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2500 CAMPBELL PL; CS; CBC2020-0339; Permit
Building Permit Finaled Commercial Permit Print Date: 01/05/2021 Job Address: 2500 CAMPBELL P1, # CS, CARLSBAD, CA 92009-1700 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel #: 2132610500 Track #: Valuation: $35,000.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: (ityof Carlsbad Permit No: CBC2020-0339 Status: Closed - Finaled Applied: 09/09/2020 Issued: 11/03/2020 Finaled Close Out: Inspector: PBurn Final Inspection: 01/05/2021 Project Title: Description: T-MOBILE CELL SITE: ADD '3 ANTENNA// RELOCATE 3 ANTENNA// ADD 3 RRU// ADD 3 FRP SCREENS Applicant: Property Owner: STEVEN JOHNSON CARLSBAD SELF STORAGE INVESTORS LLC 3131 KEATS ST Pb BOX 1368 SAN DIEGO, CA 92016 CARLSBAD, CA 92018 (562) 477-8715 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $310.00 BUILDING PLAN CHECK FEE (BLDG) $217.00 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $43.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $2.00 STRONG MOTION-COMMERCIAL $9.80 Total Fees: $581.80 Total Payments To Date: $581.80 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 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov 0 Pool/Spa: Proposed Use Proposed Use SF Additional Gas or Electrical Features? J Tenant Improvement: . SF, Existing Use SF, Existing Use 4 r of Carlsbad Job Address 2500 Campbell Place COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check C&o2oo337 Est. Value $35,000.00 PC Deposit Date ite: cl_) APN:21326105 Tenant Name:T-Mobile CT/ProJect#: Lot #:_________ Occupancy: N/A Construction TI Fire Sprinklers: 0 YES O NO Air Conditioning:O YES O NO BRIEF DESCRIPTION OF WORK: Modification to existing cell site. Approved under CD202070011 (DEV2020-05129) on 08/20120 AJJ 3 +enru / 3 ?RU, S F0 Scceeys. PI,c.J 4+e-øru O Addition/New: New SF and Use, New SF and Use, Deck SF, Patio Cover SF (not including flatwork) El Solar: _KW, -Modules, Mounted, Tilt: OYON, RMA: 0 Y ON, Panel Upgrade: 0'! ON fl Plumbing/Mechanical/Electrical Only: [J Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name: Steven Johnson Name: TRI REIT Operating Partnership LP dba Cartsbad Self Storage Investors, LLC Address: 3131 Keats St Address: 2500 Campbell Place City: San Diego State: CA Zip: 92106 City: Carlsbad State: CA Zip: 92009 Phone: 562-477-8715 Phone: (760) 571-9333 Email: steven.johnson@smartlinkgroup.com Email: bressiranchstorquest.com DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: M Square Wireless! Loyall A Wharton Name:X3 Management Services, Inc Address: 1387 Calle Avanzado Address: 325 Market P1 City: San Clemente State:CA Zip: 92673 City: Escondido State:CA Zip: 92029 Phone: 949-391-6824 Phone: 760-525-1068 Email: Yuliya@msquaredwireless.com Email: rau I .contreras(x3corp. net Architect State License: C50547 State License:933263 Bus. License:________)_____ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, Improve, demolish or repair any structure, prior to its Issuance, also requires the applicant for such permit to (lie a signed statement that he/she is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than (lye hundred dollars ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-I Page 1 of 2 Rev. 03/20 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of theta/lowing declarations: t:i i 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. have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My workers' compensation Insurance carrier and policy number are: Insurance Company Name: -BERKSHIRE HATHAWAY Policy No. XT\NC 100454 Expiration Date:'10/2021 0 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 be come subject to the workers' compensation laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employerto 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. CONTRACTOR SIGNATURE: (OPTION 8 ): OWNER-BUILDER DECLARATION: I hereby affirm that! am exempt from Contractor's License Law for theta/lowing reason: 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). El I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Busins 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). lam exempt underSection ___________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property Improvement. OYES (ONO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (Include name / address / phone / type of work): OWNER SIGNATURE: DATE: ,E] AGENT - 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: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: - Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? I Yes (11?% Is the applicant or future building occupant required to obtain a permit from the air pollution co or air beffty management district? Yes N Is the facility to be constructed within 1,000 feet of the outer boundary of a schools: te? Yes IQ-1o) IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED (1!fESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 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. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for Inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE DiV OF CARLSBAD AGAiNSTALi. LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAYACCRUE AGAJNSTSAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit Is required for excavations over 5,0' deep and demolition or construction oFstructures over3 stories In height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building orwork authorized by such permit Is not commenced within 360 days from the date uch permit or if the building orwork authorized by such permit Is suspended or abandoned at any time after the work Is commenced for a period of I ays(AB2 APPLICANT SIGNATURE: DATE: 9/8/2020 1635 Faraday Ave Carlsbad, CA 9 0 Ph: 760-602-2719 Fax: 760-602-8558 Email: BUiIding@carlsbadCa.gov B-i Page 2 of 2 Rev. 03/20 YAGENT DATE: 11/03/2020 Building Permit Inspection History Finaled (ity Of Carlsbad Permit Type: BLDG-Commercial Application Date: 09/09/2020 Owner: CARLSBAD SELF STORAGE INVESTORS LLC Work Class: Tenant Improvement Issue Date: 11/03/2020 Subdivision: Status: Closed - Finaled Expiration Date: 07/06/2021 Address: 2500 CAMPBELL PL, # CS IVR Number: 28559 CARLSBAD CA 92009-1700 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 01/0512021 01/05/2021 BLDG-34 Rough 147459-2021 Passed Paul Burnette Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Final Inspection 147460-2021 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final Yes BLDG-Electrical Final Yes NOTES Created By TEXT Created Date Paul Burnette Video inspection 01/05/2021 Tuesday, January 5, 2021 Page 1 of EsGilV/M A SAFEbuiIt Company DATE: 9-22-20 JURISDICTION: Carlsbad APPLICANT 0 JURIS. PLAN CHECK #.: CBC2020-0339 PROJECT ADDRESS: 2500 Campbell Place SET: I PROJECT NAME: T-Mobile Cell Site Modifications The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. II 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. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. - , The check list transmitted herewith is for your information. The plans arebeing held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: Mail Telephone LII REMARKS: (%1n on ) Email: Fax By: Scott Humphrey Enclosures: EsGil 9-11-20 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 [DO NOT PAY- THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2020-0339 PREPARED BY: Scott Humphrey DATE: 9-22-20 BUILDING ADDRESS: 2500 Campbell Place BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code I I #N/A 1997 UBC Building Permit Fee 11997 UBC Plan Check Fee Type of Review: FT Complete Review IT Repetitive Fee IT Other Pzi Repeats r- Hourly EsGil Fee FT Structural Only 1Hrs.@* $135.001 /"". Comments: [In addition to theabove an add is aue /hr. for the CalGreen review1. Sheet of M SQUARLE.... V-V;1 F-3 EE~ LEE S 1 387 CALLE AVANZADO. SAN C LEMENTE, CA 92673 949-391-6824 Structural Analysis - FRP Screen for T-Mobile Site Name Bressi Ranch Storage Site Number SD02436A Project Anchor Modification Site Location 2500 Campbell Place Carlsbad, CA 92009 Structure Type Rooftop Structural Usage Ratio 72.8% Overall Result PASS I. RECEIVED SEP 092020 CITY OF CARLSBAD BUILDING DIVISION Scanned, electronic, or other reproductions of these Structural Calculations may be provided for recording purposes or to expedite receipt of information. In no event shall this document be used as acertified version of the Structural Calculation unless a wet seal and signature Is present, Page 1 Of 9 C3 c:1020 a. 0331 M SQUARdlowiyv w 387 CALLE AVANZADO 8/11/2020 SAN CLEMENTE, CA 92673 SD02436A 949-391-6824 TR Assumptions and Limitations: The analysis contained herein is performed to the minimum design wind, ice, and other environmental loading prescribed by the governing codes and standards. Other, larger loading conditions required by the local jurisdiction or structure owner should be made known to M Squared immediately for analysis. No lessor conditions will be accommodated. If wind or ice or other relevant parameters are different from the minimum values recommended by the local adopted code, the client shall specify the exact requirements. The analysis performed is to the theoretical capacity of the members and connections. No accommodations are taken for any damaged, rusted, deteriorated, or otherwise compromised member conditions. The members and components of the structure/tower analyzed herein are assumed to be monitored and properly maintained. This analysis shall not be considered a condition assessment of the structure. It is the responsibility of the client's contractor to notify the Engineer of Record of any fatigued or compromised components prior to construction so appropriate measures are implemented, if required. Information provided by the client is assumed accurate and current. The client has the sole responsibility to ensure the information provided to the Engineer of Record and used in the performance of this analysis is complete and correct. In the absence of information to the contrary, it is assumed that all structures were constructed in accordance with the drawings and specifications produced by M Squared and that their capacity has not significantly changed from the "as new" condition. In addition, in the absence of building plans or original construction documentation, the proposed design can only be detennined from observable field data and is supplemented by best judgement and experience. If any additional information is presented at any time that contradicts what is referenced in this analysis, the analysis becomes invalid and must be performed again with the new information. Construction not performed in accordance with the provisions contained herein will void this report. It is assumed that construction drawings and performance of work shall be modified to comply with the conditions and limitations determined herein. Discrepancies between field conditions and this report should be immediately brought to the attention of the Engineer of Record for review. Page 2 of 9 M S Q U A R ./ 387 CALLE AVANZAOO SAN CLEMENTE, CA 92673 949-39 1 -5824 8/11/2020 SD02436A TR Scope of Work: Evaluate proposed FRP screen expansion design. Site Data: Seismic Design Category D Soil Class D Short Period Spectral Response Coefficient, Sos 0.765g Wind Design Category C Base Wind Speed, V 96 mph Standards: CBC 2019 Title 24 Part 2, California Building Code ASCE 7-16 Minimum Design Loads for Buildings and Other Structures a TIA-222-H Structural Standard for Antenna Supporting Structures midAntenna ANSI/A[SC 360 Specification for Structural Steel Buildings ACt 318 Building Code Requirements for Structural Concrete ACI 530 Building Code Requirements & Specification for Masonry Structures ANSI/AWS N DS National Design Specification for Wood Construction References: Type Author Title/Name/Project No. Rev. Date Construction M Squared Wireless T-Mobile Anchor Modification SD02436A C 7/2:1/2020 Drawings Bressi Ranch Storage - Construction DCI Pacific Architecture SD02436A - Bressi Ranch Storage - 10/29/2009 Drawings Recommendations: Referenced construction drawings should be modified to reflect the design and details determined by this report. Page 3 of 9 M 8/10/2020 Structural Analysis S002436A Revision 0 TR Seismic Loads Telecommunication cabinets, radio equipment, and appurtenances are non-structural components to be designed under the provisions of ASCE 7-16, chapter 13. S1= 0.350 SMS=1i48 Elevated Appurtenances Amplification Factor, a9: .1.0 . (ASCE 7-16, table 13.6.1, section 13.6) Response Factor, R9: 2.5 Overstrength Factor, Or,. 2.0 Occupancy Category: II Importance Factor, l: 1.00 - Site Class: D (no soil report) Connection Height, z: 32.5 ft Building Height, h: 35.0 ft Calculations 5= 0.765 g Seismice Design force: Fp = (0.4a9SW9)/(R1,/l9)*(14.2z/h) = F9 = O.230 W9 F9,,,= 1.225W9 Use Eh = CIE = 0.350 W9 (ASCE 7-16, table 13.6.1, section 13.6) 0.350 W9 (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) Page 4 of 9 'Lv'c4 r= LoadC A t.i Can 13 f-.*t Pt 61 M SQAR 8/10/2020 Structural Analysis S002436A Revision 0 TR Wind Loads Wind forces for building parapets are determined in accordance with ASCE 7-16 chapter 30. Category: Basic Wind Speed: V = 96 mph (ASCE 7-16 section 26.5) Exposure Catagones C Kd=-0.9 (ASCE 7-16 Table 26.6-1) (ASCE 7-16 section 26.8.2) Elevated Appurtenances Height Above Ground, h9 = 35 ft <2= 2.01(15/zg) 21. = 1.015 (ASCE 7-16 Table 29.3-1) Velocity Pressure with no Ice: q= 0.00256IcIctKdV2 = 21.5 psf (ASCE 7-16 Eq. 29.3-1) Minimum Design Wind Loading qnfin= :16.0. psf (ASCE 7-16 section 29.8) Use qp= 21.54 psf Frernt from ASCF 7-1 1 TahI Q -1 a I 2g Zn jn c I E B 7 1200 30 0.3 320 0.333 C 9.5 900 15 0.2 500 0.2 0 115 700 7 0.15 650 0.125 External Coef. Internal Coef. Load Case A (4-)'1' (GCb= 0.9 -126 (G 1)+= I 0.18 I Load Case B G 3= 0.9+1.26 (GC.- q=[(GC)-GcjJ = 23.27 psf Max positive -31.02 psf Max negative I(tp)4 = External pressure coefficients derived from figure 30. Page 5 of 9 M SQUAR Structural Analysis Revision 0 * \-Ofr1 G• 8/10/2020 S002436A TR Ar" . / Uj - Lu '?l5b-t. c -I 227," o 'c -i > I2 E (t a ()d''+ So"• •----- J__ • --) :Lc-J 4 - U •• - Vf1 -qc ,- Page 6 of 9 M SQR(, 8/10/2020 Structural Analysis S002436A Revision 0 TR -co mp TRACK (F) STEEL TOP _1/Ab0 (2) 112 SCRTWS_\ REMN FRP 6X15/8'K 1/4 CHANNEL AT 18 FRP 8 1 5/8 o.c. CONNECTED TO (E 1f4 CHNINEL AT 24 MrAa. STUD c. coscmo w (E) METAL STUD —cirr NW REVOt (E) METAL STUD (2) 112 SCR 4 r) KOUF UCK '-I I - - Wi (E) sruo 21 Tj i_7.L1 -I (E) ROOF DECK I I I DO 112 SCREWS—" AT6o.c. >—(L) MEIAL SM0 Al 16 O,C. \-2) 112 SCREWS METAL STUD / 1 AT24c.c, I L._ (FIELD VERIFY) (C) sari Joist FRP SCREEN WALL ELEVATION 4 FRP SCREEN WALL SECTION 'ir I 3 h1 Details from Construction Drawings by DCI Pacific Architecture 10/29/2009 Page 7 of 9 6 x 1L5/8 x 1/4 CHANNEL. Laterally Supported = 1.375 'n2 J= 10.1 8in4 S 3.39 in Wt. = 1'.67 lbsift. SPAN FEET'. MAXIMUM LOAD DEFLECTION . 11100 11150 U180 11240 11360 5 823 F 1349 540 405 269 6 626 F, 599 399 332 249 165 7 459 F 392 261 217 162 107 8 351 F 269. .. 179 149 111 73 9 277 F 192 127 106 79 52 10 224 . 141 93 78 58 38 11 185 Fb 1à7 70 58 43 28 12 155 F 82 54 45 33 21 13 132 Fh 65 43 35 26 17 14 113 F 52 34 28 20 13 15 98 Fh 42 27 22 16 10 The part weight has been deducted in the above table. 6:x 1-11/16x3/8 CHANNEL Laterally Supported A=1969in2 lx= 1455,n4 S=485ln3 Wt. = 2.39 Ibs./ft. :SPAN . . 1 . DEFLECTION MAXIMUM LOAD 11100 11150 11180 11240 11360 FEET 5 1178 F - 928 773 579 385 6 895 FL 857 570 475 355 236 7 657 Fh 560 372 310 232 153 8 502 Fb 384 255 212 158 105 9 396 FL FL 274 202 182 133 151 111 112 82 74 54 10 • 320 . 264 Fb 152 101 83 62 40 12 222 FL 118 77 64 47 31 13 188 FL 92 61 50 37 24 14 162 F 74 48 40 29 18 15 141 F, 9• • 60 32 • 14 The part weight has been deducted in the above table. Page 8of9 www.fibergrate.com I 800-527-4043 47 Screw Suitability Screw Point Type Screw She Maximum Material Thlckness" (In) . (mm) 92 96 0,100 2.54 48 0.100 2.54 910 0:100 2.54 13 #7 0.125 . 3.18 #8 0.140 3.56 410 0.175 45 #12 0.210 533: #14 0.220 _1 5.59. 9112 0.250 . 6.35 914 0.250 6.35 65 #12 0.500 1 12.70 914 1 0.500 1 12.70 20 0 C 0 Fastening Information 0 (S 0 (D 0 6 Round Holes Obround Holes Hexagonal Holes Thangular Holes Diamond Holes Square Holes Purpose: Purpose: Purpose: Purpose: Purpose: Purpose: To fasten a To make fastening To fasten a connector To increase a To temporarily To provide fastening connector, a connector in a to concrete or connector's strength fasten a connector option for unique 19It maSOnry or to achieve to make Installing custom designs Fill Requirements:',it Always fill, unless Fill Requirements: Fill Requirements: strength.Fill Requirements: noted otherwise. Always till. Always liii when Fill Requirements: Fill Requirements Only when specified fastening a connector When the designer None. by designer. to concrete or specifies; max. nailing. masonry. Pilot Holes Tooling holes for manufacturing purposes. No fasteners required. To achieve the loads shown in this catalog, the designer must verily that the sell- drilling screws used for connector installation have Pss/O and Pts/O values greater than Or equal to the values tabulated in this table. Hex head screws shown are required for connectors in this catalog. Where sheathing or finishes will be applied over the screws and low-profile heads are needed (such as with bracing connectors, hurricane ties and stud-plate ties), the designer is to ensure that the minimum screw head diameter complies with ASME B18.6.4. Minimum ASD Loads for Screws (lb.) Allowable Shear Connection Strength Allowable Tensile Pull-Out Strength Allowable (Pits/0, Pssffl) Allowable (PnoiIQ, Pts/O) Screw No. Nominal Diameter Washer Diameter Screw Screw Steel Thickness Steel Thickness Designation Shear . _____ flSIO mill (ga.) (In.) d strength (in.) (Pax/fl) Strength (Pts/f)) 33-33 43-43 54-54 68-68 91'97 33 43 54 88 97 (20-20) (18-18) (16-16) (14-14) (12-12) (20) (18) (18) (14) (12) 98 0.164 0.318 470 165 245 470 470 470 630 70 85 170 215 305 410 0.190 0.375 540. 175 265 535 540 540 820 85 110 200 250 355 #12 0.216 0.375 840 190 280 570 805 840 845 95 125 225 285 405 414 0.242 0.500 1,045 200 295 605 850 1,045 1,220 105 140 250 320 455. l.Allowable toads are per AISI S-100 and we for use when utilizing the traditional Allowable Stress Design methodology. The tabulated loads may be multiplied by a Factor of Safety (0) at 310 detenT/ne the screw nominal strength. The LRFD load may be determined by multiplying the nominal screw load by a Resistance Factor (4') of 050. Allowable loads may not be increased for wind or seismic toad unless otherwise noted. Allowableloads are based on cold-formed steel members with a minimum irieki strength, F, of 33 ksi and tensile strength, F, of 45 ksi for 43 mil (18 ga) and thinner, and a minimum yield strength of 50 kni and tensile strength of 65 ksi for 54 ml (16 pa.) and thicker. Allowable loads are based on design sleet thickness for 33 ml = 0.0346', 43 ml = 0.0451', 54 ml = 0.0566', 68 ml = 0.0713', and 97 iT/I = 0.1017' per AS S201 Product Data, Table 82-1. Self 'drilling tapping screw fasteners for steel-to-steel connections used for connectors in this catalog shall be in compliance with ASTM C1513. Minimum required screw length is the greater of and the minimum length required for the screw to extend through the steel connection a minimum of (3) exposed threads per AJSl 8200-12 General Provisions Standard, Sect. DI.3. Screw diameters per AJSl S200-12 Commentary Table C-E4-1 - Size t'-diameter self-tapping screws may be substituted for #14 screws. CFS Framing Member Mil Gauge Design Thickness Minimum Thickness (in.) (mm) (In.) (mm) 18 25 0.0188 0.48 0.0179 0.45 2 _ 22 0.0283 0.72 00269 0.68 30 20 (drywall) 0.0312 0.78 0.0296 0.75 .33 20 (structural) 0.0346 0.88 00329 084 43 18 0.0451 1.14 0.0428 1.09 54 16 0066 144 00538 137 68 14 0.0713 1.81 0.0677 1.72 97 . 12. 1 0.1017 . 2.58 0.0966 2.45 for specific maximum 1. One 'mD' is V (0.001) of an inch. MD thickness measures material Ihickness, the uncoated base malarial. Page 9 of 9 #8x3/40 #10xY4" #12x%" #14xlnl Shown Actual Size See Fasterdng Systems catalog (C-F-2019) on strongtle.com for more information on Simpson Strong-Tie fasteners. Total thickness of all steel, Including any spacing between layers. Drill and tap capacities may vary. Table is guideline 0n1y _-- Individual ,'w,-1, ,'+ C) I = 1387 CALLE AVANZADO. SAN CLEMENTE, CA 92673 949-391-6824 Structural Analysis - Appurtenance Frame for TMob He Reisio Site Name Brcssi Ranch Storage SiteNumber SD02436A Project Anchor Modificatioh Site Location 2500 Campbell. Place Carlsbad, CA 92.009 Structure 'Type Rooftop Structural. Usage Ratio 95.8% Overall Result PASS RECEIVED SEP092020 CITY OF CI\RLSBAD BUILDING DIVISION aires 9/30/2021 Rarnrez, P.E. Scanned, electronic, or other reproductions of these Structural. Calculations may be provided for recording purposes or to expedite receiptof information. In no event shall this document be used as a certified version of the Structural Calculation unless a wet seal and signature Is Øresent Page 1 of 16 C13Q.20 4jV M SQUAR, WE,L3S 387 CALLE AVANZADO 8/10/2020 SAN CLEMENTE, CA 92673 SD02436A 949-391-8824 TR Assumptions and Limitations: The analysis contained herein is performed to the minimum design wind, ice, and other environmental loading prescribed by the governing codes and standards. Other, larger loading conditions required by the local jurisdiction or structure owner should be made known to M Squared immediately for analysis. No lessor conditions will be accommodated. If wind or ice or other relevant parameters are different from the minimum values recommended by the local adopted code, the client shall specify the exact requirements. The analysis performed is to the theoretical capacity of the members and connections. No accommodations are taken for any damaged, rusted, deteriorated, or otherwise compromised member conditions. The members and components of the structure/tower analyzed herein are assumed to be monitored and properly maintained. This analysis shall not be considered a condition assessment of the structure. It is the responsibility of the client's contractor to notify the Engineer of Record of any fatigued or compromised components prior to construction so appropriate measures are implemented, if required. Information provided by the client is assumed accurate and culTent. The client has the sole responsibility to ensure the information provided to the Engineer of Record and used in the performance of this analysis is complete and correct. In the absence of information to the contrary, it is assumed that all structures were constructed inaccordance with the drawings and specifications produced by M Squared and that their capacity has not significantly changed from the "as new" condition. In addition, in the absence of building plans or original construction documentation, the proposed design can only be determined from observable field data and is supplemented by best judgement and experience. If any additional information is presented at any time that contradicts what is referenced in this analysis, the analysis becomes invalid and must be performed again with the new information. Construction not performed in accordance with the provisions contained herein will void this report. It is assumed that construction drawings and perfonnance of work shall be modified to comply with the conditions and limitations determined herein. Discrepancies between field conditions and this report should be immediately brought to the attention of the Engineer of Record for review. Page 2 of 16 M SQUAR W 1LL3S 387 CALLE AVANZAOO SAN CLEMENTE, CA 92673 949-39 1-8824 8/10/2020 SD02436A TR Scope of Work: Evaluate proposed expansion of existing appurtenance support frame Site Data: Seismic Design Category D Soil Class D Short Period Spectral Response Coefficient, SDS 0.765g Wind Design Category C Base Wind Speed, V 96 mph Standards: CBC 2019 Title 24 Part 2, California Building Code ASCE 7-16 Minimum Design Loads for Buildings and Other Structures o TEA-222-H Structural Standard for Antenna Supporting Structures andAntenna ANSI/AESC 360 Specification for Structural Steel Buildings ACE 318 Building Code Requirements for Structural Concrete AC! 530 Building Code Requirements & Specification for Masonry Structures ANSI/AWS NDS National Design Specification for Wood Construction References: Type Author Title/Name/Project No.. Rev. Date Construction M Squared Wireless T-Mobile Anchor Modification SD02436A C 7/21/2020 Drawings Bressi Ranch Storage Construction DCI Pacific Architecture SD02436A - Bressi Ranch Storage - 10/29/2009 Drawings Recommendations:. Referenced construction drawings should be modified to reflect the design and details determined by this report. . .. . S Page 3 of 16 M SQUARE - Structural Analysis Revision 0 8/10/2020 S002436A TR Seismic Loads Telecommunication cabinets, radio equipment, and appurtenances are non-structural components to be designed under the provisions of ASCE 7-16, chapter 13. S1= 0.350 S,,= 1.148 Elevated Appurtenances - - Amplification Factor, a9: 1.0 (ASCE 716, table 13.6.1, section 13.6) Response Factor, R9: 2.5 (ASCE 7-16, table 13.6.1, section 13.6) Overstrength Factor, 0,,: 2.0 Occupancy Category: II Importance Factor, l: 1.00 Site Class: D (no soil report) Connection Height, z: 32.5 ft Building Height, h: 35.0 Jft Calculations S= 0.765g Seismice Design force: Fp = (0.4a9SW9)/(R9/l9)(1+2z/h) = 0.350 W9 (Eq. 13.3-1) FPMIfl = 0.230 W9 (Eq. 13.3-2) F9 ,= 1.225 W9 (Eq. 13.3-3) Use Eh=QS= 0.350W9 Wind Loads Wind forces for building appurtenances are determined in accordance with ASCE 7-16 chapter 29. Category: Il Basic Wind Speed: V 96 mph (ASCE 7-16 section 26.5) Exposure Catagories: -, C, Kd= 0.9 (ASCE 7-16 Table 26.6-1) Krt 1.0 -. (ASCE 7-16 section 26.8.2) Elevated Appurtenances - Height Above Ground, z = 32.jft l<= 2.01(15h/a= 0.999 Velocity Pressure with no Ice: q,= 0.00256KZK,KdV2 Minimum Design Wind Loading, q,, = 16.0 psf Use q, 21.21 psI Gust Effect Factor, G = 1.00 Excerot from ASCE 7-16 Thble q-i a 7g Zmn C I E B 7 1200 30 0.3 320 0.333 C 9.5 900 15 0.2 500 0.2 D 11.5 700 7 0.15 650 0.125 (ASCE 7-16 Table 29.3-1) 212 psf (ASCE 7-16 Eq. 29.3-1) (ASCE 7-16 section 29.8) Page 4 of 16 M SQ4R 8/10/2020 - Structural Analysis S002436A Revision 0 TR Appurtenance Properties and Forces Description Weight Height Width Depth (Ibs) (in) (in) (in) FFHH-65A-R3 72.8 48.2 25.2 9.3 A1R6449 641 103 33.1 20.5 8.3 A1R3246 B66A 178.6 58 15.7 9.3 AIR 32 666A 105.8 56.6 12.9 8.7 RRUS 4449 70 15 13.2 9.3 RRUS 4415 46 16.5 13.4 7.6 Wind Forces Seismic Forces Description C . .a Cf a A, A e b Ffmnt b I'side QE 0.2SD (ft) (ft) (Ibs) (Ibs) (Ibs) (Ibs) FFHH-65A-R3 1.315 1.370 8.44 3.11 235 90 25 11 A1R6449 641 1.310 1.350 4.71 1.91 131 55 36 16 A1R3246 B66A 1.345 1.387 6.32 3.75 180 110 62 27 AIR 32 666A 1.356 1.392 5.07 3.42 146 101 37 16 RRUS 4449 1.302 1.310 1.38 0.97 38 27 24 11 RRUS 4415 1.304 1.320 1.54 0.87 42 24 16 7 Notes: a - Force coefficients Cf are determined from ASCE 7-16 figure 29.5-1 for square cross sections and interpolated for varying aspect ratios. b - F = qGCfAf, ASCE 7-16 equation 29.5-1. Page 5 of 16 A.j 34 N2.Ô • Nil 29 4130 36 INA iN23 ••• Y. F: : M Squared Bressi Ranch SK-1 TR Aug 10, 2020 SD02436A Nodes & Members Untitled.r3d Page 6 of 16 Member Material Sets, R!GlO i l A36Gr.36 Z X. A53 GrB rIJFRP N1 3 0,N34 NZO VC T rn N26 PIN W24 N11 N29 N14 m J36 Ni 'k • J35 M Squared I Bressi Ranch SK-2 TR Aug 10, 2020 SD02436A I Shape & Material Untitled.r3d Page 1 ot 16 I D Company : M Squared 8/10/2020 ii A Designer : TR Job Number. : SD02436A 12:58:52 PM Checked By: Model Name: Bressi Ranch Node Coordinates Label X nfl V Ani Z fini Detach From Diaohraam 2 N2 0 0 24 NO 0 45 0 4 N4 0 45 24 N5 20 45 0 Nb 120 0 0 7 N7 120 0 24 8 NO 120 45 24 9 N9 15 0 24 10 N 1 _______ 15 4 5 2 4 .11 N 11 15 0 20 12 N12 15 45 20 1'3 N13 15 51 20 14 N14 15 -8 20 15 N15 45 0 24 16 Nib 45 45 24 17 N17 45 0 20 18 Nib 45 45 19 N 1 20 20 N20 45 51 20 21 N21 75 0 24 22 N22 75 45 24 23 :. . N23 75 0. 20 24 N24 75 20 25 H.. N25 75 -8 20 26 N25 75 51 20 27 N27 105 0 20 28 N28 105 51 20 9 N29 100 4E 20 30 N30 105 0 24 1 03 N3l 105 45 24 _____ 2 N32 105 -8 20 33 N33 0 20 0 34 N34 0 25 0 5 120 20 0 1361 N36. .. 120 25 Node Boundary Conditions' NnHo I Ahpi )( 1k/nil V flclinl 7 1khn1 Y Rn+ 1kJfIrdl V Rr.f k ffIrr4l 7 PM fl..ffIrrfi 1 13 Rëtióh Rëäctidñ Rididn Rëädi6I - Rd~ictidh 2 Ni Reaction ' ReactioS' Reaction j Reaction Reaction Reaction 3 NO Reaction Reaction Reaction j Reaction Reaction Reaction 4 NO Reaction "Reaction. Reaction J Reaction Reaction Reaction 5 N35 Reaction Reaction Reaction 6 N35 Reaction ' Reaction' Reaction 7 N34 Reaätion Reaction Rèation 181 N33 Reaction. 'Reaction ' Reaction Hot Rolled Steel Properties Labi ' F lksil 1 (.rkii. Nil Thrm Cinff 11°Fl ,flpnsitu lk/ff31 Viiri 1kil , Ru Fii 1kil Pt Iii :y'8'992 2C0C' 11154 03 " Q4 ,11 65 1:1i A36Gr.30 29000 11154 03 065 049 36 15 55 1.2 I3J A572 Gr50 29000 11154 . 03 0.65 . 049 50 11 65 .1 ,1. 14 4500 Gr B RND 29000 11154 0.3 0 65 0527 42 14 58 1.3 5 0300 GrE Rect J 2000 11154 03 055 0 527 46 1 4 58 13 6 A53Gr.B L 29000 11154 0.3 0.65 049 35 16 60 1.2 7 A1035 29000 11154 03 - 065 003 50 125 65 RISA-3D Version 18 S [Ontitled.r3d I ' S S 'Page 1 Page 8of 16: ' S - Company : M Squared Designer : TR 12:58:52 PM 8/10/2020 Job Number: SD02436A Checked By: NMETCH5K Model Name: Bressi Ranch Hot Rolled Steel Properties (Continued) Label E [ksi]. G fksil Nu Therm. Coeff. f1e50F 11 Density [k/ft3J Yield [ksij Ry Fu [ksi] Rt 8 A913Gr.65 1. 29000 11154 0.3 0.65 0.49 1 65 I 1.1 80 1.1 19 FRP H 1800 450 035 1D44 10 30. 1 Hot Rolled Steel Section Sets I qhpl -qh;tnp Tvnp fliein I 1st MatPri2I flsirin Mile Area Iin2l Ivi fln4l 177 Fin41 J Fin1 1 OiittigêI, T L3X3X4 .Bárn SIle Angle FRP Tict 14Z 123 123 0031 2 Horizontal I L3X3X4 I Beam 5ng1eA6q1°jA36 Gr.36 Typical 1.44 1 1.23 1-23 0.031 3 .ppurt Mast PIPE_2 0 1 None I N0re 53 Cr B I Typical 112 1 11:4627 0 627 1 1 25 Member Primary Data Label I Node J Node Sciiiôn/Shar TVDP Dsiciñ List Material Dsfrmn Rule Mi N 1 trier Beäh Sil.rle FRP 1il, 2 P12 NO N4 Outrigger Beam Single Anqle FRP Typical 3 MO NO NO Outrigger Beam Single Anqle -PP F Typical 4 P14 NE N7 Outrigger Beam SingleAnqie FRP Typical 15 M5 N4 NE H6626htAl Beam Sihl'iil A38 Cr36 Typical 6 PlO N2 1,17 Horizontal Beam Single Angle A30 Cr30 Typical 7 1,17 N13 N14 AppJMast None Nöiiê A53 GrE Typical 8 1,18 NO N10 RIGID None None RIGID Typical 9 %19 N11 NA RIGID None None RIGID jjpicY 10 M10 N 17 N15 RIGID None None RIGID Typical 11. Mil, NB 1 NiB RIGID None i f4GTe RIGID Typical 12 M12 N20 11119 Appurt Mast None None A53Gr.13 Typical 13 P110 N23 N21 RiI None None RIGID OTypcal 141 P117 NOO I N 2 5 Appurt Mast None I None A53 Gr B Typical 15 PIlE N24 N22 RIGID None None RIGID Tpcal 16 P122 N27 N30 RIGID None None RIGID Typical 17 M23 N28 NOO ütMaAt None None 53 Gr.B 18 P124 N29 N31 RIGID. None None RIGID Typical 19 M28 N34 N- Outrigger Beam SIriIe nqle FPP Typical 20 M2i N33 N2 Outrigger Beam Single Ang FRP Typical 21 M30 N36 N8 C)iitngge Beni Single Angle FRP Ticl 1 221 M31 I N35 I N7 I Outrigger I. Beam I Single Angle I FRP Typical Member Advanced Data: Label I Release J Release Physical Deflection Ratio Ootions - Seismic DR Ys (34WIt Nó:e Yes' Default Nan 3 013 Yes Défàiilt None 4 MA Yes - Default None 5 115 BenPIN BenPIN 0cc Default None 6 1.15 BenPIN BenPIN Yes Default None 7 M7 Yes NA None 'es NA None 9 MO Yes ' NA' None TO 0110 Yes NA None 1 M11 Yes ' NA - None - 12 M12 Yes NA None 13 M16. '' NA None 14 M17 Yes NA None 15 MiS -- Yes H- None 16 M22 yes NA' None 17 M23 yes NA None 18 M24 Yes NA None 19 M28 ehl1 Yes Default None 20 M29 BenPIN Yes Default None 21 M30 3enPlI'I "es DfauIt None RISA-3D Version 18 [Untitled.r3d] Page 2 Page 9.of 16 Company : M Squared 111RISA Designer : TR 8110/2020 Job Number : SD02436A 12:58:52 PM Checked By: Model Name : Bressi Ranch Member Advanced Data (Continued) Label I Release J Release Physical Deflection Ratio Options Seismic DR 1221 M31 I. BenPIN I Yes -F Default I None Member Point Loads Member Label Direction Maanitude (lb. lb-fil Location ((in. %)1 Inactive ((lb. lb-ft), (in, rad), (1bs2/in, lbs2ln)1 M7 .. Y - -Z-28 - 1%50 1ActWé M17 -178.6 1A50 Active 31 M23 0 S 50 -'Active- 41 M7 3' -70 3300 Active 5]:3j 107 Y -46 i450 Member Point Loads Member Label Direction MaQnitude (lb lb-ftl Location ((in %)1 Inactive ((lb lb-ft) (in rad) (lb s2lin lb s2 in)1 MT,X 90 -- 350 2 M17 X 110 %50 Active 3 M23 X 101 0 ctve 4 M7 X 27 '7650 I Active Member Point Loads Member Label Direction Maanitude (lb. lb-ftj. Location [(in. %)1 Inactive ((lb. lb-fl). (in, rad), (lbs2Tin, lb*521n)] 2 235 350 AcUê lI_M7 121_M17 Z 150 O/),Q Active 3 -1023 H46 7350 Act32e 2 3S 1v5D Active 4_M7 5_M7 1 42 °650 .7ctiVe Member Point Loads Member Label Direction Magnitude [lb. lb-ft] Location [(in, %)I Inactive [(lb. lb-fl), (in, rad), (lbs2fin, lb's2ln)] I X 25 50 ctivç 2 M17 X' 62 %50 Active 3 M 23 A 37 3v50 tiv Ace 4M7 A 24 C50 Active 51 _M7 X 16 '150 Member Point Loads' Member Label Direction Magnitude (lb lb-fl] Location [(in %)] Inactive [(lb lb-fl) (in rad) (lb s21in lb s2 in)] A 11 %50 Acfl 2 M 17 27 (..'50 Active 1_,.,...M7 3 M23 3 I 0 ctie Y 11 '1650 Active 4_.M7 5_M7 3 - %50 Active -, Member Point Loads _ -- Member Label Direction Magnitude [lb lb-fl] Location [(in %)] Inactive [(lb lb-fl) (in rad) (lb s2/in lb s2 in)] 717 Z 25 7350 - 62 °550 .Active 3fZi 23 7 37 50 Active 2_M17 7 24 7650 Active 4_M7 5 _M7 Z 16 Member Distributed Loads . . . •, . ,' - -. Member LabelOirectianStart Maqnitude lib/Il. F, parlEnd MaQnitude lib/fi, F. psflStart Location [(in. %)I End Location [(in. %)] inactive 1(ib. lb-ft). (in. rad). (ibs/in. 1bs"in)l 1-11 M7 X 4.6 1 4.6 0 301O0 ctiè 121 M17 I X 1 4.6 4 6 0 %100 1 Active 3 M23 X 46 46 0 %100 Active RISA-30 Version 18 . . . •[-Untitiedr3d J . . - Page 3 -. ., ,• -. , . -Page 100f 16 • -. . . , - Company : M Squared 111ROS Designer : TR /10/2020 Job Number : S002436A 12:58:52 PM Checked By: Model Name: Bressi Ranch Member Distributed Loads (Continued) ,hifli,.4int,rt M,rnth ihIf1 I nflIn.i llhMt F nf1QIrni I nIinn Yin cYNIrrifl I ntinn mn Oj.$ nih ihJh (n r,1t (Ih'hn ih"inU 4 M2 X 0 J %100 . Active 5 M X 5 9 5'9 0 m lao Active 6 M3 X 5.9 5.9 ..5.9. 5 9 0 %100 Active 7_M4 _5_9 _9 0 111~1110.0 _Active Member Distributed Loads . Member LabelDiredionStart Maanitude fib/it. F. osfiEnd Maanitude.ilb/It. F. osliStart Location Kin. %)lEnd Location f(in. %)1 inactive F(ib. 1b4t). (in. rai). (IbsJin. 1b5"in)1 Basic Load Cases •0 RI ( flsrinfinn CRfpnory . ( (rvilv V (raiitv 7 (rauih, Print ritrihi ifr1 Däd50d DL s WLX \.Y LX 5 7 3 VOLZ VvLZ 5 2 4 ELX ELX 0.35 5 5 ELY ELY 0_'I53 5 6 ELZ 'ELZ I 0.35 Load Combinations Drintimn SnIvc PflIfa 'RI C Fdnr RLC Factor RI C Factor RLC Factor Y. t. 2 0+06W Yes Y 1 1 2 1 06 3. D+0_5\5! Yes Y 1 1 2 1 -03 4 D+O.GVV Yes '1 3 0_5 51 D0.6W Yes Y 1 1 3 -0.6 .6 0.6D+0.6W Yes '6 1 0_8 2 0_6 i 05D7t6W Yes Y 1 06 2 -0.5 81 0_GD+0.6Vv' Yes Y1 0.6 3 0.6 C9. 06D+0.6 Yes Y1 0.6 3 -05 10 D+0 _7E Yes 1 1 4 07 5 07 11 D+0_7E Yes '6 1 1 4 0.7 5 .07 12 D+078 Yes '6 1 1 4 -0.7 5 0.7 13 1)+0 7E Yes Y 1 1 4 5 07 0.7 5 07 s -0.7- 14 . D+O.78 Yes Y 75 D+07E Yes ___ 1 6 0_7 0_7 16 .D+0.7E Yes Y 1 6 -0.7 5 0.7 D+07E Yes 1 6 07 07 .18 0.60+0.7E Yes '6 0.5 4 0_7 5 0.7. 19 060+0'7E 'es 06 4 07 5 07 20 0.6D+0.7E Yes '6 1 0_5 4 -0.7 5 0.7 21 O6D07E Yes Y 1 0.6 4 -0.7 5 -07 22 0.6D+0_7E Yes Y 1 0.6 5 0.7 5 07 1231 060+076 Yes 1 06 6 07 6 07 1241 0.60+0.7E Yes '6 'I 0.5 06 6 -0.7 5 0_7 1251 06M-,07E es '6 I 6 07 5 07 Envelooe Node Reactions . . . Envelope AISC 15th (360.16): ASD Steel Code Checks . . . . . . . Mmhr hanc Cnd (Iwki orrini I r qhc,.qr Chprkl orfini fir I C Pnrinm lihlPntlom iihlMnvvinm flh-ff1Mn7k,m rih-ffl Ch nn• 1 Ml .3X3X4I 0.559 5 2 O.02 0 z "3"24,04.527: 8622 54 311.994 "%4'12"579"1'1' .1.5 H21 - ' 0.026 0 1.5 H2-1 2_M2_3X3X0.507 3 ' M3 3X3X L: __:.i S :j2 1 _z___2 _2404.527___8622.754 2404.527 8622 5Z _311.994 311.994 _412.579 412.579 .5 112-1 4 M4 .3X3X4I 0.562 0 I 2 0.026 0 z 2 12404.527 8622.754 311.994 412.579 1.5 112-1 RISA-3D Version, 18 . . [Untitled.r3d] . Page Page llofl6 Designer : TR 8/10/2020 Company : M Squared 12:58:52 PM 111RISA Job Number : SD02436A Checked By: Model Name: Bressi Ranch Envelope AISC 15th (360-15): ASD Steel Code Checks (Continued) Member Shape Code Check Loc[inj LC Shear Check LocEini Dir LC Pnclom [lb]Pnt/om [lbjMnyylom [lb-ft]Mn/om [Ib-ft] Cb Eqn 5 M28 ..3X3X4 0.112 131.2411 2 1 0 01.2411 z 112 1 2366.12 18622.7541 311.994 1 442.232 1 11-12-1 6 M29 3X3X41 0.031 31.241 4 0 131.241 z 10 2366.12 8622.754 311.994 442.232 1 11-12-1 7 M30 3X3X41 0.096 115.295111 1 0 R1.2411 z 1191 2366.12 18622.7541 311.994 1 412.579 0.1$H2-1 8 M31 L3X3X41 0.029 115.621 11 1 0 131.2411 z 120 1 2366.12 18622.7541 311.994 1 412.579 11.13H2-1 RISA-3D Version 18 [ Untitled.r3d ] Page 5 Page 12 of 16 F9e.4 c2.r 31UY 41 )o( 4,- $wii ' 6 4-1 4j 1 iT IL. L-P 8/10/2020 S002436A TR M SQRE Structural Analysis Revision 0 * CvMA L,tL cft 4, u I' I u5-1,, &Yr + 1J • - —(_,fl i'i: :p( j• 1P Page 13 of 16 YO I I 0' LyI4 V%AA (-) 4i/ JLT 4 ç; Ij M SQR, 8/10/2020 Structural Analysis S002436A Revision 0 TR Page 14 of 16 The values listed below are test results from coupon tests performed in accordance with the noted ASTM Test. MECHANIGALPRPERTIES ASTM UNITS VALUE Tensile Stress, LW D-638 psi 30,000 Tiiie Stress, OVV D-638 psi 7,000 Tensile Modulus, LW D-638 10 PSI 2.5 jle Modulus, OW D-638 10 psi 0.8 Compressive Stress, LW D-695 psi 30,000 Compree Stress, CW D-695 PSI 15,000 Compressive Modulus, LW D-695 10 Si 2,5 ComprssiyeyouIus, CW D-695 10 psi 1 0 Flexural Stress, LW D-790 psi 30,000 D-790 psi 10,000 Flexural Modulus, LW D-790 1O"I -IRS 'L8 Fleu!j'1odulus, CW D-790 10' psi 0.8 Modulus of Elasticity, E Full Section 10 Psi 2.8 Shear Modulus - 10' psi 0.450 Short Beam Shear D-2344 psi 4,500 jich.Shear D7732 psi 101.,000 Bearing Stress LW D-953 psi 30,000 bkd Izod lrnpçt, LW D-26 ft-/in 25 Notched Izod Impact, CW D-256 ft-lbs/in 4' cPHYSICAL PROPERTIES ASTM UNITS VALUE Barcol Hardness D-2583 --- 45 4pyW4er Abption D-570 o max 0.45 ' Density : D-792 lbs/in' .062-070 Coefficient of Thermal Expansion LW D-696 10 inlin/°F 44 ELEcTRlcAL PROPERTIES ASTM UNITS VALUE Arc Resistance,, LW , D-495 seconds 120 Detuc Strength, LW D-149 ky/in 35 Dielectric Strength, PF D-149 volts/mil 200' electric Constant, PF ........................ D-150 @60hz 5 ISOFR and VEFR Fire Retardant Structural Profiles ...LITY PRØPE RTIES ASTM UNITS VALUE Tunnel Test . E-84 Flame Spread 25 max . . . Flbility D-635 - , Non burning LW = Lengthwise CW = Crosswise PF = Perpendicular to Laminate Face Page 15of16, . 8 . . . wwwilbergrate.com I 800-527-4043 BEARING ON FRP Bolt Allowable for Given FRP Plate Thickness (1) MATERIAL THICKNESS 318" 1/2" BOLT DIAMETER 5/8" 3/421 ll 1/8" 469 625 781 938 1250 1/4" 938 1250 1563 1875 2500 3/8" 1406 1875 2344 2813 3750 1/2" 1875 2500 3125 3750 5000 314" 2813 3750 4688 5625 7500 1" 3750 5000 6250 7500 10000 (1) BIL4RJNG on FRP plate or web controls (Factor of Safety = 3.0,' Fp10,000 ps) The designer must confirm that no other component of connection controls. BOLT SHEAR Bolt Allowable for Given Bolt Diameter (2) BOLT TYPE & BOLT DIAMETER APPLICATION 3/8" 1/2" 5/8" 3/4" its 316SS- single shear (3) 1408 2503 3912 5633 10014 316SS- double shear 2816 .5007 7823 11265 20027 FRP threaded rod (4) 300 600 900 1000 2050 single shear FRP threaded rod - 600 . 1200 1800 2000 4100 double shear iiie designer must confirm that no other component of connection controls. SHEAR of bolt controls. Fv=0. 17*FU = 0.17*75.000 psi = 12,750 psi SHEAR of FRP threaded rod controls (Factor of Safety = 4.0). Ultimate valuesfivin Dvnaform Design Guide RATIO OF EDGE DISTANCE TO FASTENER DIAMETER RANGE Edge Distance - cl* bolt to END 2.0-4.0 Edge Distance - cl* bolt to SIDE 1.5-3.5 Bolt Pitch - cl* to cl* . 4.0-5.0 * - "cl" is centerline RECOMMENDED 3.0 2.5 5.0 Page 16 of 16 www.fibergrate.com 800-527-4043 57 ---- __, ---- Hazardous Materials Questionnaire (tF County of San Diego, Department of Environmental Health J P0 Box 129261, San Diego, CA 92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdeh.org cc Record ID #: Not in System Plan Check#: DEH2020-HHMBP-009117 Business Name Business Contact Telephone # Plan File # T-Mobile T-Mobile Project Address City Slate Zip Code APN # 2500 Campbell PL Carlsbad CA 92008 2132610500 Applicant Applicant E-Mail Applicant Telephone # T-Mobile samuel.gudlno©smartlinkgroup.com The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSiFlCATlON:(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: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 0 Organic Peroxides C Water Reactives lB Corrosives O Compressed Gases 0 Oxidizers 0 Cryogenics El Other Health Hazards El Flammable/Combustible Liquids 0 Pyrophorics El Highly Toxic or Toxic Materials 0 None of These O Flammable Solids 0 Unstable Reactives 0 Radioactives PART Il: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMDI: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 92123, or by phone at(858) 505-6700 prior to Issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 10/1512020 YES NO It 0 Is your business listed on the reverse side of this form? (check all that apply). 0 lB 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? 0 lB Will your business handle carcinogens or reproductive toxins in any quantity? 0 lB Will your business use an existing, or Install an underground storage tank? 0 lB Will your business store or handle Regulated Substances (CalARP)? 0 IN Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? 8 o 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 El CalARP Required El CalARP Complete Review Date: PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCDI: If the answer to Question #lls '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 0, 94, 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. YES NO I. 0 lB Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) El 0 Has a survey been performed to determine the presence of asbestos containing materials? 0 0 Will the project Involve handling or disturbance of any asbestos containing materials? 0 181 Will the project involve the removal of any load supporting structural member? 5 El lB Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD facisheet at http:IMww.sdapod.orglinfoifacts/permils.pdf 6 0 0 (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 hltp:I/www.cde.ca.govlre!sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: - S Briefly describe proposed project: Unmanned wireless facility I Cell site modification; SOW: remove/replace antennas, add RRUs. No new I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. El; Fees Acknowledged: El Samuel Gudino 9/2412020 Name of Owner or Authorized Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY.HMD APCD 1 f REVIEVVEO LW S. Khaild 9/25/2020 1,11 A stamp In this box Qfl!y exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. OEH_HMD_Plan_Check_Queslionnaire vl.2 (10/2015) Printed on: 9/25/2020 lB 12:36 PM ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER. DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida, Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Date:91812020 Carlsbad Self Storage Business Name: Street Address: 2500 Campbell Place Email Address:steven.johnsonsmartIinkgroup.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) II7I Check all below that are present at your facility: o Acid Cleaning o Food Processing o Metal Powders Forming o Assembly o Glass Manufacturing o Nutritional Supplement/Vitamin o Automotive Repair o Industrial Laundry Manufacturing o Battery Manufacturing o Ink Manufacturing a Painting/Finishing o Biofuel Manufacturing o Laboratory o Paint Manufacturing o Biotech Laboratory a Machining/Milling o Personal Care Products o Bulk Chemical Storage o Membrane manufacturing Manufacturing o Car Wash (i.e. water filter membranes) o Pesticide Manufacturing/ Packaging o Chemical Manufacturing o Metal Casting/Forming o Pharmaceutical Manufacturing o Chemical Purification o Metal Fabrication (including precursors) o Dental Offices o. Metal Finishing o Porcelain Enameling Dental Schools Electroplating o Power Generation Dental Clinics ' Electróless Plating o Print Shop o Dry Cleaning Anodizing o Research and Development o Electrical Component Coating (i.e. phosphating) o Rubber Manufacturing Manufacturing Chemical Etching/Milling o Semiconductor Manufacturing o Fertilizer Manufacturing Printed Circuit Board o Soap/Detergent Manufacturing o Film/X-ray Processing Manufacturing o Waste Treatment/Storage New Business? YesNo SIC Code(s) if known: Date operation began/will begin:_________________ Tenant Improvement? YesNoI If yes, briefly describe improvement:____________________________________________ Update to existing cell site Description of operations generating, wastewater (discharged to sewer,, hauled or evaporated):______________________________ N/A Estimated volume of industrial wastewater to be discharged (gal/ day): 0.00 List hazardous wastes generated (type/volume):_N/A Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes Date: No Page 1of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT DCI4% SCREENING SURVEY AUTHORM 6200 Avenida Enciflas, Carlsbad, CA 92011 Phone: 760438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Cleaning Services Carpet/Upholstery Childcare Facilities Churches Community Centers Consulting Services Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services Fitness Centers Gas Stations (no carwash/auto repair) Grocery Stores (no film developing) Residential based Businesses Hotels/Motels (no laundry) Laundromats O Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services (no car wash/auto repair) Public Storage Facilities Restaurants/Bars .o Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) CERTIFICATION STATEMENT I c above is true and correct to the best of my knowledge. Sign Print Name: Steven Johnson 9/8'2020 Facility Contact: Steven Johnson Real Estate Specialist ENCINA WASTEWATER AUTHORITY 6200 AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinaipa.com Page 20f2 <7city Of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 - www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. r'JOTE. The following type of permits are not required to fill out-this form Patio •• Decks PME (w/o panel upgrade) • Pool .4 If an item in the checklist is deemed to be not applicableto a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. .4 Details on CAP ordinance requirements are available on the city's website. .4 A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Application Information Project Name/Building Permit No.: T-Mobile Anchor Project BP No.: C2_020 331 Property Address/APN: 213-261-05 Applicant Name/Co.: Steven Johnson/Smartlink Group - Applicant Address: 3131 Keats St. San Diego, CA 92106 . Contact Phone: 562477-871 5 ContactEmail:: steven.johnson@smartlinkgroup.com Contact information of person completing this checklist (if different than above): Name: . Contact Phone: Company name/address: Contact Email: Applicant Date 9/8/2020 B-50 Page 1 of 6 Revised 08/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit.Vàluation worksheet. Building Permit Valuation (BPV) from worksheets $ 35,000 Construction Type J Complete ection(s) LNotes: A high-rise rider I A buildim is 4 or more slorien including a Residential Lo.n rise High-rise rnied use building in .i 0 it least 20% of its conditioned floor area is residential use New construction 2A, 3A, 4A 1 B, 2B, 313, 4A 0 Additions and alterations: BPV < $60,000 N/A. N/A All residential additions and alterations BPV ~- $60,000 1A 4A 4A 1-2 family dwellings and townhouses with attached garages Electrical service panel upgrade only only. *Multifamily dwellings only where interior finishes are removed 0 BPV ::! $200,000 IA, 4A* 1 B, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Nonresiden tial 0 New construction El Alterations: III BPV ~ $200,000 or additions 1,000 • square feet El BPV ~t $1,000,000 16, 2B, 5 ~ 2,000 sq. ft. new roof addition 213, 5 and 5 Building alterations of ~t 75% existing gross floor area 1 B also applies if BPV -~! $200,000 CAP Ordinance Compliance Checklist Item Oh s the aoae be ra n a nor sflp and ev~p_shon tenis ad pr supporl g c.a s at s au oJrrr tati nas nosav 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreén) for more information when completing this section. A. 0 Residential addition or alteration 2 $60,000 building permit valuation. 0 N/A___________________________ See CMC section 18.30.190. . . . 0 Exception: Home energy score 2:7 . •• (attach certification) Year Built Single-family Requirements Multi-family Requirements O Before 1978 Select one: . : 0 Duct sealing 0 Attic insulation 0 Cool roof 0 Attic insulation 1978 and later Select one: 0 Lighting package 0 Water heating Package Between 1978 and 1991 . . Select one: 0 Duct sealing 0 Attic insulation 0 Cool roof 1992 and later . Select one: 0 Lighting package 0 Water healing package B. Nonresidential* new construction or alterations 2 $200,000 building permit valuation, or additions ? 1,000 square feet 0 N/A___________________________ Updated 8/15/2019 • 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix A5, Division A5.2 - Energy Efficiency. A5.203.1.1 Choose one: 0.1 Outdoor lighting 0.2 Warehouse dock seal doors 0.3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) 0 N/A______________________________ 0.4 Daylight design PAFs 0.5 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: 0.95 Energy budget 0.90 Energy budget 0 N/A_____________________________ A5.211.1** 11 On-site renewable energy o N/A______________________________ A5.211.3** 0 Green power (if offered by local utility provider, 50% minimum renewable sources) 0 N/A_____________________________ A5.212.1 0 Elevators and escalators 0 N/A A5.213.1 OSteel framing 0 N/A______________________ * Includes hotels/motels and high-se residential buildings For alterations ~ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaiç> Systems 0 Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B) (high-rise residential) or 18.30.170(B) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional sheets if necessary) CFA #d.u. Calculated kWdc* Exception TotalSystem Size: kWdc kWdc = (CFAx.572) /1,000 + (1.15 x #d.ü.) *Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. [jj] Nonresidential new construction or alterations ?$1,000,000 BPV and affecting 275% existing floor area, or addition that increases roof area by 22,000 square feet Please refer toCMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: 0 Gross Floor Area (GFA) Method GFA: Mm. System Size: kWdc If < 10,000sf. Enter: 5 kWdc If ~: 10,000s.f. calculate: 15 kWdc x (GFA/10,000) ** *Round building size factor to nearest tenth, and round system size to nearest whole number. 0 Time- Dependent Valuation Method Updated 8/15/2019 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use: _ x.80= Mm. system size: kWdc Attach calculation documentation using modeling software approved by the California Energy Commission. R Residential and hotel/motel new construction Please refer to CIVIC sections 18.30.150 and 18.30.170 when completing this section. 171 For systems serving individual dwelling units choose one: tj Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) Heat pump water heater AND PV system .3 kWdc larger than required in CIVIC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) El Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher Solar water heating system that is either .60 solar savings fraction or 40 s:f. solar collectors U Exception: . 171 For systems serving multiple dwelling units, install a central water-heating system with all of the following: U Gas or propane water heating system U Recirculation system per CIVIC 18.30.150(B) (high-rise residential, hotel/motel) or CIVIC 18.30.170(B) (low- rise residential) U Solar water heating system that is either: E1.20 solar savings fraction U .15 solar savings fraction, plus drain water heat recovery U Exception: Nonresidential new construction Please refer to Carlsbad Ordinance CIVIC section 18.3015O when completing this section. U Water heating system derives at least 40% of its energy from one of the following (attach documentation): U Solar-thermal. U Photovoltaics U Recovered energy UWater heating system is (choose one): . . . . . . .0 Heat pump water heater . . . . 0 Electric resistance water heater(s) . . . DSolar water heating system with .40 solar savings fraction U Exception: . . . . . . Updated 8/15/209 1 4 City of Carlsbad Climate Action Plan Consistency Checklist :EiettiIetijëIe ctiaiug . El Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21 .140 when completing this section. DOne and two-family residential dwelling or townhouse with attached garage: []One EVSE Ready parking space required 171 Exception: MuIti-family residential: LI Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculations: Total EVSE spaces =10 x Total parking (rounded up tonearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be "Capable," 'Ready' or "Installed."). *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alteraons have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alteraons have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. j Nonresidential new construction (includes hotels/motels) Total Parking Spaces ______________________ Proposed I Capable I 10 I 2 Calculation: Refer to the table below: Exception: EVSE Spaces ady Installed Total 5. 1 1 1 8 Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces [1 0-9 1 1 [1 10-25 2 1 9 26-50 4 2 9 51-75 6 3 9 76-100 9 5 9 101-150 12 6 9 151-200 17 9 [I 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 8/15/2019 5 City of Carlsbad Climate Action Plan Consistency Checklist 5 Transportation Demand Management (Tbf!)) Nonç,esidenteal ONLY An approved Transportation Demand Management (TDM) 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 or nor your permit requires a TDM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TDM plan based on the permit details. Employee ADT Estimation for Various Commercial Uses _ Office (all)2 20 13 Fsta..r.irit 1 11 Fetailk El 4 IrJu.trtaI 4 3 i Manufacturing 4 .3 4 1 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, 10UEditiOn 2 For all office uses, use SANDAG rate of 20 ADT/1 000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf , . . .20,450 sf I 1000 x 20 = 409 Employee ADT Retail: 9,334 sf . A 1. First l,000sf=.8ADT . . 9,334 sf - 1,000 sf = 8,334 sf (8,334 sf /1,000 x 4.5) + 8= 46 Employee ADT Acknowledgment: I acknowledge that the plans submi be.s ct to the City of Casbad's TransportaOn Demand Management Ordinance. I agree to be contacted should my permit require a a. unders d a n approved TOM plan is a condition of permit issuance. . Applicant Signature: Date 9/8/2020 Person other than Applicant e contacted for TDM compliance (if applicable): . . Name (Printed): . . . Phone Number: Email Address: Updated 8/15/2019 . . 6