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HomeMy WebLinkAbout2192 PALOMAR AIRPORT RD; CS; CBC2021-0384; PermitBuilding Permit Finaled {city of Carlsbad Commercial Permit Print Date: 02/15/2023 Job Address: 2192 PALOMAR AIRPORT RD, # CS, CARLSBAD, CA 92011-4409 Permit No: Status: CBC2021-0384 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2130201800 Track#: Valuation: $0.00 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Description: VERIZON: REMOVE AND REPLACE ANTENNAS & RRUS -MODIFICATION Applicant: Property Owner: STEVEN VANDENBERG SUDBERRY PROPERTIES 2851 CAMINO DEL RIOS, # 200 SAN DIEGO, CA 92108-3840 (858) 349-9184 5465 MOREHOUSE DR, # SUITE 260 SAN DIEGO, CA 92121-4714 (858) 546-3000 FEE BUILDING PLAN CHECK FEE (manual) BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CELL SITE -RADIO OVER 30 FT. HIGH SB1473-GREEN BUILDING STATE STANDARDS FEE Total Fees: $1,360.55 Total Payments To Date: $1,360.55 Applied: 10/01/2021 Issued: 09/30/2022 Finaled Close Out: 02/15/2023 Final Inspection: 11/23/2022 INSPECTOR: Alvarado, Tony Contractor: QUALTEK WIRELESS LLC 475 SENTRY PKWY E, # STE 200 BLUE BELL, PA 19422-2309 (661) 317-7319 Balance Due: AMOUNT $420.55 $194.00 $98.00 $647.00 $1.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction.11 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 C£3?7£l2i-03'£i[ Est. Value PC Deposit Date Job Address2192 Palomar Airport Road. Suite: ____ ~APN:213-020-18 Tenant Name #:._V_e_ri_z_on _______________ Lot #:. ____ Year Built: _________ _ Year Built: __ _ Occupancv:.=B __ _ Construction Type: V-B Fire sprinklers@'ES0NO A/C:0YES0No BRIEF DESCRIPTION OF WORK: Remove (12) existing antennas with (12) new antennas, remove (3) existing RRUs with (6) news RRUs 0 Addition/New: ____________ New SF and Use, __________ New SF and Use _______ SF Deck, _______ .SF Patio Cover, SF Other (Specify) ___ _ [l]renant Improvement: _24_0 ____ SF, Existing Use: Wireless facility Proposed Use: Wireless facility _____ SF, Existing Use: _______ Proposed Use: ______ _ D Pool/Spa: _____ .SF Additional Gas or Electrical Features? ____________ _ D Solar: KW, ___ Modules, Mounted: ORoof OGround D Re roof: ____________________________________ _ D Plumbing/Mechanical/Electrical Oother: _____________________________________ _ PROPERTY OWNER PRIMARY APPLICANT Name: Verizon Name: San Diego County Regional Airport Authority Address: 15505 Sand Canyon Ave. Address: P.O. Box 82776 City:lrvine State:_C_A __ Zip:92618 City:San Diego State: CA Zip:._9_2_10_1 __ _ Phone:. _________________ Phone: ___________________ _ Email: Email: ___________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name:Joel Hartman Business Name: Qv" \-j (. \<. '-J,l ;,L \es~ l[c_ Address:2667 Camino Del Rio S, 205 Address: L\ 7 S Se..,_ {vy f\C.vJy' e:: ~ 1.oo City:San Diego State:CA Zip:_92_1_0_8 ___ City:1)I::t t',~11 State: ~A Zip: \'141). Phone:(858) 349-9184 Phone: I.\ 'b'I-'iO"l-'i ro 0 Email:steven.vandenberg@taec.net Email: D 501,0 l\!O(iij Q vA L TE'll"-1\ Q.'c.l \;:)).(a"'.'.', Architect State License: S6822 CSLB License#: l 0'-1 ').. 'l '-I "I Class:-"fl,-"-"C'--""10'--__ _ Carlsbad Business License# (Required): t:,t.o Soo'1 Z 't ~ -01-').o'). \ APPLICANT CERTIFICATION: /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 all City ordinances and State laws relating to building constructjon. Steve ~'::'=::::::.;,::.7,:::::..,_ NAME {PRINT): Steven Vandenberg SIGN: Vandenberg :§::;::::::=-:::' DATE: 09/29/2021 1635 Faraday Ave Carlsbad,CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 07121 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER:C~C2o'.2-\-OS 8~ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 ( commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE/: D1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. _______ _ -OR-01 have and wilt maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the w~k for which this permit is issued. My workers' ~om.pensation insurance carrier and policy number are: Insurance Company Name: ~f~l~l\.~'>~T-~[...~\~(1,~~~(l~1-'~-~---------- Policy No. N L, (, 11 5 I O ~ 5 Q(I I \ Expiration Date: _______ciccl _,_(_"f.._,{c,1.=0--"1'---'Z=------- -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 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'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 isaccurate. lagreetocomply with all City ordinance!f'and State laws relating to building construction. / /,, ~ i'~ ?'~ NAME{PRINT): UO\✓~.).. So\oJ:o SIGNATURE: ( ~ ~ ,,/ DATE:'lho/'2b'J7 Note: If the·pe~il_bove is an authorized agent for the contractor provide a letter of ath-Orization on contractor letterhead. -OR - ]]_Q)',l_fil: WNER-BUILDER DECLARATION: I hereby 'firm that I am exempt from Contractor's License Law for the following reasan: n I, as owner of the property or my employees with wages as their sate compensation, will do the work and the structure is not intended or offered for sale (Sec. L....;d44, 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-bullder will have the burden of proving that he did not build or improve for the purpose of sale). -OR-D1, 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-01 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my person at 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 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 lwww.leginfo.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. /agree to comply with all City ardinances and State laws relating to building canstruction. NAME (PRINT): SIGN:-.:..·---~-----DATE:-...:... _____ _ Note: If the person signing above is an authorized agent for the property owner include form 8-62 sign~by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 76(}-602-2719 Fax: 760-602-8558 Email: 8u1lding@carlsbadca.gov 2 REV. 07/21 Building Permit Inspection History Finaled (city of Carlsbad ' ' PERMIT INSPECTION HISJPRY for (CBC2021-0384) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date 11/23/2022 11/23/2022 BLDG-34 Rough Electrical Checklist Item Application Date: 10/01/2021 Owner: SUDBERRY PROPERTIES Issue Date: 09/30/2022 Subdivision: RANCHO AGUA HEDIONDA POR OF Expiration Date: 05/22/2023 Address: 2192 PALOMAR AIRPORT RD, # CS CARLSBAD, CA 92011-4409 IVR Number: 36243 Inspection No. Inspection Primary Inspector Reinspection Inspection Status 197300-2022 Passed Tony Alvarado Complete COMMENTS Passed BLDG-Building Deficiency November 23, 2022: Yes 1. Verizon Cell-Site; upgrade existing antennas , add 1-new antenna and replace Verlzon wireless equipment -per engineer plans and detail specifications -approved. BLDG-Final Inspection 197301-2022 Passed Tony Alvarado Wednesday, February 15, 2023 Checklist Item BLDG-Structural Final BLDG-Electrical Final COMMENTS November 23, 2022: 1. Verizon Cell-Site; upgrade existing antennas, add 1-new antenna and replace Verizon wireless equipment -per engineer plans and detail specifications -approved. Passed Yes Yes Complete Page 1 of 1 Headquarters 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel (801) 463-1020 www.taec.net Structural Analysis For Verizon Wireless Yarrow Rooftop Communications Site Equipment Upgrades CITY CBC2021-0384 2192 PALOMAR AIRPORT RD VERIZON REMOVE AND REPLACE ANTENNAS & RRUS - MODIFICATION 2130201800 10/1/2021 CBC2021-0384 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 2192 Palomar Airport Rd., Carlsbad, CA 92008. Applicable codes: • 2019 California Building Code • TIA/EIA-222-H • ASCE/SEI 7-16 Design Criteria: • Risk Category: II • Seismic Design Category: D • Ss: 0.980g; S,: 0.357g • Design Wind Speed: 96 MPH (3-Sec Gust), Exposure C Equipment Loading: The existing and proposed antenna and equipment loading has been obtained from the Verizon RFDS Porject ID 16485758, dated 4/8/2021. The existing building and antenna mount data was obtained from Verizon Construction Drawings by Booth & Suarez dated 12/09/2010. It is assumed that the existing loading and site geometry is consistent with these documents. The equipment loading considered for this analysis is shown in the following table. Sector Existing Proposed (1) Andrew SBNHH-1D65B Antenna (2) Commscope NHH-65B-R2B Antenna (1) Ericsson AIR21 Antenna (1) Ericsson KRE105281 Antenna+ 4408 RRU Alpha (1) Antel BXA-185063 Antenna (1) Ericsson AIR6449 Antenna (O") (1) Antel BXA-80063 Antenna (1) Ericsson 4449 RRU (1) Ericsson RRUS32 B2 (1) Ericsson 8843 RRU (1) Raycap OVP (1) Raycap OVP (1) Andrew SBNHH-1D65B Antenna (2) Commscope NHH-65B-R2B Antenna (1) Ericsson AIR21 Antenna (1) Ericsson KRE105281 Antenna+ 4408 RRU Beta (1) Antel BXA-185063 Antenna (1) Ericsson AIR6449 Antenna (150°) (1) Antel BXA-80063 Antenna (1) Ericsson 4449 RRU (1) Ericsson RRUS32 B2 (1) Ericsson 8843 RRU (1) Raycap OVP (1) Raycap OVP 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel (801) 463-1020 www.taec.net Headquarters (1) Andrew SBNHH-1D65B Antenna (2) Commscope NHH-65B-R2B Antenna Gamma (1) Ericsson AIR21 Antenna (1) Ericsson KRE105281 Antenna+ 4408 RRU (230°) (1) Antel BXA-185063 Antenna (1) Ericsson AIR6449 Antenna (1) Antel BXA-80063 Antenna (1) Ericsson 4449 RRU (1) Ericsson RRUS32 B2 (1) Ericsson 8843 RRU (1) Raycap OVP (1) Raycap OVP CONCLUSIONS AND RECOMMENDATIONS Based on the analysis and the information provided, the existing antenna support structures in each sector location, as well as the existing building structure, have adequate structural capacity to support the proposed equipment configuration. 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 report and are subject to further review. 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel (801) 463-1020 www.taec.net 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, fabrication, and construction of this structure. TAEC will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of TAEC pursuant to this report will be limited to 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 11 Risk Category Ill Risk Category IV 33.125497, -117.275919 315 ft 2021-06-23T17:29:31.287Z Wind 67 mph 72 mph 77 mph 82 mph 89 mph 96 mph 102 mph 107 mph ASCE 7-10 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year Risk Category I Risk Category II Risk Category Ill-IV ina Island .sential Habitat. 72 79 85 91 100 mph mph mph mph mph 110 mph 115 mph Temecula 0 315 ft_ Cleveland Ocean-~ National Forest 0 ~scondido 0 San Diego Borrego Springs 0 Anza-Bor Deser State P, O Map data ©2021 Google, INEGI ASCE 7-05 ASCE 7-05 Wind Speed 85 mph The results indicated here DO NOT reflect any state or focal amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the focal Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris 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. Project Information Technology · Associates Site#: I -IDate: I 6/23/2021 Site Name: I Yarrow !Design by: I JH ASCE 7-16 29.4 Design Wind Loads -Other Structures (Rooftop Equipment) Design Wind Speed (3-sec gust) V= 96 mph Fig. 26.5-1 Wind Direction Factor Kd= 0.90 Table 26.6-1 ;Risk Category II Exposure Category C Avg. Equipment Height z= 27 ft Mean Roof Height h= 21 ft Height for wind force equation 21 ft Ground Elevation z = g 315 ft Ground Elevation Factor K.= 0.99 Velocity Pressure Coefficient K= ' 0.91 Table 26.10-1 Topographic Coefficient Kzt= LOO Fig. 26.8-1 Velocity Pressure qh= 19.1 psf Velocity Pressure, q=0.00256K, K ,, K d Ke V2 GC,= 1.9 29.4.1 Lateral Wind Force F= qhGC,= 36.3 psf X Ai Eqn. 29.4-2 Proposed Sector Appurtenance Loading Description Qty per CaAa w/ no ice (ft'> Weight (lb) Wind pressure Front Face Side Face sector Front Side qxGC (psf) Forces (lb) Forces (lb) Commscope NHH-658-R28 Antenna 2 8.14 5.34 44 36.3 296 194 Ericsson KRE105281 Antenna + 4408 RRU 1 0.55 0.30 11 36.3 20 11 Ericsson AIR6449 Antenna 1 4.24 2.91 88 36.3 154 106 Ericsson 4449 RRU 1 2.00 1.45 70 36.3 73 53 Ericsson 8843 RRU 1 2.00 1.72 75 36.3 73 63 Raycap OVP 1 3.88 2.61 32 36.3 141 95 8ft 2 STD Pipe Mount 4 1.90 1.90 29 36.3 69 69 Totals: 481 1329 991 Existing Sector Appurtenance Loading Qty per CaAa w/ no ice (ft'l Weight (lb) Wind pressure Front Face Side Face Description sector Front Side qxGC [psf) Forces (lb) Forces (lb) Commscope SBNHH-1D658 1 8.22 5.41 58 36.3 299 197 Ericsson AIR21 Antenna 1 6.17 4.31 83 36.3 224 157 Antel BXA-185063 Antenna 1 2.94 1.79 10 36.3 107 65 Antel BXA-80063/6 Antenna 1 7.62 3.76 15 36.3 277 137 Ericsson RRU532 1 2.95 1.83 55 36.3 107 67 Raycap OVP 1 3.88 2.61 32 36.3 141 95 8ft 2 STD Pipe Mount 4 1.90 1.90 29 36.3 69 69 Totals: 370 1432 993 L\TC Hazards by Location Search Information Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: 33.125497, -117.275919 315 ft 2021-06-23T17:34:47 .638Z Seismic NEHRP-2015 II D-default lina Island ,sential Habitat... Go gle Temecula 0 315 f!__ Cleveland Borrego ' QJ Springs Ocean National Forest 0 0 scondido Anza-Borr 0 Desen State Pc San Diego o Map dat a ©2021 Google, INEGI MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) 1.00 0.60 0.80 0.60 0.40 0.40 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 0.98 MCER ground motion (period=0.2s) S1 0.357 MCER ground motion (period=1.0s) SMs 1.176 Site-modified spectral acceleration value SM1 • 0.694 Site-modified spectral acceleration value Sos 0.784 Numeric seismic design value at 0.2s SA So1 • 0.463 Numeric seismic design value at 1.0s SA • 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 * 1.943 Site amplification factor at 1.0s 0.9 Coefficient of risk (0.2s) CRs CR1 0.91 PGA 0.428 FPGA 1.2 PGAM 0.514 TL 8 SsRT 0.98 SsUH 1.089 SsD 1.5 S1RT 0.357 S1UH 0.393 S1D 0.6 PGAd 0.5 * See Section 11.4. 7 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 acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1 .0s) Factored deterministic acceleration value (PGA) 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 this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web 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 the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Project Information Technology · Associates Site#: I -!Date: I 6/23/2021 Site Name: I Yarrow !Design by: I JH ASCE 7-16 Seismic Desi_g_n - 0.2s Spectral Response Acceleration S,= 0.980 g ATC Hazard Tool/ USGS Seismic Ground Motion Maps 1.05 Spectral Response Acceleration 51= 0.357 g ATC Hazard Tool / USGS Seismic Ground Motion Maps Site Coefficient Per Ss and Site Class F.= 1.200 IBC 2018 Table 1613.2.3{1) Site Coefficient Per 51 and Site Class Fv= 1.943 IBC 2018 Table 1613.2.3{2) Short period Mapped MCER, Fa* S, SMs= 1.176 g IBC 2018 Equation 16-36 l s period Mapped MCER, Fv * 51 SM1= 0.694 g IBC 2018 Equation 16-37 Design Spectral Acceleration at short period, 2/3 * SMs So,= 0.784 g IBC 2018 Equation 16-38 Design Spectral Acceleration at ls, 2/3 * SM1 S01= 0.462 g IBC 2018 Equation 16-39 Per ASCE 7-16 Chapter 13 Component Amplification Factor ap= 1.00 ASCE 7-16, Table 13.6-1 Component Importance Factor Ip= 1.00 ASCE 7-16, Section 13.1.3 Component Operating Weight WP Component Response Modication Factor Rp= 2.50 ASCE 7-16, Table 13.6-1 Height in Structure at point of attachment of component z= 21 ft Average roof height of structure h= 21 ft Seismic Design Force: FP = {0.4aPS05Wp)/Rp/lp *(1+2z/h) FP= 0.376 WP ASCE 7-16 Eq. 13.3-1 Max. Seismic Design Force: Fpmax = l.65051PWP 1.254 WP Min. Seismic Design Force: Fpmin = 0.35051PWP 0.235 WP Technology Associates Project: VZW Yarrow Date: 6/23/21 By: JH Analysis & Ca!cu!atjons The proposed antennas and equipment will be mounted to existing steel pipes, attached to the parapet wall along with the screen wall framing in each sector location. Load change at critical sector (A) - Screen wall area, Screen wall weight, Existing sector equipment weight, w e== 370 lb Proposed sector equipment weight, wP == 481 lb EPA:=11.25 Jt ,5 ft=56.25 ft2 Total Existing Sector Weight, W e==w8 +we=795 lb Lateral Seismic Force, Total Sector Wind Load, Pw == 36.3 psf Fw== Pw ,EPA= 2042 lb if (F > F "Wind Controls" "Seismic Controls")= "Wind Controls" W S' ' 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel. (801) 463-1020 Page 1 of 5 Technology Associates Project: VZW Yarrow Date: 6/23/21 By: JH Antenna Mount Load Transfer Critical Antenna Pipe Loading: F w:=296 lb Fw - LRFD Load combination: 1.2D + 1.0W ASD Load combination: 1.0D + 0.6W X:=296 lb Y:=1.2•73 lb=88 lb Antenna Pipe: (P2 sch40) Max bending moment: Flexural Strength: 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel . (801) 463-1020 Y a.~d := 73 lb </>M n== 1870 lb• ft (AISC Table 3-15) if (/4Af > M "OK" "NG")= "OK" '+' n -u , ' if( M u < 1.05 "OK" "NG"]= "OK" </>M n -' ' Page 2 of 5 I Technology Associates Wall Connection : Anchor Shear (ASD), (transverse loading) Project: VZW Yarrow Date: 6/23/21 By: JH 1 v 2 2 f v :=-Xasd + Y asd = 48 lb 4 Anchor Tension (ASD), 1 M asd X f t :=--.-+-=718 lb 2 7 m 4 Per Simpson technical data for 1/4" SOS in 2X stud, Allow able shear, EXISTING 2 x 6 Sl\JO WALL 2"e S10. STEEL PIPE (GALV.) NEW 1/-4" CURVED PLATE CONT. ( GAL V.) C 0 :=l.6 if (f v~Va , "OK", "NG!")= "OK" Allowable tension, Base Plate: b:=16 in t:=0.25 i n Ta :=C0 •172 ~-3.25 in =894 lb in if (ft~Ta, "OK", "NG!") ="OK" b • t2 • 3 Zx :=--=0.25 in 4 M P1:=2 f1•2.3 in=3 305 lb•in ¢:=0.9 Jy :=36 ksi M pl . Bending Stress, crb :=--= 13219 psi Zx Available Bending Strength, <t> • Jy = 32400 psi 7896 South Highland Drive Suite 200 Cottonwood Hei ghts, UT 84121 Tel . (801) 463 -1020 58 03 ============> Page 3 of 5 Technology Associates Bearing Wall Capacity 2x6 @ 16" o.c. stud wall Project: VZW Yarrow Date: 6/23/21 By: JH Equipment + screen wall vertical load, W P Weqpt :=--=53.3 plf 17 ft Roof loading, DL :=20 psf LL:=25 psf Upper story wall self weight, ww := 12 psf • 10 f t= 120 plf Wall vertical load at upper story (ASD LC: D+L), Stud axial compression load, 2x6 stud capacity (DF stud): Effective column length, P:=wasd " 16 in =531 lb l := 10 ft tw:=5 ft A :=8.25 i n 2 d :=5.5 in (braced by sheathing along full height in weak-axis direction) l __!:_ = 22 d if ( ~ ~ 50 , "OK", "N.G. ")="OK" Emin' := 580000 psi C 0 :=l.15 F c:=850 psi 1001.5 psi l+(;c~l Cp:=---- 2 C [l+(~l)' -(~) =0.666 2 C C Allowable Compression Load, c :=0.8 if (P a'2:.P , "OK", "N.G.") = "OK" 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel. (801) 463-1020 Page 4 of 5 Technology Associates Project: VZW Yarrow Date: 6/23/21 By: JH -The antennas and equipment will be mounted directly behind the screen panels, and will not contribute any additional wind area to the critical lateral load scenario on the screen framing and bracing system. The critical lateral load will not change. The existing screen wall system, and subsequent building structure, have adequate capacity for the proposed loading. 7896 South Highland Drive Suite 200 Cottonwood Heights, UT 84121 Tel . (801) 463-1020 Page 5 of 5 REFERENCE DOCUMENTS verlzon✓ fuze lRFDS WEST> Pacific> Southern California> San Diego> YARROW Nugpo, Dindo -dindo.nugpo@verizonwireless.com -4/8/2021 17:8:0 Project Details Location Information Carrier Aggregation: false MPTld: eCIP-0: false Project Name: SG L-Sub6 -Carrier Add FUZE Project ID: 16485758 Designed Sector Carrier 4G: 23 Designed Sector Carrier 5G: 3 Additional Sector Carrier 4G: N/A Additional Sector Carrier 5G: N/A SiteTraker Project Id: FP Solution Type & Tech Type: MODIFICATION;4G_850.4G_AWS3,5G_850,5G_L- Sub6-Prep Suffix: RFDS Project Scope: l Plan Modification Project -5G L-Sub6 Densification Priority l a Site ID: 705701 E-NodeB ID: 054210,054 7210 PSLC: 182401 Switch Name: MTX54 / Vista Tower Owner: TowerType:Rooftop Site Type: MACRO Street Address: 2192 Palomar Ai rport Rd City: Carlsbad State: CA Zip Code: 92008 County: San Diego Latitude: 33.125497 / 33° 7' 31.7892" N Longitude: -117.275919 / 117° 16' 33.3084" W Propnetary and Confident.at. Not fOf d1sdosure out~tde of Venzon. Page 1 of 10 Antenna Summary Added 700 850 1900 AWS AWS3 CBRS L-Sub6 Make Model Centerline Tip Height Azimuth RET 4xRx Inst. Type Quantity 120(0001) 120(01) LTE 220(0002) LTE LTE LTE LTE ANDREW NHH-858-R2B 27 30 1rue trve PHYSICAL 6 5G 220(02) 340(0003) 340(03) 120(01) LTE ERICSSON KRE1052B1/1 27 27.3 220(02) false false PHYSICAL 3 340(03) 120(0001) 5G Ericsson AIR6449 27 28.3 220(0002) false false PHYSICAL 3 340(0003) ------ Removed 700 850 1900 AWS AWS3 CBRS L-Sub6 Make Model Centerline Tip Height Azimuth RET 4xRx lnsl Type Quantity 120(01) LTE LTE ANDREW SBNHH-10658 27 30 220(02) false false PHYSICAL 3 340(03) AIR21 120(01) 2110MHZ LTE ERICSSON 26 28.3 220(02) false false PHYSICAL 3 02T M45 (165066) 340(03) 120(01) ANTEL BXA-185063 26 28.3 220(02) false false SPARE 3 340(03) 120(01) ANTEL BXA-80063 26 28 220(02) false false SPARE 3 340(03) ------------- Retained 700 850 1900 AWS AWS3 CBRS L-Sub6 Make Model Centerline Tip Height Azimuth RET 4xRx lnsl Type Quantity No data available Added: 12 Removed: 12 -7 Retained: 0 Propnet,wy and Confidential. Not fOf disclosure outside of Venzon. Page 2 of 10 Equipment Summary Added Equipment Type Location 700 850 1900 AWS AWS3 CBRS L-Sub6 Make Model Cable Length Cable Size Install Type Quantity RRU Tower LTE Ericsson 4408848DC PHYSICAL 3 RRU Tower LTE LTE 5G Ericsson 4449 PHYSICAL 3 RRU Tower LTE LTE LTE Ericsson 8843 PHYSICAL 3 Removed Equipment Type location 700 850 1900 AWS AWS3 CBRS L-Sub6 Make Model Cable Length Cable Size Install Type Quantity RRU Tower LTE Ericsson RRUS32B2 PHYSICAL 3 RRU Towe, LTE Ericsson RUL01 B13 PHYSICAL 6 Retained Equipment Type Location 700 850 1900 AWS AWS3 CBRS L-Sub6 Make Model Cable Length Cable Size Install Type Quantity No data available Propneury and Confidentkll. Not f0< d1sdosure outside of Verizon. Pa(Je 3 of 10 Service Info 700 MHz LTE 0000 5GLS Sector 01 02 03 01 02 03 Azimuth 120 220 340 120 220 340 Cell/ ENode BID 054210 054210 054210 054210 054210 --054210 Antenna Model SBNHH-ID658 SBNHH-!0658 SBNHH-ID6SB [ NHH-65B-R2B NHH-658-R28 NHH-658-R28 Antenna Make ANDREW ANDREW ANDREW COMMSCOPE. ANDREW ANDREW Antenna Centerline(Ft) 27 27 27 27 27 27 Mechanical Down•Tilt(Deg.) 0 0 0 0 0 0 Electrical Down-TIit 5 2 3 5 2 3 Tlp Height 30 30 30 30 --~-----.. 30 -------30 Regulatory Power 76.53 91.67 84.01 ,.::..:...-= 51.86 59.51 55.29 Total ERP (WI TMAMake TMAModel RRUMake Ericsson Ericsson Ericsson -· Ericsson ~---~--Ericsson Ericsson RRUModel 2xRULOI 813 2xRULOI 813 2xRULOI 813 ,-4449 4449 4449 Number of Tx, Rx Lines 2,4 2,4 2.4 .,_ __ 4,4 4.4 4,4 Position r__.= ---------------Transmitter Id 2650405 2650406 2650407 10018839 ~----10018840 10018841 Source ATOLL_API ATOLL_API ATOLL_API ATOLL_API ATOLL_API ATOLL_API 850 MHz LTT sGLS i ~~-- Sector 01 02 03 Azimuth 120 220 340 Cell/ ENode BID I 054210 054210 054210 Antenna Model NHH-65B-R2B NHH-65B-R2B NHH-65B-R2B Antenna Make ANDREW ANDREW ANDREW Antenna Centerline{Ft) I 27 27 27 Mechanical Down•Titt(Oeg.) 0 0 0 Electrical Down• Tilt I 5 2 3 Tip Height 30 30 30 Regulatory Power L---203.08 •-~ 251.58 --------228.3.9 Total ERP (WI TMAMake TMAModel -RRUMake I Ericsson Ericsson Ericsson RRU Model 4449 4449 4449 Number of Tx, Rx Lines L__ 4,4 4,4 4,4 Position -----Transmitter kl 10155808 10155809 10155810 Source I __ ATOLL_API ATDLL_API ~------ATOLL_API 850 MHZ SGNR sGLS ---~-~ Sector 0001 0002 0003 Azimuth 120 220 340 Cell/ ENode BID 0549210 0549210 0549210 Antenna Model NHH-65B-R2B NHH-65B-R28 NHH-65B-R2B Antenna Make ANDREW ANDREW ANDREW Antenna Centerline(Ft) 27 27 27 Mechanical Down-Tllt(Deg.l 0 0 0 Electrteal Down• Tilt 5 2 3 Tip Height 30 30 30 Regulatory Power 2.03 •. 0.8 251.58 228.39 Total ERP (WI TMAMake TMAModel RRUMake L Ericsson Ericsson Encsson RRUModel 4449 4449 4449 Number of Tx, All Lines 4.4 4.4 4,4 Position --·----------~~- Transmitter Id C 10155808 10155809 10155810 Source ATOLL_API ATOLL_API ATOLL_API Proprietary and Confidential. Not fOf disclosure oUtside or Venzon. P39e 4 or 10 I 900 MH2L TE 0000 5GLS Sector 01 02 03 01 02 03 Azimuth 120 220 340 120 -~--220 ____ 340 Cell/ ENode BID 054210 054210 054210 [ ~-354210 354210 354210 Antenna Model 58NHH-1D65B SBNHH-1D658 S8NHH-1D658 ~ NHH-658-R28 -----NHH-658-R2B ____ NHH-658-R2B Antenna Make ANDREW ANDREW ANDREW ANDREW ANDREW ANDREW Antenna Centerline(FI) 27 27 27 27 27 27 Mechanical Down-Tilt(Deg.) 0 0 0 0 0 0 Electrical Down-Tilt 3 3 6 3 3 6 T;p Height 30 30 30 30 30 30 Regulatory Power 252.82 252.B2 257.58 i_::__::_·_-: 240,78 :-----·-2.40.78 -----------241.89 Total ERP (WJ TMAMake TMAModel RRU Make Ericsson Ericsson Ericsson Ericsson _____ Ericsson Ericsson RAU Model RRUS32 82 RRUS32 82 RRUS32 82 I --_ 8843 --~----884.3 ------B843 Number of Tx, Rx Unes 4,4 4,4 4,4 4,4 4.4 4.4 Position Transmitterld 2650408 2650409 2650410 t.....=_: 10018842 _____ 10018843 ~ ---• 10018844 Source ATOLL_API ATOLL_API ATOLL_API ATOLL_API ATOLL_API ATOLL_API 2100 MHZ LTE 0000 SGLS Sector Ot 02 03 01 02 03 Azimuth 120 220 340 __ 120 _____ 220 _____ 340 Cell/ ENode BID 054210 054210 054210 354210 354210 354210 Antenna Model AIR21_2110MHZ_02T_M45 (165066) AIR21_2110MHZ_02T_M45 (165066) AIR21_2110MHZ_02T_M45 (165066) NHH-658-R2B NHH-65B-R2B NHH-658-R2B Antenna Make ERICSSON ERICSSON ERICSSON ANDREW ANDREW ANDREW AntennaCenterl;ne(FI) 26 26 26 L___ 27 ______ 27 --~--~-27 Mechanical Down-Tilt(Deg.) O O O O O 0 Elec1rica1Down-Tilt 2 2 2 f--3 ~ _ _ 2 ~ _ j ---3 T;p Height 28.3 28.3 28.3 l 30 30 30 RegulatoryPower 135.45 135.45 135.45 _ . 187.73 _______ 183.88 ________ 187.73 Total ERP (W) TMAMake TMAModel RRU Make Ericsson Ericsson Ericsson Ericsson _ Ericsson Ericsson RAU Model AIR2l 84 AIR21 B4 AIR2l 84 8843 8843 8843 NumberofTx.RxLines 2,4 2.4 2.4 L .. _ 4.4 ______ 4.4 __ -~~ 4,4 Position Transmitter Id 2650411 2650412 2650413 L-_ 10018845 --~---10018846 -=-==----=-10018847 Source ATOLL_API ATOLL_API ATOLL_API ATOLL_API ATOLL_API ATOLL_API Propnetary and Confidentkll. Not for d1sdosure outside of Venzon. Page 5 of 10 AWSJ LTE 5GLS ---Sector 01 01 02 Azimuth I 120 120 220 Cell / ENode B 10 I 354210 354210 354210 Antenna Model NHH-65B-R2B NHH-65B-R2B NHH-65B-R2B Antenna Make ~ ANDREW ANDREW ANDREW Antenna Centerllne(Ft) 27 27 27 Mechanical Oown-Tm(Deg.) L 0 0 0 Ektctrical Down-Tilt 3 3 2 Tip Height 30 30 30 Regulatory Power 281.59 563.18 _275.81 Total ERP (W) TMAMake TMAModel ·-----RRUMake L Ericsson Ericsson Ericsson RRUModel 8843 8843 8843 Number of Tx, Rx Lines 4.4 4.4 4.4 Position ------Transmitter Id L 10155811 10155814 10155812 Source ATDU _API ATOLL_API ---~~~ ATDLL_API 02 03 03 220 340 340 354210 354210 354210 NHH-658-R2B NHH-65B-R2B NHH-658-R28 ANDREW ANDREW ANDREW 27 27 27 0 0 0 2 3 3 30 30 30 551.63 281.59 ----563.18 ------ Ericsson Ericsson Ericsson 8843 8843 8843 4.4 --~~~--4.4 4.4 -·------------ 10155815 10155813 10155816 ATOLL_API ATOLL_API ATOU_API Propnetary and Coofidentiat. Not for disclosure outSlde of Venzoo.-Page 6 of 10 CBRS 3_5 GHz 5GLS -.------- Sector 01 02 03 Azimuth 120 2.20 340 Cell / ENode B ID 654210 654210 654210 Antenna Model KRE105281/l KRE105281/l KRE105281/l Antenna Make ERICSSON ERICSSON ERICSSON Antenna Centerline(Ft) 27 27 27 Mechanlcal Down-Tilt(Deg.) 0 0 0 Electrical Down• Tilt 8 8 8 Tip Height L_ 27.3 27.3 27.3 Regulatory Power 24.92 --~-~---24.92 24.92 Total ERP (W) TMAMake TMAModel ------ RRUMake Ericsson E'r1csson Ericsson RRUModel \ 4408 848 DC 4408 B48 DC 4408 848 DC Number of Tx, Rx Unes 4,4 4.4 4,4 Position ·-----. --- Transmitter kl I-10155817 10155818 10155819 Source '---· ATOLL_API ATOLL_API -~---ATOLL_API nl-Sub6 5GLS ---------r -Sector 0001 0002 0003 Azimuth I 120 220 340 Cell / ENode B ID 0547210 0547210 0547210 Antenna Model I AIR6449 AIR6449 AIR6449 : Antenna Make I Ericsson Ericsson Ericsson Antenna Centerline(Ft) I 27 27 27 Mechanical Down-Till(Deg.) I 0 0 0 Ektctrical Down-Tilt I 6 6 6 Tip Height 28.3 28.3 28.3 Regulatory Power , ____ 1500.32 --·-··----1500.32 1500.32 Total ERP (W) TMAMake TMAModel RRUMake Ericsson Ericsson Ericsson RRUModel AIR6449 AIR6449 AIR6449 Number of Tx, Rx Unes 4.4 4.4 4.4 Position ----·------ Transmitter Id 10018848 10018849 10018850 Source '---ATDLL_API ATOLL_API ATOLL_API Service Comments Propnetary and Coofidential Not for d1sclosuce outside of VeriZOn. Pa9e 7 of 10 Cal/signs Per Antenna Sector Antenna M, Antenna M, Ant CL Tip Height Azimuth (Tl Electrical Mechanical Gain Beamwidth Regulatory c:aHsigns Height AGL Tilt Tilt Power 700 850 1900 2100 28GHz 31GHz 39GHz No data itVa1lable Propnetary and Confidential. Not for disclosure outside of VeriZon. Page a of 10 Callsigns Callsign Market Radio Market Block State County Ucensee Wholly Total MHZ Freq Freq Freq Freq Regulatory Threshold POPs/Sq Mi Status Action Approved Code Number Name Owned Range1 Range2 Range3 Range4 Power (W) for lnsvc San Cebl'illllen/tip 746.000· 776.000- WQJQ694 West WU REA006 C CA Yes 22.000 .000-.000 .000-.000 59.51 1000 735.B2 Active added Yes Diego 757.000 7B7.000 San San '""""""""' B35.000• BB0.000· 846.500· B91.500· KNKA136 CL C/lfA01B B CA Yes 25.000 251.58 400 735.B2 Active added Yes Diego, CA Diego 845.000 B90.000 B49.000 B94.000 San San c.11co-., Yes 1B85.000-1965.000-added KNLH439 cw BTA402 E CA 10.000 .000-.000 .000-.000 241.B9 1640 735.B2 Active Yes Diego, CA Diego 1B90.000 1970.000 San San CellcoPM!Jtfflhip 1B90.000· 1970.000 Active KNLG655 CW BTA402 F CA Yes 10.000 .000-.000 .000-.000 241.B9 1640 735.B2 added Yes Diego, CA Diego 1B95.000 1975.000 San San CebPM!Jtfflhip 1755.000 2155.000 added WOVP242 AT C/lfA01B G CA Yes 10.000 .000-.000 .000-.000 563.1B 1640 735.B2 Active Yes Diego, CA Diego 1760.000 1160.000 San San Cellco,._,,,., 1770.000 2170.000 WQVP130 AT 8EA161 J CA Yes 20.000 .000-.000 .000-.000 563.18 1640 735.82 Active added Yes Diego, CA Diego 17B0.000 2180.000 CBRS_CALL UNLICENSf 3.5 GHz UNLICENSf UNLICENSf CA San Diego UNLICENSf UNLICENSf UNLICENSf ~ IIIIUlJllD-IIWC!l UIOOISID-I/IUCli I/JILIC!#llD-IIIU!J 24.92 735.82 Active added No San Celco""'11fflhip 1740.000 2140.000· WQPZ960 West AW REA006 E CA Yes 10.000 .000-.000 .000-.000 1B7.73 1640 735.B2 Active added Yes Diego 1745.000 214S.OOO San CelcoPllfnfflllip 1745.000 1145.000· Active WQPZ965 West AW REA006 F CA Yes 20.000 .000-.000 .000-.000 187.73 1640 735.82 added Yes Diego 1755.000 1155.000 San San CelcoM!ffllip 150.000 ~ 31225.1101)31300.000 735.82 Active No WPLM402 LD BTA402 B CA Yes .000-.000 .000-.000 Diego,CA Diego San San CelcoPartnerslip 31600Jl00.37lOO WRHD799 uu PEA018 M1 CA Yes 100.000 .000-.000 .000-.000 .000 •. 000 735.62 Active Yes Oiego,CA Diego SltaightPatll San San Yes 385000ll038600.00 735.82 Active Yes WRHD800 uu PEA018 M10 CA 100.000 .000-.000 .OOQ..000 .000-.000 Diego,CA Diego um, LLC San San Celco M1ffllip -WRHD801 uu PEA018 M2 CA Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active Yes Diego,CA Diego Straight Path San San -735.82 Active WRHD802 uu PEA018 M3 CA Yes 100.000 .000-.000 .000·.000 .000 •• 000 Yes Diego,CA Diego um, LLC Sltaight Path San San -.00 735.82 Active Yes WRHD803 uu PEA018 M4 CA Yes 100.000 .000-.000 .000-.000 .000-.000 Diego,CA Diego um, LLC S1raight Path San San -735.82 Active Yes WRHD804 uu PEA018 MS CA Yes 100.000 .OOQ..000 .000-.000 .OOQ..000 Diego,CA Diego um, LLC SltaightPa1h San San -WRHD805 uu PEA018 M6 CA Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active Yes Diego,CA Diego um, LLC Propnetary and Confidential. Not for disclosure outside of Venzon Page 9 of 10 Straight Poth San San -WAHD806 uu PEA018 M7 CA Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active Yes Diego,CA Diego um, LLC Straight Path San San Jblllllll)JS40000 WRHD807 uu PEA018 MS CA Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active Yes Diego,CA Diego um, LLC Straight Poth San San 3840IIOOO.SSOOOO WAHD808 uu PEA018 M9 CA Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active Yes Dlego,CA Diego um, LLC StraightPoth San San 38!0Q.000,38l0000 WRHD809 uu PEA018 N1 CA Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active Yes Diego,CA Diego um, LLC Straight Poth San CA San -WRHD810 uu PEA018 N2 Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active Yes Oiego,CA Diego um, LLC Straight Path San CA San 38800LWJ89IIODO WRHD811 uu PEA018 N3 Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active No Diego,CA Diego um, LLC Straight Poth San San 311111)-00 WAHD812 uu PEA018 N4 CA Yes 100.000 .000-.000 .000-.000 .000-.000 735.82 Active No Diego,CA Diego um, LLC ...... lill ... D06073· San -WALD481 San PL D06073 0 CA Yes 100.000 .000-.000 .000-.000 .000-.000 .00 Active Yes Diego Diego,CA LP ----D06073• San -000 WALD479 San PL D06073 0 CA Yes 100.000 .000-.000 .000-.000 .000-.000 .00 Active Yes Diego,CA Diego LP .......... D06073• San -Yes WRLD480 San PL D06073 0 CA Yes 100.000 .000-.000 .000-.000 .000-.000 .00 Active Diego Diego,CA LP Propnetary and Coofidential. Not for d1sck>Sure outside of Venzon Pa~ lOof 10 ~AlpM I Beta A1P1 Gamma Delta ij----· 800 MHz Divers1ty/Br.n:n 2 1900 MHz EVDO I 700MHzLTE L-Sub6 AWS 1700/2100 MHz L TE 1900MHzLTE 850 MHz L TE AWS-3 LTE SG 28GHz SG 39GHz !CSRS 3.5 GHz I ILAA5GHz LICensed $!..06 GHz Coax Fiber-Fed RU B1P1 L-Sub6 GAMMA ________fil!_!_ L-Sub6 IDELTA .!I!!. -· A2P1 A2P2 7001850 700/850 TA1/RA1 TA2JRA2 I I RRUS BSJB13 f 700/850 Fiber 82P1 B2P2 I I I I I I 700/850 700/850 TB1/R81 TB2/RB2 I I RRUSBS/B13 700/850 Fiber G2P1 G2P2 700/850 7001850 TG1/RG1 TG2/RG2 I I RRUS B5f B13 700/850 Fiber I I PCS TA1/RA1 I I I I PCS TB1/RS1 I G2P3 PCS TG1fRG1 l PCS PCS TA2/RX2 TAJ/RA3 I I RRUSB2IBIIA I I I I I I PCS PCS TB2/RB2 TB31RB3 I I AAIJS B21 BHA PCS PCS TG2/RG2 TG3/RG3 I I RRUSB2fBMA PCS TAA/RA4 I I I I PCS TB4/RB-4 I PCS TG41RG4 ! A2P1 _c, A2P2 '. I I 700/850 700/850 T A3/RA3 T M/RA4 I AAIJS B5 I_ B_Q 83P1 ......... I I 7001850 T83/R83 I B3P2 ... .. ~ .. 700/850 T8'/RB4 l RRUSBS/813_ G3P1 --· . Gl~ --· - I I 700/850 700/850 TG3/RG3 TG41RG4 I RRUS B5/813 A2Pl -c• I I I I I I AWS TA11RA1 l 83P3 .,.,, .. I I I I I I AWS TB1/RB1 1 G3Pl I I I I I I AWS TG1/RG1 l I ' I ' I I I I I I Af_P4 -c• I I I I I AWS TA2/RX2 l A2P5 '. I I I I AWS TA3/RA3 1 RRUS 82 / 866A T PCS/AWS Fiber B3P.4 --· - I I I I I AWS TB2/RB2 l B3P5 .......... I I I I AWS T83/RB3 l RRUS B2 / 866A f PCSIAWS Fiber G3P4 .......... I I I I I AWS TG2/RG2 l G3P5 ..... ..... I I I I AW5 TG3/RG3 1 RRUS 82 f 866A T PCSJAWS Fiber A2P6 '. I I I AWS TAAJRAA l B3P6 ... .. .-.. I I I AWS 184/RB-4 1 GJP6 ... ... - I I I AWS TG4/RG4 l I I I I I I I I I I I I I I I I I I I I I I I CBRS CBRS CBRS CBRS TA1/RA1 TA2/RX2 TA3/RA3 TAAJRAA RRUB48 CBRS Fiber B4P1 B4P2 84PJ B4P4 ■ I I I I I I I I I I I I I I I CBRS CBRS CBRS CBRS TB1/RB1 TB2/R82 TB3/RB3 TB4/RB4 RRU B48 CBRS Fiber G4P1 -I I I I I I I I I I I I I I I I I I I I I I I I I CBRS CBRS CBRS CBRS TG1tRG1 TG2/RG2 TG3fRG3 TG4/RG4 RRUB48 -----r- CBRS Fiber Business Name Verizon Project Address Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Contact Wilson Rodriguez 2192 Palomar Airport RD City Carlsbad State CA Applicant Steven Vandenberg Applicant E-Mail steven.vandenberg@taec.net Record ID#: DEH2010-HUPFP-213263 Plan Check#: DEH2021-HHMBP-010776 Balance Due: $73.00 Telephone# Zip Code 92008 Applicant Telephone# Plan File# APN # 213-020-18 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: B Facility's Square Footage (including proposed project): 240 □ Explosive or Blasting Agents □ Organic Peroxides □ Water Reactives ., Corrosives □ Compressed Gases □ Oxidizers □ Cryogenics □ Other Health Hazards ., Flammable/Combustible Liquids □ Pyrophorics □ Highly Toxic or Toxic Materials □ None of These □ Flammable So/ids □ Unstable Reactives □ Radioactives PART U· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMD):lfthe 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: 2/15/2022 YES NO 1. ., □ 2. □ ., 3. ., □ 4. □ □ 5. □ ., 6. □ ., 7. □ ., 8. □ ., 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). □ □ □ CalARP Exempt CalARP Required CalARP Complete Review Date: PART 111· SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): 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 1f 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 □ ., □ □ □ □ □ ., □ □ ., □ 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/permlts.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: Wireless communications facility Remove existing antennas and RRUs with new antennas and RRUs behind existing screening. I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. IBJ; Fees Acknowledged: IBl Steve Vandenberg 10/26/2021 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-HM□ APCD :\"<or "« ;:," 00 "'o Rf:VIEit.'ED M. Martinez 51GNATU~E 111412021 u•H / NMD *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permI1tIng requirements may still apply. DEHQ_HMD_HMBP _Questionnaire v 2.0 (812021) Printed on: 11/4/2021@ 3:28 PM