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HomeMy WebLinkAbout2710 LOKER AVE W; 100; CBC2022-0157; PermitBuilding Permit Finaled (city of Carlsbad Commercial Permit Print Date: 02/23/2024 Job Address: 2710 LOKER AVE W, # 100, CARLSBAD, CA 92010-6609 Permit Type: BLDG-Commercial Work Class: Parcel#: 2090813100 Track #: Valuation: $0.00 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: . Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: VERIZON: MODIFICATIONS TO EXISTING CELL SITE Applicant: STEVEN VANDENBERG 2851 CAMINO DEL RIOS, # 200 SAN DIEGO, CA 92108-3840 (858) 349-9184 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) ELEC: OTHER COMPLEX ELECTRICAL FIRE Special Equipment (Ovens, Dust, Battery) SB1473 -GREEN BU ILDING STATE STANDARDS FEE Tenant Improvement Permit No: CBC2022-0157 Status: Closed • Finaled Applied: 05/12/2022 Issued: 07/18/2022 Finaled Close Out: 02/23/2024 Final Inspection: 01/26/2024 INSPECTOR: Kersch, Tim Contractor: TECHSICO INC 910 S HUDSON AVE TULSA, OK 74112-2945 {918) 585-2347 AMOUNT $267.80 $194.00 $98.00 $412.00 $458.00 $1.00 Total Fees: $1,430.80 Total Payments To Date: $1,430.80 Balance Due: $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 B-2 Plan Check Est. Value PC Deposit C[¾10Z-DIS7- Date ~B;}N. ' l Job Address 2710 Loker Ave. West, Carlsbad, CA 9201 O Suite: APN: 209-081-31 -----· Tenant Name#: Verizon Lot#: Year Built: -------------------------------- Year Built: 2002 Occupancy:._B __ _ Construction Type: V-N Fire sprinklers:(:)YESONO A/C:OYES()NO BRIEF DESCRIPTION OF WORK: CUP renewal, remove and replace (6) existing antennas, install (6) new RRUs, install (3) new Raycaps, remove (2) existing equipment cabinets, install (1) new equipment cabinet. 0 Addition/New: ____________ New SF and Use, __________ New SF and Use _______ SF Deck, _______ SF Patio Cover, SF Other {Specify) ___ _ ~Tenant Improvement: _____ SF, 200 SF (equipment) SF, Existing Use: _______ Proposed Use: ______ _ Existing Use: Wireless facility Proposed Use: Wifeless facility D Other: _________________________________ _ PRIMARY APPLICANT PROPERTY OWNER Name: Verizon Name: Franz Atrium L.P. ·--------------------Address: 15505 Sand Canyon Ave. Address: 6183 Paseo Del Norte, Suite 280 City: Irvine State: CA Zip: 92618 City: Carlsbad State: CA Zlp:._9_20_0_9 __ _ Phone: _________ __, ___ ...,... ___ Phone: ___________________ _ Email: n+ eVf/1, Va,-.._dft'\bed:,e Email: _______________ _ ~ +aec, :r;nc__ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: Joel Hartman Business Name: ,(,GY\<;,.,( 0 Address: 2667 Camino Del Rio S., #205 Address: \Q2Q L~ \[\~ 0-r . ~ City: San Diego State: CA Zip:_92_1_08___ City: )Al\ {t{)..g.(h State: (A: Zip: OJJili Phone: (858) 349-9184 Phone: (oLO\ -}] zo-D~ '-t ~ Email:Joel.hartman@taec.net Email: em I I~ ,(,ie./Vl e~'5tCO. CD":::\ Architect State License: S6822 CSLB License#: \o-=::,-z.ol lo Class: ~, C. lD , fr Carlsbad Business License# (Required):~Q50C(ir=tt -17-W'\ APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the informationontheplans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Steven Vandenberg 5teven gf~§£:' 05/06/2022 SIGN: Vaodeoberg :Ormrn .. ww DATE:------- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuHdlng@carlsbadca.gov REV. 10/21 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 LITTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenaltyofperjurythatlaml/censedunderprovisionsofChapter9(commenc/ngwlthSectlon7000)ofDivislon3 of the Business and Professions Code, and my license is in full f orce and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PoilcyNo. ________________________________________ _ ~ and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for whieh this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: ~AA~:j ~ 'Jn~ ~{¥,A'f Policy No. &:to\ fl ~I'-{. t\t L Expiration Date: __ ... ~c......o.l.f_bJ..J~"""-'lc+-~--"--~=------ -OR- D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of california. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name: ______________________ lender'sAddress: _____________________ _ CONTRACTOR CERTIFICATION: TM applicant certifi,s that all documenu and plan, clearly and accurattly sha1Vall existing and proposed buildings, structures, access roods, and utilities/utility ,osemenu. All proposed modi/katlons ond/ar additions a,e cltarly labeled an th• site plan. Any patent/ally txistina detaH IVilhln these plans incan>httnt with tht site pion or, not opprawd/or a,nstrudlan and may b• ,,quired to be olttred or removed. 111t city's approval of the application Is bostd on the prtmise that tht submitted documents and plans sho1V the correct dimensions of; th• proptrty, building$, structures and their sot bocks f rom propt rty lints and from an, onolh,r; access rood,/eaStments, ond utillties. The existing and propas,d use of eoch building as stottd Is tru, ond cofftct; all eosemtnts ond othtr tncumbrances to dtvelopment havt been occurottly shown and lobeltd os 1Vel/ os oll on-sltt grodlna/slle prtparotion. All lmprovemenu ,xiJling on the property 1Vtre completed In accordonct with all regulations In ,x/Jttnct ot the time of thtlr construction, unless othtrwls• noted. NAME (PRINT): SIGNATURE: ~:;:::::::,=z DATE: ..:..=...:.;;..u,:~.._:::,.,1-J,,.---- g en t for the contractor provide a letter of authorization on contractor letterhead. ------------------- (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the f ollowing reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- D I am exempt under Business and Professions Code Oivision 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if It has not been constructed in its entirety by licensed contractors./ understand thatacopyof the applicable faw, Section 7044 of the Business and Professions Code, Is available uponrequestwhen this application Is submitted orat the following Web site: http://www.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: 111• applicant ctrt/fles that all documents and plans clearly and occurattly showo/1 txlsting and propastd build/nas, structures, access roods, ond utHitlts/utllity ,as1menu. AU propastd modifications ond/orodditions ore dearly labeled on lhtsite plan. Any pat,ntiolly txisting dttoil 1Vlthin th•s• plans ina,nsistent IVith the site pion ore not approved/or construction ond moy bt required to bt alttred or r,moved. The city's approval of the appl/cot/an Is bastd on th• prtm/se that th• submitted documents ond plans show the corrtct di~nsions of; tht property, bulldlnr,$, structures and their sttbocksftom property lints ond from ont another; access roads/eosem,nts, and ur;tn~s. 111• txlstlng ond propostd use of ,och building os stated Is trut and correct; all eostmtnU ond othtr tncumbronces to devtlapment hovt betn occurot,ly shown and lobtled os well os all on-site grading/site prtparotlon. AR Improvements ••/sting on the property wtrt campltted In occordonct with o/1 regulations In ,xisttnct ot the time of thtlrconstrudion, unless otherwise noted. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above ls an authorized agent for the property owner Include form B-62 signed by property owner. 163S Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Bullding@cartsbadca.gov 2 REV. 10/21 Building Permit Inspection History Finaled (City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0157) Permit Type: BLDG-Commercial Application Date: 05/12/2022 Owner: Work Class: Tenant Improvement Issue Date: 07/18/2022 Subdivision: PARCEL MAP NO 18720 Status: Closed -Finaled Expiration Date: 01/17/2023 Address: 2710 LOKER AVE W, # 100 IVR Number: 40608 CARLSBAD, CA 92010-6609 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date 01/26/2024 01/26/2024 BLDG-Final Inspection 237804-2024 Friday, February 23, 2024 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS BLDG-SW-Inspection 238049-2024 Status Passed Tim Kersch Passed Tim Kersch Passed Yes Yes Yes Yes Yes Complete Complete Page 1 of 3 I Permit Type: Work Class: Status: Scheduled Date PERMIT INSPECTION HISTORY for (CBC2022-0157) BLDG-Commercial Application Date: 05/12/2022 Owner: Tenant Improvement Issue Date: Closed -Finaled Expiration Date: IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item Are inaclives slopes properly stabilized? Are areas flatter than 3: 1 covered or protected? Are sediment controls properly maintained? Are erosion control BMPs functioning properly? Are natural areas protected from erosion? Do basins appear to be maintained as required? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Are storm drain inlets protected and maintained? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are stockpiles and spoils protected from runoff? Are all storage areas clean and maintained? Are spill kits provided onsite? Are washout areas maintained and protected? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Is the SWPPP wall map up to date and accurate? Was the SWPPP or Erosion Control Plan reviewed? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Are BMPs stockpiled for emergency deployment? COMMENTS 07/18/2022 Subdivision: PARCEL MAP NO 18720 01/17/2023 Address: 2710 LOKER AVE W, # 100 40608 CARLSBAD, CA 92010-6609 Inspection Primary Inspector Relnspection Inspection Status Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Friday, February 23, 2024 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBC2022-0157) Permit Type: BLDG-Commercial Application Date: 05/12/2022 Owner: Work Class: Tenant Improvement Issue Date: 07/18/2022 Subdivision: PARCEL MAP NO 18720 Status: Closed -Finaled Expiration Date: 01/17/2023 Address: 2710 LOKER AVE W, # 100 IVR Number: 40608 CARLSBAD, CA 92010-6609 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Friday, February 23, 2024 Page 3 of 3 DATE: 05/28/2022 JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBC2022-0157 • 1W INTERWEST A SAF'Ebutll COMPANY SET:I PROJECT ADDRESS: 2710 Loker Avenue West PROJECT NAME: Verizon Com Modification □ APPLICANT □ JURIS. ... ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The check list transmitted herewith is for the applicant's information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to the jurisdiction at: ~ lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person 0 REMARKS: By: Jessica L. Tuazon, P.E. lnterwest Received on: 05/1712022 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Business Name Verizon Project Address Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261 , San Diego, CA 92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Contact Wilson Rodriguez 2710 LOKER AVE City CARLSBAD State CA Applicant Applicant E-Mail steven.vandenberg@taec.net Record ID #: DEH2017-HUPFP-003372 Plan Check#: DEH2022-HHMBP-011774 Balance Due: $73.00 Telephone# Zip Code 92010-6644 Applicant Telephone # Plan File# APN# 209-081-31-00 Steven Vandenberg The following questions represent the facility's activities, NOT the specific project description. PART I· FIRE 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: S-2, U Organic Peroxides Facility's Square Footage (including proposed project): 200 D Water Reactives l!l Corrosives D Explosive or Blasting Agents Compressed Gases Flammable/Combustible Liquids Flammable Solids D D Oxidizers Pyrophorics Unstable Reactives D Cryogenics D Other Health Hazards D D D Highly Tox-ic or Toxic Materials D None ofThese D Radioactives PART U· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMDl~f 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 92123, or by phone at(858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 9/15/2022 1. 2. 3. 4. 5. 6. 7. 8. YES NO llll D l!l D D D D D D l!l D D l!l l!l l!l 00 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 (Title 22, Article 10)? Will 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). D D D CalARP Exempt CalARP Required CalARP Complete Review Date: PART UI: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDI: If the answer to Question #1 is 'Yes' and the answer to Question #2 is '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 information. 1. 2. 3. 4. 5. 6. YES NO D l!l D D D D D 1B D D 1B D 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 the project involve the removal of any load supporting structural member? 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 (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.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: Existing wireless communications facility. Remove (6) existing antennas, Install (6) new antennas, install (6) new RRUs, install (3) new Raycaps, remove (2) existing equipment cabinets, Install (1) new I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. 00: Fees Acknowledged: 00 Steve Vandenberg 6/1/2022 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 APCD COUNTY-HMO APCD i,>.,°''C{Oi-S;\;yb o'v . ~0. u RE.VIE'WED O M. Martinez SIGNATURE 6/21/2022 OATE ""·10 •A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHQ_HMO_HMBP _Questionnaire v 2.0 (8/2021) Printed on: 6/21/2022@ 12:59 PM Headquarters 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel (801) 463-1020 www.taec.net Structural Analysis For Verizon Wireless McClellan --- Rooftop Communications Site Equipment Upgrades ------- CBC2022-0157 2710 LOKER AVE W -- ------- #100 VERIZON: MODIFICATIONS TO EXISTING CELL SITE 20908131 00 5/12/2022 CBC2022-0157 Headquarters EXECUTIVE SUMMARY The purpose of this report is to provide a structural analysis for the addition of new antennas and ancillary equipment at an existing rooftop communications site. This report was commissioned by Verizon. The site is located at 2710 Loker Avenue West, Carlsbad, CA 92010. Applicable codes: • 2019 California 1foilding €ode • TIA/EIA-222-H = • ASCE/SEl7-16 - Design Criteria: • Risk Category. -~=-• Seismic Design.r-C~ry:D • Ss: 0.946g; S1: 0.3~ ---- • Design Wind SJ>eed§ MPH (3-Sec Gust), Exposure C Equipment Loading: The existing and proposed.antenna and equipment loading has been obtained from th~erizon RFDS Project ID 16243903, dcrre'd--Sj-2472021. The existing structural data and site geometry wafubtained from Verizon Construction Drawings by RLS dated 7/5/2016. It is assumed that the existing loading and site geometry are consistent with these documents. The equipment loading considered for this analysis is shown in the following table. Sector Existing Proposed (2) Andrew SBNHH-1D65A Antenna (1) Commscope NHHSS-65A-R28 Antenna (1) Ericsson 4449 RRU (1) Commscope NHHS4-65A-R3B Antenna (1) Ericsson RRUS32 B2 (1) Ericsson 4449 RRU Alpha (1) Ericsson RRUS32 B66A (1) Ericsson RRUS32 B2 (70°) (1) Raycap OVP (1) Ericsson RRUS32 B66A -(1) Ericsson 4408 848 RRU (1) Ericsson 8863 RRU ----(1) Raycap OVP -------=----- 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel (801) 463-1020 www.taec.net Headquarters (2) Andrew SBNHH-1D65B Antenna (1) Commscope NHHSS-65A-R2B Antenna (1) Ericsson 4449 RRU (1) Commscope NHHS4-65A-R3B Antenna (1) Ericsson RRUS32 B2 (1) Ericsson 4449 RRU Beta (1) Ericsson RRUS32 B66A (1) Ericsson RRUS32 B2 (180°) (1) Raycap OVP __ (1) Ericsson RRUS32 B66A -- (1) Ericsson 4408 B48 RRU (1) Ericsson 8863 RRU ---(1) Raycap OVP -------- (1) Andrew:SBNHH..-W65B Antenna (1) Commscope NHHSS-6SA-R-i-B Antenna (1) Ericsson 4449 RITT) (1) Commscope NHHS4-65A-R"iB Antenna Ga mma (1) Ericsson RRUS32 B2 (1) Ericsson 4449 RRU -- (1) Ericsscr .RUS3~6A (1) Ericsson RRUS32 B2 --(270°) (1) Raycap OVP (1) Ericsson RRUS32 B66A -(1) Ericsson 4408 B48 RRU --.... ~-..,.....,_..-=- (1) Ericsson 8863 RRU --(1) Raycap OVP --~ (1) 6102 Cabinif: 730Ib (1) CMC74-36E Cabinet 3001b Equipment (1) CM03 Cabia.e.t -2082 Ib (1) CMO2 Cabinet c:,---~82 Ib (1) CMO"2 Cabinet 2082Ib (1) RBA72-36 Cabinet -"3900 lb Platform (1) RBA72-36 Cabinet 3900 Ib Wall Mounted Eqpt + Misc 750Ib Wall Mounte.iEEqpt + Misc 500 Ib -= ==- CONCLUSIONS AND RECOMMENDATIONS Based on the analysis and-the inf4i:mation provided, the existing antenna enclosures, rooftop ~ment platform, and building structure have adequate structural capacity to support the proposed equipment configuration without modification. This analysis assumes all existing building components are in adequate condition to carry their required design occupancy loads. The contractor must verify all dimensions, materials, elevations, equipment specifications, and other assumptions in this analysis before installation. Any discrepancies in the assumptions may invalidate this rel)ort and are subject to further review. ---------.........,._ ------------ ---------- 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel (801) 463-1020 www.taec.net iiiii- Headquarters DISCLAIMER OF WARRANTIES The engineering services rendered by TAEC in connection with this design are limited to the analysis and capacity of its members. TAEC does not analyze the fabrication and quality of construction, except as included in this report. TAEC makes no warranties, expressed or implied, in connection with this report and disclaims any liability arising from material, fabric-,ltion;= and construction of this structure. TAEC will not be respons-1ble whatsoever for, or on accouflt-of, consequential or incidental damages sustained by any pefs-0n, firm,or organization as a result of anyclata or conclusions contained in this report. The maximum lia6Tiity of W C pursuant to this report will be::limited fo the total fee received for preparation of this report--=: --- ------- 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel (801) 463-1020 www.taec.net - ----;;.. ;... --- -- ==-' L\TC Hazards by Location Search Information Coordinates: Elevation: Timestamp: Hazard Type: ASCE 7-16 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year Risk Category I Risk Category II Risk Category Ill Risk Category IV 33.132294, -117.2604 374 ft 2021-08-13T19:26:44.2002 Wind 67 mph 72 mph 77 mph 82 mph 89 mph 96 mph 102 mph 107 mph -- ASCE 7-10 .= MR+-1'0-YeaF- Mflj:2~ar:;.... MBI 56-., MRl100-¥ear- Risk Category I Risk Categoryll Risk Category Ill-IV - ina Island sential Habitat. 72 mph 79 mph 85 mph 91 mph 100 mph 110 mph 115 mph Temecula 0 374 ft Borrego • ij; Cleveland Springs Ocean Nat ional Forest 0 0 scondido Anza-Bon 0 -Desen State Pc San Diego V 0 Map data ©20~ Google, INEGI ASCE 7-05 = ASCE 7-05 Wind Speed ~ 85 ---- Tile results indicated here DO NOT reflect any state or local amendments lo the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in Afildi 7c:.a0i:£0unded up to the nearest whole integer. Per ASCE 7, islands fil!Q:§oas.til::-- areas outside the last contour should use the last wincispeed cMitour of the coastal area -in some cases, this website will extrapqrate pa!t=Jhe last wind speed contour and therefore, provide a wind:;peed th'atis slightly higher. NOTE: For queries near wind-borne debris region bountlaries, the resulting determination is sensitive to rounding whlch may affect whether or not it is considered to be within a wind-borne de~is region..- Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 11 1' 111 ~11 11~11 ; 11111 Technology · Associates Site#: Site Name: lt!I lilHI I - n I I II ljj ij I! Project Information !Date: I McClellan !Design by: I I ASCE 7-16 29.4 Design Wind Loads -Other Structures Design Wind speed V= 96 mph (3-sec gust) Fig. 26.5-1 Wind Direction Factor K.t= 0.90 Table 26.6-1 Risk Category II Exposure Category C ;Avg. Equipment Height z= 38 ft Mean Roof Height h= 38 ft Height for wind force equation 38 ft Ground Elevation z1= 374 ft Ground Elevation Factor K,= 0.99 Velocity Pressure Coefficient K,= 1.03 Table 26.10-1 Topographic Coefficient K,.= 1.00 Fig. 26.8-1 Velocity Pressure qh=, , 1 21.6 psf Velocity Pressure, q=0.0025~ ~ K 11 K • K, V1 , G: I 111 0.85 I I ~6.11 I , • I I i 11, I Ii I : I ~ 13 ~~~ - Lateral Wind Force I Hii.bc;:,41 23.9 psf x Ai , Eqn. 29.4-2 1111 I I ~ 1 : , I 1111111 ~fl MIi 1111 li11 I Ii I II I ~I I 111 I I I I li1I ii: I , ~ 1, ,,1df ,~1, 11 I 11 11 1 I' 1 I I . 111 I ' ' :I ti 11 8/13/2021 JH L\TC Hazards by Location Search Information Coordinates: 33.132294, -117.2604 Elevation: 374 ft Timestamp: 2021-08-13T19:28:39.0202 Hazard Type: Seismic eference NEHRP-2015 Document: --=--Risk Category: II - --=Site Class: O-default lina Island ,sential Habitat... Go gle Temecula 0 , San Diego V 0 Map data <C:12021 Google, INE_GI _ MCER Horizontal Response Spectrum Sa(g) Design Horizontal Response Spectrum -------:.iiiiiiii ........... iiiii. Sa(g) -----~ 1 .00 -...r .,,_... -0.60 0.80 --.,.,.. ~ 0.60 -0.40 ------o:iio . 0.20 0.20 -0.00 --0.00 0 2 4 6 8 Period (s) 0 2 4 6 8 Period (s) Basic Parameters -= -= Name Value Description Ss 0.946 MCER ground motion (period=0.2s) S1 0.347 MCER ground motion (period=1.0s) SMs 1.135 Site-modified spectral acceleration value -SM1 • 0.677 Site-modified spectral acceleration value Sos 0.757 Numeric seismic design value at 0.2s SA --------------------------------------So, • 0.452 Numeric seismic design val~t 1 ~s-eA ----=------ ----• See Section 11.4. 7 •Additional Information Name Value Description soc ·o Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * 1.953 Site amplification factor at 1.0s 0.905 Coefficient of risk (0.2s) CRs CR1 PGA FPGA PGAM TL SsRT SsUH SsD --S_1RT .,.--:g;fQ 0.914 0.412 1.2 0.494 8 0.946 1.045 1.5 0.347 0.379 0.6 Coefficient of risk (1.0s) MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleratioA:Yalue (0.2,S.) Probabilistic risk-targeted ground motion ( 1.0s) Factored uniform-hazard spectralia:cceleraticlli~% probability of exceedance in 50 years) ~PGAd 0.5 Factored deterministic acceleration value (1Ts) Factored deterministic acceleration v~GA) .......... -·--- ~ ...... * See Section 11.4. 7 ---- The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code _ -= adoption process. Users should confirm any output obtained from ~~h the local Authority Having Jurisdiction before proceeding with ~-- design. Disclaimer ~zard loads are provided by the U.S. Geological Survey Seismic-Desio~ Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by tl:ie governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. ---------- Technology , Associates 0.2s Spectral Response Acceleration l.0S Spectral Response Acceleration Site Coefficient Per Ss and Site Class Site Coefficient Per Sl and Site Class Short period Mapped MCER, Fa• S, ls period Mapped MCER, F. • S1 Design Spectral Acceleration at short period, 2/3 • SMs Design Spectral Acceleration at ls, 2/3 • SM1 Per ASCE 7-10 Chapter 13 Component Amplification Factor Component Importance Factor Component Operating Weight Component Response Medication Facto1 ~ ,~ Height in structure at point of attachment ~ mponent Roof height of support structure J I ~ Seismic Design Force: Fp = (0.4apS iJJ lp~I *(1+2z/~) Max. Seismic Design Force: Fpmax = 1.6SDSlpWp Min. Seismic Design Force: Fpmin = 0.3SDSlpWp I 111 1111 1 1 1' ~11 "'' P11 1 I I I : ' Ii ! ,, I h j I ii 1 111 11111 ' I 1, It.~,, t1 1'1 Ii ' • ' I I ~ I I j th I I Prdject Information Site #: Date: 8/13/2021 Site Name: McClellan Design by: JH ---------------------..,,-ASCE 7-16 Seismic Desi_g_n s.= 0.946 g S1= 0.347 g F.= 1.200 Fv= 1.953 SMs= 1.135 g SM1= 0,678 g S0s= 0.757 g S01= 0.452 g aP= 1,00 Ip= 1.00 w. RP= i,so 138 ft Z= I h= 38 ft 111 l,111 fp= I l'fl 0.363 w ' p 1.211 WP 0.341 Wo 111, lfi1 li,1 i 11 USGS Java Motion Calculator USGS Java Motion Calculator ASCE 7-16, Table 11.4-1 ASCE 7-16, Table 11.4-2 ASCE 7-16 Equation 11.4-1 ASCE 7-16 Equation 11.4-2 ASCE 7-16 Equation 11.4-3 ASCE 7-16 Equation 11.4-4 ASCE 7-16, Table 13.5-1 ASCE 7-16, Section 13.1.3 ASCE H-16; Table 13.~ 1 l1lf~f I I 1, I~ I ASCE ~-16 Ed. 13.3-~I ASCE 7-16 Eq. 13.3-2 ASCE 7-16 Eq. 13.3-3 11 fl i, ,1111~1. ,, II I 11 " ii I 11 I 11: d ,, ,, ' ii ii! I 1: 11 ! I I I 11 1h I I I ' Technology Associates Project: VZW McClellan Date: 8/13/2021 By: JH Analysis & calculatjons The proposed antennas and equipment will be mounted to existing steel pipes within the RF-transparent enclosure at the top of the stealth tower structure. Enclosure Design Loading Wind Load: Pw:=23.9 psf Fw :=pw•EPA=837 lb EPA:=5 ft •7 ft=35 ft2 -Dead Load: FRP Panels, .,,;;;;;;,. ----- RF Equipment, Desil!n Enclosure Loadln2 Description SBNHH-1065B Antenna ---- Mount Pioe Peqpt := 126 lb Force Totals (ASD Load combination: D + 0.6W): ------- Axial, Lateral, P:=Pfrp +Peqpt =266 lb V:=0.6 ·F~=502 lb ----- Proposed equipment weight, 7896 South Highland Driv e Suite 200 Pronosed Enclosure Loadlnt Description Commscope NHHSS-65A-R2B Antenna Commscope NHHS4-65A-R3B Antenna Mount Pioe Cottonwood Heights, UT 84121 Tel. (801) 463-1020 Total: Total: Qty Wqht (W.), lb 2 41 2 I 22 126 Qty Wqht (WJ, lb 1 35 1 35 2 22 114 ------- .................... -- Page 1 of 3 Technology Associates Project: VZW McClellan Date: 8/13/2021 By: JH Proposed Enclosure Dead Load, Pv:=P+P add=254 lb Lateral Seismic Force, -if (V> V 8_asd , "Design Wind Controls", "Seismic-:CoritroTs'') ="Design Wind Controls" ~ load change: Padd I :=--=-4.5% p if (I :5 5%, "OK ", "Furth~l-i:@Q'd") = "OK" -~ -The antennas and equipment will be mem=it-cd=it-it-irely within the RF-transparent enclosure or on the interior face of the parapet wall, and will not contribute any _ additional wind area to the critical lateral load scenario on the building system. The -===;_(:ritical lateral load will not change. -The additional equipment weight is not significant ( <5% increase) in relation to the overall building design gravity load and self weight. Based on this load comparison, and ...:;;,.. in compliance with IEBC S. 806, the existing ,structtg.. is adequate for the additional -weight. --=- -The existing enclosures and building structure bave adequate capacity for the proposed loading. __..;:;;;;;;... ............... ------- 7896 South Highland Drive Suite 200 Cottonwood Heights , UT 841 21 Tel . (801) 463-1020 ------ -- Page 2 of 3 Technology Associates Equipment Platform Existing equipment weight: Proposed equipment weight: % change: Project: VZW McClellan Date: 8/13/2021 By: JH We:= 730 lb + 2 • 2082 lb + 3900 lb + 500 lb= 9294 lb WP:= 900 lb + 2082 lb+ 3900 lb+ 500 lb= 7382 lb -20.6% ------ (rf New equipment cabinet will be installed, replacing (2) cabinets of greater size and weight. __ __:Th-=-=e equipment platform dead load and lateral seismic load will decrease under the proposed _, -,;;;;....reafiguration. :'!"'"""'-- ~ ~e new replacement equipment has smaller ov~an~sions and will not add any wind -~area to the critical lateral load scenario on the platform,_,,. -------- -Based on this comparison of estimated equipment loads, and review of platform design loading, the existing support structures have adequate capacity for the proposed equipment ---=--configuration. -- ------ ·--- 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel. (801 ) 463-1020 ------ -.. Page 3 of 3 -~,!Odiiiiiiiir REFERENCE DOCUMENTS ----- verlzon✓ Project Details 111 1111 Ii ,1 111 "ii • J ,1 fuze,Fos ~I ' ' 1 ~ i I I I WEST> Pacific> Southem CaRf > San ~o > "'"'· ,"''' • ''1'r "'"@""' t., . ...i ~ • ,,:, '" 11~ t I Locati A lnformatidh jj I• ,1111 11 I I 11, I 111 I i I FUZE Project ID: 16243903 Project Name: 5G L-Sub6 • Carrier Add Project Alt Name: 5G L-Sub6 • Carrier Add Project Type: Modification Modification Type: RF Designed Sector Carrier 4G: 23 Designed Sector Carrier 5G: 3 Additional Sector Carrier 4G: N/A Additional Sector Carrier 5G: N/A FP Solution Type & Tech Type: ; Carrier Aggregation: false MPTld: eCIP-0: false Suffix: RFDS Project Scope: lPl•t ~•: •:•i•d -SG L-5ub6 D••:~cailoo P,iQfi Proprieta,y fn<f ConfideNJ1L Not for clsdosure outside or Verizon. Site ID: 693234 E-NodeB ID: 0547825,0549825,354825,054825 PSLC:159595 Switch Name: MTX54 I Vista Tower Owner: Tower Type: Building Side-Mounted Site Type: MACRO Site Sub Type: TRADITIONAL Street Address: 2710 West Locker Avenue City: Carlsbad State: CA Zip Code: 92010 County: San Diego Latitude: 33.132294 / 33° 7' 56.2584" N Longitude: -117.2604 / 117° 15' 37.44" W i1 i 1111 ~Ir , Ill 1l ij, I n ii 11 PJge 1 d 10 Antenna Summary Added '4il I 11 j ; Centerline J ' I I l!RET l tR• I I lnsL Tf.Pj 700 850 1900 AWS AWS3 CBRS L ,1 1 I Model Azlmu 'li"tlty 70(0 t; ~I li~I L~ I ,: ~,, ~ MSCO~: 70(01 ,,, I ,i CDMA 1l~l1 38 80(01 LTE LTE LTE NHHSM5~-R2B 180( 2) true H 11 PHY" 31 180(0 5G 200( ) I 270(0003) I 270(03) I I 70(0001) 70(01) LTE LTE 5G CommScope -s-M15A-R38 38 40.3 180(0002) true true PHYSICAL 3 180(02) 270(0003) 270(03) . ----~ --------~-------- Removed 700 850 1900 AWS AWS3 C8RS L-Sul>8 Make Model Cen1etllne Tip Height Azimuth RET 4xRx Inst. Type Quantity COMA 70(0001) LTE LTE LTE LTE LTE ANDREW SBNHH-1DMA 38 40.3 false false PHYSICAL 2 5G 70(01) CDMA 270(0003) LTE LTE LTE LTE LTE ANDREW SBNHH-1De58 37 40 270(03) false , .. PHYSICAL 2 5G CDMA 180(0002) LTE LTE LTE LTE LTE ANDREW SBNHH-1De58 39 42 180(02) false false PHYSICAL 2 5G 200(02) --- I 111 1111 I 111 1 •r~I I I I ij f ~ I 1 1 i Iii I I lteblned ·J1l,~~I 111 11 700 850 1900 AWS AWS3 ~Trni Model Centerline Tip ~I xRx lnsL Type, irntity ' ,., I ltil Nodm r· 1.~. I II I I lji I Addetl: 6 Removed: 6 ----=-i ltfflined: 0 ~•ry and Confi~L Not for disdosute outside of Verizon. ....., .. ,. Added Equipment Type RRIJ RAU Removed Equipment Type «mined Location T- Tower Location 700 850 1900 AWS AWS3 I !II ~, j11 ~ti ~I 700 850 1900 AWS AWS3 Equipment Type location 700 850 1900 AWS AWS3 RRU RAU RAU Towtf Tower Tower LTE LTE 5G Proprietary and Conlldentt.L Not for (isdos:urt, outside of Verilon. LTE LTE LTE I I I 1j CBRS L-5ub6 Make L TE Ertcnon 5G Erlcnon CBRS L-5ub6 Make CBRS L-5ub6 Make Ericsson Ericsson Ericsson Ill ,~,, Ill ,~,, Equipment Summary Model ?]1 ~ II'' Model No data available. .able Length Cable Size I ' ,. 14~1 l 1~!1 1,ble Length Cable~L. lnstal Type Quantity +L 3 11 I ti PHYSICAL 3 I I 111 • I lnsll Type oUa.!ty j Model b.111e Length Cable Size IMtaJ Type Quantity 4449 RRUS3282 RRUS32866A I 111 ·H Sl1 I I PHYSICAL 3 PHYSICAL 3 PHYSICAL 3 Ii f 11 I t 1 I ii II 1jj I 11 P~ 3 o#lO