT#01 Status: Closed -Finaled Expiration Date: 05/07/2024 Address: 1900 WRIGHT PL, # 100 IVR Number: 44563 CARLSBAD, CA 92008-5511 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 11/09/2023 11/09/2023 BLDG-33 Service 229980-2023 Partial Pass Tim Kersch Re inspection Incomplete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/21/2023 11/21/2023 BLDG-Final Inspection • 231058-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final Yes 11/28/2023 11/28/2023 BLDG-Final Inspection 231610-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final Yes 12/01/2023 12/01/2023 BLDG-Final Inspection 232061-2023 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final Yes 12/06/2023 12/06/2023 BLDG-Final Inspection 23253 7-2023 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, March 6, 2024 Page 4 of 5 PERMIT INSPECTION HISTORY for (CBC2022-0398) Permit Type: BLDG-Commercial Application Date: 11/09/2022 Owner: CARLSBAD 1900 LLC Work Class: Tenant Improvement Issue Date: 06/20/2023 Subdivision: CARLSBAD TCT#81-46 UNIT#01 Status: Closed -Finaled Expiration Date: 05/07/2024 Address: 1900 WRIGHT PL, # 100 IVR Number: 44563 CARLSBAD, CA 92008-5511 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Wednesday, March 6, 2024 Page 5 of 5 Structural Inspections "A Special Inspection Company• P.O. Box 2415, El Cajon, CA 92021 Telephonc:(619) 770-9559-Email: mbsillc6l 9@Nahoo.com FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING DA TE: November 13, 2023 TO: Building Official, City of Carlsbad Inspection Services, Planning and Development Review 1635 Faraday Ave Carlsbad, CA 92008 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING: SPECIAL INSPECTION PERMIT NO.: CBC 2022-0398 PROJECT ADDRESS: 1900 WRIGHT PL., CARLSBAD, CA 92008 The special inspection services were provided by: MARIO BA TT AGLIA, STRUCTURAL INSPECTIONS P.O. BOX 2415, EL CAJON, CA 92021 CERTIFICATE NUMBER: 350 EXPIRATION DATE:12/31/25 SPECIAL .INSPECTIONS WERE COMPLETED ON THE FOLLOWING: l. NDTULTRASOUND. 2. STRUCTUAL STEEL / FIELD WELDING. I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection and/or material sampling and testing for the structure/s constructed under the subject permit is in conformance with the approved plans and construction documents, the approved inspection and testing program and the appli cable workmanship provisions of the California Building Code as amended by the City of Carlsbad. Executed on this 13th day ofNovember, 2023. Signature: _[ __ «=_· __ :D ____ rn~--------------- Structural Inspections LLC *SPECIAL INSPECTION SERVICES* P.O. Box 2415 El Cajon, CA 92021 Cell: (619) 770-9559 • Fax (619) 588-5955 Inspection Report Project Name: 7 (r> II 'l-1 /J P"I. / 9 ,,,, 0 I· -I.., ~ t -ProjectAddress: ___ v ____ -__ -17r------~---------- Architect ___ +-'--'/'--,_'-'j J._.f--'"--"'--')~12_/2 _____________ _ Page.: __ / ___ of __ I __ Report#:. ____ _ Permit#; ______________ _ File#; _______________ _ ~< -,,. Engineer: ___ .,...r-___ :.........:<--:;;.._ ______________ _ ¼ '1 7 .. 1' Contractor: _ __,;::;__ __ __._._ _______________ _ DSA#:. _______________ _ Other: _______________ _ INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ,., Structural Steel H.S. Bolts ____/H.S. Bolts /l "'\ ) !' ~ans/Specs -- --Masonry --Prisms --Cone.PSI --Clearanc~ --Concrete --Mortar/Grout --Grout PSI --Positions --Fireproofing --Cone. Cyli.nders --Mortar PSI ~s --Epoxy --Fireproof ~ Steel A '792 --Laps ~ Other: r, " ,JI Other: --Elect.lWire E;'?,'7" -l) Consorid:ation ----~ Other: H ~ b --Other. --Fireproof --Torque Ft. tbs: --Other: --Other. --Other. --Other: --Other: --Other: --Other. --Ocher: -I I -- /. ' ) .., j,t_ T l 1 'YI I• ..:! r: J I Tu ,,,,. 1}-y -, /'I ~ (j -/ (,k ) J7-..-P /~ -.) ,. I c fJ 7 3 ) 7 ·...!. -/"'JO o ~ F o _.,) ~ I /s J._7 } .,, Al I :!-- V ~ f f/ I )I J /~-..s ? 3 I ~-<-I fl i ~ t":> 7 J,.,, J,,v T ,e:_.,,P t._oJ ~-...... ./ 7'- ;:J ;. '7°"'I _/.,rt'._ I, I t2 ._ -R,,. pf', ,,;r; (/1 I ~ y I.. ,. I'.) V ( I /,., C, /- I r 1. 2 I '<c I' ><: I :) I (, A /3,-r/ , 0./~ C / -;/ /'(.I .s> ' ,,. :? \ 1J .,.;..,., ~S-L I I -.?2/s-J ;. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work t comply with the p • ed plans, s ecifications, and applicable sections of the governing building laws. <::::.:' ----:-:> /2 Inspector;< t,v., a <~•rt: 2, r O L -:52:2 $' /7 l 3 1.1.risp:D~~: ... i Time Start: :_Time. S~~P..: .............. . Signature Date . ..... ·············· . ·i l).ar 3: ......... :............ ·········!-°ar .. ~.:. .................................................................................................................................. . ......................................... ·······•·••·· ... : ............................................ , .......... = ......... ,., ......... . • ' . Approved By: _________________ _ Project Superintendent , Trump Card TI 1900 Wright Place Carlsbad, CA 92008 Structural Calculations Plan Check Submittal November 9, 2022 Plan Check Resubmittal December 22, 2022 Plan Check Resubmittal February 15 , 2023 For: FEB 1 7 20Z3 Hollander Design Group 3603 5th A venue San Diego, CA 92103 pacific coast structural engineering, He 3016 caminito niquel CBC2022-0398 ~ 1--0 san diego, c (858) 270 1900 WRIGHT PL #100 Job# 2221 TRUMP CARD: Tl(33500 SF) MUL Tl-TENANT TO SINGLE TENANT OFFICE W/NEW PATIO (1190 SF) 2120912500 2/17/2023 C BC2022-0398 Trump Card Tl Roof Floor Composite Roof 5t8· Plywood GLB 5.125x18@8 oc 2x6s@24. oc Insulation 5/8· Drywall Misc. 3.2 psf 1.5 2.8 1.1 0.5 2.5 1.4 DL = 13.0 psf Roof LL = 20.0 psf 1.s· Concrete 3/4" Plywood T JM Trusses @19.2" oc Insulation 5/8" Gypsum Board Misc. 18.8 psf 2.3 5.6 0.5 2.5 1.3 DL = 31 .0 psf Office I Corridor LL= 80.0 psf Loads Floor Carpet/ Finishes 1.s• Normal Wt Concrete Fill 3/4 • Plywood 28. TJM@ 19.2. oc Insulation 5/8· Drywall Misc. 0.5 psf 18.8 psf 2.3 0.0 * 0.5 2.5 0.4 DL = 25.0 psf Office LL= 80.0 psf * Self weight included in analysis software 1 pcse : • ,0 •I ,, t •, ~••• ' . ' . . . '; Wood Beam pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 Printed. 9 NOV 2022 2 39AM Project File: 222040 Trump Card Tl.ec6 2 UC#: KW--06015957, Build:20.22.5.10 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: 2x10 Floor Joist for Stair Opening Infill CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7 -16 Material Properties Analysis Method : Allowable Stress Design Load Combination : ASCE 7-16 Wood Species Wood Grade Douglas Fir-Larch No.2 Fb+ Fb - Fc-Prtl Fe-Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling 0.033325) L O 10664 2x10 Span = 9.50 ft 900.0 psi 900.0psi 1,350.0psi 625.0psi 180.0 psi 575.0psi E : Modulus of Elasticity Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.210pcf Repetitive Member Stress Increase Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0250, L = 0.080 ksf, Tributary Width = 1.333 ft, (Typical Floor Load) DE$/GN SUMMARY Design OK Maximum Bending Stress Ratio = 0.795 1 Maximum Shear Stress Ratio = 0.342: 1 Section used for this span 2x10 Section used for this span 2x10 fb: Actual = 904.83psi fv: Actual = 61.63 psi Fb: Allowable = 1, 138.50psi Fv: Allowable = 180.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 4.750ft Location of maximum on span = 8.737ft Span # where maximum occurs = Span# 1 Span # where maximum occurs = Span# 1 Maximum Deflection Max Downward Transient Deflection 0.124 in Ratio= 917>=360 Span: 1 : L Only Max Upward Transient Deflection O in Ratio= 0 <360 n/a Max Downward Total Deflection 0.166 in Ratio= 684>=180 Span: 1 : +D+l Max Upward Total Deflection O in Ratio= 0<180 n/a Maximum Forces & Stresses for Load Combinations Load Combination l'iilax S!ress Ra!1os l'iilomen! v'alues Sfiear v'alues Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v DOnly 0.00 0.00 0.00 0.00 Length = 9.50 ft 1 0.224 0.097 0.90 1.100 1.00 1.15 1.00 1.00 1.00 0.41 229.94 1024.65 0.14 15.66 162.00 +D+L 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9. 50 ft 1 0.795 0.342 1.00 1.100 1.00 1.15 1.00 1.00 1.00 1.61 904.83 1138.50 0.57 61.63 180.00 +D+0.750L 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9. 50 ft 0.517 0.223 1.25 1.100 1.00 1.15 1.00 1.00 1.00 1.31 736.11 1423.13 0.46 50.14 225.00 +0.60D 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9. 50 ft 1 0.076 0.033 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.25 137.96 1821.60 0.09 9.40 288.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max."+" Defl Location in Span +D+L 1 0.1665 4.785 0.0000 0.000 pcse ,,,):::-;r ,', ·t ,lfl t 11~'l turt: 1 C · , • ' ~-1,1·1 " 1~,: a pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 Pnnted 9 NO\, 21 22 2 J9AM Wood Beam Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.5.10 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: 2x10 Floor Joist for Stair Opening Infill Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+L +D+0.750L +0.60D LOnly Support notation : Far left is #1 Support 1 Support 2 0.679 0.679 0.507 0.507 0.173 0.173 0.679 0.679 0.552 0.552 0.104 0.104 0.507 0.507 (c) ENERCALC INC 1983-2022 Values in KIPS 3 4 pacific coast snctural engineering, Uc I I 222040 Trump Card Tl 3016 camm1to rnquel Project: san d1ego, ca 92117 f' I 858.270.3796 'f. f I WAL 2/15/2023 www pcse-sd com Prepared By: Date: Beamf at Lot)b I ce tube steel columns I I • I t , CeilinQ to ~eol, i New 'f 10x60 I t I I • I I :_-+-_r_:_ I See-Enercal'c-~nalyS1~-4n .. l t End rJacti6ns = "5.758 L + 1.i .oot LL= 19.76 ~ kios ' -I ~ I t-- ·---T---t- + . I . I ~ t I . ! l -'· -~-. . -· I . CXl::illl lY • IL" PV 110;;, d \v)j t,v Uli:111"::,,,._, UUll 0t ::ii ICCll lCl U l,;U I ll I I I Aliowlt-.Ie oac <N ot~t!.1.::i X-1 : \ = ?t::µiQt -> OK. • I t I ; . I -~ Connett AE w. unde~e~h-s xisting W1 ~30 ilize exibtin, I . . Jppt!>rt beam to E to u 1 shyar tab conn ection· I ( lu !,u1>d--Q!tif igWf850"::, i I . . . . . . . . -. . . • t ,- I I I I S • en~ the1 1-Su pporting W1 8x3 , beams with €c ver Plate {WT S ecti0n) • t . i I Mp'!lept o_p ut 8'!1,~-1~.Lir ~~t tSee t::nerc:a1c anary~IS_i>! ~XISI ng, rv 11:1.ic:j::, t . 1 I f r fb I ilLl p..sectioo..pr:op" I+;,..,. z ;= 19326..i-~ ~ 1 e-Enel'"Calc output. r..bt.u i I '. I Fy= ~6 ksi·(pi er e~istirig struct ~ral ~rawings) +-I • l • • l t . I .Pt=-1,67'. l I. h-+ I T ~ . I t -----+-~ -r . j t-t • -MR=I--~-lo-ks~1-0J. 26-i~l--4-.-61--=-485r50-k-fii-18, ~~ 1-k-f+ -r'" I se·e-E ercalc mal sis1orgene al tieam -> Defl ~ction ot strengtl hem d VI ·1-~-5 i ,m t +--+ I -I l •· --+-I + T . [_ ---I l l . I i I I I I ! I ! ~ ! I L-,.. ~ •· -.. . ,. . + ,. I + --~ .. T +---t . 1--. . l . - ! -r I . l ,. . 1~ I ... ,. j. I I -r . I ! ! ~ i • . I I I L j . ~ . ! -+ ,. -.,. l i t-,. . + + I I I l j. -t ' I I -i I t ~ . . . I . -+ t-. I I j I I i I I t ·• .. ,. . . T i t ~ I I t ,. -. -i + -+ ~-•· ' -.. I +-~ t-+-i + I I ,. . ·---. + j . t ! . I • . t -. . ➔ ' I I ! I f + ,. -T t--. .. f ,. I I I ! I I I I T I t --I I I ,. + ; I i ~ . I I - I t I • t T 1 I t i . I I I f . . j I t -! I I i I I r I ~ l I ; i t- I I t I -+~ l =fi=l i I . I l t : -I t I r __:j__+--I . I I ~ ~r-----~ r I j -I ~--L H ,. + . - -+ .. r . I • f ;---'-+ -... --i----i ,. j t•-t-:• i I ! I I i I I ! I !· I j i t-. I -• I + I I --u 1 --j . l I +----l ' I I ~+F~ --+ -,-- I i ,. I ~ I ' I t I i I I 1-~ t j I -1-• . I I I I pcse de::. qr ,', H· ,11( t tt ( tLf•' cl iC t" ',l'fJ' l I I • l l"r! pacific coast structural engineemg 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse--sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 Printed 2' DEC 2022 5 16PM 5 Steel Beam Project File: 222040 Trump Card Tl.ec6 LIC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: Beam to replace lobby columns CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Properties Analysis Method :Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending 0 0 .030 ♦ 0(0.49341 L(1.273) W10x60 Span = 22.0 It Fy : Steel Yield : E: Modulus : (c) ENERCALC INC 1983--2022 50.0 ksi 29,000.0 ksi Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0310, L = 0.080 ksf, Tributary Width = 15.917 ft, (Floor Load) Uniform Load : D = 0.030 k/ft, Tributary Width = 1.0 ft, (Existing W12x30 Beams (above)) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.584: 1 W10x60 108.706k-ft 186.128 k-ft +D+L Span# 1 0.681 in Ratio= 0.000 in Ratio= 0.962 in Ratio= 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination l\ilax S(ress Ra!ios Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 387 >=360 0 <360 274 >=180 O <180 Span: 1 : L Only Span: 1 : +D+L Summary of lvlomen! 'values Segment Length Span# M V Mmax+ Mmax -Ma Max Mnx Mnx/Omega Cb Rm D Only Dsgn. L = 22.00 ft 0.170 0.067 31 .67 31.67 310.83 186.13 1.00 1.00 +D+L Dsgn. L = 22.00 ft 0.584 0.231 108.71 108.71 310.83 186.13 1.00 1.00 +0+0.750L Dsgn. L = 22.00 ft 0.481 0.190 89.45 89.45 310.83 186.13 1.00 1.00 +0.600 Dsgn. L = 22.00 ft 1 0.102 0.040 19.00 19.00 310.83 186.13 1.00 1.00 Overall Maximum Deflections Design OK 0.231 : 1 W10x60 19.765 k 85.680 k +D+L 0.000 ft Span# 1 Summary of Sfiear 'values Va Max VnxVnx/Omega 5.76 128.52 85.68 19.76 128.52 85.68 16.26 128.52 85.68 3.45 128.52 85.68 Load Combination Span Max."-" Defl Location in Span Load Combination Max. "+" Deft Location in Span +D+L Vertical Reactions Load Combination Max Upward from all Load Conditions Max Upward from Load Combinations Max Upward from Load Cases D Only +D+L 0.9621 11 .063 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 19.765 19.765 19.765 19.765 14.007 14.007 5.758 5.758 19.765 19.765 ' pcse f!t• ';· .', •► ,•' • '• • .' jl ('.' • t P • • • •' (' I Steel Beam pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 Pnn1e<1 21 DE 20,2 5 16PM 6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC Project File: 222040 Trump Card Tl.ec6 J (c) ENERCALC INC 1983-2022 DESCRIPTION: Beam to replace lobby columns Vertical Reactions Load Combination +D+0.750L +0.600 L Only Support notation : Far left is #' Support 1 Support 2 16.263 16.263 3.455 3.455 14.007 14.007 Values in KIPS pcse '.· ' ,', ., •' .... pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 7 ' : . . . . . : email: info@pcse-sd.com PnnteC! 21 DEC 2022 7 OOPM Steel Beam Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957. Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: Existing W18x35 at Lobby w/ Cover Plate Load CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method :Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending 4 Fy : Steel Yield : E: Modulus: 36.0 ksi 29,000.0 ksi o~~~io .·12soi j • • 1 ., W18x35 Span = 31 833 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Unifonn Load : D = 0.0310, L = 0.080 ksf, Tributary Width = 1.60 ft, (Floor Load) Point Load : D = 5.428. L = 14.007 k@ 16.0 ft, (New Beam (replacing columns)) Unifonn Load : D = 0.01550 k/ft, Extent = 5 .306 --» 26.528 ft, Tributary Width = 1.0 ft, (Cover Plate (WT Section)) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma: Applied Mn I Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection +D+L Span# 1 1.304 in Ratio = 0.000 in Ratio= 1.887 in Ratio = 0.000 in Ratio= Load Combination Location of maximum on span Span # where maximum occurs 292 <360 0 <360 202 >=180 0 <180 Span: 1 : L Only Span: 1 : +D+L Maximum Forces & Stresses for Load Combinations Load Combination ummary o Segment Length Span# M V Mmax+ Mmax-Ma Max Rm DOnly Dsgn. L = 31.83 ft 0.466 0.055 55.64 55.64 199.50 119.46 1.00 1.00 +D+L Dsgn. L = 31.83 ft 1.534 0.174 183.27 183.27 199.50 119.46 1.00 1.00 +D+0.750L Dsgn. L = 31.83 ft 1.267 0.144 151.36 151.36 199.50 119.46 1.00 1.00 +0.60D Dsgn. L = 31.83 ft 1 0.279 0.033 33.38 33.38 199.50 119.46 1.00 1.00 Overall Maximum Deflections Design N.G. Va Max 0.174: 1 W18x35 13.317 k 76.464 k +D+L 31.833 ft Span# 1 4.24 114.70 13.32 114.70 11.05 114.70 2.54 114.70 76.46 76.46 76.46 76.46 Load Combination Span Max."-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L Vertical Reactions Load Combination Max Upward from all Load Conditions Max Upward from Load Combinations 1.8872 16.007 Support notation : Far left is #i Support 1 Support 2 13.215 13.317 13.215 13.317 0.0000 Values in KIPS 0.000 ncse ~•• -_ ; ,•, •I l rr • • t : t~,, •• : : , •• , • ·~ C: pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 Printed 21 DEC 2022 7 U0PM Steel Beam Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: Existing W18x35 at Lobby w/ Cover Plate Load Vertical Reactions Load Combination Max Upward from load Cases DOnly +D+L +D+0.750L +0.60D L Only Support 1 9.004 4.211 13.215 10.964 2.526 9.004 Support notation : Far left is#' Support 2 9.078 4.239 13.317 11.047 2.544 9.078 (c) ENERCALC INC 1983-2022 Values in KIPS 8 ncse -:•• :r '• f► c!f _ I 1f ~ (._,!•' • : ' • • • ' r • ~ I' r~ pacific coast structural engineemg 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com I General Section Property Calculator Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 Printed 22 DEC 2022 2 qA~. 9 Project File: 222040 Trump Card Tl.ec6 I UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: Strengthened W18x35 Beam above Lobby (with WT) Final Section Pro erties Total Area 14.651 in"2 Calculated final C.G. distance from Datum : X cg Dist. 0.0 in Y cg Dist. -3. 738 in Edge Distances from CG. : +X -X 4.0 in -4.0 in lxx lyy z.xx Zyy +Y -Y 966.80 in"4 33.903 in"4 103.263 in"3 15.062 in"3 12.588 in -9.112 in Rotation of All Components@J 0.00 deg ccw I X ------- CG.. ------------. CG y Steel Shapes -W18x35 :1 Area = 10.155 in"2 -WT4x15.5: 2 Area = 4.496 in"2 Sxx : -Y Sxx : +Y Syy : -X Syy: +X r xx r yy Rotation = Xcg = 0 deg CCW 0.000 in Ycg = Rotation= Xcg = Ycg = 0.000 in 180 deg CCW 0.000 in -12.182 in 106.10 in"3 76.804 in"3 8.476 in"3 8.476 in"3 8.123 in 1.521 in pcse ;' ;• ,'. ~I, ,1'C 1 't \. !uft• • ~ . • • • • • , r; pacific coast structural engineemg 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 10 Pnntea .JE\.. 2 ,u qM General Beam Analysis Project File: 222040 Trump Card Tl.ec6 LIC#: KW--06015957. Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: Strengthened W18x35 Beam at Lobby (with Cover Plate) General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 31.833 ft Area= 15.218 in"2 Moment of Inertia = 787.90 in"4 X Span ~ 31 833 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0310, L = 0.080 ksf, Tributary Width = 1.60 ft, (Typical Floor Load) Point Load : D = 5.758, L = 14.007 k@ 16.0 ft, (W10x60 Replacing Lobby Columns) Uniform Load : D = 0.0350 k/ft, Tributary Width= 1.0 ft, (W18x35 Self Weight) Uniform Load : D = 0.01723 k/ft, Extent= 5.306 -» 26.528 ft, Tributary Width= 1.0 ft, (Cover Plate) DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 185.405 k-ft +D+L Span# 1 16.076 ft 0.848 in 0.013 in 1.244 in 0.004 in Maximum Forces & Stresses for Load Combinations Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 450 30007 307 106322 Deflection OK Load Combination Segment Length Max Stress Ratios Summary of Moment Values (k-ft) Span# M V ~M~m_ax_+ __ M_m_a_x ___ M_a ___ M_a_x--M~n_x_M~n-~-0-m-e-ga_C_b_R~m- Overall MAXimum Envelope Dsgn. L = 31.83 ft 185.41 185.41 DOnly Dsgn. L = 31.83 ft 58.26 58.26 +D+L Dsgn. L = 31.83 ft 185.41 185.41 +D+0.750L Dsgn. L = 31.83 ft 153.62 153.62 +0.60D Dsgn. L = 31.83 ft 1 34.95 34.95 Overall Maximum Deflections 13.501 k +D+L Span# 1 31.833 ft Shear Values (k) Va Max VnxVn~Omega 13.50 4.42 13.50 11.23 2.65 Load Combination Span Max. • -• Defl Location in Span Load Combination Max. •+· Defl Location in Span +D+L 1.2440 16.076 Vertical Reactions Load Combination Support 1 Support 2 Overall MAXimu_m _____ 13.39-,.---n:5"or-- Overall MINimum D Only +D+L +D+0.750L +0.60D L Only 4.393 13.397 11.146 2.636 9.004 4.423 13.501 11.232 2.654 9.078 Support notation : Far left is#' 0.0000 0.000 Values in KIPS ti Trump Card Tl 1900 Wright Pl, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1220331, -117.2890583 , Patorr, ar 4 -ft 'r1>0rr ,90' Marquee Staffing T Sigma Connectivity9 Ho. Suites by Hilton Carlsbad OSHPD Alphatec Spine 9 ' ft Regus -Carlsbad -T Cornerstone Corporate Google ft Avanti Wo rkspace~ Palomar Heights Plaza T Y Map data ©2022 Date 1119/2022, 5·53.51 AM Design Code Reference Oocument ASCE7·16 Risk Category II Site Class O. Default (See Section 11.4.3) Typo V•lue Description Ss 1.009 MCER ground motion. (for 0.2 S8<Xlnd period) s, 0 367 MCER grourod motion. {for 1.0s penod) s ... 1.211 Site-modified spectral eceeleraUon value SM1 null -See Section 11.4.8 Sile-modified spectral ~ration value Sos 0 808 Numeric seismic design value at O 2 second SA So, null •See SecOon 11.4.8 Numenc setsrNC design value at 1.0 second SA Typo Value Description soc null •See Sec110n 11.4.8 Seisrnl<des,gnca1ego<y F, 1 2 Site amphficabon fadof al 0.2 second F, null -See Section 11.4 8 Site amplification foctor at 1.0 second PGA 0.442 MC"<; -ground acce1eraboo FPGA 1.2 Site amptification factor at PGA p~ 0 531 Site modified peak ground acceleration TL 8 Long-period lrans.ttM)f'I penod in seconds SsRT 1.009 Probabilisbc risJHargeted grouod motion. (0.2 second) SsUH 1.126 Factored unlfotm..hazard {2% p,obabtltty of exceedance in 50 years} spec1ral acceleration SsO 1.5 Fac::tored detenn1nistM: acoehnatton value. (0.2 second) SIRT 0.367 Probabtlistic nsk-tergeted ground motion. (1.0 second) SIUH 0.404 Factored uniform-hazntd (2% probability of exceednnce In 50 years) spectral acceleration. $10 06 Factored delermff'liStic acce'8faboo value (1 0 second) PGAd 0.5 Factored delMmmtsttc xceter■I10n value. (Peak Gtouna AocftleraUon) PG'\Ja 0.442 Ul"llrorm-hAzard (2% probability of exceedanc.e In 50 years) Peak Ground Acceleration CRs 0.897 Mapped vakJ8 of the risk coefficient al Shor1 periods c., 0.907 Mapped viWU& of the risk coefficient at a period or 1 s Cv 1,302 Verttcal eoelflcief'lt 12 DISCLAIMER While the information presented on this 'tWbsite is befieved to be corred. ~ IQ§!L~ and its sponsors and cootribulOfs assume no responsibility Of liability for Its accuracy. The matenal Pfes&nled in this web applk:ation should not be used or retied upon for any specif,c appficabon wi(houl c:ompelenl exarninatJOO and venfication ot its accuracy, suilabfl1ty and apphcabitity by engineers Of other licensed prolessaonals. SEAOC I OSHPO do l"I()( intend that the use of this information replace the sound Judgment of such comperent p,ofessionals. h.e:Vflg experience and knaNkKlge in the field of practtee. nor to substitute (Of the standard of care required of such prohtssK>nal$ n interp,ering and appfying the resultS of the seismic data provided by this webs1le. Users of lhe informabon from this website assume al ,ability ansing from such use. Use of the outpul of tNs website does not impty appf'O'lal by the goveming ~ code bodies respons1bkt for bt.iilding code .-ppro\lal and interpretation for lhe budding site described by lab~ location 1n the search results of this website. 13 pacific coast structural engineering, llc 3016 cammrto niquel Project: ___ 22_2_04_0_Tr_um_p_C_ar_d _Tl __ _ san d1ego. ca 92117 858.270.3796 www.pcse-sd.com Prepared By: __ w_A_L _ Date: 211512023 • • Ir , }'· , 11 • t , yµrcat-Switchback--Sieet-S-tai· j + -1-... • t I t 1 -I--,---+ t ·--I jf!~+ t j t•.,. rt ----~-._..__,_....,_....~.---I-; I I I -f--+-+-......... L+-t i I --+-,-I I I ! I j I I I I I I ! I I i I I I I II., V !Vi.-:-,.,. I I -1 -I -, I ---/ '1 _, Li) -·I : M'"' L Y. l b/ ,1-/--+-l---+--+--+~~~~'wf--+I' ~ <'--11 ~ ~I .. ((\ L~ l(J I 'I .....;1 10 I l I I I - -o Lc5 I I k J I /4 I I I "' --..,.. ~-, I ._ ,... I I I I I I I I I I I I i w, I I : ~-=~tL=Jl.~-~v=. ~=i =~==;==~==~=~=~~=t=:t==~=~=tt=±==it=t==i==t=±==tj J -t __ ,.__ I . [ t '--L-( t .. -1--1---+-1--I-•• I--+-+-+-+-1---+-+-I- t-I t • I I I I . l I + i I I --I r---• .. •--+ ... -~ --,-- 1 I ~f- l I 1 pacific coast structural engineerng 3016 caminito niquel Project Title: Engineer: Steel Stairs WAL 14 san diego, ca 92117 phone: 858.270.3796 Project ID: Project Descr: Typical Switchback Steel Stairs (Channel Stringer) website: pcse-sd.com email: info@pcse-sd.com Pnnted 9 NOV 2022 3.08AM Project File: 217003 spectrum iv stairs.ec6 UC#: KW-06015957, Build:20.22.5.10 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: B1 Landing Pan Support CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method :Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Vertical Leg Up • D(0.08525J L(0.2750) L3x3x1/4 Span = 4.50 ft Fy : Steel Yield : E: Modulus : (c) ENERCALC INC 1983-2022 36.0 ksi 29,000.0 ksi Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0310, L = 0.10 ksf, Tributary Width= 2.750 ft, (Pan w/ 2" Cone Fill) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.603: 1 L3x3x1/4 0.924 k-ft 1.532 k-ft +D+L Span# 1 0.071 in Ratio= 0.000 in Ratio = 0.095 in Ratio= 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Maximum Shear Stress Ratio = Section used for this span Va: Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 755 >=360. 0 <360.0 569 >=180 0 <180 Span: 1 : L Only Span: 1 : +D+L Summary of Moment Values Segment Length Span# M V Mmax+ Mmax -Ma Max Mnx Mnx/Omega Cb Rm DOnly Dsgn. L = 4.50 ft 0.149 0.021 0.23 0.23 2.56 1.53 1.00 1.00 +D+L Dsgn. L = 4.50 ft 0.603 0.085 0.92 0.92 2.56 1.53 1.00 1.00 +D+0.750L Dsgn. L = 4.50 ft 0.490 0.069 0.75 0.75 2.56 1.53 1.00 1.00 +0.600 Dsgn. L = 4.50 ft 1 0.089 0.013 0.14 0.14 2.56 1.53 1.00 1.00 Overall Maximum Deflections Design OK 0.085: 1 L3x3x1/4 0.8216 k 9.701 k +D+L 0.000 ft Span# 1 Summary of Sfiear Values Va Max VnxVnx/Omega 0.20 16.20 9.70 0.82 16.20 9.70 0.67 16.20 9.70 0.12 16.20 9.70 Load Combination Span Max."." Dell Location in Span Load Combination Max. "+" Defl Location in Span +D+L Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+L +D+0.750L +0.60D L Only Support 1 0.822 0.122 0.203 0.822 0.667 0.122 0.619 0.0949 2.263 Support 2 0.822 0.122 0.203 0.822 0.667 0.122 0.619 Support notation : Far left is #1 0.0000 0.000 Values in KIPS pacific coast structural engineerng 3016 caminito niquel Project Title: Engineer: Project ID: Steel Stairs WAL 15 pcse san diego, ca 92117 phone: 858.270.3796 Project Descr: Typical Switchback Steel Stairs (Channel Stringer) : j ... •I-•'_' ,, ~-.'►' . -: . . . . . ,--: website: pcse-sd .com email: info@pcse-sd.com Printed 9 NOV 2022. J JBAM Steel Beam Project File: 217003 spectrum iv stairs.ec6 UC# : KW--06015957. Build:20.22.5. 10 DESCRIPTION: 82 Inside Stringer PACIFIC COAST STRUCTURAL ENGINEERING, LLC CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Properties Analysis Method :Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Vertical Leg Up 0020 0 0 07750 L 0.250 MC12x106 Span = 12.0 rt Fy : Steel Yield : E: Modulus : (c) ENERCALC INC 1983-2022 36.0 ksi 29,000.0 ksi Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0310, L = 0.10 ksf, Tributary Width = 2.50 ft, (Pan w/ 2" Cone Fill) Uniform Load : D = 0.020 k/ft, Tributary Width = 1.0 ft, (Guardrail) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Ma: Applied Mn / Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.309 : 1 MC12x10.6 6.446 k-ft 20.838 k-ft +D+L Span# 1 0.073 in Ratio= 0.000 in Ratio= 0.105 in Ratio= 0.000 in Ratio= Maximum Forces & Stresses for Load Combinations Load Combination rvtax Slress Ra!1os Maximum ShearStress Ratio= Section used for this span Va : Applied Vn/Omega : Allowable Load Combination 1,970 0 1376 0 Location of maximum on span Span # where maximum occurs >=360. <360.0 Span: 1 : L Only >=180 Span: 1 : +D+L <180 Summary of Momeni v'alues Segment Length Span# M V Mmax+ Mmax-Ma Max Mnx Mnx/Omega Cb Rm DOnly Dsgn. L = 12.00 ft 0.093 0.022 1.95 1.95 34.80 20.84 1.00 1.00 +D+L Dsgn. L = 12.00 ft 0.309 0.073 6.45 6.45 34.80 20.84 1.00 1.00 +D+0.750L Dsgn. L = 12.00 ft 0.255 0.060 5.32 5.32 34.80 20.84 1.00 1.00 +0.60D Dsgn. L = 12.00 ft 1 0.056 0.013 1.17 1.17 34.80 20.84 1.00 1.00 Overall Maximum Deflections Design OK 0.073 : 1 MC12x10.6 2.149 k 29.490 k +D+L 0.000 ft Span# 1 Summary of Sfiear v'alues Va Max VnxVnx/Omega 0.65 49.25 29.49 2.15 49.25 29.49 1.77 49.25 29.49 0.39 49.25 29.49 Load Combination Span Max. "-" Dell Location in Span Load Combination Max. "+" Deft Location in Span +D+L Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+L +D+0.750L Support 1 2.149 0.389 0.649 2.149 1.774 0.1047 6.034 Support 2 2.149 0.389 0.649 2.149 1.774 Support notation : Far left is #' 0.0000 0.000 Values in KIPS ··ucse jP') H ,1• tt Jrr!11tcctur•, 1 'C • , ·r;r ,,. PP' 1l 'l 1',G Steel Beam pacific coast structural engineemg 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Steel Stairs WAL 16 Typical Switchback Steel Stairs (Channel Stringer) Printed 9 NOii 2022 3 08AM Project File: 217003 spectrum iv stairs.ec6 UC#: KW-06015957, Build:20.22.5.10 DESCRIPTION: 82 Inside Stringer PACIFIC COAST STRUCTURAL ENGINEERING. LLC (c) ENERCALC INC 1983-2022 Vertical Reactions Load Combination +0.60D L Only Support 1 0.389 1.500 Support 2 0.389 1.500 Support notation : Far left is #1 Values in KIPS pacific coast structural engineemg 3016 caminito niquel Project Title: Engineer: Steel Stairs WAL 17 pcse san diego, ca 92117 phone: 858.270.3796 Project ID: Project Descr: Typical Switchback Steel Stairs (Channel Stringer) dt1\,ljf' ,'. ·t j/ I 11 ~ I ,'t l'(J t' wl'(1' • t'f 1 1 'I(! website: pcse-sd.com email: info@pcse-sd.com Pnn1 d CJ NOV .2 3 8AM Steel Beam Project File: 217003 spectrum iv stairs.ec6 UC#: KW-06015957, Build:20.22.5.10 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: B3 Landing "Header" CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method :Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Vertical Leg Up 0(0 6S>!°-Oti6 l ( 1 50) 0(0.12~ Lf 0 .20) C8x11 5 Span = 10 750 n Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksi J Applied loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0310, L = 0.10 ksf, Tributary Width = 2.0 ft, (Treads w/ 2" Cone Fill) Point Load : D = 0.650, L = 1.50 k @ 5.125 ft, (Inside Stringer) Point Load : D = 0.650, L = 1.50 k @ 5.625 ft, (Inside Stringer) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Load Combination Segment Length Span# D Only Dsgn. L = 10.75 ft 0.254 +D+L Dsgn. L = 10.75 ft 0.865 +D+0.750L Dsgn. L = 10.75 ft 0.712 +0.60D Dsgn. L = 10.75 ft 0.152 Overall Maximum Deflections 0.865: 1 C8x11.5 14.970 k-ft 17.299 k-ft +D+L Span# 1 0.206 in Ratio = 0.000 in Ratio= 0.292 in Ratio= 0.000 in Ratio= Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 624 >=360. O <360.0 442 >=180 0 <180 ummary o Span: 1 : L Only Span: 1 : +D+L V Mmax+ Mmax -Ma Max Rm 0.046 4.39 4.39 28.89 17.30 1.00 1.00 0.159 14.97 14.97 28.89 17.30 1.001.00 0.131 12.33 12.33 28.89 17.30 1.00 1.00 0.028 2.64 2.64 28.89 17.30 1.00 1.00 Design OK 1.05 3.62 2.98 0.63 0.159: 1 C8x11.5 3.620 k 22.764 k +D+L 0.000 ft Span# 1 38.02 38.02 38.02 38.02 22.76 22.76 22.76 22.76 Load Combination Span Max.·-· Den Location in Span Load Combination Max."+" Den Location in Span +D+L 1 0.2919 5.406 0.0000 0.000 Vertical Reactions Support notation : Far left is #' Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.620 3.620 Overall MINimum 0.627 0.627 '"PCSe ,~r• ;r ,•, •• ,!' • •. • ,' 1• ,: ' ' 'I • ' : Steel Beam pacific coast structural engineemg 3016 caminito niquel san diego. ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Steel Stairs WAL 18 Typical Switchback Steel Stairs (Channel Stringer) Printed 9 NOV 2022. 3 08AM Project File: 217003 spectrum iv stairs.ec6 UC#: KW-06015957, Build:20.22.5.10 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: 83 Landing "Header" Vertical Reactions Support notation : Far left is #1 Load Combination DOnly +D+L +D+0.750L +0.600 LOnly Support 1 1.045 3.620 2.976 0.627 2.575 Support 2 1.045 3.620 2.976 0.627 2.575 Values in KIPS pacific coast structural engineerng 3016 caminito niquel Project Title: Engineer: Project ID: Steel Stairs WAL 19 ·11cse san diego, ca 92117 phone: 858.270.3796 Project Descr: Typical Switchback Steel Stairs (Channel Stringer) !1 ,' ,', •I •' • • • , l '. ' • ' website: pcse-sd.com email: info@pcse-sd.com Pnnted. 9 NOV 2022 3 OBAM Steel Beam Project File: 217003 spectrum iv stairs.ec6 UC#: KW-06015957, Build:20.22.5.10 DESCRIPTION: B4 Landing Edge PACIFIC COAST STRUCTURAL ENGINEERING, LLC CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method :Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Vertical Leg Up -♦ C12x2O.7 Span = 10. 750 ft Fy : Steel Yield : E: Modulus : (c) ENERCALC INC 1983-2022 36.0 ksi 29,000.0 ksi 1 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0310, L = 0.10 ksf, Tributary Width = 2.0 ft, (Pan w/ 2" Cone Fill) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma :Applied Mn / Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.089: 1 C12x20.7 4.084 k-ft 45.988 k-ft +D+L Span# 1 0.016 in Ratio= 0.000 in Ratio= 0.023 in Ratio= 0.000 in Ratio= Maximum Forces & Stresses for Load Combinations Load Combination II/lax S!ress Ra!1os Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 7,993 >=360. 0 <360.0 5655 >=180 0 <180 Span: 1 : L Only Span: 1 : +D+L Summary of Momeni l7alues Segment Length Span# M V Mmax + Mmax -Ma Max Mnx Mme/Omega Cb Rm D Only Dsgn. L = 10.75 ft 1 0.026 0.010 1.19 1.19 76.80 45.99 1.00 1.00 +D+L Dsgn. L = 10.75 ft 0.089 0.035 4.08 4.08 76.80 45.99 1.00 1.00 +D+0.750L Dsgn. L = 10.75 ft 0.073 0.029 3.36 3.36 76.80 45.99 1.00 1.00 +0.60D Dsgn. L = 10.75 ft 1 0.016 0.006 0.72 0.72 76.80 45.99 1.00 1.00 Overall Maximum Deflections Design OK 0.035: 1 C12x20.7 1.520 k 43.769 k +D+L 0.000 ft Span# 1 Summary of Sfiear l7alues Va Max VnxVnx/Omega 0.44 73.09 43.77 1.52 73.09 43.77 1.25 73.09 43.77 0.27 73.09 43.77 Load Combination Span Max."-" Def! Location in Span Load Combination Max. "+" Def! Location in Span +D+L 1 0.0228 5.406 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.520 1.520 Overall MINimum 0.267 0.267 DOnly 0.445 0.445 +D+L 1.520 1.520 +D+0.750L 1.251 1.251 +0.60D 0.267 0.267 L Only 1.075 1.075 pacific coast structural engineerng 3016 caminito niquel Project Title: Engineer: Steel Stairs WAL 20 san diego, ca 92117 phone: 858.270.3796 Project ID: Project Descr: Typical Switchback Steel Stairs (Channel Stringer) website: pcse-sd.com email: info@pcse-sd.com Printed 9 NOV 2022 3 09AM Steel Beam Project File: 217003 spectrum iv stairs.ec6 UC#: KW--06015957, Build:20.22.5.10 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: B5 Outside Stringer CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties (c) ENERCALC INC 1983-2022 Analysis Method :Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksi Vertical Leg Up 0(1 045) L(2 580) v 0 (0.06975 L 0.2250 C12x20 7 Span = 16.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load : D = 0.0310, L = 0.10 ksf, Extent= 0.0 --» 12.0 ft, Tributary Width = 2.250 ft, (Pan w/ 2" Cone Fill) Point Load: D = 1.045, L = 2.580 k@ 12.0 ft, (83 Landing Header) Point Load : D = 0.440, L = 1.080 k@ 15.750 ft, (84 Landing Edge) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.377: 1 C12x20.7 17.326 k-ft 45.988 k-ft +D+L Span# 1 0.149 in Ratio= 0.000 in Ratio = 0.210 in Ratio = 0.000 in Ratio= Maximum Forces & Stresses for Load Combinations Maximum Shear Stress Ratio = Section used for this span Va: Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1,289 >=360 0 <360 914 >=180 0 <180 Span: 1 : L Only Span: 1 : +D+L Load Combination Max Stress Ratios ______ S_u_m_m_a_ry.:.._o_f M_o_m_e_nt_V_a_lu_e_s _____ _ Segment Length Span # M V Mmax + Mmax • Ma Max Mnx Mnx/Omega Cb Rm D Only Dsgn. L = 16.00 ft +D+L Dsgn. L = 16.00 ft +D+0.750L 0.110 0.377 Dsgn. L = 16.00 ft 0.310 +0.60D Dsgn. L = 16.00 ft 1 0.066 Overall Maximum Deflections 0.039 0.130 0.107 0.023 5.06 17.33 14.26 3.04 5.06 17.33 14.26 3.04 76.80 76.80 76.80 76.80 45.99 1.00 1.00 45.99 1.00 1.00 45.99 1.00 1.00 45.99 1.00 1.00 Design OK 0.130 : 1 C12x20.7 5.707 k 43.769 k +D+L 16.000 ft Span# 1 Summary of Shear Values Va Max VnxVnx/Omega 1.70 73.09 43.77 5.71 73.09 43.77 4.70 73.09 1.02 73.09 43.77 43.77 Load Combination Span Max."." Defl Location in Span Load Combination Max."+" Deft Location in Span +D+L 1 0.2101 8.411 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 1mum 3.306 5.707 i·pcse ~··' ; ,', •• ,!' ,-•. " ...... : ,: --. • .. . ~ :: Steel Beam pacific coast structural engineemg 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Steel Stairs WAL 21 Typical Switchback Steel Stairs (Channel Stringer) Printed 9 NOV 2022 3 09AM Project File: 217003 spectrum iv stairs.ec6 UC#: KW-06015957, Build:20.22.5.10 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: 85 Outside Stringer Vertical Reactions Support notation : Far left is #" Load Combination Overall MINimum D Only +D+L +D+0.750l +0.600 LOnly Support 1 0.574 0.957 3.306 2.719 0.574 2.349 Support 2 1.018 1.696 5.707 4.704 1.018 4.011 Values in KIPS .- ,. ' . • ' ,___ I 1--• I-- I ,___ ,___ ,___ ,___ 22 pacific coast structural engineering, llc 3016 camm1to mquel Project: ___ 2_2_20_4_0_T_ru_m_p _Ca_rd_T_I __ _ san diego. ca 9211 7 858 270.3i96 www pcse-sd.com ! Prepared By: __ w_A_L _ Date: 2/1 5/2023 ' I . I I I I I I ,_.r Connectr·l,,..,i'..,11......+--"t--'-!--ll---+----+----,.--i------,-t I + I T +-. t . . . I ! I ' I I I I I I I '\;-/ SliCOTti ' I I I I I I I I I i ! I -i-I I I i [ I i I I I .~,---~ >•. +-+-!--!-1 '21;~ 14• ai 3 M.sls 1 -i • -,.-~ b 0K I -!> r + j t I --. - i -+ . 1 r + I I - -t t t-t-I f + ------j I ' i I >---+-+-+--t-+-+--1-+-+--t-+-+--+-t-+-+-t-+-+-1-+---+-+-+-t--+-+-1--+-+-1--+--1_Lr-+--·--l--__Jl1--.-1--1--~1--1-_"-1----+--~+ I ' l l l ' I + i I I t- ! •- . I I ---l--l---1--.1---1--,--1-.--11--+---+-. _,_.-_. l I - ' I 1 I I + • I I I + ! ~ l + . i __ _._ ........... 1_,__ i _..__,__... I--+ i I T I I I I I I i t-r-T r . I '--.. t- t I j I l H '- j : ~ -~ ~ , I I '- I I I I i -~-~-1-,----t--~--l ~ .,.. t--J.. ~ 23 pacific coast structural engineering, He 3016 cam,mto mquel Project: ___ 22_20_40_T_ru_m_p C_a_rd_TI __ _ ,. ' , t • I san d1ego. ca 92117 858.270.3796 www pcse-sd com Prepared By: __ W_A_L_ Date: 2/15/2023 . I I I I ' • I I • • j' I • ~>-+-_,__~1_,_1-'---+---r-'-~ ~Lbndjihg 1Headel'i to Outside Stringer Qonne~~tidn 1 : .. : =:__._ f I -+-I , I I H CLOSE. CP -.'\ I i __ ,.._ t--t 12 G~. ,----. \ ,-,-t.ll l+AI:-b~ ~ ,._ __.. I I -Pl \y, I I ' ,._ t-~ -, ~ I J.,, ;2 S/ "o I .8. ...... v -~--+-''--+--+-----1----+,-l----+---+---I ,- ,-,- ............ ---.-+.,---<l STR. fJ~[F '\, I I\ I . I_ t .l t , _l _ .. I 1 t t j I , :;, iL;UU l j-, , :J\!.IU IU t t 1T l--+--+-+~-~4-+--+-+--l-l--+---l-+--l--1---~--l----l---1----,.'-~-1--+----1---1 -I t d.+ ; • · i 1---1---IJ! ,1:.c>/l,1~-3-t'-R dtc r-1 ~ ~B-:-s+---1 1 • 1 } ~ , '¥ :t + S1,t 1 1 01'~"7 ~-)-"t""---3"" ........ G~e&-11 -~ c~{ ... .. . ,- ~ I t !' I I •• Ltl ll '111 I I I I I I t-----'"-+-t-+-+-+-+' -+-. _.._I ,_j.._..._ t t-,-, t- i I • I t ~ ..... -, , 9 St l 1 "'L-. :J I l l t + +-+-+ .. L omwme_ ---rrrn3_s_~e.c. . ...._. _ __._~ _ +---,--t __ ---+--! +-+-+---+-+ H · ~ r ~-! t I L • • 121a4 +1-1 i~dt m,4 1 .2:1-0 .±... ... 6;30-=+-.a~ill_ -> +DK lfTTTT 1 1l··I 24 pacific coast structural engineering, lie 3016 cammrto niquel Project: ___ 2_2_20_4_0 _Tru_m_p_C_a_rd_T_I __ _ san dtego. ca 92117 1• I . '. . 858270.3796 W\VW pcse-sd com Prepared By: __ w_A_L -Date: 2/15/2023 ' I I L I I I . I I l I I • t . • I +-+--___ +--t -+-+--+--_,_____ __.._ ~ i -~-------._ _ +----+----t1 Outside Stringer to Structuralt Bea rm I l 1 1 j ·I---+·---:.....---,-+ __ _:_ ____ __:__ t ~-+--,-- '- - '--- Et ~ '--1-- l=r- ,___ I---+--,___ L..+.-+-- '--- --fi-~ I ' ' i I I ' i I I I ' ' I I I --+-1--~-+-l------'---+--__.;._--'--.;...._ '-l----l.-......---l----1 I ' I I I i ; I ' I I V ! ' ! 6M P lR "Plr.J:('l, ,r-4,;:~-._ -it--lH-,,. ++\S.~~+--+--7-d-..,-+-+--l--+-+--+---l---l--1...--1f---+i --l---l----1 --+-+--+--+-l-'lo,,ft-:f ~ "\ .___l..J I I \ I I ! ! I ', ~ ;1Rt~ OCR , • -..... ~,,., ... "4---+------1f---+---!--l----+-------+---l---+-+----+---I---I I .1 l 1 1 • 1-I I t , t I r -_ ~!v 111 , ... ;z:r,-, 1u \ f I j I I t + 1 t-+ r I r J 1 ! ! j I . I -~[ i +.1 t ,.. ! -;. f ; ~- •-+-,.le 1.-;u"' ., .... ~ te-tc, -:,~-r+Strmge;r-t: onn i 1 ~I -+-t---+--r-+--,-■ 1 1"'"+t'I f , t 1-.,,. • • .~. I . .. 1, I ' I pacific coast shuctural engineering, He 3016 camirnto rnquel san diego. ca 92117 858.270.3796 4 F'~ , ,. l l l I r - 25 Project: ___ 22_20_40_T_ru_m;.....p c_a_rd_TI __ _ WAL Prepared By: ___ _ Date: 2/15/2023 I I _j - ' ~)1 1~-1-- 1 I I _.fl \ pro I I I ·'.+-t m • I L I I t•h I . l -:--+-----r ~ . ~-~ .- pacific coast structural engineerng 3016 caminito niquel Project Title: Engineer: Steel Stairs WAL 26 'pcse san diego. ca 92117 phone: 858.270.3796 Project ID: Project Descr: Typical Switchback Steel Stairs (Channel Stringer) ~1• , : ' :, '.-! ' • f 1 _ ~ u'' website: pcse-sd.com ! ; . ' '. • • --: email: info@pcse-sd.com Printed 9 NOV 2022 3 '0AM Steel Beam Project File: 217003 spectrum iv stairs.ec6 UC# : KW--06015957. Build:20.22.5.10 DESCRIPTION: Handrail PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method PJlowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Vertical Leg Up Fy : Steel Yield : E: Modulus : 35.0 ksi 29,000.0 ksi ~----------~~----------==L,.,,(0::.·,;.f;:::5;:::0L) _________ ~------------ Pipe1-112 Std Span z 4 .0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : L = 0.050 k/ft, Tributary Width = 1.0 ft, (Live Load) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma :Applied Mn / Omega : Allowable Load Combination Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.143: 1 Pipe1-1/2 Std 0.105 k-ft 0.735k-ft +D+L Span# 1 0.034 in Ratio= 0.000 in Ratio = 0.036 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1,409 >=360 0 <360 1336 >=180 0 <180 Span: 1 : L Only Span: 1 : +D+L Load Combination Segment Length Max Stress Ratios _______ S_u_m_m_a_ry;:__o_f M_o_m_e_n_t V_a_l_ue_s ______ _ Span# M V Mmax + Mmax • Ma Max Mnx Mme/Omega Cb Rm DOnly Dsgn. L = 4.00 ft +D+L Dsgn. L = 4.00 ft +D+0.750L 0.007 0.001 0.143 0.022 Dsgn. L = 4.00 ft 0.109 0.017 0.001 +0.600 Dsgn. L = 4.00 ft 1 0.004 Overall Maximum Deflections 0.01 0.11 0.08 0.00 0.01 0.11 0.08 0.00 1.23 1.23 1.23 1.23 0.74 1.00 1.00 0.74 1.001.00 0.74 1.00 1.00 0.74 1.00 1.00 Design OK 0.022: 1 Pipe1-1/2 Std 0.1055 k 4.716 k +D+L 0.000 ft Span# 1 Summary of Shear Values Va Max VnxVnx/Omega 0.01 0.11 0.08 0.00 7.88 7.88 7.88 7.88 4.72 4.72 4.72 4.72 Load Combination Span Max."." Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+L 1 0.0359 2.011 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.1 05 0.105 Overall MINimum 0.003 0.003 D Only 0.005 0.005 +D+L 0.105 0.105 +D+0.750L 0.080 0.080 +0.600 0.003 0.003 L Only 0.100 0.100 Guardail Post Design Checks Round Post Properties Section P1 .5 STD Outside d 1.9 in Inside d 1.63 in t 0.135 in Fy 35 ksi E 29000000 psi s I z 0.309 in3 0.293 in4 0.421 in3 1229.01 lb-in 735.94 ft-lb Guardrail Post Loads P 200 lb L 42 in Ma Ma Unity 8400 lb-in 700.00 lb-ft 0.951 Deflection Check t:. 0.58 in <= OK Mn= FyZ 0 = 1.67 Fillet Weld to Base Plate or Stringer Check Weld Size 1 /4 in 2.84 in~ fb weld 2962. 7 lb / inch weld fb weld = M / Sw Req'd Weld Size JOB 222040.00 Trump Card Tl SHEET NO. CALCULATED BY WAL DATE 11/9/22 S= 1r{r;-r~) = 1r(~ -dt) 4r2 32d2 0.200 in OK Req'd Weld= fbweld / (✓2 / 2 x .3 x 70 ksi) 27 28 I I pacilic coast snctural engineering, lie 3016 camm1to niquel san diego. ca 92117 Project: 222040 Trump Card Tl ,. I 858.270.3796 . t . I t www pcse-sd.com Prepared By: WAL 2/15/2023 Date: Mbdifibd Frarr ino for New Medhanical "Pocket I . I Existidg recorI drawin~s show T JM joists wer~ designed for 13 2 p~f l.oad (32 pi f DL +8d psf LL➔ 20 psf partition) --S~ei::FI errl re-:tnal~sist=->--•T,... '..,_-. iT,oment-per-designioadsis+28~ -7-2-1\-;l I • -~-,-..-.;.- i-• I • ! I . t • t-1'" + I ' See s~patic3te Ene calc.-an~lysi~f actual loads on T JMI joist at ~dg, ?f p,ecran I I cal pocket . - I . . -' ----. -1 1v14x11 n~m 111urr 1e,11 t"'.:-': -~ = -~-ll _..,.,:~1-'t'' v" II L.7o uvt::fSl1 0 r ~:"_' ;u --vUtt::11\:jl,ltvll I J~ uy dUUll l\:j lU lU!r' the :-~ ,., 28 17? k-ft l- , T 1 chi rd , '""'r enc h wheri •-orininaf de.$ig n i . ~ t T f . -. I i I i . • f I I i + + + j_ • r -. • I I + I ' t -I + i i t ----t I . f t -t I ' f I t -I I I I t ! f ~---. . . ~ + I I . ->-·--l i t I + t t I r I t r • I --+ ' ' \+ t I I ------l-----t + --t + -• t . f I --t t t --,--+------t j I ~ --t· - I t t + + . t +-. + I • -T ' -~ - I +l-......L t -~ f ~. i I ! t l . L-t i ; + • -+ --- l f I l I -l --l i l . . • I + ,--+ + I i ' ' t I -t ,_ ..... -r-• -t ---I t -+ I + + t - ! ~ i f i I --. • --t I + -I + + + + -•--~ -I ! I ! • . -+ 1 I l ' . -+ + • -. + + + + + ~ r . I + t . L--~ •·r + -f t . t + -r-. r t f •· r +-~ -r + I ' ,-. -~~ t . t ! I -I-I t -i ·• -I-~ ~. .... --;-. •· ·-+ + -t I I j I I . i + ,...T ... t --+ -. ~ +-I i I ~ I I + . -• • . 1 • I -+ + i ' . + + +-j. I ' I ~- I + t + f ~ I I --' I + . + + l ! . 1. ~~-l j ~ + ~ t . I ' . -t -t I + .-\ I . f I I I + t -r I ' l . I 7 I r -l t • I ' I -I f I • -t r t • I f . j f >-_j_ + I I I I I I 1 • . I + I I + I r , ---~ +-·-+ t --~+ . -~ i --i i I ~! I + ~-t--I I -+ ..... I +. ' I I + I ' ! t + I • f I r + f ~ I f I I I I I f-........ ' + t -+-• -+ ,_ -f--f--+ -r: + I I ,_ ; I ·-i -=-1 + -. - 1 I t i I I + ' I ' Pcse drs:qn ,', tt1 ,Ht 1 :1, t·H•' J 'd e· -1·1)r "'t--r: • : c pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 29 p.,r,,e1 16 rEB 202 9 1 1PM General Beam Analysis Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: T JM at Center Bay -Original Design General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 32.667 ft Area= 10.0 in"2 Moment of Inertia 100.0 in"4 0 {_0.05 1~) LO 16 X X Span = 32.667 n Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0320. L = 0.10 ksf, Tributary Width = 1.60 ft, (Floor Loading) DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 28.172 k-ft +D+L Span# 1 16.334 ft 1.425 in 0.023 in 1.881 in 0.004 in Maximum Forces & Stresses for Load Combinations Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 275 17331 208 90266 3.450 k +D+L Span# 1 0.000 ft Load Combination Max Stress Ratios Summary of Moment Values (k-ft) ---------'------------''---'------Shear Values (k) Segment Length Span # Overall MAXimum Envelope Dsgn. L = 32.67 ft 1 DOnly Dsgn. L = 32.67 ft +D+L Dsgn. L = 32.67 ft +D+0.750L Dsgn. L = 32.67 ft +0.60D Dsgn. L = 32.67 ft 1 M V Mmax + Mmax -Ma -Max Mnx Mnx/Omega Cb 28.17 6.83 28.17 22.84 4.10 28.17 6.83 28.17 22.84 4.10 Overall Maximum Deflections Load Combination +D+L Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+L +D+0.750L +0.60D L Only Span Support 1 3.450 0.836 3.450 2.796 0.502 2.613 Max.•-• Defl Location in Span Load Combination 1.8809 16.497 Support notation : Far left is #1 Support 2 3.450 0.836 3.450 2.796 0.502 2.613 Rm Va Max VnxVnx/Omega 3.45 0.84 3.45 2.80 0.50 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS Pcse dP...,llW ,•, u, arr. 'r .l ... t'' [! • " ~ '' ( l I , I ' ' ': I Wood Beam pacific coast structural engineemg 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 30 Pnnte<' 16 FEB 2023 f I -13PM Project File: 222040 Trump Card Tl.ec6 I UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: Mech Pocket Framing 2x6@ 16 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination : ASCE 7-16 Wood Species Wood Grade Douglas Fir-Larch (North) No. 1/No. 2 Fb + Fb- Fc -Prll Fe -Perp Fv Ft 1,000.0 psi 1,000.0psi 1,000.0psi 1.000.0psi 65.0psi 65.0psi E : Modulus of Elasticity Ebend-xx 1,300.0ksi Eminbend -xx 1,300.0ksi Density 34.0pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase D(0.033325l L(0.I0664) 2x6 Span = 4.80 rt Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load: D = 0.0250, L = 0.080 ksf, Tributary Width= 1.333 ft DESIGN SUN.JMARY Design OK Maximum Bending Stress Ratio = 0.428: 1 Maximum Shear Stress Ratio = 0.761 : 1 Section used for this span 2x6 Section used for this span 2x6 fb: Actual = 639.63psi fv: Actual = 49.48 psi F'b = 1,495.00psi F'v = 65.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 2.400ft Location of maximum on span = 4.345 ft Span # where maximum occurs = Span# 1 Span # where maximum occurs = Span# 1 Maximum Deflection Max Downward Transient Deflection 0.047 in Ratio = 1215 >=360 Span: 1 : L Only Max Upward Transient Deflection O in Ratio= 0<360 n/a Max Downward Total Deflection 0.062 in Ratio= 926>=180 Span: 1 : +D+L Max Upward Total Deflection Qin Ratio= 0<180 nla Maximum Forces & Stresses for Load Combinations Load Combination -ax Slress Ralios f;i1omenl 'values Sfiear 'values Segment Length Span# M V CD CM Ct Clx CE Cfu C . I Cr M fb F'b V fv F'v D Only 0.0 0.00 0.0 0.0 Length = 4.80 ft 1 0.113 0.201 0.90 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.10 152.3 1,345.5 0.06 11 .8 58.5 +D+L 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 4.80 ft 1 0.428 0.761 1.00 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.40 639.6 1.495.0 0.27 49.5 65.0 +D+0.750L 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 4.80 ft 1 0.277 0.493 1.25 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.33 517.8 1,868.8 0.22 40.1 81.3 +0.60D 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 4.80 ft 0.038 0.068 1.60 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.06 91.4 2,392.0 0.04 7.1 104.0 ·pcse (jP~ILJr ,'1 n• ,if ( !' '• ~ • ,'• ,i" (: t r • 1 '(Jr 'l t-1 ' ~ = pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 31 Printed o FEB 2023. 11 43Pl\1 Wood Beam Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: Mech Pocket Framing 2x6 @ 16 Overall Maximum Deflections Load Combination Span +D+L Vertical Reactions Load Combination Max Upward from all Load Conditions Max Upward from Load Combinations Max Upward from Load Cases DOnly +D+L +D+0.750L +0.60D L Only Max.·-• Defl Location in Span Load Combination 0.0622 2.418 Support notation : Far left is #1 Support 1 Support 2 0.336 0.336 0.336 0.336 0.256 0.256 0.080 0.080 0.336 0.336 0.272 0.272 0.048 0.048 0.256 0.256 (c) ENERCALC INC 1983-2022 Max. "+" Defl Location in Span 0.0000 Values in KIPS 0.000 J pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 32 Pnnted 16 FEB 2023 9 11PM Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: Shortened T JM at Center Bay w/ Actual Loading General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 26.667 fl Area= 10.0 in"2 Moment of Inertia = 100.0 in"4 0(0.04) L(0 .128) ♦ Span a 26 667 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Unifom, Load : D = 0.0250, L = 0.080 ksf, Tributary Width = 1.60 fl, (Floor Loading) DESIGN SUMMARY Maximum Bending = Load Combination Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 14.934 k-fl +D+L Span# 1 13.334 ft Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.506 in 0.008 in 0.664 in 0.002 in Maximum Forces & Stresses for Load Combinations Load Combination MaxStress Ratios 632 39823 481 212394 Summary of Moment Values (k-ft} Segment Length Span # M V Mmax+ Mmax -Ma-Max Mnx Mnx/Omega Cb Overall MAXimum Envelope Dsgn. L = 26.67 ft 1 DOnly Dsgn. L = 26.67 ft +D+L Dsgn. L = 26.67 ft +D+0.750L Dsgn. L = 26.67 ft +0.600 Dsgn. L = 26.67 ft 1 Overall Maximum Deflections Load Combination Span +D+L 1 Vertical Reactions Load Combination Support 1 Overall MAXimum 2.240 Overall MINimum DOnly 0.533 +D+L 2.240 +D+0.750L 1.813 +0.60D 0.320 LOnly 1.707 14.93 14.93 3.56 3.56 14.93 14.93 12.09 12.09 2.13 2.13 Max."." Deft Location in Span Load Combination 0.6644 13.467 Support notation : Far left is #' Support 2 2.240 0.533 2.240 1.813 0.320 1.707 Rm 2.240 i< +D+L Span # 1 0.000 ft Shear Values (k) Va Max VnxVnx/Omega 2.24 0.53 2.24 1.81 0.32 Max. "+" Deft Location in Span 0.0000 0.000 Values in KIPS I ... ,-: pcse ~r• j' ,', ~►• ~r~' tt-lttHt1 : 1: , '" • • " ... I' C Wood Beam pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 33 Printed 17 FEB 2023 J -IA'-' Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983--2022 DESCRIPTION: Mech Pocket Header (4x8 #1) CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination : ASCE 7-16 Wood Species Wood Grade Douglas Fir-larch No.1 Fb+ Fb - Fc -Prll Fe-Perp Fv Ft 1.000.0 psi 1,000.0psi 1,500.0 psi 625.0psi 180.0psi 675.0psi E : Modulus of Elasticity Ebend-xx 1,700.0ksi Eminbend -xx 620.0ksi Density 31.210pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase 0(0.533 L(t.707) 4x8 Spana4.80fl 0(0.533) L(1 707) Applied Loads Service loads entered. load Factors will be applied for calculations. Beam self weight calculated and added to loading Point Load : D = 0.5330, L = 1.707 k @ 1.60 ft, (Cut Joist) Point Load : D = 0.5330, L = 1.707 k @ 3.20 ft, (Cut Joist) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.942 1 Section used for this span 4x8 fb: Actual = 1,408.87 psi F'b = 1,495.00 psi Load Combination +D+l Location of maximum on span = 2.400ft Span # where maximum occurs = Span# 1 Maximum Deflection Max Downward Transient Deflection 0.062 in Ratio= Max Upward Transient Deflection O in Ratio= Max Downward Total Deflection 0.081 in Ratio= Max Upward Total Deflection O in Ratio= Maximum Shear Stress Ratio Section used for this span fv: Actual F'v Load Combination Location of maximum on span Span # where maximum occurs 934 >=360 Span: 1 : L Only 0<360 n/a 709 >=180 Span: 1 : +D+l 0<180 n/a Maximum Forces & Stresses for Load Combinations lvlomenl 'ilalues Load Combination lvlax Slress Ral1os Segment length Span# M V CD CM Ct Clx CE Cfu c . C r M fb I D Only Length = 4.80 ft 0.253 0.198 0.90 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.87 340.0 +D+l 1.00 1.00 1.00 1.300 1.00 1.00 1.15 Length = 4.80 ft 1 0.942 0.739 1.00 1.00 1.00 1.00 1.300 1.00 1.00 1.15 3.60 1,408.9 +D+0.750L 1.00 1.00 1.00 1.300 1.00 1.00 1.15 Length = 4.80 ft 1 0.611 0.479 1.25 1.00 1.00 1.00 1.300 1.00 1.00 1.15 2.92 1,141.6 +0.60D 1.00 1.00 1.00 1.300 1.00 1.00 1.15 Length = 4.80 ft 0.085 0.067 1.60 1.00 1.00 1.00 1.300 1.00 1.00 1.15 0.52 204.0 Design OK = 0.739 : 1 4x8 = 133.00 psi = 180.00 psi +D+L = 4.204 ft = Span# 1 Sfiear 'ilalues F'b V fv F'v 0.0 0.00 0.0 0.0 1,345.5 0.54 32.1 162.0 0.0 0.00 0.0 0.0 1,495.0 2.25 133.0 180.0 0.0 0.00 0.0 0.0 1,868.8 1.82 107.8 225.0 0.0 0.00 0.0 0.0 2,392.0 0.33 19.3 288.0 ·ucse desi~I 1\ n1 drct'1tPCfurt• j' c.: t'' ' 'O'''i'tll'' ' l'I 'd pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 34 Printed 17 FEB 202:J J u4Alv Wood Beam Project File: 222040 Trump Card Tl.ec6 LIC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: Mech Pocket Header (4x8 #1) Overall Maxim um Deflections Load Combination Span +D+l Vertical Reactions Load Combination Max Upward from all Load Conditions Max Upward from Load Combinations Max Upward from Load Cases DOnly +D+L +D+0.750l +0.600 LOnly Max. • -• Deft Location in Span Load Combination 0.0812 2.418 Support notation : Far left is #1 Support 1 Support 2 2.253 2.253 2.253 2.253 1.707 1.707 0.546 0.546 2.253 2.253 1.826 1.826 0.328 0.328 1.707 1.707 (c) ENERCALC INC 1983-2022 Max. •+• Dell Location in Span 0.0000 Values in KIPS 0.000 ·' pcse pacific coast structural engineemg 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 35 Cr.::-,1;n \', ~·· ,!'1 I • ' !l:rr• 1r't1 r' . 'n· • r ' • 'C email: info@pcse-sd.com Pnnted 17 FEB 2023 3 09AM General Beam Analysis Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC {c) ENERCALC INC 1983-2022 DESCRIPTION: TJM next to Mech Pocket at Center Bay w/ Actual Loading General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 32.667 ft Area= 10.0 in"2 Moment of Inertia = 100.0 in"4 0 0.0056 ♦ 0(9 04...J..L O 128 Span = 32.667 It Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.0250, L = 0.080 ksf, Extent = 0.0 --» 6.0 ft, Tributary Width = 3.20 ft, (Floor Loading at Mech Pocket) Point Load : D = 0.5330, L = 1.707 k@ 6.0 ft, (Pocket Header) Uniform Load : D = 0.0250, L = 0.080 ksf, Extent= 6.0 --» 32.667 ft, Tributary Width = 1.60 ft, (Typical Floor Loading) Point Load : D = 0.0870 k@ 3.0 ft, (Mech Unit) Uniform Load : D = 0.00560 k/ft, Tributary Width = 1.0 ft, (Self Weight) DESIGN SUMMARY Maximum Bending = Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 32.274k-ft +D+L Span# 1 13.393 ft 1.626 in 0.027 in 2.194 in 0.006 in Maximum Forces & Stresses for Load Combinations Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 241 14771 178 70402 5.659 k +D+L Span# 1 0.000 ft Shear Values (k) Load Combination Max Stress Ratios Summary of Moment Values (k-ft) -----------'--------'---'-----Va Max VnxVnx/Omega Segment Length Span # M V Mmax + Mmax -Ma -Max Mnx Mnx/Omega Cb Rm Overall MAXimum Envelope Dsgn. L = 32.67 ft 1 D Only Dsgn. L = 32.67 ft +D+L Dsgn. L = 32.67 ft +D+0.750L Dsgn. L = 32.67 ft +0.60D Dsgn. L = 32.67 ft 1 Overall Maximum Deflections Load Combination +D+L Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only Span Support 1 5.659 1.477 32.27 8.35 32.27 26.29 5.01 Max.•-• Dell Location in Span 2.1945 15.843 32.27 8.35 32.27 26.29 5.01 Load Combination Support notation : Far left is #1 Support 2 3. 7 0.873 5.66 1.48 5.66 4.61 0.89 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS -;.~ pcse dt•~1gn .', 1th arc 1 !t rturt• HIC !-:' ,:ro• • t•!'' " 'I ~ pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 36 P,inled 17 "EB 2023 3 09AM General Beam Analysis Project File: 222040 Trump Card Tl.ec6 UC#: KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC DESCRIPTION: TJM next to Mech Pocket at Center Bay w/ Actual Loading Vertical Reactions Load Combination ,.., J.J ~ I +D+L +D+0.750L +0.600 L Only 33 6 lb J.J C I) E 0 ~ 3,10 Support 1 5. 59 4.613 0.886 4.182 &37 Support 2 3. 7 2.729 0.524 2.475 Support notation : Far left is #1 1&,17 ~tance(it) I D Onl) I +D+l I +D+WDl I +D.6DD 19.44 (c) ENERCALC INC 1983-2022 Values in KIPS 22JO ~.97 2924 3250 .. ,· ncse drs11,i1 ,'. t► ,i' '"'•. ~• .•• df'C ► '' • ►'1 ' • --; pacific coast structural engineerng 3016 caminito niquel san diego, ca 92117 phone: 858.270.3796 website: pcse-sd.com email: info@pcse-sd.com General Beam Analysis Project Title: Engineer: Project ID: Project Descr: Trump Card Tl WAL 222040.00 37 Printed. 1 7 FEB 2023 3 09AM Project File: 222040 Trump Card Tl.ec6 UC# : KW-06015957, Build:20.22.10.25 PACIFIC COAST STRUCTURAL ENGINEERING, LLC (c) ENERCALC INC 1983-2022 DESCRIPTION: T JM next to Mech Pocket at Center Bay w/ Actual Loading 3,5 ·I.I .3,4 3.10 M£MBER ... » C -Ll v ... I) 0 -1) 2.94 637 9.15 16,17 tAstarce (ft) I DOnfy I +Dtl I tD+D.l~Dl I tD.6DD 12,25 18,46 Distarce (ft) I DOnly I tO+l I tOtO.ml I +0.600 I l Only 22.70 lS,97 2924 32,50 2156 '0)7 38 I ' I ~:i 8 ,acfflc cent Strlctllnd ....... IC JOB 222040 Trump Card Tl I I 3016 cam,mto mquet SHEET NO. OF ~ ~~3;~92117 CALCULA-T-ED_B_Y--W-AL ___ DA_T_E--1-1/-9/-20_2_2_ www pcse-sd.com CHECKED BY DATE---------- Seismic Lateral Force on Non-Structural Elements and Components Determine value of Fp(relative to Wp)-Based on ASCE 7-16. Requirements for Seismic Design Category A are not considered. lneut Data Variables determined by Sections 11.4.4 and 13.1.3 Sos 0.808 Spectral acceleration for short period per Section 11.4.4 1. = 1 0 Component importance factor per Section 13.1.3 Outeut Data Strength level seismic design force per Section 13.3 and Tables 13.5-1 and 13.6- FP<.,..> = 0.3 Sos Ip WP 0.24 WP (Equation 13.3-3) FP4....,l = 1.6 Sos IP WP 1.29 WP (Equation 13.3-2) t 0.413p Sos [1 + ,-0}· Fo (Equation 13.3-1) R,/lp -r----J WP Strength level values of fl, (relative to Wp) Mech Units at Roof First Floor Ceiling z : 1.25 .00 2.50 2.50 1.00 2.50 2.50 1.00 2.50 2.50 0.00 0.00 0.00 -h 1.00 1.50 2.00 2.50 2.50 3.00 3.50 3.50 6.00 0.00 0.00 0.00 1.00 1.29 1.21 0.39 0.97 0.81 0.24 0.69 0.40 0.95 0.62 1.29 1.17 0.37 0.94 0.78 0.24 0.67 0.39 0.90 0.60 1.29 1.13 0.36 0.90 0.75 0.24 0.65 0.38 0.85 0.58 1.29 1.09 0.35 0.87 0.73 0.24 0.62 0.36 0.80 0.56 1.29 1.05 0.34 0.84 0.70 0.24 0.60 0.35 0.75 0.54 1.29 1.01 0.32 0.81 0.67 0.24 0.58 0.34 0.70 0.52 1.29 0.97 0.31 0.78 0.65 0.24 0.55 0.32 0.65 0.93 0.50 1.24 0.93 0.30 0.74 0.62 0.24 0.53 0.31 0.60 0.89 0.47 1.19 0.89 0.28 0.71 0.59 0.24 0.51 0.30 0.55 0.85 0.45 1.13 0.85 0.24 0.68 0.57 0.24 0.48 0.2 0.50 0.81 0.43 1.08 0.81 0.24 0.65 0.54 0.24 0.46 0.24 0.45 0.77 0.41 1.02 0.77 0.24 0.61 0.51 0.24 0.44 0.24 0.40 0.73 0.39 0.97 0.73 0.24 0.58 0.48 0.24 0.42 0.24 0.35 0.69 0.37 0.92 0.69 0.24 0.55 0.46 0.24 0.39 0.24 0.30 0.65 0.34 0.86 0.65 0.24 0.52 0.43 0.24 0.37 0.24 0.25 0.61 0.32 0.81 0.61 0.24 0.48 0.40 0.24 0.35 0.24 0.20 0.57 0.30 0.75 0.57 0.24 0.45 0.38 0.24 0.32 0.24 0.15 0.53 0.24 0.70 0.53 0.24 0.42 0.35 0.24 0.30 0.24 0.10 0.48 0.24 0.65 0.48 0.24 0.39 0.32 0.24 0.24 0.24 0.05 0.44 0.24 0.59 0.44 0.24 0.36 0.30 0.24 0.24 0.24 0.00 0.40 0.24 0.54 0.40 0.24 0.32 0.24 0.24 0.24 0.24 Y 101 Pro,ects\20221222040 Trump Card TI\Calculat,ons\PCSE -Se,sm,c Loads ASCE 7-16 xis .. .. Physical data •+ii§-, t11§1rtl@ftit'W ➔ PHYSICAL DATA-50PCH,PCV (007-070), 50PCD (015-070) UNITS SOPCH,PCV,PCD UNIT 001· I 009• I 012· 015 I 018 024 I 030 COMPRESSOR (1 each) Rotary I Reciprocating Maximum Water Working Pressure (psig/kPa) 400 PSC Fan Motor and Blower Fan Motor Type/Speeds PSC/3 Fan Motor (hp) 1/10 1/s I 1/4 Blower Wheel Size (Dia x W) (in.) 4.5 X 4.5 I 5.5x 4.5 9x7 Constant Torque Fan Motor and Blower Fan Motor Type/Speeds PSC/3 Constant Torque/5 Fan Motor (hp) ,,,o 1/3 1/2 Blo-r Wheel Size (Dia x W) (in.) 4.5 x4.5 I 5.5 X 4.5 9x7 WATER CONNECTION SIZE FPT (in.) 3/4 Coaxial Coil Volume (gal.) 0.04 I 0.06 I 0.08 0.09 I 0.14 I 0.24 Condensate Connection in. FPT 3/4 VERTICAL CABINET Typical Refrigerant Charge (oz) 16 I 15 I 21 19 I 28 29 I 37 Air Coil Dimensions (H x W) (in.) 10 X 14 12 X 16.5 I 16 X 16.5 20x 16.5 Std. Filter• 1 in. Throwaway (L x H) (in.) 10 X 16 16 X 20 20x 20 Opt. Filter• 2 in. MERV 8 or 13 Throwaway (L x H) 10 X 16 16 X 20 20 x20 Weight • Operating (lb) 98 I 103 I 105 123 I 173 177 I 190 Weight· Shipping (lb) 126 I 130 I 132 151 I 201 205 I 217 HORIZONTAL CABINET Typical Refrigerant Charge (oz) 16 I 19 I 29 I 35 Air Coil Dimensions (H x W) (in.) 10 X 14 12 X 16.5 I 16 X 16.5 16 X 20.5 Std. Filter• 1 In. Throwaway (L x H) (in.) 10 X 16 16 X 20 16 X 25 Opt. Filter• 2 in. MERV 8 or 13 Throwaway (L x H) (in.) 10 X 16 16 X 20 16 X 25 Weight· Operating (lb) 98 I 103 I 105 127 I 177 181 I 194 Weight· Shipping (lb) 128 I 132 I 134 158 I 208 212 I 224 . S0PCH,PCV,PCD UNIT 036 041• 042 ► 048 i I 060 070 COMPRESSOR (1 each) Reciprocating .. , Scroll Maximum Water Working Pressure (psig/kPa) 400 PSC Fan Motor and Blower Fan Motor Type/Speeds PSC/3 Fan Motor (hp) 1/2 3/4 1/2 3/4 Blower Wheel Size (Dia x W) (in.) 9x7 10 X 8 I 11 X 9 Constant Torque Fan Motor and Blower Fan Motor Type/Speeds Constant Torque/5 Fan Motor (hp) 1/2 3/4 I 1 Blower Wheel Size (Dia x W) (In.) 9x7 10 X 8 I 11 X 9 WATER CONNECTION SIZE FPT (in.) 3/4 1 Coaxial Coil Volume (gal.) 0.27 0.49 I 0.62 Condensate Connection in. FPT 3/4 VERTICAL CABINET Typical Refrigerant Charge (oz) 48 52 I 59 73 Air Coll Dimensions (H x W) (In.) 24 X 20.2 20 X 16 24 X 20.2 24 X 26.75 32 X 26.6 Std. Filter • 1 in. Throwaway (L x H) (in.) 24 X 24 20 X 20 24 X 24 24 X 30 16 X 30 (2) ~P~· ~!1!~!: 2 in. MERV 8 or 13 Throwaway 24 X 24 20 X 20 24 X 24 , ~4 X 30 16 X 30 (2) t T T T Weight· Operating (lb) i 229 217 239 ~ 287 ~ I 307 336 .. . , 255 243 265 ' I 331 360 ·-·~"' -· .. ,, ,·-, -·~ HORIZONTAL CABINET Typical Refrigerant Charge (oz) 46 N/A 43 44 I 70 61 Air Coil Dimensions (H x W) (in.) 18 X 27.5 N/A 18 X 27.5 20x 32 20 x 42 Std. FIiter • 1 In. Throwaway (L x H) (in.) 18 X 30 N/A 18 X 30 20 X 34.5 20 X 24 (2) Opt. Filter • 2 in. MERV 8 or 13 Throwaway (L x H) (in.) 18 X 30 N/A 18 X 30 20 X 34.5 20 X 24 (2) Weight• Operating (lb) 237 N/A 231 268 I 288 316 Weight· Shipping (lb) 270 NIA 264 299 I 318 365 LEGEND • Unit sizes not available in SOPCD. FPT -Female Pipe Thread NOTE: Refrigerant charges will depend on unit configuration and N/A -Not Applicable PSC -Permanent Split Capacitor design revision. 818 7 4i+M&► €11rtiffiifitiW S0PCH007-070 CORNER WEIGHTS (lb) LEFT HAND EVAPORATOR RIGHT HAND EVAPORATOR UNIT LEFT RIGHT LEFT RIGHT SIZE TOTAL (lb) FRONT' FRONT' LEFT BACK RIGHT BACK FRONT' FRONT' LEFT BACK RIGHT BACK 007 98 28 21 25 24 21 28 24 25 009 103 29 23 26 25 23 29 25 26 012 105 29 24 26 26 24 29 26 26 015 127 36 28 34 29 28 36 29 34 018 177 57 36 48 37 36 57 37 48 024 181 58 37 48 38 37 58 38 48 030 194 61 41 52 41 41 61 41 52 036 237 71 49 66 52 49 71 52 66 04? ?q1 70 47 64 50 47 70 50 64 ~ 048 268 87 i 60 62 60 60 87 60 62 uou C:00 00 65 69 66 65 88 66 69 070 316 98 72 76 70 72 98 70 76 • Front is counter box end. 19 Dimensions SOPCH UMT Back Discharge Knock-Outs Left Hand Return, Back Discharge NOTE: Models 048 and 060 Left Hand Return units have condenser Return Air Opening Drain Return Air Opening / Left Hand Return, Right Discharge water connections on the front right and electrical knockouts on the front left. Condenser Water Out Condenser Water In LEGEND RIA -Return Air Drain Right Hand Return, Back Discharge Blower Access -,a· Minimum 24•0pumum Right Hand Return, Left Discharge Service Clearances (Top View) Air Coil Blower Electrical Control Box 0 Compressor Compressor Access and Control Access - 24• Minimum 36·Optimum ➔ SOPCH007-070 UNITS A B C D E F G H J K M N p a R T SOPCH CAB CAB SIDE RJA CONDENSER RECOMMENDED RJA FRONT TOP FILTER WATER REPLACEMENT UNIT WIDTH DEPTH HEIGHT ENDTO DUCT TO WATE WATER TO DtSC. TO DISC. ENDTO TOP TO RACK DUCT CONNECTIONS NOMINAL ALTER SIZE t FILTER WIDTH FILTER INLET OUTLET DtSC. WIDTH DISC. HEIGHT DISC. DISC. HEIGHT FLANGE FPT SIZE RACK RACK WlDTii HEIGHT 007 190 330 11.5 1.5 16.15 15.35 2.38 9.50 5.375 6.30 5.97 4.10 4.875 1.41 11.3 8.6 314 10x16x1 009 19.0 33.0 11.5 1.5 16.15 15.35 2.38 9.50 5.375 6.30 5.97 4.10 4.875 1.41 11.3 8.6 314 10X16x1 012 19.0 33.0 11.5 1.5 16.15 15.35 2.38 9.50 5.250 6.43 6.31 4.10 4.750 1.14 11.3 8.6 314 10x16x1 015 22.0 4-'3.0 17.0 1.5 20.15 21.35 2.86 15.00 8.150 6.43 9.55 4.10 7.650 3.40 16.8 15.0 314 16x20x1 018 220 43.0 17.0 1.5 20.15 2135 2.86 14.13 5.420 9.13 6.11 4.920 1.23 16.8 15.0 314 16x20x1 024 22.0 43.0 18.0 1.5 25.00 16.50 2.86 14.13 5.420 9.13 6.11 4.920 1.23 16.8 15.0 314 16x25x1 030 22.0 4-'l.O 18.0 1.5 25.00 16.50 15.00 5.420 1.23 15.0 314 16x25x1 314 18x30x1 070 65.0 21.0 1.5 48.10 15.40 18.52 6.320 11.76 6.81 12.50 5.820 1.68 20.8 19.0 • When waterside economizer is installed, increase width by 7 inches. 4. Specificalions subject to change without notice. t When WSHP Open controller is installed increase depth by 2.6 inches. When 5. The 1-in. filter rack extends 1.23-in. bedEond the side of the unit. The 2-in. filter waterside economizer is installed, increase depth by 7 inches. rack extends 2.89-in. beyond the si e of the unit. The 2-in. filter rack is NOTES: 4-sided with a filter access door on one end and can accept either a 1 in. or 1. All dimensions are within :1: 0. 125 inch. 2-in. filter. When a waterside economizer is installed the filter rack will be a 2· 2. All condensate drain connections are 3/4 1n. FPT. sided filter rack only. 3. Unit sizes 015-070 can be field converted between end blow and straight 6. Return and discharge orientations determined when facing panel with water through discharge air configurations. connections. 12 1118 42 pacific coast suuctural engineering, lie 4384 m1ss1ss1pp1 st sU1te a san d1ego. ca 92104 858.270.3796 Project: ___ 2_2_20_4_0 T_ru_m_p_C_a_rd_T_I __ _ ,. ' . t. • www pcse-sd com Prepared By: __ w_A_L __ Date: 2/15/2023 WSHP Unit Support I _;_-1----,-• ~ --~-~1-+•-I I I I >----'---+-->----+---+----.- 1---..,.._-1-I --+------•I--+----+---l---l-----l---+'-+---+----'-1-.;. Wt d 274 lbs max I I I -l---___; _,__>---~--1-- I I I I i I •~;;:::.!;;;;;;;;;;;~~;;;_;;;;;,!;;;;;;;;;;~;;;;;;;~;;;;;:;;~::;;;~fl_-:--~ t---~-+--+---'-___;, _ _:__-+-----+'-+---E, • • • -" • 1---G-+tr_a_L"+i_· t-,y;o....-: +---,--Tl-+--+--+-.-'--+-+--' =~:: =~ ~:: =....______ r:a C'" :----__ : 1 '_...,___,, 1. ' I ! -. Per cutsheet, 1max. colt"n~r wt b I I 1 i I FD =r O. 41 *1 Wgt Fp -r-------~-+ I----F---+----,e--+---+--.c;.1-~, ----ie--+----,---+-+-4 0 .4 ' *, 214 J..b I I d 1~0 lbi I c iv. l y 2 l:Dra~e~ 1 . Tpe upli t 1s nekl giblJ. I I ,---------, I I I I I I I I I I . --- I~ iN I I ! I l I 25in [ i i J'A5° ' I l I -211'1 (ma<)- I Conr e c ,i-i c n Ch+Ec-..=k'l'-':--l-+--+---+-+---+--+---1f--+--+---+-+--t---+---+1-+-I --+-+---+--+---I . H.:naRr rob: I I I l---+---+-T......,e.,,1n~~~r""'rn~=-+"'8 -'-7+-'. .,.,l ~h'---'-++--'1'-+-"'c;,.,,c;"+-"l"-"l'l'---'x""1_.2s-__~~J."'1. .,..n , 2 c; n = 114 1bi i I l---+---1----1--1-----+-+--I I ! I I -1---i----1---1--1--.1--+'-I . I -+ l---+1-+-, -!-+--+---+-+-, -I Th~ c anacity, oj ~8~ti E crew lwl;L . c II mir e~E d,l sReciL c 1 _ gr~v tv o '· 0. SC, p1.n9 lf~-sLd ~ m~mJ er l ,___.,__ i-+--1---i-- F'rnml NDS 'f';:,hle 7 11 ?.R > r TenR nn -11 °7 h I/ i1nrh (.f ~hread I I ! = l2 L3J _x 1 I c; 11 x -1..llZ lb , i I I I I +--I---,___. I I I --'--+-1 = 1-11.,_7 b 1 -i--'- --1---i= .... • .... rn m NDS T , bl tkr > spec r I :lo3, 11 OK I .. I I iitfi a-·---· ... --·· 3016 camillito niQuel JOB 222040 Trump Card Tl .an die<,jC), ca 92117 SHEET NO.::..:.... ________ OF ______ _ 858.270.3796 CALCULATED BY WAL DATE www.pcse-sd.com CHECKED BY DATE Equipment Anchorage Forces Determine andchor forces at equipment support points. Based on ASCE 7-16. Input Data Equimpment Data and Information CU1-1A & B Equipment name or ID w. 507 lb Height= 67 in e.g. = 44.67 in B, 49 in B, 30 in Nx 4 Nv 2 Seismic Data Sos 0.808 z = h a. = Ro = 1. = Output Data Seismic Force F0 Design F0 Max F0 Min = Fo 20 ft 20 ft 2.5 6.0 1.0 0.404 1.293 0.242 0.404 Anchor Group Design Wp Wp Wp Wp Operating weight Height of unit Height of Center of Gravity of Equipment Above Base (2/3 H) longer dimension of anchor pattern Shorter dimension of anchor pattern Number of anchors in Longer dimesion Number of anchors in Shorter dimension Spectral acceleration for short period per Section 11.4.4 Equipment attachment height (not less than 0, not greater than h) Roof height Component amplification factor (Table 13.5-1 or 13.6-1) Component response modification factor (Table 13.5-1 or 13.6-1) Importance factor (Sec 13.1.3) Equation 13.3-1 Equation 13 3-2 Equation 13.3-3 Seismic Design Force Per Section 13.3.1 Anchor forces for anchor groups per 2019 CBC Eqs. 16-5 and 16-7: Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Ehv = (V,) 1.0xF0 xW0 = 205 lb Eh, = (V,) .3xF0 xW0 61 lb M, Eh,x C.G. 9,149 in-lb Mv = Eh,x C.G. 2,745 in-lb PLA Eq. 16-5 (Use for interior foundation reinf.) 12/21/2022 ------ ------ }.:F,."""' (N .... ) L F,.m., (Nm;,,) (1.2 x w .) + (0.2Sos x w.) = (0.9 x WP) -(0.2S0s x W0) = 690 lb 374 lb Eq. 16-7 (Use for anchor and perimeter foundation reinf.) Single Anchor Design Includes simultaneous orthogonal and vertical loading per sections 12.5.3a and 13.3.1 Does not include any 1.3 factor per Section 13.4.2 Strength Level Tension (N) = Strength Level Shear (V) = M x My ---"'--+ ----'--- N x x By Ny x Bx (2 N x + 2 Ny -4) 57 lb Ehy Ehx [ ] 2 [ ]2 (2Nx +2Ny -4) + (2Nx +2Ny -4) 27 lb Minimum anchorage: #8 SMS @12" oc around perimeter -> OK by inspection 43 f/) Table12M WOOD SCREWS: Reference Lateral Design Values, ~ for Single Shear (two member) Connections1•2•3 I I 3 Ill a= () ,n Q 0 0 3 -8 3:: ~ E ., Cl> II) 0 ~ ::;;~ U) $ "8 e -"" Cl> 0 -0 -0 ., -£ ~o Cl) I- t. D in. in. 0.036 0.138 (20gage) 0.151 0.164 0.048 0.1311 l18gagel 0.151 0.164 0.060 0.138 (16 gage) 0.151 0.164 o.m 0.1!1f 0.075 0.138 (14 gage) 0.151 0.164 0.1TT 0.190 0.216 0.242 0.105 0.138 (12 gage) 0.151 0.164 0.1n 0.190 07111 0.242 0.120 0.138 (11 gage) 0.151 0.164 0.1TT 0.190 0.216 0.242 0.134 0.138 (10 gage) 0.151 0.164 0.177 0.190 0.216 0.242 0.179 0.138 (7 gage) 0.151 01R.4 Ci.177 0.190 0.216 0.242 0.239 0.138 (3 gage) 0_151 0.164 0.177 0.190 0.216 0.242 for sawn lumber or SCL with ASTM 653, Grade 33 steel side plate (tabulated lateral design values are calculated based on an assumed length of wood screw penetration, p, into the main member equal to 10D) .. z .0 E £ "l: :::, !:! !:! ~ z ., ., u: Q) 0: 3:: Q) C: ...J ...J ,!, .!. .!. "2 ~ a.ii: u: u: ~z C: ., C: a: ~ 8-~ <J -"' ., (0 (I)~ Cl) .... ., "'::;; .; .,,~ a, <I) ..,-'= ~B "8 <.C!O lll,:, £ ..,. ~ "¢~Lt ..,. LI, ~ 3:: C: • C> • C> o g' E 'rr~ ~ -~ ~ 88 0::, o E ci 2 Ti' al ~ 0 II 0 II O Q) II Q) II a. ~ (!) a: (!)::;; Cl) (!) 0 (!) 0 :I: (!) :I: (!) Cl) (!) a: .2. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 6 89 76 70 69 66 62 60 54 7 99 84 78 76 72 68 67 60 8 113 97 89 87 83 78 n 69 6 90 n 71 70 67 63 61 55 7 100 85 79 n 74 69 68 61 8 114 98 90 89 84 79 78 70 6 92 79 73 72 68 64 63 57 7 101 87 81 79 75 71 70 63 8 116 100 92 90 86 81 79 71 9 136 116 107 105 100 -94 93 83 10 146 125 116 114 108 102 100 90 6 95 R? 76 75 71 67 611 .... 7 105 90 84 82 78 74 72 65 8 119 103 95 93 89 84 82 74 9 139 119 110 108 103 97 95 86 10 150 128 119 117 111 105 103 92 12 186 159 147 145 138 130 127 114 14 204 175 162 158 151 142 139 125 6 104 90 84 82 79 74 73 66 7 114 99 92 90 86 81 80 72 8 129 111 103 102 97 92 90 81 9 148 128 119 116 111 105 103 93 10 160 138 128 125 120 113 111 100 17 196 168 ..... 153 ..... 1~ 135 122 14 213 183 170 167 159 150 147 132 6 110 95 89 87 83 79 77 70 7 120 104 97 95 91 86 84 76 8 135 117 109 107 102 96 94 85 9 154 133 124 121 116 110 107 97 10 166 144 133 131 125 118 116 104 12 202 174 162 159 152 143 140 126 14 219 189 175 172 164 155 152 137 6 116 100 93 92 88 83 81 73 7 126 110 102 100 96 91 89 80 8 141 122 114 112 107 101 99 89 9 1AA 139 129 127 121 11.4 112 101 10 173 149 139 136 130 123 121 109 12 209 180 167 164 157 148 145 131 14 226 195 181 177 169 160 157 141 6 126 107 99 97 92 86 84 76 7 139 118 109 107 102 95 93 84 8 160 ~ 126 123 117 110 108 96 9 184 160 148 145 138 129 127 113 10 198 172 159 156 149 140 137 122 12 234 203 189 186 178 168 165 149 14 251 217 202 198 190 179 176 159 6 126 107 99 97 92 86 84 76 7 139 118 1na 107 102 Q!; 93 84 8 160 136 126 123 117 110 108 96 9 188 160 148 145 138 129 127 113 10 204 173 159 156 149 140 137 122 12 256 218 201 197 187 176 172 154 14 283 241 222 217 207 194 190 170 <I) 00 <I) g~u, en Q) ·-~ 8 ·c:; I LL «> ' "O ~ o~.,~ Cl) Cl) a: (.) C: u:,c:•EE "' ~ <'?CD~~~ (') Q) . £ ri> i [ ~ ~ 0 ,: II 0 (!)WC/l~ ~ (!)Z lbs. lbs. 53 52 59 57 67 66 54 53 I 60 58 69 67 56 54 61 60 70 68 -82 79 I 88 88 58 57 j 64 62 73 71 84 82 91 88 I 112 109 123 120 65 63 71 69 80 77 91 89 I 98 96 120 116 130 126 68 67 75 73 84 82 I 95 93 103 1M 124 121 134 131 72 70 79 77 l 88 86 100 97 107 104 129 126 139 135 74 LJ 82 95 2 111 108 120 117 146 143 156 152 I 74 72 l A7 80 95 92 111 108 120 117 151 147 l 167 162 I . Tabulated lateral design values, Z. shall be multiplied by all applicable adjustment factors (see Table 11.3.1 ). 2. Tabulated lateral design values, Z. are for rolled thread wood screws (see Appendix L) inserted in side grain with screw axis p~rpendicular to wood fibers; screw penetration, p, into the main member equal to 1 OD: dowel bearing strength, F" of 61 ,850 psi for ASTM A653. Grade 33 steel aml screw bending yield strengths. F, •. of I 00,000 psi for 0.099" 5 D 5 0.142". 90.000 psi for 0.142" < D 5 0.1 77", 80.000 psi for 0.1 77"< D 5 0.236", 70,000 psi for 0.236" < D 5 0.273". 3. Where the wood screw penetration, p, is less than 1 OD but noi less than 6D, tabulated lateral design values. Z. shall be multiplied by p/l OD or lateral design values shall be calculated using the provisions of 12.3 for the reduced penetration. Copyright © American Wood Council. Downloaded/printed pursuant to License Agreement. No reproduction or transfer authorized AMERICAN WOOD COUNCIL - e U.S. AIR BALANCE, INC. 1369 Craigmont St. El Cajon, CA 92019 619-442-8776 CERTIFIED TEST, ADJUST AND BALANCE REPORT 11-20-2023 PROJECT Trump Card ___ _.._ __________ _ ADDRESS ___ 19_0_0 _W_rig""-h_t _Pl_ac_e _______ _ Carlsbad, CA 92008 ARCHITECT Hollander Design Group ------=----'------- ENGINEER cgk Consulting Group Poway, CA 92064 HVAC CONTRACTOR Greater San Diego Air Conditioning Co Inc. ------~-----=----- San Diego, CA 92123 ~p ~T ACT AK BTU BTUH GAV CD CF CFM CL CR DALT dB DB DD Dia EAT ESP EWT FH FLA FPM GPM U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 List of Abbreviations DIFFERENTIAL PRESSURE HP DIFFERENTIAL TEMPERATURE LAT ACTUAL LO FREE AREA FACTOR LWT BRITISH THERMAL UNIT NA BRITISH THERMAL UNIT/HOUR NC CONSTANT AIR VOLUME BOX NS CEILING DIFFUSER OSA COEFFICIENT FACTOR PD CUBIC FEET PER MINUTE RA CENTER LINE RC CEILING RETURN INLET REQ DUCT AIR LEAKAGE TESTING RPM Decibel SA DRY BULB SFD DIRECT DRIVE SP DIAMETER SWR ENTERING AIR TEMPERATURE sws EXTERNAL STATIC PRESSURE TOH ENTERING WATER TEMPERATURE TP FLOWHOOD VAV FULL LOAD AMPS w FEET PER MINUTE WB GALLONS PER MINUTE WG HORSEPOWER LEAVING AIR TEMPERATURE LINEAR DIFFUSER LEAVING WATER TEMPERATURE NOT APPLICABLE NOISE CRITERION NOT STATED OUTSIDE AIR PRESSURE DROP RETURN AIR ROOM CRITERION REQUIRED REVOLUTIONS PER MINUTE SUPPLY AIR SMOKE FIRE DAMPER STATIC PRESSURE SIDEWALL RETURN SIDEWALL SUPPLY TOTAL DEAD HEAD TOTAL PRESSURE VAIRABLE AIR VOLUME BOX WATTS WET BULB WATER GAUGE PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type / Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11 -15-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 1-1 FAN NO. WSHP 1-2 Ceiling Ceiling Zone 1-1 Zone 1-2 Carrier Carrier 50PCH048 50PCH048 2223V74962 2223V74960 WSHP /NS WSHP /NS No Access/ NS No Access / NS .75 I 3 Speed/ NS .75 I 3 Speed / NS 460 / 1 / 60 460 I 1 / 60 2.8 I NS 2.8 I NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 20x34x2 (1) 20x34x2 DESIGN ACTUAL DESIGN ACTUAL 1600 1723 1600 1700 3 Speed Low Speed 3 Speed Low Speed NS /NS NA /NA NS /NS NA /NA .66 -.66 - 460 488 460 489 2.8 1.3 2.8 1.4 330 326 300 287 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 1-3 Ceiling Zone 1-3 Carrier 50PCH036 2223V74928 WSHP /NS No Access / NS .50 I 3 Speed / NS 460 I 1 / 60 1.8 / NS I Direct Drive / Direct Drive (1) 18x30x2 DESIGN ACTUAL 1200 1292 3 Speed Low Speed NS /NS NA /NA .51 - 460 486 1.8 .71 420 395 I I Page 4 of 6, PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type/ Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11 -15-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 1-4 FAN NO. WSHP 1-5 Ceiling Ceiling Zone 1-4 Zone 1-5 Carrier Carrier 50PCH018 50PCH024 2223V74851 1622V55222 WSHP/NS WSHP /NS No Access I NS No Access / NS .25 / 3 Speed / NS .25 / 3 Speed / NS 265 / 1 / 60 460 / 1 / 60 1.6 / NS .9 /NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 16x25x2 (1) 16x25x2 DESIGN ACTUAL DESIGN ACTUAL 600 632 750 754 3 Speed Low Speed 3 Speed High Speed NS/NS NA /NA NS /NS .20 / .49 .59 -.5 .69 265 284 460 490 1.6 .63 .9 .74 230 241 130 125 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 1-6 Ceiling Zone 1-6 Carrier 50PCH036 3422V61144 WSHP/NS No Access / NS .50 I 3 Speed / NS I 460 / 1 / 60 I 1.8 / NS Direct Drive / Direct Drive (1) 18x30x2 DESIGN ACTUAL 1200 1272 I 3 Speed High Speed NS /NS .11 / .23 .51 .34 460 490 1.8 1.3 I 180 175 I i Page 5 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-15-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 1-7 FAN NO. WSHP 1-8 Ceiling Ceiling Zone 1-7 Zone 1-8 Carrier Carrier 50PCH036 50PCH018 1523V72136 2223V74850 WSHP /NS WSHP /NS No Access / NS No Access / NS .50 / 3 Speed / NS .25 / 3 Speed / NS 460 I 1 / 60 460 I 1 / 60 1.8 / NS 1.6 / NS Direct Drive / Direct Drive Direct Drive I Direct Drive (1) 18x30x2 (1) 16x25x2 DESIGN ACTUAL DESIGN ACTUAL 1200 1227 600 647 3 Speed High Speed 3 Speed High Speed NS/NS .09 / .12 NS /NS NA /NA .51 .21 .59 - 460 489 460 489 1.8 1.3 1.6 1.2 240 258 75 79 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 1-9 Ceiling Zone 1-9 Johnson Controls JCH042 233310058 WSHP /NS No Acccess I NS NS / 3 Speed I NS 460 I 1 / 60 I 1.6 / NS Direct Drive / Direct Drive (1) 20x34x2 DESIGN ACTUAL 1400 141 7 3 Speed High Speed NS /NS .15 / .09 .65 .24 460 489 1.6 1.4 205 219 Page 6 of 6, PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-15-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 1-10 FAN NO. WSHP 1-11 Ceiling Ceiling Zone 1-10 Zone 1-11 Johnson Controls Johnson Controls JCH015 JCH048 233211497 233310061 WSHP/NS WSHP /NS No Access I NS No Access I NS NS / 3 Speed / NS NS / 3 Speed / NS 265 / 1 / 60 460 / 1 / 60 .7 I NS 1.7 / NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 15x25x2 (2) 14x20x2 DESIGN ACTUAL DESIGN ACTUAL 430 447 1600 1564 3 Speed High Speed 3 Speed High Speed NS/NS .05 I .33 NS /NS .21 / .13 .5 .38 .66 .34 265 283 460 491 .7 .6 1.7 1.6 60 65 260 267 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 1-12 Ceiling Zone 1-12 I Carrier 50PCH048 2223V74959 WSHP /NS No Access I NS .75 I 3 Speed / NS 460 / 1 / 60 2.8 / NS Direct Drive / Direct Drive (1) 20x34x2 I I DESIGN ACTUAL I 1610 1698 3 Speed High Speed NS /NS NA /NA .66 - 460 488 2.8 1.6 135 140 Page 7 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps/ S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S. P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-16-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 1-13 FAN NO. WSHP 1-14 Ceiling Ceiling Zone 1-13 Zone 1-14 Carrier Carrier 50PCH036 50PCH048 2223V74927 223V74963 WSHP/NS WSHP/NS No Access / NS No Access / NS .5 I 3 Speed I NS .75 I 3 Speed/ NS 460 I 1 / 60 460 I 1 / 60 1.8 / NS 2.8 / NS Direct Drive / Direct Drive Direct Drive I Direct Drive (1) 18x30x2 (1) 20x34x2 DESIGN ACTUAL DESIGN ACTUAL 1200 1259 1600 1652 3 Speed High Speed 3 Speed High Speed NS /NS NA/NA NS/NS NA/NA .51 -.66 - 460 490 460 490 1.8 .95 2.8 1.5 330 334 150 164 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 1-15 Ceiling Zone 1-15 Johnson Controls JCH036 233211498 WSHP /NS No Access / NS NS / 3 Speed / NS 460 I 1 / 60 1.2 / NS Direct Drive / Direct Drive (2) 14x20x2 DESIGN ACTUAL 1200 1307 3 Speed High Speed NS/NS .12 / .20 .51 .32 460 490 1.2 1.2 90 94 Page 8 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out Ex1ernal S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-16-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 1-16 FAN NO. WSHP 1-17 Ceiling Ceiling Zone 1-16 Zone 1-17 Johnson Controls Carrier JCH009 50PCH036 233410068 1222V53799 WSHP /NS WSHP /NS No Access / NS No Access/ NS NS / 3 Speed / NS .50 / 3 Speed / NS 265 / 1 / 60 460 I 1 / 60 .8 / NS 1.8 / NS Direct Drive / Direct Drive Direct Drive I Direct Drive (1) 18x1 0x2 (1) 18x30x2 DESIGN ACTUAL DESIGN ACTUAL 280 286 1200 1307 3 Speed High Speed 3 Speed High Speed NS /NS .05 / .26 NS /NS .14 / .17 .5 .31 .51 .31 265 283 460 489 .8 .4 1.8 1.3 60 67 170 179 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 1-18 Ceiling Zone 1-18 Carrier I 50PCH042 2223V74937 WSHP /NS No Access/ NS I .50 / 3 Speed / NS 460 I 1 / 60 1.8 / NS I Direct Drive I Direct Drive I (2) 14x20x2 I I DESIGN ACTUAL I 1400 1460 I 3 Speed High Speed I NS/NS .08 I .48 I .65 .56 460 490 I 1.8 1.6 I 150 146 I Page 9 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In/ Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-16-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 1-19 FAN NO. WSHP 2-1 Ceiling Ceiling Zone 1-19 Zone 2-1 Carrier Carrier 50PCH048 50PCH048 2223V74956 2223V74957 WSHP/NS WSHP /NS No Access I NS No Access I NS .75 / 3 Speed/ NS .75 / 3 Speed I NS 460 I 1 / 60 460 I 1 / 60 2.8 / NS 2.8 / NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 20x34x2 (1) 20x34x2 DESIGN ACTUAL DESIGN ACTUAL 1600 1570 1600 1666 3 Spped High Speed 3 Speed High Speed NS /NS NA/NA NS /NS .19 / .04 .66 -.66 .23 460 490 460 489 2.8 1.7 2.8 1.7 150 163 100 110 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-2 Ceiling Zone 2-2 Johnson Controls JCH048 233211499 WSHP /NS No Access I NS .75 I 3 Speed / NS 460 I 1 / 60 1.7 / NS Direct Drive / Direct Drive (2) 14x20x2 I DESIGN ACTUAL 1600 1720 3 Speed High Speed NS /NS .1 1 /.04 .66 .15 460 486 1.7 1.7 100 109 Page 10 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type / Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S. P. Voltage Amperage Outside Air Remarks: TEST DATE: 11 -13-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 2-3 FAN NO. WSHP 2-4 Ceiling Ceiling Zone 2-3 Zone 2-4 Carrier Carrier 50PCH048 50PCH030 2223V74955 1523V72218 WSHP/NS WSHP / NS No Access/ NS No Access / NS .75 I 3 Speed / NS .25 I 3 Speed / NS 460 I 1 / 60 460 I 1 / 60 2.8 I NS .9 / NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 20x34x2 (1) 16x25x2 DESIGN ACTUAL DESIGN ACTUAL 1600 1695 750 801 3 Speed High Speed 3 Speed High Speed NS /NS .17 / .08 NS /NS .13/.18 .66 .25 .5 .31 460 490 460 488 2.8 1.8 .9 .76 260 261 195 203 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-5 Ceiling Zone 2-5 Johnson Controls JCH009 233410067 WSHP /NS No Access / NS NS I 3 Speed / NS 265 I 1 / 60 I .8 /NS Direct Drive / Direct Drive (1) 18x10x2 DESIGN ACTUAL 280 303 I 3 Speed High Speed NS/NS .08 I .34 .5 .42 265 281 .8 .4 40 44 Page 11 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Ai r Remarks: TEST DATE: 11-13-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 2-6 FAN NO. WSHP 2-7 Ceiling Ceiling Zone 2-6 Zone 2-7 Carrier Carrier 50PCH036 50PCH024 1523V72135 0922V52472 WSHP /NS WSHP /NS No Access I NS No Access / NS .50 / 3 Speed / NS .25 / 3 Speed / NS 460 / 1 / 60 460 / 1 / 60 1.8 / NS .9 I NS Direct Drive I Direct Drive Direct Drive / Direct Drive (1) 18x30x2 (1 ) 16x25x2 DESIGN ACTUAL DESIGN ACTUAL 1200 1129 750 748 3 Speed High Speed 3 Speed High Speed NS /NS .06 / .06 NS /NS .09 I .54 .51 .12 .5 .63 460 489 460 490 1.8 1.38 .9 .73 130 137 45 49 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-8 I Ceiling I I Zone 2-8 I Johnson Controls I JCH018 233311032 WSHP /NS No Access / NS NS / 3 Speed / NS 265 / 1 / 60 .7 I NS I Direct Drive / Direct Drive (1) 16x25x2 I DESIGN ACTUAL 600 643 I 3 Speed High Speed NS /NS .11 /.18 I .59 .29 I 265 284 I I .7 .64 40 43 Page 12 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Ph ase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-13-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 2-9 FAN NO. WSHP 2-10 Ceiling Ceiling Zone 2-9 Zone 210 Johnson Controls Carrier JCH018 50PCH036 233311029 1523V72134 WSHP /NS WSHP /NS No Access / NS No Access / NS NS / 3 Speed / NS .5 I 3 Speed / NS 460 / 1 / 60 460 / 1 / 60 .7 /NS 1.8 / NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 16x25x2 (1) 18x30x2 DESIGN ACTUAL DESIGN ACTUAL 600 655 1050 1116 3 Speed High Speed 3 Speed High Speed NS /NS .10 / .1 2 NS /NS .14 /.16 .59 .22 .51 .30 460 469 460 490 .7 .66 1.8 .85 40 44 130 133 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-11 Ceiling Zone 2-11 Carrier 50PCH01 2 0219V92731 I WSHP /NS No Access / NS .1 / 3 Speed / NS 265 I 1 / 60 .85 I NS Direct Drive / Direct Drive (1) 1Ox16x2 DESIGN ACTUAL 340 346 3 Speed High Speed NS /NS NA/NA .59 - 265 282 .85 .67 185 174 Page 13 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps/ S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In I Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-13-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 2-12 FAN NO. WSHP 2-13 Ceiling Ceiling Zone 2-12 Zone 2-13 Carrier Carrier 50PCH024 50PCH024 2522V57872 4519V12727 WSHP/NS WSHP /NS No Access / NS No Access / NS .25 / 3 Speed / NS .25 / 3 Speed / NS 460 I 1 / 60 460 I 1 / 60 .9/NS .9 / NS Direct Drive / Direct Drive Direct Drive I Direct Drive (1) 16x25x2 (1) 16x25x2 DESIGN ACTUAL DESIGN ACTUAL 750 792 750 805 3 Speed High Speed 3 Speed High Speed NS /NS .13 / .23 NS/NS .10 / .53 .5 .36 .5 .63 460 490 460 489 .9 .86 .9 .77 135 148 110 107 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-14 Ceiling Zone 2-14 Carrier 50PCH024 0922V52473 WSHP /NS No Access / NS .25 I 3 Speed / NS 460 I 1 / 60 .9/NS Direct Drive I Direct Drive I (1) 16x25x2 DESIGN ACTUAL 750 807 I 3 Speed Low Speed NS /NS .13 / .21 .5 .34 460 488 .9 .62 230 216 Page 14 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11 -14-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 2-15 FAN NO. WSHP 2-16 Ceiling Ceiling Zone 2-15 Zone 2-16 Johnson Controls Carrier JCH048 50PCH036 233310060 1523V72137 WSHP/NS WSHP /NS No Access I NS No Access I NS NS / 3 Speed I NS .50 I 3 Speed / NS 460 I 1 / 60 460 I 1 160 1.7 / NS 1.8 / NS Direct Drive / Direct Drive Direct Drive / Direct Drive (2) 14x20x2 (1) 18x30x2 DESIGN ACTUAL DESIGN ACTUAL 1740 1814 1200 1191 3 Speed High Speed 3 Speed High Speed NS/NS .15 /.12 NS/NS .37 I .08 .66 .27 .51 .45 460 489 460 484 1.7 1.5 1.8 1.35 230 237 240 253 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-17 I Ceiling Zone 2-17 I Carrier I I 50PCH036 I 4619V13378 WSHP/NS No Access I NS .50 I 3 Speed / NS 460 I 1 / 60 1.8 / NS Direct Drive / Direct Drive (1) 18x30x2 DESIGN ACTUAL 1200 1118 I 3 Speed High Speed NS/NS .37 I .30 .51 .67 460 490 1.8 1.36 150 140 I I Page 15 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type / Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11-14-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 2-18 FAN NO. WSHP 2-19 Ceiling Ceiling Zone 2-18 Zone 2-9 Carrier Johnson Controls 50PCH048 JCH018 2223V74953 233311030 WSHP /NS WSHP/NS No Access / NS No Access / NS .75 / 3 Speed / NS NS / 3 Speed / NS 460 I 1 / 60 265 / 1 / 60 2.8 I NS .7 /NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 20x34x2 (1) 16x24x2 DESIGN ACTUAL DESIGN ACTUAL 1400 1469 600 628 3 Speed High Speed 3 Speed High Speed NS /NS .38 I .33 NS /NS .23 I .08 .66 .71 .59 .31 460 489 265 283 2.8 1.6 .7 .66 180 196 45 49 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-20 I Ceiling I Zone 2-20 Johnson Controls JCH042 23331059 WSHP/NS I No Access / NS NS / 3 Speed / NS I 460 / 1 / 60 ' 1.6 / NS I Direct Drive / Direct Drive I (2) 14x20x2 DESIGN ACTUAL 1400 1308 3 Speed Hi Speed NS /NS .11 /.15 .65 .26 I 460 490 I I 1.6 .85 I 225 241 Page 16 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type / Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Filters TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Outside Air Remarks: TEST DATE: 11 -14-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. WSHP 2·21 FAN NO. WSHP 2·22 Ceiling Ceiling Zone 2-21 Zone 2-22 Johnson Controls Carrier JCH018 50PCH024 23331 1031 2522V57873 WSHP /NS WSHP /NS No Access / NS No Access I NS NS I 3 Speed/ NS .25 I 3 Speed / NS 265 / 1 / 60 460 / 1 / 60 .7 /NS .9 /NS Direct Drive / Direct Drive Direct Drive / Direct Drive (1) 16x25x2 (1) 16x25x2 DESIGN ACTUAL DESIGN ACTUAL 600 616 750 785 3 Speed High Speed 3 Speed High Speed NS /NS .11 /.17 NS /NS .15 / .48 .59 .28 .5 .63 265 283 460 489 .7 .62 .9 .8 45 49 45 48 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. WSHP 2-23 Ceiling Zone 2-23 Carrier I 50PCH048 I 4319V12047 I WSHP /NS No Access / NS .75 I 3 Speed / NS 460 / 1 / 60 I 2.8 I NS I Direct Drive / Direct Drive I (1) 20x34x2 I I DESIGN ACTUAL I 1600 1661 I 3 Speed High Speed NS /NS .1 2 / .60 I I .66 .72 I 460 489 ' I 2.8 1.5 I I 85 82 I I Page 17 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type / Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps/ S.F. Motor Sheave Make/Model TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Remarks: TEST DATE: 11-17-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. BF 1-1 FAN NO. BF 2-1 MPOE 105 Roof Ladder 205 MPOE 105 Roof Ladder 205 Green heck Green heck SQ-90-VG SQ-90-VG 220096213 22009630 lnline / NS lnline / NS NS /NS NS /NS NS / Variable / NS NS / Variable / NS 115 / 1 / 60 115/1 /60 1.33 / NS 1.33 / NS Direct Drive / Direct Drive Direct Drive / Direct Drive DESIGN ACTUAL DESIGN ACTUAL 550 554 550 568 Variable Setting 6 Variable Setting 6 NS /NS NA /NA NS/NS NA /NA .25 -.25 - 115 122 115 121 1.33 .76 1.33 .74 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. BF 2-2 I IT Closet 209 I IT Closet 209 Greenheck SQ-90-VG 22009627 I lnline / NS I NS /NS I NS / Variable / NS I 115 / 1 / 60 I 1.33 / NS I Direct Drive / Direct Drive I DESIGN ACTUAL I 550 559 Variable Setting 6 I NS /NS NA /NA .25 - 115 122 1.33 .72 Page 18 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model TEST DATA CFM Fan RPM S.P. In/ Out External S.P. Voltage Amperage Remarks: TEST DATE: 11-17-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. EF-1 FAN NO. Roof 1st & 2nd Floor Greenheck G-240-VG 22327134 Dome/NS Baldor / NS 3 I Variable / NS 208 I 3160 6.5/1.0 Direct Drive / Direct Drive DESIGN ACTUAL DESIGN ACTUAL 4680 4666 Variable Setting 10 NS /NS 1.0 / Atmos. .75 -- 208 212 6.5 4.7 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. DESIGN ACTUAL - Page 19 of 6~ PROJECT Trump Card FAN DATA Location Service Manufacturer Model Number Serial Number Type I Class Motor Make / Style Motor HP/RPM/Frame Volts/Phase/Hertz F.L. Amps / S.F. Motor Sheave Make/Model Motor Sheave Dia./Bore Fan Sheave Make Fan Sheave Dia./Bore No. Belts Make/Size Sheave CL Distance TEST DATA CFM Fan RPM S.P. In / Out External S.P. Voltage Amperage Remarks: TEST DATE: 11-17-23 U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 FAN NO. SF 1-1 FAN NO. SF 1-2 Roof Roof Second Floor First Floor Cook Cook 150 ASP 150 ASP 138SK58117-00/0000702 138SK58117-00/0000701 Make Up / NS Make Up / NS Weg. I NS Weg. I NS 2 I 17 40 / 143/5T 2 I 1740 / 143/5T 208 I 3 / 60 208 I 3160 5.38 / 1.15 5.38 / 1.15 Power Drive / NS Power Drive / NS VL40 / 7/8 VL40 / 7/8 Power Drive Power Drive AK74 / 1 AK74 / 1 1 / Continental I AX49 1 / Continental I AX49 17" 17" DESIGN ACTUAL DESIGN ACTUAL 2885 3061 3665 3724 1160 684 1160 775 NS/NS Atmos. I .52 NS/NS Atmos. I .67 .61 -.61 - 208 212 208 211 5.38 4.4 5.38 5.0 READINGS BY: Bill Lyons FAN TEST REPORT FAN NO. I DESIGN ACTUAL I - I Page 20 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT ____ T_r_u_m_,_p_C_a_rd _______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 127 1 SG-3 18x16 400 NA Rm 127 2 SG-3 18x16 400 NA Rm 127 3 SG-3 18x16 400 NA Rm 127 4 SG-3 18x16 400 NA TOTAL 1600 Return Rm 127 1 RG-2 14" 635 NA Rm 127 2 RG-2 14" 635 NA TOTAL 1270 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-1 Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I NA 413 103% I NA 439 110% I NA 432 108% ' NA 439 110% I 1723 108% I I I NA 605 95% NA 592 93% I 1197 94% I TEST DATE: 11-15-23 READINGS BY: Bill Lyons Page 21 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT ---------"-....:....;_ ________ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 127 1 SG-3 14x6 200 NA Rm 127 2 SG-3 14x6 200 NA Rm 127 3 SG-3 14x6 200 NA Rm 127 4 SG-3 14x6 200 NA Rm 127 5 SG-3 14x6 200 NA Rm 127 6 SG-3 14x6 200 NA Rm 127 7 SG-3 14x6 200 NA Rm 127 8 SG-3 14x6 200 NA TOTAL 1600 Return Rm 127 1 RG-2 14" 650 NA Rm 127 2 RG-2 14" 650 NA TOTAL 1300 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-2 Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN I CFM (/s) CFM (/s) NA 211 106% NA 220 110% NA 217 108% NA 205 102% NA 213 106% NA 220 110% NA 219 110% NA 195 98% 1700 106% NA 660 102% NA 627 96% 1287 99% TEST DATE: 11-15-23 READINGS BY: Bill Lyons Page 22 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 127 1 SG-3 14x6 300 NA Rm 127 2 SG-3 14x6 300 NA Rm 127 3 SG-3 14x6 300 NA Rm 127 4 SG-3 14x6 300 NA TOTAL 1200 Return Rm 127 1 RG-2 12" 390 NA Rm 127 2 RG-2 12" 390 NA TOTAL 780 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-3 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 330 110% NA 327 109% NA 323 108% NA 312 104% 1292 108% NA 405 104% NA 378 97% 783 100% I TEST DATE: 11-15-23 READINGS BY: Bill Lyons Page 23 of 6, U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER _____ _:_N..;:_S _____ TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 128 1 LN-2 10" 300 NA Rm 128 2 LN-2 1 O" 300 NA TOTAL 600 Return Rm 128 1 LN-2 10" 185 NA Rm 128 2 LN-2 1 O" 185 NA TOTAL 370 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-4 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 318 106% NA 314 105% 632 105% NA 170 92% NA 166 90% 336 91% I I TEST DATE: 11-15-23 READINGS BY: Bill Lyons Page 24 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ __,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 100 1 LN-2 10" 250 NA Rm 100 2 LN-2 10" 250 NA Rm 100 3 LN-2 10" 250 NA TOTAL 750 Return Rm 100 1 LN-2 10" 310 NA Rm 100 2 LN-2 10" 310 NA TOTAL 620 AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-5 Flow Hood MINIMUM FINAL I ¾OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I I NA 275 110% NA 229 92% NA 250 100% 754 101% NA 295 95% NA 284 92% 579 93% TEST DATE: 11-15-23 READINGS BY: Bill Lyons Page 25 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT _______ T_r_u_m ...... p_C_a_rd _______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 117 1 SG-3 1 0" 240 NA Rm 117 2 SG-1 1 0" 240 NA Rm 117 3 SG-1 1 0" 240 NA Rm 117 4 SG-1 10" 240 NA Rm 117 5 SG-1 10" 240 NA TOTAL 1200 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-6 Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I NA 260 108% NA 249 104% NA 241 100% I NA 259 108% I NA 263 I 110% 1272 106% TEST DATE: 11 -15-23 READINGS BY: Bill Lyons Page 26 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT ________ .,__ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 117 1 SG-3 1 O" 300 NA Rm 117 2 SG-1 10" 300 NA Rm 117 3 SG-1 10" 300 NA Rm 117 4 SG-1 10" 300 NA TOTAL 1200 AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-7 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I NA 326 109% NA 275 92% NA 307 102% NA 319 106% 1227 102% TEST DATE: 11 -15-23 READINGS BY: Bill Lyons Page 27 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT ____ T_r...:..u_m..c:..p....:C...:..a....:rd:__ ______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 117 1 SG-3 10" 300 NA Rm 117 2 SG-1 10" 300 NA TOTAL 600 AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-8 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 329 110% NA 318 106% 647 108% TEST DATE: 11 -15-23 READINGS BY: Bill Lyons Page 28 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-9 Flow Hood ------------------------- OUTLET DESIGN PRELIMINARY MINIMUM FINAL AREA %OF SERVED NO. TYPE SIZE AIRFLOW AIRFLOW AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) CFM (/s) CFM (/s) Supply Rm 118 1 SG-1 10" 230 NA NA 226 98% Rm 118 2 SG-1 10" 230 NA NA 234 102% Rm 118 3 SG-1 10" 230 NA NA 229 100% Rm 118 4 SG-4 10" 260 NA NA 275 106% Rm 118 5 SG-1 10" 230 NA NA 224 97% Rm 118 6 SG-1 10" 230 NA NA 229 100% TOTAL 1410 1417 100% TEST DATE: 11-15-23 READINGS BY: Bill Lyons Page 29 of 6, U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ __,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 112 1 SG-1 8" 120 NA Rm 113 2 SG-1 8" 120 NA Rm 114 3 SG-1 8" 95 NA Rm 115 4 SG-1 8" 95 NA TOTAL 430 Return Rm 112 1 RG-1 8" 105 NA Rm 113 2 RG-1 8" 105 NA Rm 114 3 RG-1 8" 80 NA Rm 115 4 RG-1 8" 80 NA TOTAL 370 AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-10 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I NA 124 103% NA 124 103% NA 101 106% NA 98 103% 447 104% NA 98 93% NA 95 90% NA 76 95% NA 75 94% 344 93% TEST DATE: 11-15-23 READINGS BY: Bill Lyons Page 30 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ _,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 111 1 SG-1 8" 135 NA Open Area 2 SG-3 10" 345 NA Open Area 3 SG-2 8" 255 NA Open Area 4 SG-3 10" 345 NA Open Area 5 SG-3 10" 200 NA Open Area 6 SG-4 10" 200 NA Rm 110 7 SG-3 10" 120 NA TOTAL 1600 Return Open Area 1 LN-4 12" 370 NA Open Area 2 LN-4 12" 370 NA Open Area 3 LN-4 12" 375 NA Rm 111 4 RG-1 8" 120 NA Rm 110 5 RG-4 8" 105 NA TOTAL 1340 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-11 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 134 99% NA 335 97% NA 232 91% NA 312 90% NA 208 104% NA 217 108% NA 126 105% 1564 98% NA 344 93% NA 345 93% NA 346 92% NA 110 92% NA 98 93% 1243 93% TEST DATE: 11-16-23 READINGS BY: Bill Lyons Page 31 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 126 1 SG-3 14x6 230 NA Rm 126 2 SG-3 14x6 230 NA Rm 126 3 SG-3 14x6 230 NA Rm 126 4 SG-3 14x6 230 NA Rm 126 5 SG-3 14x6 230 NA Rm 126 6 SG-3 14x6 230 NA Rm 126 7 SG-3 14x6 230 NA TOTAL 1610 Return Rm 126 1 RG-2 14" 735 NA Rm 126 2 RG-2 14" 735 NA TOTAL 1470 AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-12 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 250 109% NA 247 107% NA 235 102% NA 249 108% NA 246 107% NA 238 103% NA 233 101% 1698 105% NA 681 93% NA 693 94% 1374 93% TEST DATE: 11-16-23 READINGS BY: Bill Lyons Page 32 of 6, U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT ---------'---------OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 126 1 SG-3 14x6 240 NA Rm 126 2 SG-3 14x6 240 NA Rm 126 3 SG-3 14x6 240 NA Rm 126 4 SG-3 14x6 240 NA Rm 126 5 SG-3 14x6 240 NA TOTAL 1200 Return Rm 126 1 RG-2 14" 435 NA Rm 126 2 RG-2 14" 435 NA TOTAL 870 AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-13 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 255 106% NA 247 103% NA 231 96% NA 265 110% NA 261 109% 1259 105% NA 415 95% NA 430 99% 845 97% I TEST DATE: 11-16-23 READINGS BY: Bill Lyons Page 33 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 126 1 SG-3 14x6 265 NA Rm 126 2 SG-3 14x6 265 NA Rm 126 3 SG-3 14x6 265 NA Rm 126 4 SG-3 14x6 265 NA Rm 126 5 SG-3 14x6 265 NA Rm 126 6 SG-3 14x6 265 NA TOTAL 1590 Return Rm 126 1 RG-2 14" 725 NA Rm 126 2 RG-2 14" 725 NA TOTAL 1450 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-14 Flow Hood MINIMUM FINAL ¾OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 270 102% NA 287 108% NA 276 104% NA 250 94% NA 286 108% NA 283 107% 1652 104% NA 681 94% NA 655 90% 1336 92% I I I TEST DATE: 11-16-23 READINGS BY: Bill Lyons Page 34 of 6, U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT --------.!C.........--------0 UT LET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Meeting 125 1 SG-1 8" 200 NA Meeting 125 2 SG-1 8" 200 NA Meeting 125 3 SG-1 8" 200 NA Meeting 125 4 SG-1 8" 200 NA Meeting 125 5 SG-1 8" 200 NA Meeting 125 6 SG-1 8" 200 NA TOTAL 1200 Return Meeting 125 1 RG-1 12" 555 NA Meeting 125 2 RG-1 12" 555 NA TOTAL 1110 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-15 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 215 108% NA 220 110% NA 218 109% NA 220 110% NA 219 110% NA 215 108% 1307 109% NA 508 92% NA 537 97% 1045 94% I I I TEST DATE: 11-16-23 READINGS BY: Bill Lyons Page 35 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ __,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 124 1 SG-1 8" 170 NA Rm 123 2 SG-1 6" 55 NA Rm 122 3 SG-1 6" 55 NA TOTAL 280 AIR OUTLET TEST REPORT (Flow Hood) WSHP 1-16 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 170 100% NA 56 102% NA 60 109% 286 102% TEST DATE: 11-16-23 READINGS BY: Bill Lyons Page 36 of 5; U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ __,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 118 1 SG-1 10" 300 NA Rm 118 2 SG-1 10" 300 NA Rm 118 3 SG-1 10" 300 NA Rm 118 4 SG-1 1 O" 300 NA TOTAL 1200 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-17 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 328 109% NA 330 110% NA 323 108% NA 326 109% 1307 109% TEST DATE: 11-16-23 READINGS BY: Bill Lyons Page 37 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ __,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 121 1 SG-3 14x6 250 NA Rm 121 2 SG-3 14x6 250 NA Rm 121 3 SG-1 10" 450 NA Rm 121 4 SG-1 10" 450 NA TOTAL 1400 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-18 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 272 109% NA 266 106% NA 458 102% NA 464 103% 1460 104% TEST DATE: 11 -16-23 READINGS BY: Bill Lyons Page 38 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT ____ T_r..:..um~p--=C..:..a--=rd:...._ ______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 118 1 SG-1 12" 400 NA Rm 118 2 SG-1 12" 400 NA Rm 118 3 SG-1 12" 400 NA Rm 118 4 SG-1 12" 400 NA TOTAL 1600 Al R OUTLET TEST REPORT (Flow Hood) WSHP 1-19 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (Is) CFM (/s) NA 414 103% NA 363 91% NA 377 94% NA 416 104% 1570 98% TEST DATE: 11 -16-23 READINGS BY: Bill Lyons Page 39 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT -------'---'-___;;_;__;:__ _____ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 226 1 SG-1 12" 400 NA Rm 226 2 SG-1 12" 400 NA Rm 226 3 SG-1 12" 400 NA Rm 226 4 SG-1 12" 400 NA TOTAL 1600 Return Rm 226 1 RG-1 12" 500 NA Rm 226 2 RG-1 12" 500 NA Rm 226 3 RG-1 12" 500 NA TOTAL 1500 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-1 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 401 100% NA 426 106% NA 423 106% NA 416 104% 1666 104% NA 480 96% NA 463 93% NA 470 94% 1413 94% TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 40 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT ------=----"----=-=~------OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 226 1 SG-1 10" 320 NA Rm 226 2 SG-1 10" 320 NA Rm 226 3 SG-1 10" 320 NA Rm 226 4 SG-1 1 O" 320 NA Rm 226 5 SG-1 1 O" 320 NA TOTAL 1600 Return Rm 226 1 RG-1 12" 500 NA Rm 226 2 RG-1 12" 500 NA Rm 226 3 RG-1 12" 500 NA TOTAL 1500 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-2 Flow Hood MINIMUM FINAL ¾OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 347 108% NA 335 105% NA 350 109% NA 341 107% NA 347 108% 1720 108% NA 510 102% NA 470 94% NA 487 97% 1467 98% I I l TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 41 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT --------~--------0 UT LET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 226 1 SG-1 12" 400 NA Rm 226 2 SG-1 12" 400 NA Rm 226 3 SG-1 12" 400 NA Rm226 4 SG-1 12" 400 NA TOTAL 1600 Return Rm 226 1 RG-1 12" 500 NA Rm 226 2 RG-1 12" 500 NA Rm 226 3 RG-1 12" 500 NA TOTAL 1500 REMARKS: The return design didn't allow enough for the design OSA. AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-3 Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN I CFM (/s) CFM (Is) NA 438 110% NA 410 102% NA 428 107% NA 419 105% 1695 106% NA 430 86% NA 435 87% NA 406 81 % 1271 85% TEST DATE: 11 -13-23 READINGS BY: Bill Lyons Page 42 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT ____ T_r_u_m.,_p_C_a_rd _______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (Is) CFM (/s) Supply Rm 209 1 LN-2 10" 250 NA Rm 209 2 LN-2 10" 250 NA Rm 209 3 LN-2 1 O" 250 NA TOTAL 750 Return Rm 209 1 LN-2 10" 185 NA Rm 209 2 LN-2 10" 185 NA Rm 209 3 LN-2 10" 185 NA TOTAL 555 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-4 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 273 109% NA 254 102% NA 274 110% 801 107% NA 171 92% NA 168 91% NA 166 90% 505 91% TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 43 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 211 1 SG-1 12" 400 NA Rm 211 2 SG-1 12" 400 NA Rm 211 3 SG-1 12" 400 NA TOTAL 1200 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-6 Flow Hood MINIMUM FINAL ¾OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 382 96% NA 386 96% NA 361 90% 1129 94% TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 44 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT -----.......l....-------- OUTLET MANUFACTURER N S TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 212 1 SG-1 10" 375 NA Rm 212 2 SG-1 10" 375 NA TOTAL 750 Return Rm 212 1 RG-1 10" 350 NA Rm 212 2 RG-1 10" 355 NA TOTAL 705 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-7 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 379 101% NA 369 98% 748 100% NA 319 91% NA 321 90% 640 91% TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 45 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ __,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 213 1 SG-1 10" 300 NA Rm 213 2 SG-1 10" 300 NA TOTAL 600 Al R OUTLET TEST REPORT (Flow Hood) WSHP 2-8 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 316 105% NA 327 109% 643 107% TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 46 of 6, U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT ____ T_r_um__,_p_C_a_rd _______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 214 1 SG-1 10" 300 NA Rm 214 2 SG-1 10" 300 NA TOTAL 600 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-9 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 326 109% NA 329 110% 655 109% TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 47 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT ____ T_r..:..um~p--=C-=a--=rd:....._ ______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 211 1 SG-1 10" 245 NA Open Area 2 SG-3 14x6 245 NA Open Area 3 SG-3 14x6 245 NA Open Area 4 SG-3 14x6 245 NA Open Area 5 SG-3 14x6 70 NA TOTAL 1050 Al R OUTLET TEST REPORT (Flow Hood) WSHP 2-10 Flow Hood MINIMUM FINAL 1 ¾OF AIRFLOW AIRFLOW DESIGN CFM (Is) CFM (/s) NA 259 106% NA 261 107% NA 253 103% NA 268 109% NA 75 107% 1116 106% TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 48 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT --------~-------- OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (Is) CFM (/s) Supply Rm 215 1 LN-1 8" 170 NA Rm 215 2 LN-1 8" 170 NA TOTAL 340 Return Rm 215 1 LN-1 8" 170 NA Rm 215 2 LN-1 8" 170 NA TOTAL 340 REMARKS: The return design didn't allow enough for the design OSA. Al R OUTLET TEST REPORT (Flow Hood) WSHP 2-11 Flow Hood MINIMUM FINAL ¾OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 168 99% NA 178 105% 346 102% NA 68 40% NA 73 43% 141 41% I I TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 49 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT ____ ___;_----"-.___::,:.....:.,_ _____ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 201 1 SG-1 8" 140 NA Rm 202 2 SG-5 6" 50 NA Rm 203 3 SG-5 6" 50 NA Hall 4 LN-1 8" 125 NA Rm 211 5 SG-1 8" 250 NA Open Area 6 SG-3 14x6 135 NA TOTAL 750 Return Rm 201 1 RG-2 8" 120 NA Hall 2 LN-1 8" 110 NA TOTAL 230 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-12 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 136 97% NA 55 110% NA 54 108% NA 138 110% NA 267 107% NA 142 105% 792 106% NA 130 108% NA 120 109% 250 109% I TEST DATE: 11-13-23 READINGS BY: Bill Lyons Page 50 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT _______ T_r..:..u..:..m.i:..p--=C-=a----=rd _______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm223 1 SG-1 12" 145 NA Rm 224 2 SG-1 12" 145 NA Rm 225 3 SG-1 12" 250 NA Rm 211 4 SG-1 12" 250 NA TOTAL 790 Return Rm 223 1 RG-1 8" 130 NA Rm 224 2 RG-1 8" 130 NA TOTAL 260 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-13 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 148 102% NA 146 101 % NA 253 101 % NA 258 103% 805 102% NA 127 98% NA 121 93% 248 95% TEST DATE: 11 -14-23 READINGS BY: Bill Lyons Page 51 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT ________ .,__ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Open Area 1 SG-3 14x6 250 NA Open Area 2 SG-3 14x6 250 NA Open Area 3 SG-3 14x6 250 NA TOTAL 750 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-14 Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 265 106% NA 266 106% NA 276 110% 807 108% TEST DATE: 11-14-23 READINGS BY: Bill Lyons Page 52 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT _____ _,_ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Open Area 1 SG-3 18x6 320 NA Open Area 2 SG-3 18x6 330 NA Open Area 3 SG-3 18x6 340 NA Open Area 4 SG-3 18x6 330 NA Rm 221 5 SG-1 6" 70 NA Rm220 6 SG-1 6" 70 NA Open Area 7 SG-4 14x6 280 NA TOTAL 1740 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-15 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 348 109% NA 352 107% NA 359 106% NA 349 106% NA 71 101% NA 72 103% NA 263 94% 1814 104% TEST DATE: 11-14-23 READINGS BY: Bill Lyons Page 53 of 6, PROJECT U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 Trump Card SYSTEM/UNIT _____ __,_ _______ _ AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-16 OUTLET MANUFACTURER NS TEST APPARATUS Flow Hood OUTLET DESIGN PRELIMINARY MINIMUM FINAL I AREA ¾OF SERVED NO. TYPE SIZE AIRFLOW AIRFLOW AIRFLOW AIRFLOW DESIGN I CFM (/s) CFM (/s) CFM (/s) CFM (/s) Supply Rm 222 1 LN-3 10" 300 NA NA 248 83% Rm 222 2 LN-3 10" 300 NA NA 252 84% Rm 222 3 LN-3 10" 300 NA NA 256 85% Rm 222 4 LN-3 10" 300 NA NA 246 82% Rm 222 5 LN-1 8" 200 NA NA 189 94% TOTAL 1400 1191 85% REMARKS: WSHP 2-16 is low on air. This is a 1200 CFM unit not a 1400 CFM unit. Return Rm 222 1 LN-4 12" 450 NA NA 307 68% Rm 222 2 LN-4 12" 455 NA NA 289 64% Rm 222 3 LN-4 12" 455 NA NA 328 72% TOTAL 1360 924 68% REMARKS: The return design didn't allow enough for the design OSA. TEST DATE: 11 -14-23 READINGS BY: Bill Lyons Page 54 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm222 1 LN-2 10" 300 NA Rm222 2 LN-2 10" 300 NA Rm222 3 LN-2 10" 300 NA Rm222 4 LN-2 10" 300 NA TOTAL 1200 Return Rm 222 1 LN-4 12" 525 NA Rm 222 2 LN-4 12" 525 NA TOTAL 1050 Al R OUTLET TEST REPORT (Flow Hood) WSHP 2-17 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 274 91% NA 285 95% NA 284 95% NA 275 92% 1118 93% NA 472 90% NA 485 92% 957 91% TEST DATE: 11-14-23 READINGS BY: Bill Lyons Page 55 of 6~ PROJECT U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 Trump Card SYSTEM/UNIT -----~--------OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 222 1 LN-3 1 O" 300 NA Rm 222 2 LN-3 10" 300 NA Rm 222 3 LN-1 8" 200 NA Rm 222 4 LN-3 10" 300 NA Rm 222 5 LN-3 10" 300 NA TOTAL 1400 Return Rm 222 1 LN-4 12" 470 NA Rm 222 2 LN-4 12" 475 NA Rm 222 3 LN-4 12" 475 NA TOTAL 1420 REMARKS: The return design didn't allow enough for the design OSA. AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-18 Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I I NA 323 108% I NA 321 107% NA 208 104% NA 325 108% I NA 292 97% I 1469 105% I NA 404 86% I NA 400 84% NA 426 90% 1230 87% I TEST DATE: 11-14-23 READINGS BY: Bill Lyons Page 56 of 6, U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT _____ Tr_u_m_._p_C_a_rd _______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 219 1 SG-1 1 O" 300 NA Rm 219 2 SG-1 1 O" 300 NA TOTAL 600 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-19 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 321 107% NA 307 102% 628 105% TEST DATE: 11-14-23 READINGS BY: Bill Lyons Page 57 of 6~ PROJECT U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 Trump Card SYSTEM/UNIT -----~-------- OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 218 1 SG-1 10" 350 NA Rm 218 2 SG-1 10" 350 NA Rm 218 3 SG-1 10" 350 NA Rm 218 4 SG-1 10" 350 NA TOTAL 1400 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-20 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I NA 325 93% NA 337 96% NA 320 91% NA 326 93% 1308 93% TEST DATE: 11-14-23 READINGS BY: Bill Lyons Page 58 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT Trump Card SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS ------------ OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm216 1 SG-1 10" 300 NA Rm 216 2 SG-1 1 O" 300 NA TOTAL 600 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-21 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (Is) NA 329 110% NA 287 96% 616 103% TEST DATE: 11 -14-23 READINGS BY: Bill Lyons Page 59 of 6, PROJECT U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 Trump Card SYSTEM/UNIT _____ __,__ _______ _ OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 217 1 SG-1 1 O" 375 NA Rm 217 2 SG-1 10" 375 NA TOTAL 750 Return Rm 217 1 RG-1 1 O" 355 NA Rm 217 2 RG-1 10" 350 NA TOTAL 705 AIR OUTLET TEST REPORT (Flow Hood) WSHP 2-22 Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) NA 399 106% NA 386 103% 785 105% NA 346 97% NA 328 94% 674 96% TEST DATE: 11 -14-23 READINGS BY: Bill Lyons Page 60 of 6~ U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 PROJECT ____ T_r..::..u..::..m.i::.p--=C..::..a--=rd;__ ______ SYSTEM/UNIT OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Supply Rm 218 1 SG-1 12" 400 NA Rm 218 2 SG-1 12" 400 NA Rm 218 3 SG-1 12" 400 NA Rm 218 4 SG-1 12" 400 NA TOTAL 1600 Al R OUTLET TEST REPORT (Flow Hood) WSHP 2-23 Flow Hood MINIMUM FINAL %OF AIRFLOW AIRFLOW DESIGN CFM (/s) CFM (/s) I NA 392 98% NA 429 107% NA 425 106% NA 415 104% 1661 104% TEST DATE: 11 -14-23 READINGS BY: Bill Lyons Page 61 of 6~ PROJECT U. S. AIR BALANCE 1369 Craigmont St. El Cajon, CA 92019 Licence #793369 Trump Card SYSTEM/UNIT -------~--------OUTLET MANUFACTURER NS TEST APPARATUS OUTLET DESIGN PRELIMINARY AREA SERVED NO. TYPE SIZE AIRFLOW AIRFLOW CFM (/s) CFM (/s) Exhaust Rm 127 1 EG-3 14" 630 NA Rm 108 2 EG-3 8" 100 NA Rm 107 3 EG-1 8" 210 NA Rm 107 4 EG-1 6" 70 NA Open Area 5 EG-3 16" 960 NA Rm 106 6 EG-1 6" 70 NA Rm 106 7 EG-1 8" 210 NA Open Area 8 EG-2 8" 100 NA Rm 102 9 EG-1 8" 140 NA Rm 103 10 EG-1 8" 140 NA Rm 105 11 EG-3 6" 70 NA Rm 208 12 EG-1 8" 210 NA Open Area 13 EG-3 24x14 1100 NA Rm207 14 EG-3 6" 70 NA Rm 206 15 EG-3 8" 50 NA Rm 203 16 EG-1 8" 120 NA Rm 207 17 EG-1 8" 210 NA Rm 202 18 EG-1 8" 120 NA Open Area 19 EG-3 8" 100 NA TOTAL 4680 AIR OUTLET TEST REPORT (Flow Hood) EF-1 1st & 2nd Floor Flow Hood MINIMUM FINAL I %OF AIRFLOW AIRFLOW DESIGN I CFM (/s) CFM (/s) NA 635 101% I NA 107 107% NA 195 93% NA 71 101% NA 877 91% NA 66 94% NA 195 93% NA 103 103% I NA 137 98% NA 128 91% NA 67 96% NA 204 97% NA 1182 107% NA 76 109% NA 55 110% NA 118 98% NA 218 104% NA 127 106% NA 105 105% 4666 100% TEST DATE: 11 -17-23 READINGS BY: Bill Lyons Page 62 of 62 TAB Certification / TAB Qualifications PROJECT INSTRUMENT TYPE #8 Air Data Multimeter #5 Clamp-on Multimeter #19 Tachometer #2 Flow Hood NEBB TAB FIRM TAB SUPERVISOR Trump Card MANUF MODEL NUMBER Shortridge ADM-870C Milwaukee 2235-20 EXTECH 461920 ShortridQe ADM-850 U.S. AIR BALANCE, INC. KENNETH A. L VONS INSTRUMENT CALIBRATION REPORT SERIAL DATES INSTRUMENT NUMBER OF USE CALIBRATION EXP.DATE M23038 10/23/23 3/29/2024 & 10/24/23 C90A921530734 10/23/23 12/1/2023 &10/24/23 171115231 10/23/23 10/25/2024 &10/24/23 M95026 10/23/23 12/1/2023 &10/24/23 CALIBRATION CERTIFICATES ON FILE AVALIABLE UPON REQUEST AIRDATA MUL I IMt: I t:K Lit:.K 11i-1v,-..1 t: ur vl"\L1ol'V'\, 1v1" Customer ID: 005 4 0 I SIN: .M 13 03 8' Customer: 4S AtR f>ALA~CG I INC, City: EL CA:rotJ State: c.A Model#: A D M-~ 7o C. PO#: ________ Calibration Due Date: ______ Order #: ~3o 300 Rh 7.. Lf % Ambient Temperature 7} °F Barometric Pressure 2-s', 3 .3,n Hg ABSOLUTE PRESSURE TEST (in Hg) TEST METER TOLERANCE = ± 2.0 % ± .1 in Hg Pressure Standard. Heise #12A-R SIN: 45605148491 Pressure Standard· Heise #02-R SIN: 41741142451 Pressure Standard: Heise #04-R SIN: 41743142453 Pressure Standard: Heise #06-R SIN: 41 742/42452-1 Pressure Standard: Heise #08-R S/N 42186143328 Pressure Standard: Heise #10-R SIN 42203/43352 Pressure Standard: Heise #14-R SIN: 43412/45043-2 __ _ Pressure Standard· Heise #16-R S/N: 43413/45044 Pressure Standard: Heise #18-R SIN: 44581146845-1 Pressure Standard: Heise #20-R S/N: 44582/46847 Aoorox Set Point Standard Test Meter % Diff 14.0 11..1.00 13,q -. 71 28.4 z~.':7~ 2~,y ,25 40.0 c..10 , oo Yo.~ I 7,; DIFFERENTIAL PRESSURE TEST (in we) TEST METER TOLERANCE = ± 2.0 % ± b.001 in we Pressure Standard· Heise #01 -L SIN: 41739142449 Pressure Standard: Heise #01-R SIN: 41739/42446 Pressure Standard: Heise #02-L SIN: 41741/42454 Pressure Standard. Heise #03A-L SIN: 45570/48461 Pressure Standard· Heise #03A-R SIN: 45570/48460 Pressure Standard· Heise #04-L SIN: 417 43142456 Pressure Standard: Heise #05-L SIN: 41740/42450 Pressure Standard. Heise #05-R SIN 417 40/4244 7 Pressure Standard: Heise #06-L SIN: 41742/42455 Pressure Standard Heise #07-L S/N: 42185/42186 Pressure Standard· Heise #07-R S/N. 42185/43326 Pressure Standard: Heise #08-L SIN: 42186/43329 Pressure Standard: Heise #09-L S/N: 42202143351 Pressure Standard: Heise #09-R S/N. 42202/43350 Pressure Standard: Heise #10-L SIN 42203/43353 Approx Set Point Standard ,0500 I c,_5 1 z_ .1250 . I Z '?t .2250 , 2 2 51 1.000 I , o I 7 2.000 L,{)O 3 3.600 3.614 4.400 Ll,421 27.00 7-7.o I 50.00 50, )I. Over Pressure NA Pressure Standard. Heise #11-L SIN: 43165/44551-1 Pressure Standard Heise #11 -R SIN 43165144730 Pressure Standard: Heise #12A-L SIN: 45605/48490-1 Pressure Standard: Heise #13-L SIN: 43415145041 Pressure Standard: Heise #13-R SIN. 43415145039 Pressure Standard. Heise #14-L SIN 43412/45045 Pressure Standard. Heise #15-L SIN 43416145042 Pressure Standard: Heise #15-R SIN. 43416145040-1 Pressure Standard Heise #16-L SIN: 43413/45046 Pressure Standard· Heise #17-L SIN: 44579146842 Pressure Standard· Heise #17-R SIN· 44579/46841 Pressure Standard Heise #18-L SIN: 44581/46846 Pressure Standard. Heise #19-L SIN: 44580/46844 Pressure Standard. Heise #19-R SIN. 44580146843 Pressure Standard Heise #20-L SIN: 44582146848 Test Meter % Diff IO s 11 -, z_o , I Z liO -.08' , Z2 So -,OL/ I, o I 3 -.3'1 Z, Oo l( ,CJ5 3.6o3 -.)0 Lf, lJ 30 .20 Z 7, Of'/ :J{) J3 0, 14 ,o '1 ✓ NA Sh011ridge Instruments, Inc. ADM Cal1brat1on Rev 29 -03-01-23 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 1 of 2 03/01/2 LOW VELOCITY CONFIRMATION (FPM) TEST METER TOLERANCE = ± 3.0% ± 7 FPM Vel Eqv Trans Std: SIN: M02009 Vel Eqv Trans Std: SIN: M02903 Vel Eqv Trans Std: SIN: M10839 Vel Eqv Trans Std: SIN: M10840 Vel Eqv Trans Std: SIN: M10897 Vel Eqv Trans Std: SIN: M10901 Vel Eqv Trans Std: SIN: M13492 Vel Eqv Trans Std: SIN: M19325 Approx Set Point Standard Test Meter II 100 500 S/N: t1 23 03 Order#: ~3 0 300 Diff -9 ADM-880C, ADM-870C and ADM-860C AlrData Multi meters are read in Airfoil Mode. ADM-850L AirData Multi meters are read in PitotTul Mode. Equivalent Set Point 35.60 95.00 154.40 TEMPERATURE TEST -AIRDATA MULTIMETER (° F) TEST METER TOLERANCE=± 0.2° F RTD Simulator: SIN 249 Set Point: 35.6° F RTD Simulator. SIN 250 Set Point: 35.6° F RTD Simulator. SIN 253 Set Point: 35.6° F RTD Simulator. SIN 254 Set Point: 35.6° F RTD Simulator: SIN 256 Set Point: 35.6° F RTD Simulator: SIN 257 Set Point: 35.6° F RTD Simulator: SIN 292 Set Point: 35.6° F RTD Simulator. SIN 293 Set Point: 35.6° F RTD Simulator: SIN 294 Set Point: 35.6° F RTD Simulator: SIN 313 Set Polnt:QW RTD Simulator: SIN 314 Set Point: 35.6° F RTD Simulator: SIN 315 Set Point: 35.6° F RTD Simulator. SIN 316 Set Point 35.6° F RTD Simulator: SIN 317 Set Point: 35.6° F RTD Simulator. SIN 318 Set Point: 35.6° F RTD Simulator Temperature Test Meter II 15 95° F 154.4° F 95° F 154.4° F 95° F 154.4° F 95° F 154.4° F 95° F 154.4° F 95° F 154.4° F 95°F 154.4°F 95° F 154.4° F 95° F 154.4° F ~ 154.4°F ~ 154.4° F 95°F Q54.0 95° F 154.4° F 95° F 154.4° F 95° F 154.4° F Diff \JOTES: ---------------------------------------- =>rocedure used: Procedure for Differential Pressure, Absolute Pressure and Temperature Calibration of AlrData Multimeters SIP-CP01 Revision. • )ated: 12/1011 5. There were no additions to or deviations from the calibration procedure during this calibration process. fhis Instrument has been calibrated using Calibration Standards which are traceable to NIST (National Institute of Standards and Technology). Te iccuracy ratio is 4:1 for pressures and temperature Quality Assurance Program and calibration procedures meet the requirements for ANSI/NCSL 2540- SO 17025, MIL-STD 45662A and manufacturer's specincations. Calibration accuracy is certified when meters are used with properly functionir iccessories only. All Uncertainties are expressed in expanded terms (twice the calculated uncertainty). This report shall not be reproduced, except in fu vithout the written approval of Shortridge Instruments, Inc. Results relate only to the Item calibrated . . imitations on use: See Shortridge Instruments, Inc. Instruction Manual for the use of AirData Multimeters \ny calibration due date shown is specified by the customer. The enclosed ADM Calibration Standards for Pressure and Temperature form is an integr >art of this calibration and must remain with ~rtlficate of Calibration. , :;alibration Technlcian(s): .....,....,,.-,13 ~ Calibration Date: 0,? /2.7 / Zo Z.; :;alibration Approved by: ___ n,_7_r-br'n __ w_-==~<"..,_'\ _____ Title:~( fr¼ Y-Date: o-../ / oJ/ 202 3 ~OM Cel1bratto11 Re11 29 • 03-01-23 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2 of 2 03/01/202' Shortridge Instruments, Inc. AirUata iv1ummeter va11orauo11 c:4u11..11111::rn Order Number: 23 o3 00 Serial Number: n C.7038 Test Type: S As-Received Final ABSOLUTE PRESSURE STANDARDS ADM #02-R S/N 41741/42451 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date 04/28122 ADM#04-R SIN 417 43/42453 Heise Model. PPM-2 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibratfon Date· 11 /19/21 ADM #06-R SIN. 41742/42452-1 Heise Model PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Dale. 09/01/22 ADM #08-R SIN 42186/43328 Heise Model· PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Dale. 03/28/22 ADM#10-R S/N 42203/43352 Heise Model PPM-2 Mlgd by Dresser Industries Calibrated by Ashcroft Calibration Dale 03107 /22 ADM#12A-R S/N 45805/48491 Heise Model. PPM-2 Mfgd by Dresser Industries Celibrated by Ashcroft Calibration Date 08101122 ADM#14-R SIN 43412/45043-2 Heise Model PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 09/28122 ADM#16-R SIN 43413/45044 Heise Model: PPM-2 Mfgd by Dresser Industries Calibrated by Ashcroft Calibrauon Date: 01/27122 ADM#18-R S/N. 44581146845-1 Heise Model. PPM-2 Mfgd & Calibrated by Ashcroft, Inc Calibration Date. 02/10123 ADM #20-R SIN· 44582/46847 Heise Model. PPM-2 Mfgd & Calibrated by Ashcroft, Inc. Calibration Date· 07107/22 #02-R, 04-R, 08-R, 08-R, 10-R. 12A-R, 14-R, 16-R Rated Accuracy 0.05% fs (0.0305 1n Hg) Range. 0-30 psla Resolution o 01 #18-R, 20-R Rated Accuracy o 05% fs (0 0305 In Hg) Range· 0-60 In Hg Resolution O 001 DIFFERENTIAL PRESSURE STANDARDS ADM #01-L SIN 41739142449 Heise Model· PPM-1 Mfgd by Dresser lndustnes Calibrated by Ashcroft Calibration Date. 04128122 ADM #01-R SIN 41739142446 Heise Model. PPM-1 Mlgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 04129122 ADM #02-L SIN. 41741142454 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Callbralton Date. 04/28/22 ADM #03A-L SIN. 45570148461 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibralton Date 11/24121 ADM#03A-R SIN' 45570148460 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibrallon Dale 11/24121 ADM #04-L SIN: 41743142456 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 11/23/21 ADM #05-L SIN· 41740142450 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Dale 09/01/22 ADM #05-R SIN 41740/42447 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 09101/22 ADM #08-L SIN 41742/42455 Heise Model. PPM• I Mfgd by Dresser Industries Calibrated by Ashcroft Calibrabon Date: 09101/22 ADM #07-L SIN 42185/42186 Heise Model. PPM-I Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date: 03/29122 ADM #07-R SIN 42185143326 Heise Model PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Callbrauon Date. 03129/22 ADM #08-L SIN 42168/43329 Heise Model: PPM·1 Mfgd by Dresser Industries Calibrated by Ashcroft CallbraUon Date. 03/28122 ADM #09-L SIN. 42202/43351 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date 03/07/22 ADM #09-R SIN 42202/43350 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibrauon Dale: 03/07/22 ADM #10-L SIN. 42203/43353 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Callbrabon Dale: 03/07 /22 ADM #11-L SIN 43165/44551-1 Heise Model PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date. 08/04/2.2 ADM #11-R SIN 43185/44730 Heise Model· PPM-1 Mlgd by Dresser Industries Calibrated by Ashcroft CalibraUon Date: 08104122 ADM #12A-L SIN 45605148490-1 Heise Model· PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Dale. 08103122 ADM #13-L SIN 43415/45041 Heise Model PPM-1 Mfgd by Dresser Industries Caltbrated by Ashcroft Calibration Date 10111/22 ADM #13-R S/N 43415/4 5039 Heise Model. PPM-1 Mfgd by Dresser Industries Calibrated by Ashcroft Calibration Date· 10111122 ADM #14-L SIN 43412/45045 Heise Model PPM-1 Mfgd by Dresser Industries Cahbrated by Ashcroft Calibration Date 10111 /22 ADM #15-L SIN 43418145042 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 Mlgd 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. 02/07122 ADM #17-l SIN 44579/46842 Heise Model: PPM-1 Mfgd & Calibrated by Ashcroft, Inc CallbratJon Date· 02/15123 ADM #17-R SIN 44579148841 Heise Model· PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibrauon Date 02/15/23 ADM #18-L S/N 44581148846 Heise Model. PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibration Date: 02115/23 ADM #19-L SIN. 44580/46844 Heise Model: PPM-1 Mfgd & Calibrated by Ashcroft, Inc Callbrallon Date 07114122 ADM #19·R SIN 44580146843 Heise Model PPM-1 Mfgd & Calibrated by Ashcroft. Inc Callbrallon Date 07114/22 ADM #20-L SIN 44582/46848 Heise Model PPM-1 Mfgd & Calibrated by Ashcroft, Inc Calibration Date: 07114122 #01-L. 03A-L. 05-L, 07-l , 09-L, 11-L, 13-L, 15-L, 17-L. 19-L Rated Accuracy· > O 07% Is (O 000175 1n we) Range 0.0-0 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% Is ( o 003 In we) Range 0.0-5 o In wc Res 0 0001 #02-L, 04·L, 08-L, 08-L, 10-L, 12A-L, 14-L, 16-L, 18-L, 20-L Rated Accuracy· > O 06% Is (0.03 In we) Range: o.0-50.0 rn wc Res 0 001 Shortridge Instruments, lnc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 1 of 2 Due Date: 08/2023 Due D.ite 02/2023 Due Dale 09/2023 Due Date 05/2023 Due Date 0412023 Due Date 08/2023 Due Date 0912023 Due Date 0312023 Due Dale. 02/2024 Due Date. 07/2023 Uncertainty < O 0358 Uncertainty < O 0358 Due Date 0812023 Due Dale 06/2023 Due Date 06/2023 Due Dale 02/2023 Due Date 02/2023 Due Date· 02/2023 Due Date. 09/2023 Due Date 0912023 Due Date 09/2023 Due Date 05/2023 Due Date 0512023 Due Date: 06/2023 Due Date· 04/2023 Due Date 0412023 Due Date. 0412023 Due Date 0812023 Due Date· 08/2023 Due Date 08/2023 Due Date· 0912023 Due Date 09/2023 Due Date· 09/2023 Due Daie. 0312023 Due Date 0312023 Due Date 03/2023 Due Date 02/2024 Due Date: 02/2024 Due Date· 0212024 Due Date 07/2023 Due Date 07/2023 Due Date 0712023 Uncertainty < 0 00035 Uncertainty-<-O 00348 Uncertainty· < O 0346 03/01/2023 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 Vel Eqv Transfer Standard SIN M02903 Val Eqv Transfer Standard SIN M10839 Vel Eqv Transfer Standard SIN. M10840 Vel Eqv Transfer Standard SIN: M10897 Vel Eqv Transfer Standard SIN. M10901 Model AOM-870C Model ADM-870C Model ADM-870C Model AOM-870C Model ADM-870C Model ADM-870C Vel Eqv Transfer Standard SIN: M13492 Model ADM-870C CallbraUon Date. 08118122 Calibration Date· 12/28/22 CallbraUon Date 10/28/22 Callbratlon Date. 10/28122 Calibration Date: 01 /25/23 CallbraUon Date: 12/29122 Callbralion Date: 08118/22 Due Date· 08/2023 Due Date· 12/2023 Due Date· 10/2023 Due Date 10/2023 Due Date 01/2024 Due Date: 12/2023 Due Date. 08/2023 Val Eqv Transfer Standard SIN: Ml 9325 Model ADM-870C Mlgd & Calibrated by Shortridge Instruments, Inc Mfgd & Calibrated by Shortridge Instruments. Inc Mfgd & Calibrated by Shortridge Instruments, Inc Mrgd & Calibrated by Shortridge Instruments, Inc Mfg'd & Calibrated by Shortridge Instruments. Inc. Mrg'd & Calibrated by Shortridge Instruments, Inc Mrg'd & Calibrated by Shortndge Instruments, inc Mfgd & Calibrated by Shortridge Instruments. Inc. Calibration Date: 08/30/22 Due Date 08/2023 Rated Accuracy: Velocity t 1.5 % t 3.5 fpm Range 100-5000 1pm Resolutlon· o 1 Uncertainty: <5 oo fpm at 100 rpm. <7.50 fpm at 500 fpm TEMPERATURE STANDARDS RTO Simulator SIN. 249 Model RTD-1000I500 Mlgd by General Resistance Calibrated by IET Labs RTD Simulator SIN 250 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs RTO Simulator SIN 253 Model RT0-1000I500 Mfgd by General Resistance Calibrated by IET Labs RTO Simulator SIN 254 Model RT0-1000I500 Mfgd by General Resistance Cahbrated by IET Labs RTD Simulator SIN· 258 Model RT0-1000I500 Mfgd by General Resistance Callbrated by IET Labs RTD Simulator SIN: 257 Model RT0-1000I500 Mrgd by General Resistance Calibrated by IET labs RTO Simulator SIN. 292 Model RT0-1000I500 Mfgd by General Resistance Calibrated by IET Labs RTD Simulator SIN: 293 Model RTD-1000I500 Mfgd by General Resistance Calibrated by IET Labs RTO Simulator SIN· 294 Model RTD-1000/500 M(gd by General Resistance Calibrated by IET Labs RTD Simulator SIN 313 Model RT0-1000/500 Mfgd by General Resistance Calibrated by IET Labs RTD Simulator SIN 314 Model RTD-1000I500 Mfgd by General Resistance Calibrated by IET Labs RTD Simulator SIN 315 Model RTO-10001500 Mfgd by General Resistance Calibrated by IET Labs RTO Simulator SIN 316 Model RT0-1000I500 Mfgd by General Resistance Calibrated by IET Labs RTO Simulator SIN, 317 Model RTD-1000/500 Mfgd by General Res,stance Calibrated by IET Labs RTO Simulator SIN: 318 Model RTD-1000/500 Mfgd by General Resistance Calibrated by IET Labs Rated Accuracy. o 025% or senlng Ranga. 1 oo 00 O to 11111 1 o a Thermometer #1 SIN 8A089/Thermlstor S/N A410880 Thermometer #2 SIN 8B104/Thermiator S/N 871507 Thermometer #5 SIN 811780/Thermlstor SIN 810505 Thermometer #6 SIN 811782/Thermlstor SIN 810509 Thermometer #7 SIN 849938/Thermistor SIN 8482202 Model 1504/5610 Model 150415610 Model 150415810 Model 150415810 Model 150415810 Mfgd by Hart Sctentiflc Calibrated by Fluke Mfgd by Hart Scient1flc Calibrated by Fluile Mfgd by Hart ScienUfic Calibrated by Fluke Mfgd by Hart Scientific Calibrated by Fluke Mrgd and Calibrated by Fluke Calibration Date. 04102/20 Due Date 03/2024 Calibration Date· 04/02/20 Due Date 03/2024 Calibration Date· 04/02/20 Due Date· 03/2024 Callbra6on Date: 05/04120 Due Date: 04/2024 Callbratlon Date: 05104120 Due Date· 04/2024 Cal1bratlon Date· 05104120 Due Date 04/2024 Callbratfon Date: 01/03/20 Due Date 01/2024 Calibration Date: 01103/20 Due Date· 01 /2024 Calibration Date. 01/03120 Due D11te. 01/2024 Calibration Date· 03/25/22 Due Date. 03/2026 CallbraOon Date. 03/25/22 Due Date 03/2028 Callbrauon Date· 03/25/22 Due Date 03/2028 CallbratJon Date 06/06/22 Due Date. 0512026 Calibration Date 05/23/22 Due Date. 05/2028 Calibration Date: 05/23/22 Due Data. 0512026 ResolutlOn: O 01 0 Uncenalnt.y s 32 ppm Calibration Date: 02/24122 Due Date 02/2024 Callbratlon Date. 12/07122 Due Date. 11 /2024 CallbraUon Date: 05/18122 Due Date 05/2024 Calibration Date. 06109/22 Due Date 0612024 Calibration Date 10113/21 Due Date· 1012023 Rated Accuracy(comblned)· 0 0324 • F Range: 32• F to 178* F Resolution. 0.001 • F Combined Uncertainty with Baths s 0.040' F Temp Transfer Standard SIN M00136 Model AOM-870 Mrgd & Calibrated by Shortrtdge Instruments. Inc Temp Transfer Standard SIN M96100 Rated Accuracy: 0.03 • F Model AOM-870 Mfgd & Calibrated by ShOrtriClge Instruments. Inc. Range: 33' F to 156' F Resolution: 0.01 • F Total combined Uncertainty for MulttTemp and TemProbe testing s O 048' F Ca.librat/on Date 10128/22 Callbration Date. 03/15/22 Uncertainty < 0.023 • F Due Date· 10/2023 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 18 03-01-23 Shortridge Instruments, Inc. 7855 East Redfield Road Scottsdale, Arizona 85260 (480) 991-6744 • Fax (480) 443-1267 • www.shortridge.com 2 of 2 03/01 /2023 MICRO PRECISION CALIBRATION INC. II080 ACTMTY RD, STE C SAN DIEGO CA 82128 HB-647-0217 Certificate of Calibration Date: Dec 1, 2022 Customer: US AIR BALANCE INC, 1369 CRAIGMONT ST EL CAJON CA 92019 MPC Control #: 5 Asset ID: 5 Gaga Typa: TRMS CLAMP METER Manufacturer: MILWAUKEE Model Number: 2235-20 Size: N/A Temp/RH: 22.9•c / 38.7% Location: Calibration performed at MPC facility Calibration Notes: Work Order#: Sertal Number: Department: Performed By: Received Condlllon: Returned Condition: Cal. Date: Cal. Interval: Cal. Due Date: Unit calibrated using tolerances end test points provided by client. See data below. Test Points Seq. Description Standard Tolerance-Tolerance+ As Found AC Amperage Measurement @ 0.10 -0.40 0.80 0.09 80Hz 2 AC Ampenige Meaaun,mant @ 50.0 48,5 51.5 50,0 80Hz 3 AC Amperage Measurement @ 100.0 97.5 102.5 99,9 80Hz 4 AC Voltage Measurement @ 80 1.0 OA 1.5 0,9 Hz 5 AC Voltage Measurement @ 60 300,0 293.5 308.5 300.3 Hz 8 AC Voltage Measurement@ 80 800 587 812 697 Hz Cert No. 551220085509173 SD-50042790 C90A921530734 NIA MIGUEL MATA IN TOLERANCE IN TOLERANCE December 01, 2022 12 MONTHS December 01, 2023 As Left UOM Result 0.09 A Passed 50.0 A Paned 99,9 A Paasad 0.9 V Passed 300,3 V Passed 597 V Passed Calibrating Technician: QC Approval: MIGUEL MATA PEDRO ADAME STAnaNT10f,.woa,.u.co1•onuN01,'lhe-,o1_,_,_ __ ..,._...,,._..,. ......... ".,to,._.,,, ___ ,. _ _.,.._D.,... .. p,.-.i,"'~--"""wa4"""' ~ ~ AHIIINCIL. lM0.3-2008. TIii ~tlOH flPOIIT ttATUI, ,,..._, ___ .....,.._ ......... ....,,_ .. _...,. .. ,,.. , ...... y..,, ___ ......, __ ___,_ ..... ___..._. ........ ....., .......... MII.-T ___ _.,..__ • ...,_ ..... _ _._,M. l'M"•T---........ -•c,,.. --------•-..... •fM'. IIIPOll'l'llf'VA&.IM•l..., __ ..,._._,_...,._..,,._,.... _ _,_ ADJUITD--...-.. -10 .. --_,... ........ al ___________ .. 1111, IJIIIID.w,,.,, .. --i.. ........... ._111,...,.._ n........,"....,_."'-......i•~-,.-~df-~111' .. -.-.-,.-.... -........ __.... ... _.,..,..__,.,.,,...,_, ____ _ 1'1111 ....... _.. ......... 110,l&Cl11'1!21:IKll7,Nillll!C&llWa3oJIIOlnllHIIINCa.ll60.!•11M.~ci,ria ... ~----..........,---w ............. .-.. ............ __ .,_,...D ..... al~--.. __ __,_,......,_,_......., ..... ..,._.,,_,_.......,,.. ... ......,._~ __ ,_, ................ loll....,_U._.. ..... lll ........ -~IHISl'I lftllor~.....,.•l" ........................... ,...1....._.,,,,..........,,, _ _.., .............. ..,_._,..,_llllldl19. TN.,.....,, ..,1111111 -..,rt~(lflflta h~ -... ..., ...... ,.......,_ ... .,..,. ___ .... ......, __ ..... ....._ .. c..,,__...,_ Paga 1 of2 (CERT, Rev 9) • f l . , PRECISION MICRO PRl:CISION CALIBRATION INC. 9080AC11VrrY RD. are C SAN DEGO CA 82126 86M47.Q217 Certificate of Calibration Date: Dae 1, 2022 Standards UHd to Calibrate Equipment I.D. Description. DA0130 MULTI PRODUCT CALIBRATOR DX8546 50TURN COIL Model 6500A S500A/COIL Serial 7736019 20080757 Description Manufacturer FLUKE FLUKE Cert No. 551220085509173 Cal. Due Date Traceablllty # Nov 19, 2024 EVL84ll441/EVL8 42582 Mar 31, 2026 S51220084161449 Procedures UHd In this Event Procedure Name 33K1-4-2513-1 Dlgllal Clamp Meters, Various Madel, Jul-30-2019 Calibrating Technician: QC Approval: MIGUEL MATA PEDRO ADAME IITATDmfl'IO,AA19091,ALCOHl'OIIIIANCl:'Tho-,al_,_ _____ ~........,..-_,-,1,1 ____ ......,.-... ID-.,_~,.........,.._..,. ... ftlft ...... wMI oiHIIIHCk :b4U-200II. tlll ~....,. ITA1UI: ,-,..,T ________ 11i;,,.,,n1 .. _......,,...,.,...., ,,... •. , ___ _..... _________ ,...,. __ .,....,p,.., l'AII.-T-------• ........ -------•Ftol.. NIL'•T..., _ _,,... ........ __ ...., __ ... _ _. ___ ,__.,.!WL, IIU'Olfflllf'Y.wl•T_,.. _____ 1111..,.,_.. ______ _ NMllftll--~--111•-----... .. -.. __..------... --...... UlllftD•wr.,.111..,....,,iMll.....,1111111 .. ,.._,.fn•~-. lllil_.,.__...,,. ____ fll..,._~Df------~-----...,,k•l,..,.,,U'e-...i-..._.,.1111....,.~Clf...........,IIO'l,II"'-....--. n. ......_, l'IIPll'l~ • IIOll&C 1N1Zf:»1,,N111/MCIL 41lu-llXllnl ANIIINCIL 040-1.,_,., ~ ~ ........... ,,.__. ......,..,,._ ...... -· All lllffllll'd __,.,_, -• ___,.Ill d!IIOIII GI tt--...111 ,_.......,Clll,._.~--IIIIM!tlli.Ndi.i....,ol.-,----n-,...-..,i.....,,..,~.N---• .............................. !r-...dl_.,..,____,,, -.. ~..--,,,~-----. ..-.«llal'lldlllllhNl9fWIIPl',_,...,.,.,_......,_...,_...,..,,,,_,_.NW!ICll,_..Trllllo-o,,11,11,.-i,._.......,"'.,_.......,. w,,,llad.tlll ..... lla~_,Pl'IIJlh•Wlllll.,._Np,IDf ..... ..,.,..r,INllloi .. llP~---,. Page 2 of2 (CERT, Rev 9) • ~ p, l7 PRECISION MICRO PRECISION CAUBRATION INC. 9080 ACTMTY RO. STEC SAN DIEGO CA 921H IIM-547-0217 Certificate of Calibration Date: Sep 25, 2023 Customer: Cert No. 5523631030389181 US AIR BALANCE INC. 1369 CRAIGMONT ST EL CAJON CA 92019 MPC Control #: Asset ID: Gage Type: Manufacturer: Model Number: Size: Temp/RH: 19 19 TACHOMETER COUNTER EXTECHINSTRUMENTS 461920 N/A 21.o·c t 47.0% Location: Calibration performed at MPC facility Callbratlon Notes: Unit calibrated using tolerances and test points provided by client. See Attached Data. Accuracy t0.05 % of reading + 1 . Range O to 99,999 R.P.M. Standards Used to Calibrate Equipment I.D. Description. BC7002 MULTI-PRODUCT CALIBRATOR DA5669 UNIVERSAL COUNTER Procedures Used In this Event Model 5500A-SC600 53131A Work Order #: SD-50046414 Serial Number: 171115231 Department: N/A Performed By: FIDEL MARTINEZ Received Condition: IN TOLERANCE Retumed Condition: IN TOLERANCE Cal. Date: September 25. 2023 Cal. Interval: 12 MONTHS Cal. Due Date: September 25, 2024 Serial Manufacturer Cal. Due Date 7005002 FLUKE Jul31,2024 KR91201620 HEWLETT PACKARD Dec 31, 2023 Description Procedure Name MPC-TAC-001 Rev. 02 Tachomalers, General, Rev.02, Jul-12-2021 Calibrating Technician: ac Approval: Traceability# 552363103020594 4 551220064738221 PEDRO ADAME '1'A1Wtf'l'8 DP ,AM OIi PM. COUPCIIUVIICI; Tho_.....,,,. -------,.._,.,.. ...,,...._ ~. M-_ _. ....... .-a.__ ID.,......,_~"',......,,. -11111 -1'llo ~ ........,__ NIIIIIC8l. ZMG.J.-:IOOII ntll CAL.1911AT10N IISPOIT Sl'A'IW, ,__..,,. __ .......,__,,....., _____ MIPA84. 'AM'•T_,,. ______ ....., __ .,. __ 11 _ _....,J>MU'. fAII..,_,... _ _...,__ .. ....,._.,. ... ___ ,,.., F.vt.•,t..,. __ _...,,._., • ..,_,, .... U.---lt--r,1,AA' MPC:IRfot'YAI.Ul•l-----_,.IO,IOI~~--.-,_ AQJIISYH._...,.,_,., __ ..,_,._ ______ d_m-l ____ h-.1"'....,...,."',oll. U."11t--.. ------........ _,,, ___ _ t.,_..,__,~d---lo-•---~,.-......,...i"1 .... ___ .,_..,_...,.,.~---.. •-~01_.-.-, _____ _ ,.,_...,_..,_.._..,.._.O/lltC1JOZ112Dlr.-•NCII.D«l.J•;MiQlft!lillll/Nr.81.ZMll.l•IIM~o,,:tM-,--.i.,.._, ____ "I'""-·""'-°'-......., _ _, __ .., __ .,. __ ._ __ ........,._"-"""""~-.fdblo-Oll~of-............. ------.,..._-.,t,---toU"""'""' .. ,.__,,,_...,._,...........,.pnTJ ~ .. ,___.,_........ ________ ~••---• .. --... ---!llll)uyl.,-,. __ an_._,_...,iylo ... _ __ .,......,,__...,..._,,, ......... __ ... __ .,_... ..... _.,. ... _~ Page 1 of 1 (CERT, Rev 9) . ' ~ !7 PRECISION Calibration Report of Extech 461920 Laser Photo Tachometer MPC Conlrol#: ______ 19 ____ _ Serial Number: ____ .;.:17_;_11:..:1.::52:c3.:..1 ___ _ Asset 10: 19 Callbllllloo Dale: Saplember 25, 2023 Non-Contact Accura~ Ring& Nomln1! Lowor Al Found Al Lift Upper Limit Limit 2 kt 99,989 RPM 21000RPM 24988.5 RPM 25000.0RPM 25000.0RPM 25013.5RPM 2 IO 99,999 RPM 50000RPM 411974.0RPM 50000.0RPM 50000.0RPM 50028.0RPM 2 IO 99,999 RPM 76000RPM 74961.5 RPM 75000.0RPM 75000.0 RPM 75038.5RPM 21>99.I09RPM 90000RPM 89954.0RPM 90000.0RPM 90000.0 RPM 90048.0 RPM Statementa of Pus or Fall Confonnance Thi 111t111 of compQ1nc1 with thl 1CCtptancl crttn ll reporttd 11: PASS FAIL -~•nt wflh !jl8Cfflc:allon. Nol compltant With apedflcatlon. 0 ZeroGuardBllnd Q FAIL -----------...JL--FAIL ---UpperSpe<:lflodT"""""8 0 FAIL lfldAoceptanc:eUnit .. PASII ....... 0 p ... MeaauredValua •······· -PAIi ·-· PMS ·-------------------------------------Nomrlal Zaro Guard Bind ____________________ LowarSpecifledTol«slca and kceptance Umt Acceptance llmlb equal to lht IOltnnce llmltl • End of Calibration Report· CanfkMntlll: Conlrollld DOQJmtnl Clnnol bl raproduced wllhout tho IIPPfOIIIII or trll QUIHly Oaparlmlnt Rnult PASS PASS PASS PASS Pag. I of I TQOG.FM-002 r9YOS • rT\ f7 ~-'1 i C ! -1 < ) PRECISION MICRO PRECISION CALIBRATION INC. 908D ACTIVRY RD. STEC SAN oreoo CA n121 85M47-G217 Certificate of Calibration Date: Dec 1, 2022 Customer: US AIR BALANCE INC. 1369 CRAIGMONT ST EL CAJON CA 92019 MPC Control #: Asset ID: Gage Type: Manufacturer: Model Number: Size: Temp/RH: DW2384 N/A.:f+ J- FLOW HOOD I BALOMETER SHORTRIDGE ADM-850 N/A 21.o·c, 31.0% Location: Calibration perfonned at MPC facility Callbratlon Notes: Work Order#: Serial Number: Department: Perfonned By: Received Condition: Returned Condition: Cal. Date: Cal. Interval: Cal. Due Date: Unit calibrated using tolerances and test points provided by client. Test Points Seq. Description Standard Tolerance· Tolerance+ As Found Air Pressure 0.000 -0.001 0.001 0.000 2 Air Pre88Ure 5.000 4.899 5.101 5.000 3 Air Pressure 10.000 9.799 10.201 9.950 4 Air Pressure 0.000 -0.250 0.250 0.000 5 Air Preasure 1,250.00 1224.75 1275.25 1,255.00 6 Air Pressure 2,500.00 2449.75 2550.25 2,510.00 7 Ak Velocity Instrument 100.00 88.00 112.00 95.00 8 Air Velocity Instrument 1,750.0 1855.0 1844.5 1,765.0 9 Air Velocity Instrument 3,000.0 2843.0 3157.0 2,989.0 10 Air Velocity lnatNment 0.50 0.44 112.00 0.48 11 Air Velocity Instrument 10.00 9.48 10.54 9.90 12 Air Veloclly lnatNment 20.00 18.98 21.04 20.55 13 Digital direct Reading Hood 100 88 112 95 14 Dlgttal direct Reading Hood 1,000 943 1057 992 Cart No. 551220085509656 SD-50042808 M95026 N/A FIDEL MARTINEZ IN TOLERANCE IN TOLERANCE December 01, 2022 12 MONTHS December 01, 2023 As Left UOM Result 0.000 lnwg Puaed 5.000 lnwg Passed 9.950 lnwg Passed 0.000 Pa Puaed 1,255.00 Pa Passad 2,510.00 Pa Puaed 95.00 1pm Puaed 1,755.0 1pm PBS88d 2.989.0 1pm P ... ed 0.48 mla P ... ed 9.90 mis Psssed 20.55 m/e Pa95ed 95 elm Passed 992 crm P .. sed Calibrating Technician: ~l ·.,, /_.· j,\';, QC Approval: ----"'-:.·• -- .·, ~ ,t •• , 1,__:.-- FIDEL MARTINEZ PEDRO ADAME ffA'1!1111Pltl OI' PAD Oll•AII. COlll'CWUIAICI: Tho ~llll _._ ----_ _,. _,.._.., .,....._,. ,._ -nl 1111 -... -ti -... ,.-., llll ,.,...._,. _ ,_ -ft 11> _....,. -#,HSI/Nell ,__,.iooe,. 1MI! CWJIIIIATION MPOlff lfATUa: ,,..._, ___ ........... ___ , _____ _ ..,..._,_-_ _,...._......,. .. ,...,-... _.-........... _.. .......... MIL-1 ..... ,_ _ _,___...._ ,..,...,, -----.111!0 FNI.. ,AL,,T ___ _....._ • ..,...._..,111, ___ ..__.llllkidll'~Al.• IU!l'OIITOJVAUlll,l_,.,...._,__. __ .,........,,.___,____..Wlftlllll't. AD.IUITID·----.,.-•----... ... -•------•-•,__,. .. wi, UlllffllD•-... .....,._.,..,___,""' ... _"'·--· Tho--~""-•-•1111-i-"""l'llll-"""""'9dir,_ ___ •1.-11o,•----~--•-~llll~N•.----· ™'_-'......,..._l80/IIC111"9:;m11,-fNCILme.1-aoot•-1NCS1.a.o1.1•.-.-an1~M---___,_...,..ll!I,_ __ ,.,,__., ______ _,_.,..., __ .. _..,..,..... ___ ..,...._,..,.11...t.,,.~al"-,~---_,,....-..,...___,_,.,_.,._11111._,.,. .. __ ""...__,-..iaw(PHfl ,n:Uo, ...... JW"""""9ill'_,,_ ___ ..,_ ____ ., ______ 1at""--"""YC'°l_,.,n., __ ,,,,,_._ipo,-.~1D .. __ ~ ... .., ...... ..,...,_"',. ..... ___ ,.... __ ,,,,_., .. _,. ... ~~- Page 1 of2 (CERT, Rev 9) r,/ilCP() PRECISION MICRO PRECISION CALIBRATION INC. 9080 ACTM1Y RO. STEC SAN DIEGO CA 92128 8158-047--0217 Certificate of Calibration Date: Dec 1, 2022 Cert No. 551220085509858 15 Digital dlred Reading Hood 2,000 1893 2107 1,999 1,999 elm Passed 18 Digital dlred Reeding Hood 50 44 51 50 50 Vs Passed 17 Digital dlred Resdlng Hood 500 471 529 502 502 Vs P .. Hd 18 Dlgltal dlred Reading Hood 1,000 948 1054 1,002 1,002 Vs Passed Standard■ Uaed to Calibrate Equipment I.D. Description. Model Serial Manufacturer Cal. Due Date Traceablllty # AR9821 PRESSURE CALIBRATOR DPI 603 6031345003 DRUCK INC Jan 31, 2023 551220084759485 CF7654 CFM THERMO-ANEMOMETER 407113 0562712 EXTECH INSTRUMENTS Jun 30, 2023 551220085101325 DQ6319 DIGITAL PRESSURE GAUGE 700027 4365144 FLUKE Mar 31, 2023 551220084879538 DYll376 DIGITAL PRESSURE GAUGE SPMK700/ 700210452 / BEIJING SPAKE Feb 28, 2023 551220065302218 SPMK212C 212C210313 TECHNOLOGY CO., LTD. Description Procedure• Used In this Evant Procedure Name MPC-AIR-001 Rev. 02 Air Velocity, Temperature and Flow Meters, General, rev02, Jun-28-2021 Calibrating Technician: QC Approval: PEDRO ADAME ITA'JIMBfflOfPANOltPMl.~!:1"9_,,,<ll_,_ _ ___,,..., __ _......,........,.._......,._N, __ ... _......,,,..,. _ _,_N,,__,d,._--.,l_..,._:1'11.o, ........... -ANIIUl4Cll ZMIUI- Tla c.u,au.Tl(lff IIPOIJf flATUI· --T--------•-•-... --IIPAII l'AM"•T ___ ....,..,.. __ C,,O,,,lnd ... _......__. • .,_..,_.. .. PAIIS1 fM,T ____ _...,.._ia...,,-.. _........-•PAIL . ...... 1 ........ _......,.. __ .....,_ ...... __ ,.... • ......,_ .. ,,.._._ IIOOlfft#'VAU,111,T ______ ,.,........,._,.,.......,_.,,_.._ ~--........... -..... ....,_wt,id,~ ......... _______ .. _____ _ ....,-IO,_.,_,,_ __ tllllllOll-ln•--· ,.,_._-_,__11_11_•r,,o-~d-.......... ..,,._ __ ~•:Z.-IW• ....... -_,..... ... _p,9NIIIIIJ,A~IO,,..,._..,_IIIW. ""'__,,_._.,.._..,,1ec1nra·2111f.AN11/HClllMU40CIIIIIIIIMllll..cll.ZlMII.M-.~---....... -------.. --,,,,,_-... _____ ..,_..,..,_....,. .. ______ _......,.,.. ___ 111...,_ol_,_.....,,...,__.._...,__,N-_.,. __ U__,.,. __ .,.. __ l___,{Hllr] ..i.,,_.-_.,,_...., _______________ ""'""--NIV'l:IDI_,.·"--""'.,.._.,.,__,,,. .. ,__ ......... _ ................. ,,,,..Ofl'l•-......---p,IOr-.....-...... _ ... _..__,,., (CERT, Rev 9) Ccicy of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. . NOTE: The following type of pem,its are not_ req1.ffre'd,to·~11 oyH~is !orm , • I ❖ Patio ❖ Decks ❖ PME (w/o panel upgrade} ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sectiqns. Project Name/Building Permit No.: Property AddresS/APN: 5051 Avenida Encinas Applicant Name/Co.: Jamie Prevost -5051 Encinas LLC Applicant Address: 400 S. Sierra Ave #201, Solana Beach, CA 92075 BP No.: Contact Phone: 858-967-64 77 Contact Email: jamie@prevostconstruction.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: 858-967-6477 Contact Email: Applicant Signature : ___ --"--ir-_.,-___ --"-:-""" ... ===~-=l':"=-5:A~--'--:;;:,,"-----Date: 8-3-21 B-50 Page 1 of 7 Revised 04/21 '. 1• Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, a ach ,i.-·-iirnF -~iwatbn breakc:10· n..20·a sep~r~te • tieet Building Permit Valuation (BPV) $ t;>ceakt'tp_ 1n _;;._9.c..9.c....5'-0_0_0 ____ _ .□ Reslcfential_ D New construction D Additions and alterations: D BPV < $60,000 D BPV ,?: $60,000 D Electrical service panel upgrade only D BPV ,?: $200,000 Iii Nooresidefjtial . D New construction D Alterations: I!! BPV,?: $200,000 or additions,?: 1,000 square feet D BPV ,?: $1,000,000 D ;,: 2,000 sq. ft. new roof addition 2A*, 3A*, 4A*, N/A 1A, 4A 1A, 4A* 18, 28, 38,4A N/A 4A 18, 4A* 18, 28, 38, 48 and 5 18, 5- 18, 28, 5 28,5 A high-rise residential builaing is 4 or more stories, including mixed-use building in which at least 20%. of its conditioned fl ar~a is residentfal'use • *Includes detached, newly constructed ADU All residential additions and alterations 1-2 family dwellings and townhouses with attached garages only. *Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Building alterations of,?: 75% existing gross floor area 1 B also applies if BPV,?: $200,000 Please refer to Carlsbad Municipal Code (CMC) fidf®and fOOStland the California Green Building Standards Code (CALGreen) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A D Residentialaddltionoralteration,?:$60,000buildingpermitvaluation. D N/A _________ _ Details of selection chosen below must be placed on the plans referencingCMC □ Exception: Home energy score,?: 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one option: D Ductsealing □ Attic insulation □Cool roof □ Attic insulation □ 1978 andlater Select one option: D Lighting package □ Water heating Package D Between 1978and 1991 Select one option: D Ductsealing □ Attic insulation □Cool roof □ 1992 and later Select one option: □ Lighting package □ Water heating package Updated 4/16/2021 3 .-. B. Iii Nonresidential* new construction or alterations i!! $200,000 building permit valuation, or additions i!! 1,000 square feet. See eM¢,:1;8,21m and CAL Green Appendix AS □ N/A --------- AS.203.1.1 Choose one:□ .1 Outdoorlighting □ .2 Restaurant service water heating (CEC 140.5) □ .3 Warehouse dock seal doors. □ .4 Daylight design PAFs □ .5 Exhaust air heat recovery ~ N/A AS.203.1.2.1 Choose one:□ .95 Energy budget (Projects with indoor lighting OR mechanical) ~ .90 Energy budget (ProjectswithindoorlightingANDmechanical) □ N/A AS.211.1 •• □ On-site renewable energy: □ N/A Project under $1MMBPV AS.211.3 ... □Green power: (If offered by local utility provider, 50% minimum renewable sources) □ N/A Project under $1MMBPV AS.212.1 □ Elevators and escalators: (Projectwith more than one elevator or two escalators) □ N/A single level only AS.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen) □ N/A Not Required • Includes hotels/motels and high-rise residential buildings ... Foralterations~ $1,000,000 BPV and affecting> 75% existing gross floor area, ORalterationsthatadd 2,000 square feet of new roof addition: comply with CMfutS.30.ts,tl (section 2B below) instead. A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 3B below (low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc* Exception sheets if necessary) □ □ □ □ Total System Size: kWdc kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. Nonresidential new construction or alterations i:!$1,000,000 BPV AND affecting i:!75% existing floor area, OR addition that increases roof area by i:!2,000 square feet Please refer to CMQ1 .30.i13 when completing this section. *Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA)Method GFA: □ If< 10,000s.f. Enter: 5kWdc Min. System Size: □If ::? 10,000s.f. calculate: 15 kWdc x (GFA/10,000) ** kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. I ' ,'. □ Time-Dependent Valuation Method Annual TDV Energy use:*** ______ x .80= Min. system size: ______ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. D Residential and hotel/motel new construction. Refer to ,_C __ M_c ____________ when completing this section. Provide complete details on the plans. □ For systems serving individual dwelling units choose one system: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in m;~~; (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For systems serving multiple dwelling units, install a cen_tral water-heating system with ALL of the following: D Gas or propane water heating system □ Recirculation system per ~C 18.30.150 (high-rise residential, hotel/motel) or W'l!J.lia~~..!.:&W" (low- rise residential) D Solar water heating system that is either: □ .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction. Refer to complete details on the plans. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics D Recovered energy D Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. Updated 4/16/21 I 5 , .. A D Residential N~w construction and major alterations* Please refer to CMC 18r21.14 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : □ Multi-familyresidential· □ Exception • Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" Calculations: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" j *Major alterations are: ( 1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~$60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. *ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) □ Exception : ____________ _ Please refer to Total Parking Spaces Proposed when completing this section EVSE (10% of total) Installed (50% of EVSE) Calculation· Refer to the table below· Total Number of Parking Spaces provided Number of required EV Spaces □ 0-9 1 □ 10-25 2 □ 26-50 4 □ 51-75 6 □ 76-100 9 □ 101 -150 12 □ 151-200 17 □ 201 andover 1 0 percent of total Other "Ready" Other "Capable" Number of required EVSE Installed Spaces 1 1 2 3 5 6 9 50 percent of Required EV Spaces Calculations: Total EVSEspaces = .10 x Total parking spaces proposed (rounded up to nearestwhole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" Updated 4/16/2021 6 ·-------------------------------------------~ , 5. li]Transp9rtation Dema_nd Management (TOM): Nonresidential ONLY . ~ An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determinewhetherornoryourpermit requires a TOM plan. lfTDM is applicable to your permit, staff will contact the applicantto develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10thEdition 2 For all office uses, use SAN DAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration ____ ... rt;!t'tt'l'- Sample ci!_tcy!atjpq_s;_. --~· Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf I 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Digitally signed by Jamie Prevost 8-3-21 Applicant Signature: 0a: e: 2O21.os.O1 n ,s9:os Date:. ______ _ ,; -07'00' Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed): __________________ _ Phone Number:. _____ _ Email Address: ___________________ _ Updated 4/ I 6/202 I 7 ' ' { City of Carlsbad Non-residential EV Charging B-65C Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov NON-RESIDENTIAL ELECTRICAL VEHICLE CHARGING STATIONS EXPEDITED REVIEW ELIGIBILITY CHECKLIST GENERAL The purpose of this checklist is to determine eligibility and clarify the minimum building code requirements when preparing plans and documents for expedited plan review of EV charging stations in compliance with Carlsbad Municipal Code Chapter 18.22 and Government Code Section 65850.7. as amended by AB1236 in 2015. Type of Charging Station{s) Power Levels (proposed circuit rating) Check One Level 1 110/120 volt alternating current (VAC) at 15 or 20 Amps □ Level 2 -3.3 kilowatt (Kw) (Low) 208/240 VAC at 20 or 30 Amps □ Level 2 -6.6 kW (medium) 208/240 VAC at 40 Amps ~ Level 2 -9.6 kW (high) 208/240 VAC at 50 Amps □ Level 2 -19.2 Kw (highest) 208/240 VAC at 100 Amps □ Other (provide detail): Provide rating: □ Permit Application Requirements: A. Does the application include EVCS manufacture's specs and installation guide lines? DY Electrical Load Calculation Worksheet: A. Is an electrical load calculation worksheet included? (CEC 220) OIY ON 8. Based on the load calculation worksheet, is a new electrical service panel upgrade □Y 011 N required? 1) If yes, do plans include electrical service panel upgrade? □Y □N C. Is the charging circuit appropriately sized for a continuous load of 125%? ~y □N D. If charging equipment proposed is a Level 2 -9 kW station with a circuit rating of 50 amps Oily ON or higher, is a completed ci rcuit ca rd with electrical calculations included with the si ngle line diagram? Site Plan and Single Line Drawing: A. Is a site plane and separate electrical plan with single-line diagram included with the permit 011 y ON application? 1) If mechanical ventilation requirements are triggered for indoor venting requirements DY ON (CEC 625,29 {D}), is mechanical plan included with the permit application? Nil □ □ 1 B. Is the site fully dimensioned and drawn to sca le? I IXIY l □N 1) Showing location, size, and use of all structures ~y □N 2) Showing location of electrical panel to charging system ti! y □N 3) Showing type of charging system and mounting t:i1 y ON Compliance with the 2019 California Electrical Code: A. Does the application include EVCS manufacture's specs and installation guidelines? D Y DON B. Does the electrical plan identify the amperage and location of existing electrical service ~y □N panel? 1) If yes, does the existing panel schedule show room for additional breakers? ml y ON C. Is the charging unit rated more than 60 amps or more t han 150 V to ground? DY ~N 1) If yes, are disconnecting mean provided in a readily accessible location in line of site DY ON and within 50' of EVCS. {CEC 625.23) D. Does the charging equipment have a Nationally Recognized Testing Laboratory (NRTL) lltl y ON approved listing mark? (UL 2202/UL 2200) E. If trenching is required, is t he trenching detail called out? ca v ON 1) Is the trenching in compliance with electrical feeder requirements from structure to IJ y ON structure? {CEC 225) 2) Is the trenching in compliance with minimum cover requirements for wiring methods or ~y ON circuits? {18" for direct burial per CEC 300) Compliance· with 2019 California Green Building Standards Code (CGBSC): A. Does the CAL Green EV Rea diness installation requirements apply to this project? 1) Do the plans demonstrate conformance with CGBSC Table 5.106.5.3.3 for the minimum aa Y ON required number of charging spaces? 2) Do the construction plans comply with the design requirements set forth in CGBSC ml y □N 5.106.5.3.1 for single charging spaces or CGBSC 5.106.5.3.2 for multiple charging spaces? Compliance with 2019 California Building Code, Chapter 11-B Accessibility Features: A. Do the plans clearly depict al required accessible EVCS features for the disabled? Iii y □N 1) Do the plans identify the correct number and type of accessible EVCS stalls requ ired in OlJ y ON accordance with Table 11B-228.3.2.1? 2) Do the plans detail compliance with the accessible EVCS features required by CBC 11B-~y □N 812 and Figure 11B-812.9? Project Address: 1900 Wright Place, Carlsbad, CA 92008 Applicant Signature:-------~--~-~------------------------- Applicant's Printed Name/Date: Taylor McGrady / 07 Nov 2022 2 Building Permit Finaled Revision Permit Print Date: 03/06/2024 Job Address: 1900 WRIGHT PL, # 100, CARLSBAD, CA 92008-5511 Permit No: Status: {cityof Carlsbad PREV2023-0245 Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: 2120912500 Track#: Applied: 11/09/2023 Valuation: $0.00 Lot#: Issued: 12/11/2023 Occupancy Group: Project#: DEV2023-0036 Finaled Close Out: 03/06/2024 #of Dwelling Units: Plan #: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: TRUMP CARD Tl Construction Type: Orig. Plan Check#: CBC2022-0398 Plan Check#: Description: TRUMP CARD: REVISED CHANGES IN PLANS INCLUDING ELECTRICAL WORK FEE Total Fees: Building Division Property Owner: CARLSBAD 1900 LLC 1084 N EL CAMINO REAL, # B ENCINITAS, CA 92024-1334 Total Payments To Date: Final Inspection: INSPECTOR: Contractor: SPW CONSTRUCTION DBA WHITE CONSTRUCTION 1808 ASTON AVE, # STE 100 CARLSBAD, CA 92008-7369 (760) 931-1130 AMOUNT Balance Due: Page 1 of 1 1635 Faraday Avenue, Ca rlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov C Cityof PLAN CHECK REVISION OR Deve/op_ment Services DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 442-339-2719 8-15 www.carlsbadca.gov (byCityStaffJ Original Plan Check Number ce,c QO~?. -o~ 9 i Plan Revision Number i pP-£VWL1-oz_4~) Project Address i9 oo W~l<:>\.-\"T £LA~ General Scope of Revision/Deferred Submittal: ___________________ _ CONTACT INFORMATION: Name TA\,\ LO'i?-""ll::, jl-AP~ Phone Co 19 ~-3 ~'J--<o4 41 Fa,.__ _______ _ Address ·3G,O~ S-n-\ A\J~ Email Address __ T.,__.ALl,.._Y_._LO=-=.,_=-e,=-..... H..L..:cL=I.A.::......:.:.~:::::..:.::...Y.='_,1{1-...:..=....JPc::....::<.:>c........::::c..,0=->r-,__.e,. _______________ _ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: ~ Plans D Calculatio ns D So ils D Energy D Other 2. '2f...F6.<L, 'TD 'P~f\.N c._,-j A,JJ6£-~ 3. Describe revisions in detail ~'TT-A Cl,-{ {tJD List page/s) where each revision is shown 5c_p1vc...~ '> e .Pti--r10 ~,-/\.QV,.J{) B~D l R-f. rv,..,0'1°",:,)() f\~ on 6. o o')_ 171" L e 'L..P, E'C)c)~ ,.,. ,, Eooer (2..6 (\", 0~ ~ I ~ d--)<.-:3 I r2.-6M.-:::.\ff'dP L~")tJu°T'<G 11, C"'.Z..01 ~ o-J'CD .:>owrJ.L-e.. f~,O €3o ( ~~c:AJ y:'(.:\N<S.L s <..rt ~iN,\.C, ~ 6 9ol s¼-~~C)L.. - ~ .., 4. Does this revision, in any way, alter the exterior of the project? ~ [EJ'Yes ~~~: ~i'\u 5. Does this revision add ANY new floor area(s)? 6. Does this revision affect any fire related issues? 7. Oves 8:No D ves e No Oves ~o Date "l No\/ ~u'2:, 1635 Faraday Avenue. Carlsbad, CA 92008 f.b: 602-2719 ~: 760-602-8558 Emal(: building@carlsbadca.gov www.carJsbadca.gov