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Home My WebLink About2548 CAMPBELL PL; ; CBC2023-0375; PermitBuilding Permit Finaled {City of Carlsbad Commercial Permit Print Date: 03/18/2025 Job Address: Permit Type: Parcel#: Valuation : Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2548 CAMPBELL PL, BLDG-Commercial 2132611700 $603,490.80 CARLSBAD, CA 92009-1700 Work Class : Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Tenant Improvement Permit No: Status: CBC2023-0375 Closed -Finaled Applied: 11/17/2023 Issued: 03/08/2024 Finaled Close Out: 03/18/2025 Final Inspection: 10/04/2024 INSPECTOR: de Roggenbuke, Dirk Kersch, Tim Description: L3 HARRIS: Tl {10,470 SF) INTERIOR RENOVATION IN CLUDING ALL ASSOCIATED DEMOLITION, MECHANICAL AND ELECTRICJ WORK Applicant: WARE MALCOMB STEPHEN BAKER 3911 SORRENTO VALLEY BLVD, # STE 120 SAN DIEGO, CA 92121-1457 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL FIRE Plan Review (per hr -Regular Office Hours) SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $4,653.43 Total Payments To Date: $4,653.43 Contractor: PACIFIC BUILDING GROUP 9752 ASPEN CREEK CT, # STE 150 SAN DIEGO, CA 92126-1083 (858) 552-0600 Balance Due: AMOUNT $1,563.25 $197.00 $104.00 $20.00 $2,405.20 $170.00 $25.00 $168.98 $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 COMMERCIAL BUILDING PERMIT APPLICATION 8-2 Plan Check tl2 c,;zo) ;-o3 s Est. Value PC Deposit 5fJS-lP 3. 2£ Date 3· 6·2.0Z.4 --;:. l I • I r · 2o z. Job Address 2548 Campbell Place, Carlsbad, CA 92009 Suite: NA APN: 2132611700 ----- Tenant Name#: L3Harris Lot#: Year Built: ---------------------------------- Fire sprinklers@'ESQNO A/C:€)YESQNO Year Built: 2006 ---Occupancy: B-Business Construction Type:_11_1-8 __ BRIEF DESCRIPTION OF WORK: 10,500 SF interior renovation within 46,370 SF building, including associated structural, mechanical and electrical work. 0 Addition/New: ____________ New SF and Use, __________ New SF and Use _______ SF Deck, _______ SF Patio Cover, SF Other (Specify) ___ _ ({]Tenant Improvement: _1_o,_5o_o ___ SF, Existing Use: _B_-B_u_sin_e_ss ____ Proposed Use: _8_-B_us_in_e_ss ____ _ _____ SF, Existing Use: Proposed Use: ______ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ D Solar: ___ KW, ___ Modules, Mounted:0Roof 0Ground D Re roof: ______________________________________ _ [{] Plumbing/Mechanical/Electrical Mechanical and electrical updates -no square footage chao Oother: _______________________________________ _ APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name: Stephen J Baker Name: L3Harris -Michael G Johnson Address· 39 11 Sorrento Valley Blvd, Suite 120 Address: 2548 Campbell Place City· San Diego State: CA Zip:,_9_21_2_1 ___ City: Carlsbad State:_c_A __ Zip: 92009 Phone· 628.242.1983 Phone: +1 8016967333 Email· sbaker@waremlconb.com Email: michael.g.johnson@L3Harris.com DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Nathan Dean Business Name: Pacific Building Group -Cody Dieson Address: 3911 Sorrento Valley Blvd, Suite 120 Address: 9752 Aspen Creek Ct., Ste 150 City: San Diego State: CA Zip:_9_21_2_1 __ _ City: San Diego State:_c_A __ Zip: 92126 Phone: B58.500.4618 Phone: (858) 652-5096 Email: ndean@waremalcomb.com Email: Cody Dieson <cody@pacificbuildinggroup.com> Architect State License: _c_33_1_85 _________ _ CSLB license#: 502376 Class: B • c-2 • C-9 -------- Carlsbad Business License# (Required):_B_Lo_s_1_2_07_4_35 ____ _ APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Stephen J Baker SIGN: __ {S3__,_,,.__ ____ DATE: 11/09/2023 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Buildlng@carlsbadca.goy 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: therebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSectionlOOO)ofDivision3 of the Business and Professions Code, and my license is in full force and ef feet. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): 01 have and will maintain a ce rtificate 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- ~ave and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: ____________________ _ Policy No. __________________________ Expiration Date: ______________ _ -OR- Ocertificate of Exemption: I certify that In the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and clvll fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ____________________ Lender's Address: ___________________ _ CONTRACTOR 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./ agree to comply with alt City ordinances and State laws relating to building construction. NAME (PRINT}: f<, • c:-, r-> 1..fl.~/\ SIGNATURE: ~ DATE:_Z=----2_<;_-_2..___._Y_ Note: If the person signing above Is an authorlied agent for the contractor provide a letter of authorliatlon on contractor letterhead. -OR - (OPTION B}: OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: n I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 'TQ44, Business and Professions Code: The Contractor's License l aw does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or Improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale). -OR- D 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-□1 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: A 'D, D FORM 8-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder If It has not been constructed In its entirety by licensed contractors. I 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 Web site: http: I l www.leglnfo.ca.gov/calaw.html. OWNER CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construe tion. NAME (PRINT): SIGN: DATE: ----------------------Note: If the person signing above Is an authorized agent for the property owner include form B-62 signed by property owner. 163S Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602·8S58 Email: Buildlng@carlsbadca.gov 2 REV. 07/21 PERMIT INSPECTION HISTORY for (CBC2023-0375) Permit Type: BLDG-Commercial Application Date: 11/17/2023 Owner: Work Class: Tenant Improvement Issue Date: 03/08/2024 Subdivision: PARCEL MAP NO 20743 Status: Closed -Finaled Expiration Date: 01/21/2025 Address: 2548 CAMPBELL PL IVR Number: 53378 CARLSBAD, CA 92009-1700 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-24 Rough/Topout 244753-2024 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/24/2024 04/23/2024 BLDG-14 245978-2024 Passed Tim Kersch Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/30/2024 04/30/2024 BLDG-34 Rough 246758-2024 Passed Tim Kersch Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/16/2024 05/16/2024 BLDG-17 Interior 248807-2024 Partial Pass Dirk de Roggenbuke Reinspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 5/16124 bathroom alcove rated hardlid Yes 07/25/2024 07/25/2024 BLDG-85 T-Bar, Ceiling 255826-2024 Passed Dirk de Roggenbuke Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes F rame-Stee I-Bolling-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 10/04/2024 10/04/2024 BLDG-Final Inspection 263059-2024 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 Tuesday, March 18, 2025 Page 2 of2 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2023-0375) Permit Type: BLDG-Commercial Application Date: 11/17/2023 Owner: Work Class: Tenant Improvement Issue Date: 03/08/2024 Subdivision: PARCEL MAP NO 20743 Status: Closed -Finaled Expiration Date: 01/21/2025 Address: 2548 CAMPBELL PL IVR Number: 53378 CARLSBAD, CA 92009-1700 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Rei nspection Inspection Date Start Date Status 03/12/2024 03/12/2024 BLDG-21 241871-2024 Passed Tim Kersch Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/18/2024 03/18/2024 BLDG-11 242473-2024 Passed Tim Kersch Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/01/2024 04/01/2024 BLDG-34 Rough 243725-2024 Partial Pass Tim Kersch Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-44 243726-2024 Passed Tim Kersch Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes B LDG-SW-lns pection 243971-2024 Partial Pass Tim Kersch Re inspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes ma intained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 04/11/2024 04/11/2024 BLDG-17 Interior 244754-2024 Partial Pass Tim Kersch Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Tuesday, March 18, 2025 Page 1 of 2 . WARE MALC01\1B ARCHITECTURE CIVIL ENGINEERING PLANNING BRANDING INTERIORS BUILDING MEASUREMENT Memorandum Date: To: Subject: Dear Sir or Madam: 26 January 2023 City Of Carlsbad Plancheck Plancheck Comments #2 Submission Narrative Project Name: Plancheck No.: Address: From: L3Harris Partial Floor TI CBCC2023-0375 (True North No: 23-018-1163) 254-8 Campbell Place Stephen J Baker NCARB There follows a narrative describing the document revisions submitted in response to Plancheck review comments and the revised drawings submitted with this package for Plancheck Number CBC2023-0375 2548 Campbell Place (True north No. 23- 018-407). OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: B-A-3 Occupant Load: 283 Type of Construction: III -B Sprinklers: Yes Stories: 2 Area of Work (sq. ft.): I 0,470 sq. ft. ARCHITECTURAL COMMENTS: CBC2023-0375 2548 CAMPBELL PL L3 HARRIS : Tl (10,470 SF) INTERIOR RENOVATION INCLUDING ALL ASSOCIATED DEMOLITION. MECHAN ICAl AND ELECTRICAL WORK 2132611700 1/29/2024 CBC2023-0375 PC2: Comments generated on resuhmittal. Revise sheet 1611), address the following: Specify door I. 001 to he 45 min fire rated to illsure fire resisting continuity. Specify the hardware type for door 1.053. , WARE MALCOMB ARCHITECTURE PLANNING INTERIORS ~, 10111 1 ... , ... •= 1.0111 ,~ l= 1,021 '·""" ,..,. 1.IMO CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT I -~ TYPE SPEC ARE ROOM RATING TIX.CLASSROOM F1 01 "' lOLQ.ASSROOM F1 01 n, "' GI DI ,,uiN STOAAGE Fl 01 -.. ~ _.Fl. QI ·~ 1 D TDl STORAGE Fl DI COtO SAP-F (S) Fl 02 COtt0 SAP·F (TS) F1 02 EXPANSION SPACE F2 01 ..... WIDTH -411imi x..-... .. j-lY s..-,n . ,, , .... j.0-, .... ... l 1.061 FSE F2 01 ~., ..... 1.052 HOWR I.All F1 01 .... ,,,., SAP F"3 F1 ,'01 , .... 1 ... N1SPOM., F1 >03 j-<J' ,...,. S&PRSERVER F1 i o1 , .... 1071 h0T OEH CI.ASSWlEO ' 01 , .... 1,072 NEXT Gal CLASSIFtED (F1' '03 , .... AOR Response: I FRA'IIE: I ~ I COMMENTS HEIGHT ralad r-<J· FR1 ' T-0-FR1 • •• T.tt" FR1 1 r..-FR1 ' '" T•O-FR1 1 ~ ... -• DOOR TO AF ALAFME0 WlTH KFV oYEfVUDE ..... .. , . T.0-•= 10 ll'Y ~fo·A~ 9,nwu:.A NQ,1;5 r.o-•=" 10 DOORT08£ BY OWNER. NOTE 5 T.0-' PA()YIDE T.0-FRl • T-0-FRl 2 NOTH TO- ~:.: 10 - 1 ':.PROY1oe~::= T.0-r.o-l'fAl 1 10 1 BE PROVIDED 1- r.o-:Ls-RI ~ 10 TO I.-r..-\FR&.) l-10 . ~ U)CK,. n 1111 ~~ • 1 Door 1.001 has been revised to be a 45 min fire-rated door. • Door 1.053 has been revised to Hardware Group 06. The door will be a standard locked door rather than an RF shielded door, as this room is a future SAPF location. So the door will be Hardware Group 6 rather than Hardware Group 10. ACCESSIBILITY COMMENTS: 03. Revise sheet 1120, address the following: a) Provide an 18" strike clearance on the pull side of Doors 1.004, 1.020, and I .072. CBC Table 118404.2.4.1. PC2: Comment remains/or doors 1.005 and 1.072. Please revise and coordinate. SECURITY SERVER AOR Response: Door strike clearance has been corrected/noted for doors 1.005 and 1.072. 05. Sheet 1610: Revise doors with vision panels to specify the bottom of the vision panel in the door to be 43" maximum above the finish floor per CBC 118-404.2.11 . PC2: Comment remains, the 43" max is specified for the door operable part not for tlte window, please revise and coordinate. , WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT G1 HALF GLASS AOR Response: Maximum dimension of 43: has bee corrected to apply to bottom of vision panel rather than hardware. PC2: Revise sheet llOl, specify a 48" front clearance.for the water closet per CBC 116-604.3.J. AOR Response: 48" front clearance has been added. HAZARDOUS MATERIAL COMMENTS: Hl . Clarify if tenant space contains hazardous materials. The following items apply: a) Haz Mat List Room by Room Basis: Provide a li st of hazardous materials and their quantities should be submitted on a room-by-room basi s with a comparison to the materials and quant ities allowed by CBC Tables 307. I (1) and 307 .1 (2). PC2: Tlte report provided Oil tlte response shall be provided Oil plans. Additionally, the report shall compare the stored quantities of the hazardous materials to the allowable quantities specified in CBC TableS 307.1(1) and 307.1(2). AOR Response : Refer to new sheet 1011 for requested Chemical Classification Form. MEP/ GREEN/ ENERGY COMMENTS: No Comments. WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT STRUCTURAL COMMENTS: S4 . Revise the !0#360 equipment calculation on page 11: a) Specify the over strength factor to be 2 instead of I per ASCE 7-16 13.6.1. b) Update to ASCE 7-16 instead of7-10. PC2: Response specify tltat tlte calculation was revised and attached. Updated calculations were not provided. Please revise and provide supporting calculations. SEOR Response: Revised calculations attached to this document. Please do not hesitate to contact us for questions or clarifications. Best, Ware Malcomb Senior Project Manager WISEMAN ROHY S T R U C T U R ;\ L E N G I I'~ E E R S STRUCTURAL CALCULATIONS FOR L3 HARRIS T.I. -PLAN CHECK RESPONSES 9915 Mira Mesa Blvd. TEL. (858) 536-5166 CARLSBAD, CA December 19, 2023 W+R JOB #23-064 Suite 200 wrengineers.com San Diego, CA 92131 , _ruw1sEMAN ROHY SUSPENDED EQUIPMENT SEISMIC ANCHORAGE : S TR UC T JR A l E I✓ G II✓ E E R S (2021 IBC / 2022 CBC / ASCE 7-16/ACI 318-19) Version 1.00 Check the support of equipment suspended from the soffit of concrete over metal deck. Input Data Equipment Data Seismic Data Support Data f,' n, Output Data Hanger Rod Design l '(. I ! l)(l 0',0i: w,, 0.152 WP 300(1 0 45 3/1< 636 Trn<i = (W.+F,,,)/N1 T,,Uow = Unistrut Bending Design Pbc,rr = (Wp+F,J/2 Pbc,u, = (W11+F,..)/(Nr l) Equipment Name or ID Spectral Acceleration for Short Period per Eq n. 11.4-3 Overstrength Factor per ASCE 7-16 Table(s) 13.5-1 or 13.6-1 Horizontal Seismic Design Force per Section 13.3.1 Vertical Seismic Deisgn Force Per Section 13.3.1 Concrete Compressive Strength, psi Deck Type Number of Hanger Rods Number of Anchors per Rod Number of Braces in each orthogonal direction Number of anchors per Seismic Brace Brace Plan Angle, Degrees Brace Elevation Angle, Degrees Number of Unistrut Support Beams Threaded Rod Diameter ll1lll ~ 13 TZ /1nrl101 Un istrut PSOOO Beam Capacity 103.716 lb 2110 lb 207.432 lb N/1 lb PROJECT L3 Harns TI LOCATION WSHP JOB NO 23-064 12/15/2023 09.53 09 KEY PLAN (ASD) (Per Unitstrut Catalog) (ASD, N3=2) (ASD, N3>2) ~= B 636 lb (Per Unistrut Bm Design Sprdsht) Seismic Brace Design T bra« = ((0. 7* F,,,,)/(N, •cos(0i)*cos(02)))+(F,,,/(2*NJ.sin(6,)) Anchor Design At Hanger Rod Tbolll = Oo((l.2Wp+F,,vl/(N, *n1)) ¢,,T,. = 0.75¢pNp.dcck.c, Anchor Design at Seismic Brace T11,,111 = 00((F_, •tan(62))/(N1 •n, •cos(61))) Check Bolt Interaction at Brace Anchor + E:\Proiects\23\23-064 L3 Harris TI\Calcs\Hanging Equipment Design 110 lb (ASD) 1050 lb (Per Unitstrut Catalog for SPF 400) 12 1.716 lb (LRFD -per ACI 318-14 §17.2.3) 712 lb (Per ICC ESR 1917) 183 lb (LRFD-per I\Cl 318-14 §17.2.3) 712 lb (Per ICC ESR 1917) 46 lb (LRFD -per ACI 318-14 §17.2.3) 704 lb (Per ICC ESR 1917) 0.32 <1.2 (Per ACI 318-14 §17.6) l I WISEMAN l ROHY -STRUCTURAL EN G lf'-JEERS STRUCTURAL CALCULATIONS FOR L3 HARRIS T.I. -PLAN CHECK RESPONSES 0-.::S-It) 0 N ....._ t-0 ·--T'"" N If/I/A T'"" -,. • ., <.O~ 0 N-I ('f) ,.-,.-M N N 0 N (.J a:I (.J 9915 Mira Mesa Blvd. TEL. (858) 536-5166 CARLSBAD, CA December 19, 2023 W+R JOB #23-064 Suite 200 wrengineers.com San Diego, CA 92131 M ISEMAN ROHY SUSPENDED EQUIPMENT SEISMIC ANCHORAGE RUCTURAL EI\JGINEERS (2021 IBC / 2022 CBC/ ASCE 7-16/ACI 318-19) Version 1.00 Check the support of equipment suspended from the soHit of concrete over metal deck. Input Data Equipment Data w, = Equipment Name or ID Seismic Data Sd, Oo F ph () 1(i2 LOO 0.S0H w, Spectral Acceleration for Short Period per Eqn. 11.4-3 Overstrength Factor per ASCE 7-16 Table(s) 13.5-1 or 13.6-1 Horizontal Seismic Design Force per Section 13.3.1 Fp, 0.152 WP Vertical Seismic Deisgn Force Per Section 13.3.1 Sup port Data f,' 3000 W3-,1eck 4 .l Concrete Compressive Strength, psi Deck Type Number of Hanger Rods Number of Anchors per Rod N, Number of Braces in each orthogonal direction Nu mber of anchors per Seismic Brace 0 45 J/H 3/8 >: 2 636 Output Data Hanger Rod Design T,od " {W,+FeJ/N1 Tallow = Unistrut Bending Design Pb,m = (Wp+Fpy)/2 Pb.,~= (Wp+F,.,)/(Nrl) Pallow = Seismic Brace Design Brace Plan Angle, Degrees Brace Elevation Angle, Degrees Number of Unlstrut Support Beams Threaded Rod Diameter Hilli KB-TZ Anchnr Unlstrut PSOOO Beam Capacity T b,m = ((0. 7 *F,,h)/(N2 • cos(Bi)•cos(02 )))+(F.,/(2*N2 .sin{92 )) Tallow= Anchor Design At Hanger Rod Tb01t1 = Oo((l.2WP+Fe,)/(N,*n,)) <!>,TO = 0. 7S<!>pNp,deck,cr Anchor Design at Seismic Brace T.0111. = 00 ((Fpi,•tan(92))/(N/n2 'cos(91 ))) V.011 = 00i(Frh)/(N2*n2•cos(01))) cp,V,. = cp,Vu,dock.eq Check Bolt Interaction at Brace Anchor + E:\Projects\23\23-064 L3 Harris TI\Calcs\Hanging Equipment Design 103.716 lb 2110 lb 207.432 lb NA lb 636 lb = 110 lb 1050 lb 121.716 lb 712 lb = 183 lb 712 lb 46 lb 704 lb 0.32 <1.2 PROJECT: L3 Harris 1.1 LOCATION: WSHP JOB NO: 23-064 12/1512023 09:53:09 KEY PLAN ,, (ASD) (Per Unitstrut Catalog) (ASD, N3=2) (ASD, N3>2) (Per Unistrut Bm Design Sprdsht) (ASD) (Per Unitstrut Catalog for SPF 400) (LRFD -per ACI 318-14 §17.2.3) (Per ICC ESR 1917) (LRFD -per ACI 318-14 §17.2.3) (Per ICC ES R 1917) (LRFD -per ACI 318-14 §17.2.3) (Per ICC ESR 1917) (Per ACI 318-14 §17.6) EVERGREEN TELEMETRY Manufacturer Product Model SN Certificate of Calibration Certified Air Balance Everoreen Telemetrv Calibration Environment Pressure/ Velocitv Module Temoerature 73 S-PVF-1 Rel. Humiditv 20 % 24D-00127 iBar. Pressure 28.8 in Hg D As Found 18 As Left Bl In Tolerance D Out of Tolerance Measurement Variable Barometric Pressure (in Hg) Differental Pressure (in we) Via Pitot » Calibration Data Test Cal Allowable Ranae Test Point Standard Min Max Instrument Soec -2% -0.1 + 2% + 0.1 1 20.0 20.1 2 28.B 28.9 3 33.0 33.1 Soec -2%-.001 +2%+.001 1 10.00 9.968 2 2.000 1.989 3 0.5000 0.4969 4 0.0500 0.0502 5 -10.00 -9.993 6 -0.0500 -0.0503 -3%-7 +3% + 7 7 I 0.00071 / 107 108 ---------'--'-'-+--------------.;..:_;'----'---.I 8 1! 0.016/506 505 Velocity Pressure >> 1--,;;_--li--=.,;_;;_.;...;;.;:;.;:;..4-____ --1-_____ --1-__ :::.::.::...__-1,,-_ _, (inW.C. I FPM) -3%-7 Indicates out of tolerance condition ---1' !NIST-Traceable Lab Calibration Standards! Variable System ID Calibration Last Calibration Due Pressure 7481227 8-Mar-23 B-Mar-25 Pressure 7568470 8-Mar-23 8-Mar-25 Pressure 7871917 12-Seo-23 12-Seo-25 Pressure 7870754 12-Seo-23 12-Seo-25 Pressure 2205000006 13-Seo-23 13-Seo-25 Pressure 1208000080 13-Feb-23 13-Feb-25 Pressure 41001F6C 27-Aor-23 27-Aor-25 Velocity 2100191A 24-Feb-23 24-Feb-25 Velocity 2100190A 1-May-23 1-May-25 This instrument has been checked for accuracy, calibrated to manufacturer's specifications, and found to be within the specified tolerance unless otherwise stated. It has been calibrated using measurement standards traceable to the National lnstitue of Standards and Technology, or accepted Intrinsic standards of measurement, or derived by the ratio type of self calibrated techniques. r: .. A /J~ Q.fr1 d d l1IVrl, 15-Jan-2024 15-Jan-2026 -I ~alibrated By v Calibration Date Date Due 602.sj 4.6192 ■ lnfo(ijjevemreentelemelr\i.com • www.everare-entelemetrv.com ■ 33 s Sycamore, Mesa, AZ 85202 CERTIFICATE OF CALIBRATION Customer Name: CERTIFIED AIR BALANCE Calibration Date: 11-14-2023 PO Number: Calibration Due: 11-14-2024 Instrument Manufacturer: FLUKE Calibration Fluid: 70F Instrument Description: DIG. CLAMP MULTIMETER Standard(s) Used: A305 DUE 3-2024 Model Number: FLUKE 323 NIST Traceability Per: DMC-9138 Serial Number: 54471121MV Ambient Conditions: 763 mmHGA 45% RH, Rated Uncertainty: +/-SEE TABLE Procedure Number:. NAVAIR-17-20AQ-103 Uncertainty Given: AS REC./AS LEFT Certificate/File Number: 506754.2023 WITHIN SPECS* *ALL RANGES _AND FUNCTIONS WITHIN SPECS. REFERENCE CONDIT IONS ARE: 760mmHGA 70F . INDICAIBD ACTUAL INDICATED ACTUAL UUT DM.STD. UUT DM.STD. DC VOLTAGE DC VOLTAGE AC VOLTAGE AC VOLTAGE +I-to/o +1-1.2% OTO 600V 0TO600V OTO600V OTO 600V 4.50 4.52 50.00 50.07 24.0 24.02 110.0 110.06 150.0 150.20 240.0 240.11 AC CURRENT AC CURRENT RESISTANCE RESISTANCE +l-2% +I-1.5% OTO400A 0TO400A 0TO400OHM 0TO400OHM 2.50 2.505 47.4 47.5 15.05 15.09 270.0 270.23 50.10 50.19 670.0 670.40 73F All instruments used in the perfonnance of the shown calibration have traceability to the National Institute of Standards and Technology (NJST). The uncertainty ratio between the calibration standards (OM.STD.) used and the unit under test (UUT) is a minimum of 4:1, unless otherwise noted. Calibration has been performed per the shown procedure number, in accordance with ISO 10012:2003, 1SO 17025:2005, ANSI/NCSL-Z-540.3, and/or MIL-STD-45662A. Test methods: AP12530-92 & ASME MFC-3M-1989. Date: Dick Munns Company• 11130 Winners Circle • Los Alamitos, CA 90720 Phone(714) 827-1215 Th.is Calibration C<:nilicatc shall not be reproduccdC.-.ocF',-in full. wilhou1 iippro, alb)' DICK MUNNS COMPANY. T~ dat.a shown applies onl)' IO lhe l11Slrumr;I• bc.lngcalibra!cd 1111d untkrd~ SUlc:d conditions of calibr.,.lion. Approved By: Calibration Technician: r Page I of__(_ INSTRUMENT LIST MANUFACTURER MODEL# (DESCRIPTION) SERIAL# DATE DATE (CA LIBRA TED) (EXPIRES) Fluke Amprobe Fluke 323 54471121MV 11/14/2023 11/14/2024 Evergreen S-PVF-1 24D-00127 1/15/2024 1/15/2026 CERTIFIED AIR BALANCE CO. -----<mo Ekll ~h Otl•e •IOI I~ 700S7J "DLI ~ Jrin;,,. .\ 91)61() Section 4 l'iion.-• (51121 CM I• I WO P;u; ($61t IMI-IIIOO Instrument Calibrations Ii> (al a )i ._.71 ..., [ fuJ_:____ '·~,..........,... SUPPLY DIFFUSER • e RE.QUIRED CFM --,, 51( IUMN l.}lfll.U .,_ "t......./" FUiO\Jl~EO c.FV E)l'HAlJST O~ILL.£ I qeou1qeo CFJ.t-B L3 Harris Bldg N4 Ct.A11R -IAJM..,_ll..i.\c"II~ =--= [~[M1] CERTIFIED AIR BALANCE CO. Section 3 Drawings r•tv.:i~.($42) 'Ml-I- F • (~6'.ll 041-1 CERTIFIED AIR BALANCE CO. 9117ll&!I Ran011 tl<lve 1r101 , Sen:a fa ~a.. CA!l067D Phone; lp62~94 -1200 FIDL{562),9il1-1800 Date : 9/6/2024 ------Sheet#: 22 ------Job#: 24092 FLOW DESIGN CONTROLS Project:L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 DESIGN REQUIRED ACTUAL ZONE TAGGING VALVE MODEL DIFFERENTIAL REQUIRED VALVE VALVE ACTUAL FLOW GPM INFO PRESSURE FLOW(GPM) DIFFERENTIAL (PSI) PRESSURE (PSI) WSHP 1-1-6 3/4 HAYS 2510 3-80 6.0 10 6.00 (E)WSHP 1-1 -15 3/4 HAYS 2510 3-80 9.0 8 6.00 (E)WSHP 1-1-19 3/4 HAYS 2510 3-80 10.3 8 6.00 WSHP 1-1-19B 3/4 HAYS 2510 3-80 6.0 10 6.00 WSHP 1-1-19C 3/4 HAYS 2510 3-80 6.0 10 6.00 -- WSHP 1-1-20 3/4 HAYS 2510 3-80 6.0 6 6.00 WSHP 1-1 -21 3/4 HAYS 2510 3-80 6.0 6 6.00 TOTAL 49.30 TOTAL 42.00 Remarks: Date: 9/6/2024 Sheet#: 21 ------Unit#: (E)FC --~---Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM WSHP 1.062 1 10 X 10 CD 1.0 240 258 1-1 -21 1.062 2 10 X 10 CD 1.0 240 249 CORRIDOR 3 10 X 10 CD 1.0 320 334 TOTAL 800 841 RETURN AIR SYSTEM 1.062 1 10" DIA RG 1.0 410 379 CORRIDOR 2 10" DIA RG 1.0 255 255 TOTAL 665 634 OUTSIDE AIR SYSTEM CEILING 1 8"DIA OT 0.4 135 337 362 145 TOTAL 135 145 Remarks: Date: 9/6/2024 ------Sheet#: 20 ------Unit#: (E)FC --~---Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM (E)FC 1.051 1 10"DIA CD 1.0 325 292 265 [1] 1.051 2 10"DIA CD 1.0 325 292 265 1.060 3 10"DIA CD 1.0 400 360 332 1.060 4 10"DIA CD 1.0 400 360 327 1.060 5 10"DIA CD 1.0 400 360 330 1.051 6 10"DIA CD 1.0 325 292 262 1.051 7 10"DIA CD 1.0 325 292 259 1.060 8 10"DIA CD 1.0 400 360 334 - 1.060 9 10"DIA CD 1.0 400 360 336 1.060 10 10"DIA CD 1.0 400 360 349 1.052 11 10"DIA CD 1.0 300 220 257 TOTAL 4,000 TOTAL 3,316 RETURN AIR SYSTEM 1.051 1 12"DIA RG 1.0 585 469 1.052 2 12"DIA RG 1.0 585 462 1.060 3 12"DIA RG 1.0 600 522 1.060 4 12"DIA RG 1.0 600 512 1.060 5 12"DIA RG 1.0 500 455 1.060 6 12"DIA RG 1.0 500 455 1.052 7 12"DIA RG 1.0 255 231 TOTAL 3,625 TOTAL 3,106 OUTSIDE AIR SYSTEM CEILING 1 10"DIA DO 0.6 NS NS 333 200 TOTAL NS TOTAL 200 Remarks: [1] Speed currently at 41 .3 Hz. Unit speed control is locked out unable to speed up. Recommended setting Hz to 49.2 Hz. Date: 9/6/2024 -------Sheet#: 17 -------Job#: 24092 ------- AIR MOVING EQUIPMENT TEST SHEET Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 SYSTEM (E)FC WSHP 1-1-21 Equipment Location CEILING HALLWAY 1004 Area Served 1.051 , 1.052, 1.06 1 1002 Equipment Manufacturer TRANE CLIMATE MASTER Model TWE12044BAA TEH026BFP55AL55 Serial Number 202171682BA 201711195 Specified Actual Specified Actual Total CFM -Fan NS 3,322 800 841 Total CFM -Outlet 4,000 3,322 800 841 R/A CFM 3,625 3,106 680 634 0/A CFM NS 200 147 145 Static Pressure (Total I Ext.) NS 0.46" NS 0.32" Inlet Pressure -0.31" -0.23" Discharge Pressure -0.15" -0.09" Fan RPM 1,425 752 NS DIRECT DRIVE Specified Actual Specified Actual Motor Manufacturer -MARATHON -US MOTORS Motor HP 3.0 3.0 NS NS Brake Horse Power 1.38 Phase/ Frame 3 3 / NA 3 3 _/ NA Voltage 46 421 I 420 : 421 460 460 : 460 : 460 Amperage 4.6 3.3 : 3.4 ! 3.3 4.6 4.1 : 4.1 : 4.2 Corrected Amps NS 0.37 NS Motor RPM 1,725 1,159 NS SINGLE SPEED Hertz 60 44.3 [1] NS NS Motor Service Factor -NS -NS Motor Sheave Pitch FIXED DIRECT DRIVE Motor Sheave & Shaft Size 4 1/2 X 7/8 DIRECT DRIVE Fan Sheave & Shaft Size 7 1/4" X 1" DIRECT DRIVE Belts / Shaft ct.. BX52 391 _/ ct.. DIRECT DRIVE ct.. Remarks: [1] Speed currently at 41 .3 Hz. VFD is locked out and unable to speed up needs to increase to 49.2 Hz. 111, Iii I~ fil,mua. CA !IOiUO ui-ci-· jll~M20CJ CER11FIEDAIR BALANCE CO. r-. (llli:1),11' -•aoo Date: 8/18/2204 Sheet#: 16 Unit#: WSHP 1-1-20 Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92 008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM WSHP TDL 1 10 X 10 CD 1.0 400 426 CLASSROOM E 1-1-20 TDL 2 10 X 10 CD 1.0 400 428 CLASSROOM E TOTAL 800 TOTAL 854 RETURN AIR SYSTEM TDL 1 12" DIA RG 1.0 610 606 CLASSROOM E TOTAL 610 TOTAL 606 OUTSIDE AIR SYSTEM CEILING 1 8" DIA OT 0.35 190 542 585 205 TOTAL 190 TOTAL 205 Remarks: Date: 8/14/2024 ------Sheet#: 15 Unit#: WSHP 1-1-19C Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM WSHP TDL TRAIN ING 1 10" DIA CD 1.0 400 417 LAB EXTERIOR 1-1-19C TDL TRAINING 2 10" DIA CD 1.0 400 430 LAB EXTERIOR TOTAL 800 TOTAL 847 RETURN AIR SYSTEM TDL TRAINING 1 12" DIA RG 1.0 700 707 LAB EXTERIOR TOTAL 700 TOTAL 707 OUTSIDE AIR SYSTEM CEILING 1 6" DIA RG 0.20 100 500 540 108 TOTAL 100 TOTAL 108 Remarks: Date: __ 8_/1_8;.../2;;.0;...2;...4 __ Sheet#: 14 -------Job#: 24092 ------- AIR MOVING EQUIPMENT TEST SHEET Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 SYSTEM WSHP 1-1-19C WSHP 1-1-20 Equipment Location CEI LING TDL CLASSROOM Area Served TDL TRAINING LAB EXTERIOR TDL CLASSROOM Equipment Manufacturer CLIMATE MAST ER CLIMATEMASTER Model TEH026 TEH026BFD55AL55 Serial Number 201711198 201711193 Specified Actual Specified Actual Total CFM -Fan 800 847 800 854 Total CFM -Outlet 800 847 800 854 RIA CFM 700 707 610 606 O/A CFM . 100 108 190 205 Static Pressure (Total/ Ext.) NS 0.47" NS 0.50" Inlet Pressure -0.21" -0.23" Discharge Pressure -0.26" -0.27" Fan RPM NS DIRECT DRIVE NS DIRECT DRIVE Specified Actual Specified Actual Motor Manufacturer -US MOTORS -US MOTORS Motor HP 0.5 0.5 0.5 0.5 Phase / Frame 3 3 ~ NA 3 3 _,,,/ NA Voltage 460 480 : 480: 480 460 480 : 480 : 481 Amperage 3.5 2.2 : 2.2 I 2.3 3.5 2.2 l 2.2 I 2.3 I I I I Motor RPM NS NS NS NS VFD Setting I Fan Speed NA NA NA NA Motor Service Factor -NS -NS Motor Sheave Pitch DIRECT DRIVE DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Belts / Shaft <t.. DIRECT DRIVE ·<t.. DIRECT DRIVE <t.. Remarks: Date: 8/14/2024 Sheet#: ___ 1_3 __ _ Unit#: WSHP 1-1-19 B Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM WSHP TDL STORAGE 1 10" DIA CD 1.0 200 210 1-1-198 TDL STORAGE 2 12" DIA CD 1.0 600 660 TOTAL 800 870 RETURN AIR SYSTEM TDLSTORAGE 1 10" DIA RG 1.0 355 376 TDLSTORAGE 2 10" DIA RG 1.0 355 394 TOTAL 710 770 OUTSIDE AIR SYSTEM CEILING 1 6" DIA DO 0.20 90 450 490 98 TOTAL 90 98 Remarks: Date: 8/18/2024 ------Sheet#: 12 ------Unit#: WSHP 16 ------Job#: 24092 ------AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM WSHP TDL E 1 10 X 10 CD 1.0 400 418 r.LASSROOM 1-6 TDL E 2 10 X 10 CD 1.0 400 401 CLASSROOM TOTAL 800 TOTAL 819 RETURN AIR SYSTEM TDL E 1 12" DIA RG 1.0 610 611 CLASSROOM TOTAL 610 TOTAL 611 OUTSIDE AIR SYSTEM CEILING 1 8" DIA OT 0.35 190 542 560 196 TOTAL 190 TOTAL 196 Remarks: Date: 8/14/2024 -------Sheet#: 11 -------Job#: 24092 ------- AIR MOVING EQUIPMENT TEST SHEET Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 SYSTEM WSHP 1-1-6 WSHP 1-1-198 Equipment Location CEILING TDL CLASS ROOM E CEILING Area Served CEILING TDL CLASS ROOM E TDL STORAGE Equipment Manufacturer CLIMATE MASTER CLIMATE MASTER Model TEH026BFPS5AL55 TEH026BFPS5AL55 Serial Number 201711199 201711202 Specified Actual Specified Actual Total CFM -Fan 800 819 800 870 Total CFM -Outlet 800 819 800 870 RIA CFM 610 611 710 770 0/A CFM 190 196 90 -98 Static Pressure (Total / Ext.) NS 0.46" NS 0.52" Inlet Pressure -0.24" -0.32" Discharge Pressure -0.17" -0.20" Fan RPM NS DIRECT DRIVE NS DIRECT DRIVE Specified Actual Specified Actual Motor Manufacturer -US MOTORS -US MOTORS Motor HP 0.5 0.5 0.5 0.5 Phase/ Frame 3 3 _/ NA 3 3 ./ NA Voltage 460 479 : 480 479 460 480: 480 ! 480 Amperage 3.5 3.3 ! 3.0 3.2 3.5 3.5 ! 3.4 I 3.4 I I Motor RPM NS NS NS NS VFD Setting I Fan Speed NA NA NS NS Motor Service Factor -NS -NS Motor Sheave Pitch DIRECT DRIVE DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Belts / Shaft <&.. DIRECT DRIVE ·<t.. DIRECT DRIVE <t.. Remarks: Date: 8/14/2204 Sheet#: 10 Unit#: WSHP 1-1 -19 Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM (E)WSHP 1.02 1 12X12 CD 1.0 700 535 1-1-19 1.02 2 12X12 CD 1.0 700 500 TOTAL 1,400 TOTAL 1,035 RETURN AIR SYSTEM 1.02 1 12"DIA RG 1.0 650 450 1.02 2 12"DIA RG 1.0 650 422 TOTAL 1,300 TOTAL 872 OUTSIDE AIR SYSTEM CEILING 1 6"DIA DT 0.2 100 500 545 109 TOTAL 100 TOTAL 109 Remarks: Date: 8/18/2024 -------Sheet#: 9 ------- Job#: 24092 AIR MOVING EQUIPMENT TEST SHEET Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 SYSTEM (E) WSHP 1-1-19 Equipment Location TDL STORAGE CEILI NG Area Served 1.02 Equipment Manufacturer MCQUAY Model N.CRH.1.042.E.K.Y.RE.01 .YY.AC.Y. Y Y Serial Number E807348060 Specified Actual Specified Actual Total CFM -Fan 1,400 1,035 Total CFM • Outlet 1,400 1,035 R/A CFM 1,300 872 0/A CFM 100 109 . Static Pressure (Total/ Ext.) NS 0.98" Inlet Pressure -0.74" - Discharge Pressure -0.24" - Fan RPM NS DIRECT DRIVE Specified Actual Specified Actual Motor Manufacturer -US MOTORS Motor HP NS NS Phase / Frame 3 3 ~ NA ~ Voltage 460 479: 478 i 478 : : I I Amperage 8.2 1.3 ! 1.1 I 1.2 I I I I I I I I Motor RPM NS NS VFD Setting / Fan Speed NA NA Motor Service Factor -NS - Motor Sheave Pitch DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE Belts / Shaft ct_ DIRECT DRIVE <t.. ~ ct_ Remarks: Date: 8/14/2024 Sheet#: 8 Un it#: WSHP 1-1-15 Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM (E) WSHP N OFFICES 1 10 X 10 CD 1.0 350 355 1-1-15 N OFFICES 2 10 X 10 CD 1.0 350 330 N OFFICES 3 10 X 10 CD 1.0 350 300 CORRIDOR 4 8x8 CD 1.0 350 140 TOTAL 1,400 1,125 RETURN AIR SYSTEM N OFFICES 1 10" DIA RG 1.0 455 350 - N OFFICES 2 10" DIA RG 1.0 455 371 CORRIDOR 8" DIA RG 1.0 120 110 TOTAL 1,030 831 OUTSIDE AIR SYSTEM CEILING 1 8" DIA DT 0.35 170 486 534 187 TOTAL 170 187 Remarks: Date: __ 8_/1_;8;.../2_;0;...2_4 __ Sheet #: 7 -------Job #: 24092 ------- AIR MOVING EQUIPMENT TEST SHE ET Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 SYSTEM (E) WSHP 1-1-15 Equipment Location CEILING Area Served N EXTERIOR OFFICES Equipment Manufacturer MCQUAY Model W.CRH.1.036.E.K.Y.R.E O.46.A.C.Y.4Y Serial Number E807348050 Specified Actual Specified Actual Total CFM -Fan 1,200 1,125 Total CFM -Outlet 1,200 1,1 25 RIA CFM 1,030 831 O/ACFM 170 187 Static Pressure (Total I Ext.) NS 0.22 Inlet Pressure -0.20 - Discharge Pressure -0.02 - Fan RPM NS DIRECT DRIVE Specified Actual Specified Actual Motor Manufacturer -US MOTORS Motor HP NS NS Phase I Frame 1 1 ./ NA 3 ./ NA Voltage 460 I 477 ! I I I : I I I Amperage 4.6 I 4.6 I I I I I : I I I I Motor RPM NS NS VFD Setting / Fan Speed NS NS Motor Service Factor -NS - Motor Sheave Pitch DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE Belts / Shaft <&.. DIRECT DRIVE ,<t._ / <t.. Remarks: Spr1np, CA 70 Pr,,:,ne, (~}911-12QO r . G!l2)-9'1 ,11100 Date: 8/14/2024 Sheet#: 6 Unit#: FC 1-4 ------Job#: 24092 ------AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC 1.071 1 10X10 CD 1.0 295 298 1-4 1.071 2 10X10 CD 1.0 295 280 1.071 3 10X10 CD 1.0 295 301 1.071 4 10X10 CD 1.0 295 310 TOTAL 1,180 TOTAL 1,189 RETURN AIR SYSTEM 1.071 1 12"DIA RG 1.0 800 515 1.071 2 12"DIA RG 1.0 800 505 TOTAL 1,600 TOTAL 1,020 OUTSIDE AIR SYSTE M CEILI NG 1 8"DIA OT 0.4 155 443 480 168 TOTAL 155 TOTAL 168 Remarks: Date: 8/14/2024 ------Sheet#: 5 ------Unit#: FC 1-3 ------Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC 1.053 1 10X10 DO 0.62 255 411 433 268 1-3 1.053 2 10X10 DO 0.62 255 411 433 268 TOTAL 510 TOTAL 536 RETURN AIR SYSTEM 1.053 1 10X10 RG 0.62 230 371 395 245 1.053 2 10X10 RG 0.62 230 371 397 246 TOTAL 460 TOTAL 491 OUTSIDE AIR SYSTEM CEILING 1 6"DIA DT 0.2 45 225 225 45 TOTAL 45 TOTAL 45 Remarks: Date: 8/14/2024 -------Sheet#: 4 -------Job#: 24092 ------- AIR MOVING EQUIPMENT TEST SHEET Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 SYSTEM FC 1-3 FC 1-4 Equipment Location SAP-F #31 .053 1,071 NEXT GEN CLASSIDED Area Served SAP-F #31 .053 1,071 NEXT GEN CLASSIDED Equipment Manufacturer Carrier Carrier Model MMP-UP0241 BHP-UL MMP-UP0481 BHP-UL Serial Number 42200064 32700040 Specified Actual Specified Actual Total CFM • Fan 510 536 1,175 1,184 Total CFM -Outlet 510 536 1,180 1,184 RIA CFM 465 491 1,025 1,020 O/A CFM 45 45 155 168 Static Pressure (Total I Ext.) 0.6 0.42 0.60 0.45 Inlet Pressure -0.36 -0.38 Discharge Pressure -0.06 -0.07 Fan RPM NS DIRECT DRIVE DIRECT DRIVE Specified Actual Specified Actual Motor Manufacturer NS NS Motor HP NS NS NS NS Phase I Frame 1 1 / NS 1 1 / NS Voltage 208 I 207 ! 208 ' 207 i I I I I I Amperage 1.8 I 1.3 l 2.85 I 2.7 i I I Motor RPM NS NS NS NS VFD Setting I Fan Speed NA/ 5 SPEED LOW NA/ 5 SPEED MED-HIGH Motor Service Factor -NS -NS Motor Sheave Pitch DIRECT DRIVE DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Belts I Shaft <t.. DIRECT DRIVE <t.. DIRECTD~ <t.. Remarks : Date: 8/14/2024 ------Sheet#: 3 ------Unit#: FC 1-2 ------Job#: 24092 ------AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SYSTEM FC 1.026 1 CD 1.0 350 [1] 1-2 1.026 2 CD 1.0 350 [1] TOTAL 700 TOTAL 1.026 1 12x12 DO 0.9 NS NS 726 653 [2] RETURN AIR SYSTEM 1 026 1 RG 1.0 310 [1] 1.026 2 RG 1.0 310 [1] TOTAL 620 TOTAL 1.026 1 12X12 DO 0.9 NS NS 640 576 [2] OUTSIDE AIR SYSTEM CEILING 1 6"DIA OT 0.2 80 400 385 77 TOTAL 80 TOTAL 77 Remarks:[1] Not installed. Tl in room is incomplete. [2] Ducted opening into room Date: 8/14/2024 ------Sheet#: 2 ------Unit#: FC 1-1 ------Job#: 24092 AIR DISTRIBUTION Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 ZONE ROOM NO. SIZE CODE AK REQUIRED ACTUAL FACTOR CFM FPM FPM CFM SUPPLY AIR SUPPLY FC 1.025 1 CD 1.0 350 [1] 1-1 1.025 2 CD 1.0 350 [1] TOTAL 700 1.025 1 12X12 DO 0.9 NS NS 724 652 [2] RETURN AIR SYSTEM 1.025 1 RG 1.0 310 [11 1.025 2 RG 1.0 310 [11 TOTAL 620 1.025 1 12X12 DO 0.9 NS NS 644 580 [2] OUTSIDE AIR SYSTEM CE ILING 1 6"DIA OT 0.2 80 400 360 72 TOTAL 80 72 Remarks: [1] Not installed. Tl in room is incomplete. [2] Ducted opening into room Date: 8/18/2024 -------Sheet#: ------- Job#: 24092 AIR MOVING EQUIPMENT TEST SHEET Project: L3 Harris Bldg N4 -2548 Campbell Place, Carlsbad, CA 92008 SYSTEM FC 1-1 FC 1-2 Equipment Location TDL STORAGE TDL 1.020 Area Served 1.025 COHO (TS) 1.026 Equipment Manufacturer Carrier Carrier Model MMD-UP0241 BHP-UL MMD-UP0241 BHP-UL Serial Number 42200052 42200015 Specified Actual Specified Actual Total CFM -Fan 705 652 705 653 Total CFM -Outlet 700 652 700 653 R/ACFM 620 580 620 576 0/ACFM 80 72 80 77 Static Pressure (Total/ Ext.) 0.6 0.39 0.6 0.40 Inlet Pressure -0.35 -0.36 Discharge Pressure -0.04 -0.04 Fan RPM NS DIRECT DRIVE NS DIRECT DRIVE Specified Actual Specified Actual Motor Manufacturer NS NS Motor HP NS NS NS Phase / Frame 1 1 ./ NS 1 1 ./ NS Voltage 208 I 207 ! 208 I 207 ! I I I I Amperage 1.78 I 1.7 ! 1.78 I 1.7 ! I I I I Motor RPM NS NS NS NS VFD Setting / Fan Speed NA/ 5 SPEED MED NA/ 5 SPEED MED Motor Service Factor -NS -NS Motor Sheave Pitch DIRECT DRIVE DIRECT DRIVE Motor Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Fan Sheave & Shaft Size DIRECT DRIVE DIRECT DRIVE Belts / Shaft ~ DIRECT DRIVE I~ DIRECT DRIVE ~ Remarks: CERTIFIED AIR BALANCE CO. Section 2 TAB Report f'l..-.(5 1941-L f • (~1941-1 ACB ACT ACH AK BTH CD CFM CL DB DCV DD ON DNA DNL DO OT EG ENT ESP FD FPM FSD FR GPM HD HF HP KH LO LV LVG MESH NA NI NM NR REPORT ABBREVIATIONS Active Chilled Beams NS Actual NT Air Changes Per Hour NVL Free Area Factor OBD Bench Top Hood OSA Ceiling Diffuser PD Cubic Feet Per Minute PSI Center Line PSID Dry Bulb RA Demand Control Venti lation RD Direct Drive REQ Down RG Data Not Available RO Data Not Li sted RPM Duct Opening SA Duct Traverse SD Exhaust Gril le SFD Entering so External Static Pre sure SP Floor Diffuser SR Feet Per Minute SWD fire Smoke Damper SWE Floor Registers SWG Gallons Per Mi nute SWR Hood TOH HEPA Filters VFU Horsepower WB Kitchen Hood Linear Diffuser Louver Leaving Washable Mesh Outside Air Filter Not Applicable Not Installed Not Measured Not Rated Not Specified Not Tested Due to Abnormal Conditions No Valid Location for Testing Opposed Blade Damper Outside Air Pressure Drop Pounds per Square Inch Differenti al Return Air Round Diffuser Required Return Grille Return Opening Revolutions Per Minute Supply Air Slot Diffuser Smoke Fire Damper Screen Opening Static Pressure Supply Register Sidewall Diffuser Sidewall Exhaust Sidewall Grille Sidewall Register Total Dead Head Variable frequency Drive Wet Bu lb CERTIFIED AIR BALANCE CO. 9970 l:lell l(Ancll Orh 101 s.mi. p~ ri1111,1,. ,'\ qo(,70 Section 1 Ph:mto: ($~ I I• I 200 F ,. l 6219'1·1!!00 Report Abbreviations CERTIFIED AIR BALANCE CO. 9070 Bioll lt.indl llrl,~ #IOI • ul:l ['e • l'u \ '>06'"' Vhocw: (Sfil) 1141• l:ZQO l!' • t (.:t) 941.tson TABLE OF CONTENTS Section 1 Report Abbreviations Section 2 TAB Report Section 3 Drawings Section 4 Instrument Calibrations Section 5 Certifications CERTIFIED AIR BALANCE ca 9'17U &D ft:,nch [lthe lflDI S.wlll Fe ~ • Q()6 0 ?hone: (~62 t '™-1100 1:w,.: (S6l) 94\-1&100 HVAC TEST AND BALANCE ANALYSIS REPORT FOR L3 Harris Bldg N4 -Final Report- 2548 Campbell Place Carlsbad , CA 92008 Contractor: .............................................................. Pacific Rim Mechanical Project Mgr: ............................................................................ Robert Young Architect: .............................................................................. Ware Malcomb Mechanical Engineer: ........................................................................ H + W CERTIFICATION: The data presented in this report is a record of system measuremen ts and final adjustments that have been obtained in accordance with the current edition of the NEBB Procedural Standard for Testing, Adjusting and Balancing of Environmen tal Systems. The Measurements shown and the information given , in this report are certified to be accurate and complete, at the time and date information was gath ered. Any variances from design quantities, which exceed NEBB tolerances, are noted in the TAB report project summary. Job Number: ............................................... JC5232730 -24092 Date: .......................................................... September 30, 2024 Technician : ............................................................ Mark Russell Approved: ........................................................... Ed Santana Jr. CER.TIFIED AIR BALANCE CO. 9970 'he 11 !land d lrh :mill l'e rlQgi;, ."I. TRANSMITTAL COVER SHEET To: Pacific Rim Mechanical 9125 Rehco Road San Diego, CA 92121 Attention: Robert Young ___ __,;;,_ _____ _ Subject: Final Report Date: September 30, 2024 Reference: JC5232730 -24092 Job Name: L3 Harris Bldg N4 2548 Campbell Place Carlsbad, CA 92008 WE ARE SUBMITTING _J_COPY HEREWITH: [Z] Test & Balance Report D Pre Read Report D Post Read Report [Z] Drawings IMMEDIATE ACTION REQUIRED: D For your approval and return to CABCO [Z] For your records D For your further action REMARKS: D Submittal Data D Specifications D Guarantee [Z] Submitted for approval D For your proposal D Revision proposals D Per your request ------------------------------- Very truly yours, CERTIFIED AIR BALANCE CO., INC. By: Dayanna Lerma WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT Memorandum Date: To: Subj ect: Dear Sir or Madam: 27 December 2023 City Of Carlsbad Plancheck Plancheck Comments # 1 Submission Narrative Project Name: Plancheck No.: Address: From: LJHarris Partial Floor TI CBCC2023-0375 (True North No: 23-018-1163) 2548 Campbell Place Stephen J Baker NCARB There follows a narrative describing the document revisions submitted in response to Plancheck review comments and the revised drawings submitted with this package for Plancheck Number CBC2023-0375 2548 Campbell Place (True north No. 23- 018-407). Please refer also to the "ADDITIONAL Architectural, Structural, Mechanical, Electrical and Plumbing REVISIONS AND CLARIFICATIONS" beginning on page 13. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): ARCHITECTURAL COMMENTS: B-A-3 283 III-B Yes 2 10,578 sq. ft. Al. Provide note on cover sheet: "Fire sprinklers to be provided throughout." AOR Response: Refer to new note in "Building and Code Information" section. Sheet 1000. A2. The cover sheet specifies the full floor area to be 17,255 sf while plans show the area to be 22,200 sf. Justify. a) The permit and cover sheet specify the improvements area to be 10,470 sf, while plan 1110 show the improvement and modifications in a much larger area. Please justify. AOR Response: There occupancy calculation has been revised. The area of the full existing floor is 23,050 SF and the area of the partial floor renovation is 10,578 SF. This has been corrected on the cover sheet and the occupancy plans. Area of new work is also shown on the site plan. Refer to revised sheets 1000, Il00 and 1110. F Page 1 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT A3. Revise sheet 1110, address the following: a) Please revise occupant loads calculations for the storage rooms, bathrooms, hallways, etc. Per the definition in Chapter 2 of the CBC of Gross and Net Floor Area, unoccupied spaces only apply to areas in Table 1004.5 which have an occupant load based on Net area. The restrooms, elevators, stairs, and other areas serving the business area need to be included in the Gross Area used to determine the occupant load. AOR Response: The occupancy calculation has been revised to comply with Chapter 2 of the CBC of Gross and Net Floor Area . Revised occupancy of full floor is 297 occupants. A revised occupancy/egress plan and revised occupancy calculations have been included on sheet All0. Room Names have been added for clarity. b) Please fix Text overlap on sheet. FIXTVRES REQI.HRED 2022 (BASED ON CPC TASI.E 422. 1) AOR Response: Overlap has been corrected. Toilet calculation has been revised to reflect actual floor occupancy per revised toilet occupancy calculation. An additional sing le-user toilet has been added to the scope to meet requirements. Refer to revised toilet calculation and summary, sheet All0. A4. Sheet 1120: Revise plans to show the fire-rating continuity around the hall. F Page 2 or 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS ' -·--·· CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT -2- ~ AOR Response: In lieu of rating the entire existing corridor, a new rated door and wall have been added adjacent to Stair #1 to provide the required fire-rated enclosure at the lobby from stair 1. An additional exit sign has been added to clarify the egress path. Refer to revised sheet A120 and El0l. AS. Card readers are specified at doors. Revise the plans to show compliance with all criteria specified in CBC 1010.2.12. provide a note to indicate the card reader is only for access control and will not restrict egress door operation at any time. AOR Response: Keynote number 5 has been added to the door schedule, sheet 1610 noting compliance with CBC 1010.2.12. F Page 3 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT A2. Plans show the installation of 1-Hr rated walls. Revise detail C2/I510 to identify the basis of approval, such as a UL listing, GA File No. or etc. CBC 703. WALL TYPE PAJIERN ----- • I ,------ C2 • REFER TO STRUCTURAL 3 1/2' (89MM) SOUND A TTENUA. TION MA TERW. FASTENED TO PREVENT SLIDING DOWN AND l£A.VING VOID AT THE TOP WALL JO SLAB ABOVE SCALE: 1 112' • 1'--0" DECK LINE CEUNG TYPE AND HEIGHT CELJNGPlAH 16 GA. CONT. 'IRA.CK W/ #1( Ft.ANGE EA, STUD & (2) #10 JOIST 12) 518' GYPSUM BONID AND 112' PL 'IWOOO IIOARO W/R-fOll IN BETWEEN GYP. BOTTOM TRACK FASTENEC TO FlOOR O 18" O.C. MAX. WA.LL BASE WHERE OCCUf FMSHPI.ANS ACOUSTICAL SEA.lANT FlOORLtlE WALL TYPE -C2- SCALE: 1 112· • 1'--0" AOR Response: Partition Type C-2 is not meant to be fire-rated. It is a SCIF security partition rather than a fire-rated partition. The partition plan graphic wall representation has been revised at partition type C-2 so that it does not resemble the rated partition wall pattern. Partition type "UL" has been added to the partition types (UL#U419 1 Hour Rated Partition), sheet 1510, and keyed on the partition plan, sheet 1120. This new partition occurs between classroom 1.002 and lobby 1.001 and between hall 1.005 and lobby 1.001 only. See also response to item A6 below. A3. Sheet 1610: a) Door 1.001 1.004, 1.007,1.025, 1.026, and 1.040 are openings in fire-rated assembly. Revise door to be 45- minute fire-rated. CBC 716.1(2) AOR Response: Refer to response to comment A4 and A2 above. Fire rated assemblies occur at hall 1.003 and lobby 1.001 only. A new 45 min fire-rated door that encloses the rated lobby (between rooms 1.001 and 1.005) has been added to the partition plan, sheet A120, and to the door schedule, sheet A610. Door 1.007 has been removed. Doors 1.040 and 1.073 hold a 45 min fire-rating. Doors 1.004, 1.025 and 1.026 do not require fire-rated doors. b) Clarify providing 45-minute rated doors at areas without a 1-Hr fire rated walls. -1.020 TOI. lRA.INING LAB F1 D1 3'--0' 8'--0' FR1 6 DOORT -1.021 Till STORAGE F1 01 3'--0' 8'-0' FRI 5 -1.02~ COHO SAP~ (S) F1 02 3"-0' T-0' FRa 11 DOOR11 1.028 COHO SAl'•F {TSl Fl 02 ,Nr N1' FR2 11 DOOR ll 1.040 EXPANSION SPACE F2 Df """ -r T-()' FR1 9 PROVIDI -1.061 FSE F2 DI' ~MIN. ..:.r NI' FR1 a -1.052 HOWRLAB F1 o-... ·-NT FR1 2 -1.053 5"1'~113 F1 02 :yq r-o-FR2 10 DOOR l QVo/NER -1.082 NISPOM#2 F1 D1 3'-0' N1' FR1 3 -1.0452a SIPRSERI/ER F1 D1 3'-0-T-0' FR1 .. AOR Response: This was an error and has been revised -the rating should have been noted at door 1.040 in lieu of door 1.051. The fire-rating at door 1.051 has been removed. F Page 4 of 16 WARE MALCOMB A4. ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT Provide additional exit sign at lobby, that is not used to access to the main exit, to an exit. CBC 1013.3. 0 111.004 ~-- AOR Response: Two additional exit signs have been added at this location; refer to revised sheet A120. A6. Revise sheet 1510, detail C-2, coordinate with wall/partition legend pattern. :eo8' llZONTAI. Sl10 !EWSAT ilOARO ~ \VOIDING IDS TO ,ISLE NG PATH lli C:Z • REFER TO STRUC1\JRAI. nJLLUn' VCt..,r\ rLU I c..::, /'\I \.,~;)lrlCU U'\a..), I 'r. u.u.n NEW SLAB TO SL.AS 16 GA STUDS, 1 LAYER OF GYP ON ON OUTSIDE OF ROOM "IEW SLAB TO SlAB ICO 705 COMF'l.lANT WALL wm-t 18 GA. STUDS, AFOIL 8E1WEEN 2 LAYERS OF 518" GYP ON 80TH SIDES. STC 50 AOR Response: Wall pattern for partition type C-2 has been revised on the partition plan so that it agrees with pattern shown on partition type C-2 and is not easily confused with a fire-rated partition (partition type "UL", sheet ASlO). Refer to revised partition plan, sheet A120 and response to item A2 above. A7. On roof plans, address the following: a) Dimension the mechanical units from roof edge, provide guards where mechanical units are within 10 feet of the roof edge. CBC 1015.6 AOR Response: New sheet A160 Roof Plan has been added to the set. Dimensions to parapet wall have been added to all new equipment located on the roof. a) Note: Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6 AOR Response: Refer to new Details 1 and 2 on new sheet 1100a, showing site lines and parapet screening. Existing parapet adequately screens new equipment. AS. Provide typical detail for membrane and through penetrations of fire rated assemblies for conduits, wires and pipes. CBC 714 AOR Response: New detai l 16 has been added to sheet I530. A9. Doors serving classrooms with 50 or more occupants shall be equipped with panic hardware per CBC 1010.2.9. AOR Response: Hardware group 6 (used on doors 1.020, 1.002 and 1.001), has been modified to include panic hardware and a closer. Door 1.007 has been removed. Refer to revised sheets 1120 and I610. F Page 5 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT ACCESSIBILITY COMMENTS: Dl. CBC 118-202.3 requires that accessibility be provided to the altered spaces. This accessibility shall include the requirements of CBC 118-202.4, which entails: a primary entrance, a primary path of travel, sanitary facilities serving the area, a drinking fountain, and signs. Please address the following: a) Provide details for curb ramps in accordance with CBC 118-406. AOR Response: Refer to details 6 and 12, sheet I020 for existing curb ramp details. c) Provide detectable warning where the accessible route crosses or adjoins the vehicular path of travel per CBC 118-247.1.2.5. Provide detectable warning details in accordance with CBC 118-705 .1. 1 11 U 1 1 1111 I I I I U [] I 1 11 n I I I I I I 1 11 1 r\ AOR Response: These existing detectable warnings have been noted on sheetll00. c) Provide plans and details for the restrooms serving the area to verify that it meets the requirements of CBC 118 Division 6. AOR Response: Refer to new sheet Il00a, detail 3 for plan of existing and new toilet rooms. d) Show the location and provide details for the drinking fountain serving this area (if provided) to verify that it meets the requirements of CBC 118-211.1 and CBC 118-602. AOR Response: Refer to new keynote 206, sheet I120and detail 15, sheet I021 for location and ADA compliance of existing high/low drinking fou ntain. D2. On sheet 1020, detail 6, Specify the detectable warning surfaces to be yellow and approximate FS 33538 of Federal Standard 595C per CBC 118-705.1.1.3.1. AOR Response: Detail 6, sheet I020 revised to require detectable warning surfaces to be yellow and approximate FS 33538 of Federal Standard 595C per CBC 118-705.1.1.3.1. D3. Revise sheet 1120, address the following: a) Provide an 18" strike clearance on the pull side of Doors 1.004, l.020, and 1.072. CBC Table 118404.2.4.1. F Page 6 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT 6'-0" AOR Response: 18" mi nimum dimension noted on partition plan, sheet 1120. b) At Door 1.052 and 1.072., show a 12" minimum strike clearance on the push side of the door. CBC llB-404.2.4: AOR Response: 12" minimum dimension noted on partition plan, sheet 1120. D4. Revise sheets E501 and 1530. Specify the mounting height of receptacle outlets, and thermostats to be as follows per CBC 11B-308.1: a) 48" Maximum above the floor, measured from the top of the outlet box. AOR Response: Refer to revised detail 13, sheet 1530. b) 15" Minimum above the floor, measured from the bottom of the outlet box. AOR Response: Refer to revised detail 13, sheet 1530. D5. Sheet 1610: Revise doors with vision panels to specify the bottom of the vision panel in the door to be 43" maximum above the finish floor per CBC 11B-404.2.11. F Page 7 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT G1 HALF GLASS AOR Response: Refer to revised door type Gl, sheet 1610. HAZARDOUS MATERIAL COMMENTS: Hl. Clarify if tenant space contains hazardous materials. The following items apply: a) Haz Mat List Room by Room Basis: Provide a list of hazardous materials and their quantities should be submitted on a room-by-room basis with a comparison to the materials and quantities allowed by CBC Tables 307.1(1) and 307.1(2). AOR Response: Refer to list below of hazardous materials and quantities. We do not believe that any of these materials is constrained by CBC Tables 307.1(1) and 307.1{2). F Page 8 of 16 WARE MALCOMB ARCHITECTURE CIVIL ENGINEERING PLANNING BRANDING INTERIORS BUILDING MEASUREMENT l'nldiKt· Name M;1nufadurer Type Coo,taln Unit Ql.llnity H-rd Cll!•ntlt (lu,nttty ii' llllal I.Om!Oo Justfflcl!tion erSlllt Clan yStmed IJM, Quantity (openaml !stored +in (ru,red ~d In usel dosed) usel 961 Soldering Flwt Kestef Inc. SOL 6.76 11 oz 2 3 6.76 6,.76 13.52 ~ct, arid HaxMat Soldetln, locker PA99% ITechsprav SOL 10.14 fl DZ 1 3 10.14 0 10.14 HazMat lodcer Assemblv/rewortc 1.actlte24J Henkel Corpo111 ·on AOH t.69 fl oz l, l 0 1,69 1,69 Bend! Anembly/reworl 1.Dctl~, 242 Henkel Corporation A()H 0.338 fl Ol 1 2 0 0.333 0.358 Bench A$wobly/rtWOr1 Parter 5o~r O tu.be. Parkl!r Hann fln LUBE ,2 fl DZ l 2 l 2 .. 'flefldi and H111Mat Auemblv/rewon locker Loctite 425 Htmkel Corporation ADH 0.2 fl o~ l 2 0 Q.i o.i Bend, AssembJy/,-orlc Tap M &JC CUtti18 Fluid !The Steco Corporation LUSE 4 fl QZ 2 2 4 4 8 Bend'! arid H.uMat Assembly/rewort locl<er l8,t7 Ca1b0n Cond~ MG Cl,emlcalJ> ADH !Auemblv Ptite 2 oz l 4 l 0 2 HazMat locker Assembly/rewed RUIC Off Cllemti'Cnk, SOl s oz 1 3 5 0 5 Ha.tMat lotktt Sold-,!N! Reztore £SD Surface CteanN ~ Industries Inc. SOL u oz 1 3 12 'I) u HIZM t lod<et Oellll Ag l8ao1 Slllillc Control Surface 3M SOL 3:;z 1 3 32 0 32 HuMat locker Cleaning Maflt fflmt)ver oz b) Control Areas: The plans indicate that the second floor is one control area. Address the following to show compliance with CBC 414: i) 2nd Floor as Single Control Area: The floor assembly of the control area and the construction of the floor of the control area shall have a fire-resistance rating of not less than two hours. CBC 414.2.4. OR, ii) Building as One Single Control Area: As there are no fire-resistance rated horizontal assemblies (Type III-B buildings do not have ra ted floor construction per CBC Table 601), the entire building can be analyzed as a single control area: (I) Note on the plans that the whole building is one single control area. AOR Response: Note has been added to cover sheet 1000 con fi rming that entire building is a single control area. Refer also to response to item Hla above. (2) Confirm there are no other hazardous materials in the building, other than the proposed hazardous material quantities proposed. AOR Response: Confirmed. See response to Hla above. MECHANICAL COMMENTS: Ml. Provide listed fire dampers at all duct penetrations through fire-rated walls and barriers. (CMC 605.2) F Page 9 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT EOR Response: Smoke fire dampers added at rated lid in Hall 1.003. Please see architect plan for full height walls and fire separations, most of the instances clouded above are not fire rated assemblies. M2. Provide duct support detail. CMC 603.7. EOR Response: Duct support detail added . Please see 9/M401. M3 . Please specify on the plans the requirements for proper condensate disposal, as per the requirements of Section 310 of the CMC and please specify the sizes of all condensate drains on the plans as per CMC Table 310.3. EOR Response: A condensate drain plan has been added to the plumbing set. Please see P202. J 0 LJi> @) M4. Where cooling unit is installed in the ceiling, provide an additional watertight pan or corrosion-resistant metal to catch the overflow condensate due to a clogged primary condensate drain, or one pan with a standing overflow and a separate secondary drain. CMC 310.2 EOR Response: Please see detail 3/M401 and detail 3/M402 for drip pan requirements. F Page 10 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT HI] fTYP.4) SECURITY ELECTRICAL COMMENTS: No comments. PLUMBING COMMENTS: No comments. GREEN BUILDING COMMENTS: No Comments. ENERGY COMPLIANCE COMMENTS: SERVER fi.011.J Tl. Revise mechanical energy re port, specify the ful l floor conditioned area 17,255 sf instead of 9,880 sf. CAAl:Sal,0 oc OS 06 T2. Revise electrical energy report, specify the full floor conditioned area 17,255 sf instead of 7,571 sf. EOR Response: Energy documentation area revised, refer to sheet E003. STRUCTURAL COMMENTS: Sl. Revise design criteria, specify CBC 2022, IBC 2022 does not exist seems to be miss referenced. F Page Page 11 of 16 WARE MALCOMB ARCH ITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT EXITS & COARIXIRS. ··-100 PSF PAATTT10NS.. ... .. -20P5F 2.LATEIW.iA',0$; a) A. WINO. PERASCE 7 (IBO 2022) IWllC WIND sPEE IV'lll---loFH TOPOOAAPlll::fllCTOll(K,Q, .......... __ to C,,.TEOOR'I------I EXP05lllf CATEGORY .... -.......... ,_ .. -C ENCI.OSlRf CI.ASSI'~. ..,_ ENCLOSED 8. SEISMIC. PER.\SCE1·1 BC 2027) RISI( CAl'EOORY ... .. ··-I SEISMIC M'ORTANCI; FACTOA (E) .. .. .• _ 1.0 MAl'PEOSP£CTIIAlAESP()ljSEACCafW.llOHS: SS,Q.1115:zG 91•0.:ll!IG SITEQ.ASS: ....... , .............................. ___ .. D EOR Response: Revised code to CBC, ref S1.0. 52. Provide a "Statement of Special Inspections" per CBC 1704.2.3 and as defined in CBC 1704.3. Not only should this list all special inspection and structural testing items that are required by the CBC, but also detail the extent and frequency of the inspections/tests. EOR Response: Added Special Inspection notes; ref sheet S1 .2. 53. Revise sheet 1.2, detail 18. Detail references detail 13/Sl.2 wh ile plan specify the detail not to be used. Please coordinate. 1/2" [)IA THRE,\OfD ROD 1'\11'"10001"ROD STl'l'ENEJII. 11/ ROD GLIPS • 1<1" O.G. l'TYP. (X--4) 'P16-43' ~ )"' SPRll6 ISOI.Ai Oft rtfB!e ~- 6'1' J-fl;GH.111 3/0" W,. 1<5-TZ I'll 7 El'l'. l!MBEO. CE51t-1~11) EOR Response: Revised detail 18 I )' 54. Revise the 10#360 equipment calcu lation on page 11: a) Specify the over strength factor to be 2 instead of 1 per ASCE 7·16 13.6.1. b) Update to ASCE 7-16 instead of 7-10. 0wdri ... ~ vl~WJMNIM from thll IOffll ofCGlf'IQ'ttt..,.. mcut.._ lnllllLIIIII ~-.. ---~ ,.,. • O.lJJ W, Vwilallllllmlll:Dll!JCf!Pmut,-s.ablcD.l.l EOR Response: Sheet S2.0 Added new weight. Sheet S2.1 Revised weight of unit. Refer to attached revised calculations. If you have any questions regarding the above com ments, please contact Alaa Atassi via email alaa@tncservices.com, or telephone (562) 733-8030. [END] F Page 12 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT ADDITIONAL Architectural. Structural, Mechanical, Electrucal and Plumbing REVISIONS AND CLARIFICATIONS: Architectural Drawings -I Series General: Revised all plans and area of work to include new single-user restroom 1.006a and new closet 1.006. 1120 1. Added Keynote 204 (existing partitions). 2. Added General notes 15 (duct penetrations), 16 (window coverings) and 17 (penetrations). 3. Revised Wall Partition Lagend to reference partition types, sheet 1510. 4. Removed door 1.072 and all associated equipment. 5. Added Laminate and base finish designations to millwork elevations. 1130 1. Added Keynotes 309 and 310. 2. Added General Note 13 (dielectric breaks). 3. Added power to new room 1.006a. 4. Added doorbell to rooms 1.025, 1.026, 1.062, 1.071. 5. Revised locations only of data jacks, rooms 1.025, 1.026, 1.062, 1.071 . 6. Added duplex outlet and conduit for smartboard room 1.002. 7. Added 2 new outlets room 1.020. 8. Added 1 new outlet room 1.071. 9. Moved outlets feeding central workstations at room 1.071 from column to cable tray. 10. Relocated new 75kva transformer to room 1.069. 11. Added new outlet types and doorbell to Legend . 12. Revised mounting height for keypad -Legend. 13. Added EPO to Legend and to rooms 1.002 and 1.020 . 14. Added blue flashing security light controlled by switch to rooms 1.025, 1.026, 1.062, 1.071. 1140 1. Added lighting for new room 1.006a. 2. Provided specification for ACT. 1150 1. Revised floor finishes. 2. Added floor finish UF-1. 3. Added keynote 507. F Page 13 of 16 WARE MM.COMB ARCHITECTURE PLANNING INTERIORS IS10 CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT 1. Revised details Cl, C2, 7 and 8. 2. Added details rl (rated partition) and detail 6. AS30 1. Added detail 15. A610 1. Revised Hardware Group 10. 2. Added details 2 and 3. 3. Deleted hardware groups 3, 4 and 9 -"Not Used." 4. Revised door schedule as follows: Door 1.002 -revised room name Door 1.005 -new door; 45 min fire-rated Door 1.006 -new door Door 1.006a -new door Door 1.007 -deleted door Doors 1.025 and 1.026 -revised to FR2 and HW 10; added keynote 5 Door 1.040 -revised to FR3 and HW 8; 45 min door Door 1.052 -added keynote 5 Door 1.053 -revised to door Dl, Frame FRl and HWl Doors 1.062-revised to D3, FR4 and HWlO; added keynote 5 Doors 1.062a -revised to Dl and HW2; added keynote 5 Door 1.071a -revised number to Door 1.071 and HW2; added keynote 5 Door 1.072 "Hall" -deleted door Door 1.072 "Next Gen Classified" -revised to Fl, D3, FR4 and HWlO; added keynote 5 Door 1.073 -revised to F2, Dl, FR3 and HW8; added keynote 5 Structural Drawings -S Series No additional changes . Electrical Drawings -E Series E101 1. Lighting added in restroom. E201 1. TDL classroom and TDL Training room re-circuited to new panel PPlC. Panel PPlC to be on shunt trip. 2. SFD connections added. F Page 14 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT 3. Power added in restroom. 4. Power for exhaust fan in electrical room. 5. Power in prototype lab 1.051 ceiling. 6. Power connection added for FC 1-4 E202 1. DHP 1-1 and 1-2 revised to single phase. 2. HP 1-1 revised to 30Amp feeder. E301 1. Panel schedule PPlC added. E401 1. Panel schedule PPlC added. Mechanical Drawings -M Series M002 (E) WSHP 1-1-14 changed to new FC 1-4. FC 1-4 will be part of the new VRF system. HP 1-1 upsized to meet load of additional FC 1-4 Transfer fan added to serve Fire Room. M101 Zones WSHP 1-1-16 & 1-1-18 revised to leave existing to remain rather than demo existing. M201 (E) WSHP 1-1-14 changed to new FC 1-4. FC 1-4 will be part of the new VRF system. HP 1-1 upsized to meet load of additional FC 1-4 Transfer fan added to serve Fire Room. Zones WSHP 1-1-16 & 1-1-18 revised to leave existing to remain rather than provide new ductwork. Misc. duct route changes. Exhaust POC from existing exhaust duct to added bathroom. M202 Some diffuser types changed. M204 (E) WSHP 1-1-14 changed to new FC 1-4. FC 1-4 will be part of the new VRF system. M301 F Page 15 of 16 WARE MALCOMB ARCHITECTURE PLANNING INTERIORS CIVIL ENGINEERING BRANDING BUILDING MEASUREMENT Transfer fan added to serve Fire Room T-stat added for control. Plumbing Drawings -P Series Plumbing set added for utilities to new bathroom. Condensate drain piping moved from mechanical set to plumbing set. Please do not hesitate to contact us for questions or clarifications. Best, Ware Malcomb Senior Project Manager F Page 16 of 16 WISEMAN ROHY STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS 9915 Mira Mesa Blvd. TEL. (858) 536-5166 FOR L3 Harris T.I. CARLSBAD, CA November 8, 2023 W+R JOB #23-064 Suite 200 wrengineers.com San Diego, CA 92131 6FECIAI.. IN&Fl:CTION 6HALL EIE Ff;iDVIDED BY A !<ECOONIZED TE6TINl:i LAB APf'!i0\11:D 6'!' Tl-IE ENGINEER PROVIDE 6PECIAL INef'ECTION IN ACCOl'<DANCE WITH u.i,.c. 6ECTION 112)8 ON M FOLLc:,lollNG,, A.ALL CONCIETla WITH A f'c ~ATlaR TI-IAN 2~ Fel. B.AU. &Ti.ucTURAL. &TEEL WELDING C.ALL REn-.FORCING &TEEL Wl:LDIN::i 1. &l"ECIAL INSf'ECTION l<Ef'ORT6 AND TE6TI~ l<EFORT6 61-!ALL EIE 6UBMITTED TO Tlil: ~INSER 1-!ITI-IIN 1 DAY& a' l-ll-lEN Tl-If IN&FECTION WAS MADE OR I-If.EN Tl-IE TEllTING, WAil P"E~D. '-Tl-IE ~INEER 61-!ALL eE NOT~IED IHMEDIATEL Y a: ANY TE6TINGo IEFORT WHICI-I WILL ~ NON-CO"IPLIANCE WITI-I Tl-IE REGXJIREMENT& CJf Tl-IE PLAN&. 61RJC~ DESIGN LOADS, P' -,EAD LOAD • le.ti !"SF /VE LOAD • 2/D.ID l"6F (EOUCIBLE) FLOC)lll DEAD LOAD • -4-4.ID l"eF FLOOR PARTITION LOAD • 20.ID P&F FLOOR LIVE LOAD • t,ID./D l"6F (REDUCIBLE/ ~ V•~ W • ID.222 W R • 4.& SEl5HIC ZONE FACTOR Z ZoNE 4, Z•IZ>A SOIL PROFILE TYPE Sd 8E16MIC COEl'FICIENT c:., !Z>.44N4 &EleMIC COEff'ICIENT CV NEAR SOURCE FACTOR Na NEAR eouiqce FACTOR Nv &EleMIC sou~ TYPE T'r'PE El Tl-lE fi!O&E CANTON FAULT 15 LOCATED A~XIMATELY 11 KM~ THE 51TE. Q Drawing Date l) OledcBy _J 4-10-2006 : -Drawn--B-y ____ _ ~ Scale W-------- " Job Number ~ Sheet Number I- b. 11 l\TC Hazards by Location ,arch Information Address: Coordinates: Elevation: Tlmestamp: Hazard Typo: Reference Document: Risk Category: Site Class: Basic Parameters Name Value Ss 0.952 s, 0.349 SMs 1.143 SM1 • null Sos 0.762 So, • null • See Section 11.4 .8 2548 Campbell Pl, Carlsbad, CA 92009, USA 33, 1296786, -117 .2625137 341 fl 2023-11-08T16: 12:42.3072 Seismic ASCE7-16 0-default Description MCER ground motion (period=0.2s) MCER ground motion (period=1.0s) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2s SA Numenc seismic design value at 1.0s SA '\dditional Information ,.,ame Value soc • null Fa 1.2 F, • null CR5 0.904 CR, 0.913 PGA 0.415 FPGA 1.2 PGA_, 0.498 TL 8 SsRT 0.952 SsUH 1,053 SsD 1.5 S1RT 0.349 S1UH 0.382 S10 0.6 PGAd 0.5 • See Section 11.4.8 Description Seismic design category Site amplification factor at 0.2s Site ampllficatlon factor at 1.0s Coefficient of risk (0.2s) Coefficient of risk ( 1.0s) MCEa peal< ground accelerailon Site amplification factor at PGA Sile modified poak ground acceleralion Long-period transition period (s)' Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of eJ11ceedance in 50 years) Fac1med determin1s1ic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1 .0s) Factored un1forn1-hazard spectral acceleratlon (211/0 probabtlity of exceedance in 50 years) Factored delermlnisilc acceleration value ( 1.0s) Factored determinist,c acceleration value (PGA) !.l,.1 ..,I IIA I/ • ~ '• ~•1 , .', l I Go g~ 341 ft ' 9 L•ou Cd11 il•u •11~:om; Pf 9 Lak1> San Marcos San M, JoulJlt• P~d~ F'.i•,· n ;\!t_; .. , l~ur It' P'Map data CJ2023 Google, INEGI Report a map error ., results md,cllled l1ere DO NOT reflect any slate or local amencir11e11rs to tt,e voh,~s or any delm~ation l111es mm:Je dun11a the builc1my t.vUe sdoµtion µroces~ Users sl1ot1ld t·onfirt,i anj outµ11t obrnm~cJ lriJ,11 tllis toot w1/h the lacnl Authority Navmg Junsd,ct,on bofore µroceedrng with dcs1g11. PloiJsc nolc 1/Jat t11r. ATC Hazards by Lnca1ion website will not be vpdatod to suppo,1 ASCE 7-22. Fu,d m1t wlJr, Disclaimer WISEMAN + ROHY STRUCTURAL ENGINEERS BY tvY\ DATE __ PROJECT ______l,l.u.!,.L\1:rSl.....LJ....Lrrr_,___,_N--'-1_.__r..._-'--1. ___ _ rwo rw c u \\f \ r s u?f o t2--1 ----------- tY, f\:,~ V N\ ~ V\J t1 lJf(f ~ _t; 2fJ \:f SHEET NO. __ OF __ _ JOB NO.__,_ ___ _ t-F Ltrtt F-O fZAn J. uo w 10ott-.. · 2-~' 1{7:J,-n <f ;u. 1'1 -\=t-. •I ' Jf)(rvJ ,,-' Svr \·u1v\:-.1 ·-, • · . ~ \JI u1&\ 114-''2/10 4f 1/ 8 I I :. 7 tlD vvs --p-r J I '• ' ' '-. f _ -z s1 U ~ --rr ftu.u v\J · f' '-· ro \ \\ff L,O'Ym -(. ◊ \\J s E-\N"rn \it: 4tLE !ti \t0'AtAl O N -=-~1 z t, s 0 0 tf--= l 7[ t; lJ& L-,~~4" 1 •• \/ frtA -,. u(~C) 00 \, (/ LS-J Joi~ t (; : p ~ l l1f'A~1 f0\2. l O O CJ l;~ (lD () l,v ~7-,.-; rtT ,nv \! 17 rH'v n.. {Ja Irv) h'\~otn vatv S1 00 ~Jor (-!. Ct?2D lOUG vg y~ l)Ot~r v ·j_ k NOTES, I. 32Ll-l (2SE>/12BJ DB'lOTE5 32' LH-SERIES OFEN 1-E:EI STEEL JOIST WI UNIFORM TOTAL LOAD OF 256 POUNDS FER LINEAR FOOT AND UNIFOR1 LIVE LOAD OF 128 FOUNDS FER LINEAR FOOT. LOADS FROM MEQ-l. l.R'-IITS ARE NOT INQ..UDED AND ADDITloNAL LOADS MUST 6f;. INCLUP£D-Jt!,:n-E._~~TEEL JOIST ANAL Y515. IN ADDITICN TO ABOVE THE OPEN HEEi 5TEEL JOl5T5 E»-IALL EIE DESIGNED FOR.._q-lE I~ FOl.ND FOINT LOADS1 AT ANY PANEL POINTS. AL.50 IN ADDITICNTO THE-A!30VE, 0FEN we ·Jol5T HAN!i'ACTUR!=R 5i=IACL A[SC,-iNCD:JD~~LoABS-IN Jomf1:>~516fl 2. 2-4u3N (ll.21Z)KJ4_00lKJ DENOTES 24' OFEN 1-E:6 STEEL GIRDER WI 6 SPACES eElWEEN FOINT LOADS TOT AL LOAD OF 11.20 KIPS AND LIVE LOAD OF 4.00 KIPS AT EAQ-l POINT. THE LOADS ARE NOT EQUALLY SPACED AND VERIFY ~!Tl-I THE PLAN FOR THE LOCATION Of POINT LOADS. --------- f=L.001-c OF'EN WEe erEEL. JO 1ST cC~ECUL.E MINIMUM MAJ~ UNIFORM (FLF J TOT AL MARK 51ZE AXIS MOMENT OF REMARKS LOAD/LIVE LOAD INERTIA Ix (rn f FJ•I 28L.4 1111/61& C3C2')0 ~ FJ•IA 28LH 1111/61& 13&0 ~([ 0~ FJ-2 28L4 8~2/S02 700 _Jt 28LH 1008/&63 11"0 ;;/_ z FJ-2A -Q ~~ FJ-3 I8L4 1136/64" 300 5J ~ FJ•4 28LH '383/&4'3 700 i if ~-)/. FJ-4A 28LH '383/&4'3 112>&0 ~: FJ-!; 28LH 112'47/&82 1300 FJ-Ei I8LH 13~/&82 300 &_J ~i FJ-1 28Ll-4 8&2/4U:I 700 NOTES: I. 28L4 (1128/64") DENOTES 28' U-1 SERIES OFEN ~B JOIST WITH UNIFORM TOT AL LOAD OF 1128 FOUNDS FEFc LINEAFc FOOT AND UNIFO!i-M LIYE LOAD OF 6412' FOUNDS FER LINEAR FOOT. 2. LOAD5 FROM MECHANICAL EQUIFMENT AND DUCTWOf,i!K AS 6HOWN ON FLANS ARE NOT INCLUDED AND ADDITIONAL LOADS MUST BE INCLUDED IN T14E OFEN Wl:6 STEEL JOIST ANALYSIS. IN ADDITION TO THE A60VE. THE OPEN WEB 6TEEL JOl6T6 &HALL BE DESIGNED TO ACCOUNT FOR RJTURE MECHANICAL Ut-llT& AND SiUSFENDED eFRINKLER.s OR ONE 10012' FOUND POINT LOAD AT ANY PANEL FOINT ~41CHl:VER GREATER SEE NOTES ON SHEET 5-1 FOR ADDITIONAL DESIGN REQUIREMENT&. VRF -OUTDOOR UN IT SCHEDULE f.tANUfA.cTUnER NET COOLING NET HEATING rOTA.L SERVICE CFM CAPACITY IEER.'EER CAPAClfY COP VOL I !pH/H.2 FLA KW M:::A 1.40? \'.'EIGHT R.EMARKS &MODEi NO {MBHJ tl.l8HJ {LBS! ~ CARRIER-lOSH!BA. FC 1·1 1.ll.1\-MAP0126FTGP·Ul FC 1.2 '10 231 I 13& BIO l 55 460/J•Su 21 m2 23) 15 WJ 1 2 I FCI-) I PROVIDE w IHCONCAETE EQUIPMENT PAO AND 80RROSION PftOTECTION COATrNG l~STALL PER MAUUFACTURER INSTRUCTIONS 2 PROVIDE WITH BAOIE1 CARO ton DOC INTEGR>.TION VRF -INDOOR UN IT SCHEDU LE MAMJFACTURER ESP TOTAL SENSIBLE IIEATl,._G TOTAL TAG SERVICE CFM OSA CAPACITY CAPACITY CAPACITY V0Ll /PHfJil FLA IACA MOP WEIGHT Fl.TEAS REM,\Hl".S 4 MODEL NO jlr~WG) jl.lBHI IMBH\ jMBH) tLBSI ® CARRIER,TOSHISA COHO SAP,f (S) 105 0' 2<0 179 11, 20!.'116D I 9 2 23 Ill 175 ffi 1 2,J.4 I 1,IMO·UP02• 1BHP ® @ Ct.RRIEF<,TOSHIBA COHO Sf\p.: (TS) 705 0 6 14 0 "' ,a, 206.'lffiO \.9 2 23 "0 175 @ \ 1. J,4 I 2 Ml,IJ,UP02418HP @ CARRIER-TOSHIBA COHO SAP-F JJ 705 0.6 140 17 9 ,e, '2081\160 1.9 2.23 150 175 @ I. 2, 3. l Ml.lD-UP0241BHP I PROVIDE WITH CONDENSATE PUt.lP OFF THE EOUJP,,iENT !N ACCOROANCE WITH CMC J10 0 2 PROVIDE: WITH TEMPERATURE SENSOR 5 PROVIDE WITH FIELD FABRICATED 1" F"ll. Tl:R RACK IN RA PLENU 1 WITH MERV 13 FILTER ,._IAX ClEAt, PRESSURE DROP O 2"I I AUTOM4TIC SHUT-DOWN OF" FC U~IIT IS BEING PROVIDED VIA AREA DETECTION J PROVIDE WITH WATERTIGHT DRAIN PAN OF CORROSION-RES/STANT MATERIAL WITH A WATER LEVEL DETECTION DEVICE INSTALLED BENEATH THE FAN COil TO CATCH THE OVERFLOW CONDENSATE DUE TOA CLOGGED PRlM.~R'i CONDENSATE ORA.IN AND TO SHUT l OUTSIDE AIR SMALL BE PROVIDED VIA DEDICATED SUPPLY FAN THAT S)-IALL BE OPERATING CONTINUOUSLY SEE "SUPPLY ,i OFF THE EOUtPMEtH IN ACCOAOANCE WITH CllC 310 0 EXHAUST FI\N SCHEOUlE" AND SHEET M2 2 ' PROVIDE WITH WATERT!GIH DRAIN PAN or CORROS!ON-RESISTANl MATERIAL WITH A WATER LEVEL OETECJ'!ON DEVICE INSTALLED BENEATH THE FAN COIL TO CATCH TH£ OVERFLOWCONOOISA.TE DUE TOA CLOGGED PRIMARY CONDENSATE DRAIN ANO TO SHUT VRF -FLOW SELECTOR UNIT SCHEDULE NUMBER TOTAL TAO MANUFACTURER TYPE VOLiJPH rHZ FLA t.\CA llOP WEIGHT REl.4AHl(S 4 MODEL NO oi: PORTS (LBS; -@l@s CARRIER-TOSHIBA • UULTJ 211811~0 07 15 Bl I \.\ RBM•YO(jlJFUl I POWERED FROM 1NOOOR UNIT WATER SOURCE HEAT PUMP SCHEDULE TOTAL SENSIIJLE-HEATING MAX FAN TOTAL \AG /,IAJIUFACTURER SERVICE Cf'.M OSA CAPACm' CAPACITY CAPA.CITY GPM EER COP VOL IJPHIHZ FLA MCA MOTOR WEIGHT REMAAKS A MODEL NO tl.lBHt (M8HI IMBH) FUSE FLA 1tBS1 wsHl> CUMATE/.!ASTER 250 18,(1 31' 4o0/Jl60 " 7.6 15 JI J60 ~ TE026 IVSHF' CLIMATEMASTER 250 110 314 ~ TE.026 460'3!60 6 7 16 1; J 1 J60 wsH1> CLIMAiEMASTER 110 110 JI< <60JJ!60 6 7 16 15 31 J60 'Q:w TE026 I ,vs;;;, CLll,IATEMASTER 2H-'" JI< -100:J,eo 67 76 15 " ,.~ 'tIF l[016 ~ CLIMATEMASTER 25 O II 0 J·, 46!)/)/60 e 7 7 0 15 l.1 360 s:uF tt.026 DUCTLESS SPLIT SYSTEM HEAT PUMP SCHEDULE TOTAl SENSIBt.E HEATING 1,\1'\X ,.,, IOTA!. 1AG l,IANUFACTVRER SERVICE CFM OSA CA.PACITY CAPACffY CA?ACITV SEfR HSPf VOLT IPHJH2 "CA MOT~ WEIGHT REMARKS & MODEL NO iMBHI IM6H) !MBHI FUSE flA (LBS1 &9 FUJITSU 0 ELECTRICl\1.l 'I POWERED SY OJTOOOR UNIT ll ,._SU\SRLf FVJITSLI 11 0 11.0 WA. 2110 l(iJ 2116116!) , 1 2r, 1Jl J t.OUlaHLXr\',\ ® fUJITSLI 0 EU:CTRIC~LL VP ~h'EREO BY 0 TDOORUWl 3!, AS1Jlc!RL.F w FUJIISIJ "' 1)0 N•.O. 200 10' 2-06'\160 6 l 1~ 135 .lOU18RL).t\\'l -~~ .w1~E1~ .. ~N1 1 _,_R1~.~-~ EQUIPMENT SEISMIC ANCHORAGE PROJECT, L3 Hams T I (2021 IBC / 2022 CBC I ASCE 7-16) LOCATION Carlsbad. CA Version 4.0 JOB NO 23-064 EQUIPMENT ANCHORAGE PER ASCE 7-16 13.3.1 a = p 2.5 Equipment Weight= R = p 6.0 Curb Weight= Oa= 1,0 Total Weight = Sos = 0.762 I = p 1.0 Top of Curb to COG = z= 12 ft (equip ht) Curb Height = h= 12 ft (roof ht) Total Ht to COG = Horizontal Component (LRFD) Fp,MIN = 0.3 (Sos) (Ip) (Wp) = FpxMAX = 1.6 (S0s) (Ip) (Wp) = 0.381 WP 650 lb 150 lb 800 lb (Wp) 42 in 12 in 54 in (HT) 0.381 Wp 0229 Wp 1.219 Wp Length (long side)(@ anchors)= Width (short side)(@ anchors) = # Anchors on long side (1 0 max) = # Anchors on short side (8 max) = (not counting corners at short sides) Total Anchor Points = Anchor Layout 84 GO 3& 11/8/2023 10.39 58 29.7 in 27 .6 In 2 (29.7 in oc) 0 (27.6 in oc) 4 -lLll ·% -72 -48 •24 -1 2 0 • 2~ 48 72 9 , 1?(1 Vertical Component (LRFD) -36 0.1524 WP -60 -84 Anchorage Calculations: Strength Level Forces: ASD Level Forces: 0.381 Wµ = 0.152 WP = Critical Angle = 304.8 lb 121 .9 lb 0 degrees F px • HT = 16459 lb-in 0.267 WP = 0.107 WP = Critical Angle = 213.4 lb 85.3 lb 0 degrees Fµ,*HT= 11521 lb-in MR= (0.9-Fp,) *WP * L, = 8254 lb-in (at critical angle) MR= (0,6-Fp,J *WP• L, = 5446 lb-in (at critical angle) MNEr= (Mor -MR) = 8206 lb-in (at critical angle) MNET= (M01-MR) 6075 lb-in (at critical angle) T= u V= u NOTES: 149 76 lb Tension/ Anchor (worst case anchor) lb Shear/ Anchor (all equal) (? kvt'-{ f>'-( 110) lb Tension / Anchor (worst case anchor) 53 lb Shear / Anchor (all equal) -:i;:r-JSfeL'r.S..O~) -Th is spreadsheet checks all angles (0 deg -90 deg) for each bolt arrangement. Forces given are for the worst-case angle -Angles are measured up from the horizontal line in the diagram above through the center of the unit (0 deg = right, 90 deg = up). -Attachment to concrete or masonry shall use Omega unless governed by a ductile shear or tensile failure. -If equ ipment is mounted on vibration isolators with the clearance from equipment to frame> 0.25 inch use 2Fp (double Sds) -Lx is the distance to the farthest anchor measured perpendicularly from the angled line of rotation. E:\Projects\23\23-064 L3 Harris TI\Ca lcs\2022 CBC -Mechanical Anchorage -CU DIMENSIONAL DRAWING OUTDOOR UNIT HEAT RECOVERY/SINGLE UNIT MMY-MAP0726FT6P-UL NOTES 1 If lhere Is an obslacle a1 the upper side of the ouldoor urnt, set the Iop end of lhe ouldoor urnl 76 7 in (2000 mm) span from the obslacle Limit lhe height of the obstacle surrounding lhe outdoor unit to 31.5 in (800 mm) or loss from the bollom end al the outdoor unit Draw oul lhe pipe procured locally 10 the front al the ouldoor unit honzonlally,and keep 19.7 ,n (500 mm) or more between lhe ouldoor unil and traversing pipe ii placing pipe transversely 4, O1mensIons ere in inches (mm) . No Pans name Remarl<s L"1u1d n101t conn&cl,on port 112· 127 o,schorae aas oioo connoct1on Dort J/<1"(19 11 Suc11on (Hl5 I'll e COIUlt!CIIOn uort 7/8"{22.21 Balance Drott connacllon oor1 318"19.5) Knockout hole (Of onwer w,onn 1 o.o· 22 2 6 KnockOUI note IOI p()WCf wmnq 2 1 r/<13 7 Knoc.koul holo 101 oowo1 w,rina 2 1.9"1481 Knockoul hale lo, con1,ol w1rtnu 1.1"(27l Snuare holo IOf lroi hi hondlmal 4-2 4"•7 9"14-60 .. 2001 Sauare hole (for hanQinQ) 4•1 6"c2 2" 4-4Oc55 "' ,., 27. • 700 (Anchor boll hate pitch) a ~ 19.7"(500) b > 23.6"(600) C > 70.1"(1780) d > 39.8"(1010) e > 0.4"(10) g > 39.•"(1000) < 31.5"(800) ("1 )Culling pos1tlon of L-shape pipe Holos for p1p1nglwmng ·_fillSEMAN ROHY SEISMIC Fp LATERAL FORCE _ S T_R U C TU RA l E N G I N E E R S (2018 IBC / 20 19 CBC/ ASCE 7-16) Version 1.00 SEISMIC DESIGN FORCE (Fp) PER ASCE 7-16 ap = 2.5 Rp = 3.0 Sds = 0.762 Ip= 1.0 z = 14.00 (height to attachment) h = 28.00 (height of roof) z/h = 0.50 Horizontal Force Fpx = 0.4(ap)(Sds){Wp)[l+2(z/h)] / (Rp/lp) = Fpx MIN= 0.3(Sds)(lp)(Wp) = Fpx MAX = 1.6(Sds)(lp)(Wp) = Fpx= Vertical Force Fpy= (+/·) 0.2(Sds)(Wp) = Fpy= 0.508 Wp 0.229 Wp 1.219 Wp 0.508 Wp 0.363 Wp 0.1 52 Wp 0.109 Wp PROJECT: LOCATION: JOB NO: (STRENGTH) (SERVICE) (STRENGTH) (SERVICE) L3 Harris WSHP 20-029.01 ID ISEMAN ROHY SUSPENDED EQUIPMENT SEISMIC ANCHORAGE RUCTURAL EI\JGINEERS (2021 IBC / 2022 CBC/ ASCE 7-16/ACI 318-19) Version 1.00 Check the support of equipment suspended from the soffit of concrete over metal deck. In ut Data Equipment Data Seismic Data Sd, Oo Fph = F "' Support Data fc' n, N, u. 7<>.1 1.00 ll.508 WP 0.152 w. JO 0 w:i-dud 0 45 636 Output Data Hanger Rod Design T,cd = (W,,+F,,)/N1 Tallow= Unistrut Bending Design Pbo,rr = (W p+F,,)/2 P.,.,0 =-(W"+F,,)/{N3-1) Equipment Name or ID Spectral Acceleration for Short Period per Eqn. 11.4-3 Overstrength Factor per ASCE 7-10 Table ls) 13.5-1 or 13.6-1 Horizontal Seismic Design Force per Section 13.3.1 Vertical Seismic Deisgn Force Per Section 13.3.1 Concrete Compressive Strength, psi Deck Type Number of Hanger Rods Number of Anchors per Rod Number of Braces in each orthogonal direction Number of anchors per Seismic Brace Brace Plan Angle, Degrees Brace Elevation Angle, Degrees Number of Unistrut Support Beams Threaded Rod Diameter 1-1;111 1<11. P 01, .. t10, ) .._, o-. ~~en U nistru\ PSOOO Beam Capacity 103.716 lb 2110 lb 207.432 lb NA lb PROJECT L3 Harns T I LOCATION: WSHP JOB NO: 23-064 11/8/2023 11:05:25 KEY PLAN (ASD) (Per Unitstrut Cata log) (ASD, N,:2) (ASO, N,>2) P,llow= B 636 lb (Per Unistrut Bm Design Sprdsht) Seismic Brace Design Tb,m = {(O. 7•F,,h)/(N2 •cos1e,)•cos(B2ll)+IFevll2.N7-Sin(8,)) Anchor Design At Hanger Rod Tbohl = Oo((l.2Wp+Fp,)/(N,*ni)) q,0 T,. = 0.75cj)pNp,dock,c< Anchor Design at Seismic Brace T0011, = 0 0((F,h •tan(02))/(N1•n/cos(01))) Check Bolt Interaction at Brace Anchor + E:\Projects\23\23-064 L3 Harris TI\Calcs\Hanging Equipment Design 110 lb (ASD) 1050 lb (Per Unitstrut Catalog for SPF 400) 121.716 lb (LRFD -per ACI 318-14 §17.2.3) 712 lb !Per ICC ESR 1917) 91 lb (LRFD -per /\Cl 318-14 §17.2.3) 712 lb (Per ICC ESR 1917) 23 lb (LRFD -per ACI 318-14 §17.2.3) 704 lb (Per ICC ESR 1917) 0.16 <1.2 (Per ACI 318-14 917.6) Tested To ASHRAE/AHRl/1S0 13256-1 English (1-P) Units . I Water Loop Heat Pump I Cooling 86°F Heating 68°F Model I i . I Capacity I EER Capacity COP Btuh Btuh/W Btuh TE026 Part 19,200 19.8 23,600 TE026 Full 25,000 17.4 31 ,400 I TE038 Part 27,400 I 20.1 32,600 TE038 Full 37,700 17.9 45,700 TE049 Part 36,300 18.8 42,200 ' TE049 Full 48,600 16.8 56,700 TE064 Part 46,300 18.7 54,700 I I TE064 Full 61,500 16.2 77.400 ! TE072 Part 53,000 16.8 64,600 TE072 Full 68,300 15.1 85,300 I Cooling capacities based upon B0.6°F DB. 66.2•F WB entering air temperature Heating capacities based upon 68"F DB. 59°F WB entering air tenipernturc Ground Loop Heat Pump ratings based on 15% antifreeze solution All ratings based upor operation at lower voltage of dual voltage rated models Unit Size A B C 7.0 6.0 6.5 5.8 6.1 5.1 6.0 5.4 5.2 4.8 Vertical Upflow Model I Width I Depth I Height I 026 in 22.4 --1 038 in 25.4 ---049 in 25.4 064 & 072 in I 25.4 I A Horizontal Model Width 26 In 22.4 038 in 25.4 ·---- 049 in 25.4 -064 & 072 in 25.4 Note: Choose either back or straight discharge Legend: CCP ::: CC",ntrol/Compressor Access Panel BSP = Blower Serv,ce Panel I I ' 25.6 48.5 -,----- 30.6 I 50.5 30.6 54.5 ' 30.6 I 58.5 B I C Length Height 62.2 19.3 ----·-71.2 21 .3 .. - 76.2 21 .3 -- 81.2 21 .3 Left Return ASP= Add11tonal Service Panel (optional access) LC1028 Rev.: 01/24/23 Ground Water Heat Pump Ground Loop Heat Pump Cooling 59°F Capacity Btuh 22,000 28,500 30,700 42 .100 41,800 55,000 53,100 71,500 60,800 77.700 I EER I Btuh/W I CCP 34 .1 I 26.4 34.4 ' 26.1 32.9 25.3 I 32.4 24.4 28.6 22.5 Electncal :onnect+ons O· Front-View Heating 50°F Full Cool 77'F Part I Full Heat 32°F Part Cool 68°F Heat41°F Capacity COP Btuh 19.000 25,800 27,300 37,900 34,800 46,800 44,000 63.200 53,200 71,400 5.8 5.3 5.5 I 5.2 I 5.0 4.6 5.0 4.8 I 4.5 4.4 Field lnstnl\ed 01schDrge Flangt! BSP Capacity Btuh 20,800 26,000 29,700 39,000 39,100 49,600 51 ,200 66,200 58.100 71,700 ASP Isometric (Left Return) Viow A.•• CERTIFIED" C ••--ll11t••clu,-.,, --------¥t.i n Sa.ff.I I• ~;AWW'5012JG I EER I Capacity I COP Btuh/W Btuh I 28.0 16,800 I 5.0 19.9 20,200 4.1 I 29.6 I 23,800 4.8 20.3 I 29,700 4.4 27.4 29,800 4.4 19.3 36,400 4.0 26.7 38,100 4.4 18.8 48,700 3.9 23.2 46,000 3.9 16.9 I 55,800 3.7 Op11onal Hot Water Generalor Connec11ons Nole: Choose either back or straight discharge -=-CLIMATEMAsTER 7300 S.W. 44th Street Oklahoma City. OK 73179 Phone: 405-7 45-6000 climatemaster.com C1,m.1tcM.1stcr wOfl•s conhm.atly 10 1mp1ovc 115 pmtl,1ct!.. A1 ,1 result the dcsagn .ind \pccrhc.11.Jon!, ol each PfodllCI .:it the time or o•dc, in.i., be chi1111Jl'd wrlhout no\1cc and nioy 1101 bc lHt dc.sc11bcd here,,, Pltm!.C CClnlJCI CitmatcMililt'1's c.,stomcr Scn,,cc Ocp,1fin1c111 ;,t 1•405-7.1.5-bOOO 101 s1H.•uhc 111l11tm.111on .:>n lilt: cu11~111 :J.::mgn .1nd !::pcc1hc.1don, S1.,um1cnl!. ana olhc1 1nforn1,11ion con1a1ncd her1?n1 -''e not c,rpres'!i w,111.1nhcs anrl do no\ fonn me b:isrs '1f :uw l>.11g.i1n bc:twccn 1t1ci 1,:irwi. but au.• mcrt.-,yCumat1.~•asl(;r !i. opin,un ~ ~~•-~~}:~1:1~1.~ ~!. it:. p,•.c~~~= .~~-111!:s~~~~!.100 ol tll1:; documen! 15 av,:ulJhle al dimalC!mastC!r.ccm Hazardous Materials Questionnaire County of San Diego, Department of Enviro nmental Health and Quality PO Box 129261, San Diego, CA 92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Name Business Contact L3Harris Technologies, Inc. Stephen J Baker Project Address City State 2548 CAMPBELL PL CARLSBAD CA Applicant Applicant E-Mail Stephen J Baker . sbaker@waremalcomb.com Record ID #: Not in System Plan Check#: DEH2024-HHMBP-014098 Telephone# Plan File# (628) 242-1983 Zip Code APN# 92009-1700 213-261-17-00 Applicant Telephone # (628) 242-1983 The following questions represent the facility's activities, NOT the specific project description. PART 1· EIRE DEPARTMENT· HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: B, A3 Facility's Square Footage (including proposed project): 17255 □ Explosive or Blasting Agents □ Organic Peroxides □ Water Reactives □ Corrosives □ Compressed Gases □ Oxidizers □ Cryogenics □ Other Health Hazards □ Flammable/Combustible Liquids □ Flammable Solids □ □ Pyrophorics Unstable Reactives □ Highly Toxic or Toxic Materials □ None of These □ Radioactives PART II: SAN PIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION IHMP): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92 123, or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 5/31 /2024 YES 1. I!) 2. □ 3. □ 4. □ 5. □ 6. □ 7. □ 8. □ NO □ I!) I!) □ I!) I!) I!) I!) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Tille 22, Article 1 O)? w ,11 your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act}. □ □ □ CalARP Exempt CalARP Required CalARP Complete Review Date: PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT IAPCP}· If the answer to Question #1 is 'Yes' and the answer to Question #2 ls 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. if any answer to Questions #3, #4, or #5 Is 'Yes·, the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more in1ormation. 1. 2. 3. 4. YES NO □ I!) □ □ □ □ □ Ii!] Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? Will lhe project involve the removal of any load supporting structural member? 5. □ Ii!] Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf 6. □ □ (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.ode.ca.govlrelsdl for public and private schools or contact the appropriate school district. Briefly describe business activities: business Briefly describe proposed project: 10500 tenant improvement I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. li!I ; Fees Acknowledged: li!I Stephen Baker 2/812024 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: _________ _ EXEMPT OR NO FURTHER INFORMATION RELEASED FOR BUILDING PERMIT BUT NOT FOR RELEASED FOR OCCUPANCY REQUIRED OCCUPANCY COUNTY-HMO" APCD COUNTY-HMO APCO COUNTY-HMO APCO ~Q ;#.:0~~ £VIC\NEO 0 M. Martinez &IGNATIJRI: 3/7/2024 0A; ""'•n ·A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHO_HMD_HMBP _Questionnaire v 2.0 (8/2021) Printed on: 3nt2024@ 2:10 PM ~ City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov This checklist is intended to help bullding permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (8·50) and summary (B-55) must be included with the building pennit application . The Carlsbad Municipal Code (CMC) can be referenced during completion of this document. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The B-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. -------------------------------------- Project Name/Building Permit No.: L3Harris Tl BPNo.: Date: 11 /09/2Wj PropertyAddress.lAPN: 2548 Campbell Place, Carlsbad, CA 92009/ APN: 2132611700 Applicant Name/Co.: L3Harris AppllcantAddress: 2548 Campbell Place, Carlsbad, CA 92009 Contact Phone: + 1 801 696 7333 Contact Email: michael.g.johnson@L3Harris.com Contact information of person completing this checklist (if different than above): Name: Stephen J Baker ContactPhone: 858.500.4618 Company name/address: Ware Malcomb/3911 Sorrento Valley BljContact Email: sbaker@waremalcomb.com B-50 Page 1 of 7 Revised 12122 Use the table below to detennine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either the actual contract price for the work to be pennitted or shall be determined with the use of lhe current "ICC Building Valuation Data· as published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC). Building Permit Valuation (BPV) $ breakdown __________ _ D D New construction 2A*, 3A•, 4A* D Additions and alterations: D BPV < $60,000 NIA D BPV i!: $60,000 1A,4A D Electrical service panel upgrade only D BPV i!: $200,000 1A, 4A• 28* BPV 2'. $1,000,000 D AHerations: BPV i!: $200,000 or additions i!: 18, 5 1,000 square feet D BPV i!: $1 ,000,000 1B, 28 , 5 i!: 2,000 sq. ft. new roof addition 2B,5 Instructions: •tnciudes 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 o SE!d "Multi-family dwellings only where .i!:$1,000,000 BPV AND affecting i!: 75% existing floor area Building alterations of i!: 75% existing gross floor area 1 B also applies if BPV ~ $200,000 1. Choose first between residential or non-residential based on the type of project being submitted. 2. Next chose between new construction or addition/alteration for residential or non-residential. 3. The columns to the right of your selection will determine which sections of the CAf' program are applicable to your project. 4. Appropriate details must be Included on the plans for selections made. EXAMPLE: Scope of work includes a new, 2 story, single family residential structure. The selections would be: Residential and New construction in the table above. For a 2-slory structure, CAf' sections 2A, 3A and 4A would be applicable. (Solar PV, water heating, EV charging) The * indicates that new detached ADU's are included. EXAMPLE: Scope of work includes a tenant improvement (i.e., alterations) valued at over one million doffars. The selections would be: Non-residential and Alteration BPV;? $1 ,000,000. CAP sections 1B, 2B and 5 would be applicable to this project. (Energy efficiency, Solar PVand Transportation Demand Management (TOM)*) It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects lhal 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. Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A. □ Residential addition or alteration i? $60,000 building permit valuation. Details of selection chosen below must be placed on the plans referencing CMC 18.30.060. D N/A ________ _ D Exception: Home energy score ~7 (attach certification) Year Built Single-family Requirements Multi.family Requirements D Befa'e1978 Select one option: □ Duct sealin □ Attic insulation □ Cool roof D Atticinsulation D 1978 and later Select one option: D Li htin cka □ Water heatin D Between1978-1991 Select one option: □ Duct sealin □ Attic insulation □ Cool roof D 1992 and later Select one option: □ Li htin cka □ Water-heatin B. Rf New Nonresidential construction (Including additions over 1,000sf), new hotel/motel construction AND alterations ~ $200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix AS. At least one measure from each applicable building component required. D N/A -------- AS.203.1.1 Choose one: □ Outdoor lighting □ Restaurant service water heating (Section 140.5 of the CEC) □ Warehouse dock seal doors □ Daylight design PAFs □ Exhaust air heat recovery AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) 1!!1 .90 Energy budget (Projects with indoor lighting AND mechanical) AS.211.1 ** D On-site renewable energy: AS.211.3** D Green power: (If offered by local utility provider, 50% minimum renewable sources) AS.212.1 D Elevators and escalators:(Project with more than one elevator or two escalators) A5.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen) * High-rise residential buildings are 4 or more stories. ll N/A ---------- □ N/A ________ _ 2\ N/A & N/A jlJ N/A ~ N/A ______ _ '** For alterations~ $1,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply with Section 18.030.040 of the CMC (section 28 below) instead. 4 A. □ Residential new construction. Refer to Section 150.1 (c)14 of the CEC for slngle.-family requirements and Section 170.2(d) of the CEC for mufti-family requirements. If project includes Installation of an electric heat pump water heater pursuant to CAP section 3 below (resldentJal water heating), increase system size by .3kWdc if PV offset optJon Is selected. - Floor Plan ID (use additional CFA Ol'SARA #d.u. Calculated kWdc* Exception sheets if necessary) □ 0 □ D Total System Size: kWdc kWdc = (CFAx.572) / 1,000 + {1.15 x #d.u.) *Formula calculalion where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. B. 0 Nonresidential, hoteL'motel and multifamily additions, alterations and repairs of these proJects ii!'.$1,000,000 BPV AND affecting ii!:75o/, existing floor area, OR addition that Increases roof area by ~000 square feet. Please refer to Section 18.30.040 and 18.30.070 of the CMC when completing this section. Choose one of the following methods: {Gross floor area or Time-Dependent Valuation method} □ Gross Floor Area (GFA)Method GFA: 0 If< 10,000s.f. Enter: 5 kWdc Min.System Size: 0 If.!: 10,000s.f. calculate; 15 kWdc x (GFA/10,000)- kWd ... Round buildlng size fact.or to nearest tenth, and round system size to nearest whole number. 0 Time• Dependent Valuation Method C. 0 AnnualTDVEnergyuse:--• ________ x .80= Min. system size: _____ k.Wdc **"Attach calcutatton documentation using modeling software approved by the California Energy Commission. •A11 newly constructed non residential, hotel/motel and hlghrise multifamily bulldlngs that are required byCEC section 140.10(a) to have a PY system shall also have a battery storage system meeting CEC section 140.10(b). Non residential, hoteVmotel and multifamily addi.tions, alterations or repairs that trigger solar due to the Carlsbad CHmate Action Plan will NOT require battery storage. Battery storage is required when triggered by CEC section 140.10(a) and/or 170.2(g). - A. Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1(c)8 or 170.2(d) of the CEC when completing this section. Provide complete details on the plans. Residential new construction and alterations: D Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving lndlvldual units, choose one system: D Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher. D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Gas or propane system with a solar water hearing system and recirculation system. For systems serving multiple units, choose one system: D Heat pump water heating system with recirculation loop tank and electric backup. D Solar water heating system that is either: D .20 solar savings fraction D .1 5 solar savings fraction, plus drain water heat recover OR: D System meets perfonnance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from on-site solar or recovered energy. □ Exception: ____________________________________ _ B. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020 and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details on the plans. 1. Non-residential: D Required: Water heating system derives at least 40% of its energy from one of the following: D Solar-thermal D Photovoltaics D Required: High-capacity service water heating system 2. Water heating system Is (choose one): 0 Heat pump water heater D Electric resistance wafer heater(s) D Solar water heating system with .40 solar savings fraction 3. Hotel/motel: D Recovered energy D Required: High-capacity service water heating system (meeting Section 170.2( d) of the CEC) D Required: Located in garage or condttioned space Exception: 6 .... .. EleieCrtc A D Res ldentlal • New construction and major a Iterations.* This seciton also applies to hoteUmotel projects. Refer to Section 18.21.030 of the CMC and Section 4.106.4 of tne GBSC when completing this section. Choose one: D One and two-family residential dwelling alterations with no electrical panel upgrade (No EV space required) D ADU (no EV space required when no additional parking facilities are added) D One and two-family residential dwellings with attached garage and electrical panel upgrade □ One EV Ready parking space required □ Exception: __________ __ □ New and majOI' alterations to multi-family and hoteVmotel projects: □ Exception:----------------- Total Parking Spaces Proposed EV Ca ble 10% of total EV char rs 5% ofTotal "Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, alterations have a building permit valuation~$60,000 or indude an electrical service panel upgrade. (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~$200,000, interiorfrnishesare removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. D Non-Resldentlal -New construction □ Exception: ____________ _ Please refer to Section 18.21.040 of the CMC when completing this section Total Parking Spaces Proposed EV Capable I EVCS (Installed with EVSE) I EV Ready (optional) I EV Space (optional) I I I Calcutation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Capable Sp~es Number of required EVCS Onstalled with EVSE) □ 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 □ 76-100 17 5 0 101-150 25 6 □ 151-200 35 9 a 201 andover 20 percent of total 25 percent of Required EV Spaces Calculations: Total EV Capablespaces =.20xTotal parking spaces proposed (roundeduptonearest whole number) EVSE Installed= Total EVSE Spacesx .25 (rounded up to nearest whole number) EVSE other may be "EV Ready" or "EV Space" 7 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 determine whether your permit requires a TDM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: EmpADTfor EmpADTI Use first 1,000 s.f. 1000 s.f.1 Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1(l"Edition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG 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 spec/al consideration Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit r • TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature:----.,,..~------- Name: Michael G Date: 11/09/2023 Phone No.: + 1 801 696 7333 8 ~ Cicyof Carlsbad CLIMATE ACTION PLAN (CAP) COMPLIANCE CAP Building Plan Template B-55 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www .carlsbadca.gov The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. The followln1 certificate shaU be inclyded on the plans for all buildin1 permits that are requjred to compjy with the CAP measures; 1. ENERGY EFFICIENCY APPLICABLE: Oves No Complies with CMC 18.30.060 or 18.21.0S0 Oves ON/A Exi.stingStructure, yearbullt; ____ _ Prepared Energy Audit? Des O No Energy Score: _____ _ Efficiency Measures included in scope; 2. PHOTOVOLTAJCSYSTEMAPPUCABLE: □YES NO Complies with CMC section 18.30.040 and 2022 California Energy Code section 150.l(c)14 D Yes DIA Size of PV system (kWdc); Sizing PV by load calculations O Yes D No If by Load Calculations: Total calculated electrical load: 80% of load: Exception Requested Exception Approved BYes~ Yes ONo 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: □ YES i.JNO 4. 5. Complies with CMC sections 18.30.020 18.20.030 and/or 18.30.050? Alternative Source: OYes ON/A o Electric o Passive Solar Exception Requested Exception Approved Oves 0No □Yes □ No ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: DYES li)NO Complies with CMC section 18.21.030? Panel Upgrade? Total EV Parking Spaces: o. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved OYes ON/A D Yes ONo Required Provided -r:]ves QNo □Yes □No TRAFFIC DEMAND MANAGEMENT APPLICABLE: □ YES 0 NO Compliant? TDM Report on file with city?