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Home My WebLink About1015 CHESTNUT AVE; CS; CBC2018-0073; PermitPrint Date: 05/21/2019 Job Address: 1015 Chestnut Ave, Cs Commercial Permit (Llcioty of Carlsbad Permit No: CBC2018-00.73 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2051902501 Lot #: Applied: 02/07/2018 Valuation: $15,000.00 Reference #: DEV04059 Issued: 05130/2018 Occupancy Group: Construction Type: Permit Finaled: St Dwelling Units: • Bathrooms: Inspector: CRenf Bedrooms: Orig. Plan Check 55: Final Plan Check 55: Inspection: 5/21/2019 1:49:56PM Project Title: US WEST CELLULAR Description: AT&T: REPLACE 6 ANTENNAS & 6 REMOTE RADIOS, ADD 6 REMOTE RADIOS, REPLACE BATTERY CABINET Applicant: Owner: Contractor: DEPRATII INC TRUST COX FAMILY 2001 TRUST 12-19-61 TITAN TELECOM INC TIM HENION 2707 Tiburon Ave 26079 Jefferson Ave Carlsbad, CA 92010-7908 Murrieta, CA 92562-6983 503-519-8591 951-693-9091 BUILDING PERMIT FEE ($2000+) $159.31 BUILDING PLAN CHECK FEE (BLDG) $111.52 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $41.00 FIRE Special Equipment (Ovens, Dust, Battery) $404.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $39.00 SB1473 GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION-COMMERCIAL • . $4.20 Total Fees: $760.03 Total Payments To Date: $760.03 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. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov [THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING DBUILDING DARE DHEALTh DHAZMATIAPCD I Building Permit Application Plan Check N& ,eBC2Dt- 001 3 Est. Value 4 City of 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 I II ir1sIxii. Plan Ck. Deposit email: bUiIdingcarlsbadca.gov (Date 2.-1— 19 swppp www.carlsbadca.gov JOB ADDRESS \c)l) 4050 Chestnut Ave. I SUITE./SPACE*/UNrM I 20519028-di I APN 205 - 190 - 28 - 12 - CF/PROJECT U for.— PNAb 5035198591 14FOFUNITS BUSINsaS NAME CONSTR. TYPE O GROUP Tim Henion JOSEDROOMS IThROOME I AT&T Mobility I V-B B-2 DESCRIPTION OF WORK: Include Square Feet of Affected Area(a) Complete antenna swap on permitted WCF under MCUP 09-12, replace (6) antennas and (6) remote radios and add (6) new remote radios (3) filters and associated ancillary equipment. Replace indoor battery cabinet with new. No visual change to the building facade, no building or ground penetrations or disruption ED USE I GARAGE (SF) FIRESPRINKLERSEXISTING PATIOS (SF) FIREPLACE lAIRcoNDm USE Cell Site Cell Site NA NA 1DECKS(SF) NA ND NC1 YES DNOIZ] IONlNG 't'ESD NOD APPLICANT CANT NAME- AT&T Mobility agent(n He) OWNER NAME Voul Garis Markos & Melpo Family Trust 1264 Basswood Ave DDRESS ADDRESS 4769 Niagara Ave CITY STATE ZIP Carlsbad CA 92008 CITY STATE ZIP San Diego CA 92111 PHONE FAX PHONE FAX 503-519-8591 EMAIL EMAIL thenioncdeprattiinc.com J01 _____________________________________________ DESIGN PROFESSIONAL DCI Pacific (,., COPAR BNAE Ovv- To Be Determined ADDRESS 32 Executive Park kESS 2-6o Cli? STATE ZIP Irvine CA 92614 CRY I STATE ZIP 144 V rr: 40 PHONE 503-519-8591 FAX PHONE I 6 13 I 9((.3o! EMAIL EMAIL thenion(depraftiinc.com _________________________________________________ STATE STA C50547 STATE UCJI 9'' q2-g It Awkd 1cii Bus. uC.# (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 issuãne, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law{Chapter9. commending with Section 7000 of Division 3 of the Bualness and Professions Code) or that he 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 five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Di have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1724 have and will maintain workers' compensation, required by Section 3700 oJhe Labor Code, for the performance of the work for Which this permit is issued. My workers' compensation besrrance cornier and policy numberare:InsuiwnceCo._E5i ( 5 Policy No. 4 /C.L'I/'N/ 'ô2 ExpiralionOate seofon need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the pe 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 work mp on coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100,000), in addition to the cost of compensation, d pro ' for in Section 3708 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE DAGENT DATE o0eGaMn V'000 I hereby affirm that lam exempt from Contractors License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sate (Sec 7044, Business and Prcfessiens 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 ort)rough 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 bunion of proving that he did not build or improve for the purpose of sale). [J I, 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) tensed pursuant to the Contractor's License Law). lam exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement Dyes D'o 2.1 (have/ have not) signed an application fore building pennitfor the proposed woric. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): 4.1 plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name laddress I phone! contractors' license number): 5.1 will provide some of the work, butt have contracted (hired) the following persons to provide the work indicated (include name! address! phone! We of woric): .g'PROPERTY OWNER SIGNATURE _"' I )-Z::::---S IZIAGENT DATE IThE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING DENGINEERING DBUILDING DFIRE DHEALTh DHAZMATIAPCD I (City f Building Permit Application Plan Check 007 1.0 Est. Value I S, a. 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Ccrfrlsbad email: building@carlsbadca.gov Plan Ck. Deposit I Date 2-1— I? Iswppp I www.car)sbadca.gov JOB ADDRESS 4050 Chestnut Ave S ITES/SPACD/UNITS 20519028I I APN 205 - 190 - 28 - 12 ,T/PROJECT S LOT S PHAS NESS NAME ICONSTh.JWE 0CC. GROUP Tim Henion 15035198591 I #BAThR00Ms-7 AT&T Mobility I V-B I B-2 DESCRIPTION OF WORK: Include Square Feet of Afllacted Area(s) Complete antenna swap on permitted WCF under MCUP 09-12, replace (6) antennas and (6) remote radios and add (6) new remote radios (3) filters and associated ancillary equipment. Replace indoor battery cabinet with new. No visual change to the building facade, no building or ground penetrations or disruption EXISTING USE ED USE I GARAGE (SF) PATIOS (SF) I D ECKS (SF) FIREPLACE lAIRCONDITIONING FIRESPRINKLERS Cell Site Cell Site I NA NA I NA YES Nc4 I r-V YESDNOIZJ I SDNO APPUCANT NAME- .- AT&T Mobility agent Tim Henion PROPERTY OWNER NAME Voul Gans Maos & Melpo Family Trust ADDRESS 1264 Basswood Ave ADDRESS 4769 Niagara Ave CITY STATE ZIP Carlsbad CA 92008 CITY STATE ZIP San Diego CA 92111 PHONE 503-519-8591 [FAX PHONE FAX EMAIL thenion(depraftiinc.com were EMAIL DESIGN PROFESSIONAL DCI Pacific CONTRA R BUS. NAM , ADDRESS ADDRESS 32 Executive Park I , CITY STATE ZIP Irvine CA 92614 CITY ( PHONE 503-519-8591 FAX PHONE - EMAIL theniondepraftiinc.com EMAIL n . C SrATE UC. S - C507 P365 "i,.. rn, ,.y . w..,y P.-M...=4 UIWF, improve, aemousn or repair anystructure, priorto Its issuance also requires the applicant for such permit to file a signed statement that he Is licensed pursuant to the provisions of the Contractor's License I.awfChapter 9, commending with Section 7600 of DIvision 3 of the Business and Professions Code) or that he 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 five hundred dollars ($500)). ®®(J Workers' Compensation DeclaratIon: lhereby affirm under penallyof perjury one of the follearing dedemilans: RI have and adllmainodnaca compersallm by Section 3700of the Labor Code, for the pedomenoeofthe work ftrwhJththspomst is js I have and will maintain workers' compensation, as required by Section 3700 of the Labor Coda, for the performance of the work forwhtrli this permit is issued. Mywiskers' compensation insurance corder and po&y number are: Insurance Co. Policy No. Expiration Date_________________ section need not be completed If the pemrll Is for one hundred dollars ($100) or less. Certificate of Exemption:l certify that inthe performance of the work for which this permit is Issued. I shall not employ any person In any mannerso asto became sub untlothe Waiters' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil tines up to one hundred thousand dollars (6100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE DAGEP/T DATE ®O()@(i) @ 100G9 I hereby affirm that! am exempt fronr ContreclorlsUcenseLow for the fo!!owh'rg reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or otlered for sale (Sec. 7044, Business and Professors Code: The Contractor's License Law does not apply loan owner of propeity who builds or improves thereon, and who does such work himself or through his own employees, provided that such bnprovemenbare not intended oroffered Ice 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). 0 I, as owner of the property, am exclusively contracting wilJr licensed contractors to construct the piclect (Sec. 70% Business and Professions Code The Coritiador's License Law does not apply foan owner of properly who builds or improves thereon, and contracts for such prcecis with contractor(s) licensed PumuoMb the Conlractoi'sucenseLae). [J lam exempt under Section Business and Profession Code for this reason: 1.1 personally plan to provide the major labor and inaterlals for construction of the proposed property improvenwni. DYes Ob 2.1 (have/hove not) signed an application for abulldlng permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address! phone lcontxactces license number): 4.1 plan to provide portions of the work but I have hired the followIng person to coordinate, supervise and provide the now *0th fodude nun / address / phone lconfractoqs' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (Include name / address / phone /typo of work): £PROPERTY OWNER SIGNATURE ' AGENT DATE MD0911131VIR l?1110 O®() (®(? ®!)0Q®0()@ 900GIOU5 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and preverdkxr prograrn under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant orfuture building occupant required to obtain a painrit from the air pollution control district or air quality management district? Yes No Is the facility to be constructed wIthin 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. G(®Ol1@ (®@ I hereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lenders Name Lender's Address 0c31? @000®t1 I certilythat I have mad the spirkaft and statellratthe abmie Information iscorrectand Wthe information on the plane Is accurete6l WmtD wm*vftall Cilyordinancesand Sister lam re holding construction. I hereby authodea representatha of the City of Cadobad toenterupon the abusirarlbnedpinge,ty1mispedbn purposes IALSO AGREETO SAVE, INDEMNIFYAND KEEP HARIAESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY INA YWAYACCRUEAGNNSTSAIDCIIYINCONSEQUEMCEOFThE GRANTING OF THIS PERMIT. OSHAM OSHA permit is requited for excavations over5V deep and demolilionwconstruction of structures over3 slow ic height EXPIRATION: Every pennitissied byte Building affisbl underthe provisionsol'this do tabsn and become nuT and void Ithe tai*iingcrwrek aulhorkedbym Mis notoctun wifl*i l8o days from the dateofsith poddll Willing authrortaedbysuthperMisedorabandonedManytharaerrewkis.un.1.ctIfcraper18Oda(Sedbsi 1084.4LhdbmBu*thigCode). Z'APPLICANFS SIGNATURE \. L__ DATE 17 ( ( Imi STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects Only) Fax (760) 602-8560, Email buiIdingcar1sbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Catifonils 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANTS BUS. UC. No. DEUVERYOPI1ONS PICK UP. CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. ) MAIL TO: CONTACT (Usted above) OCCUPANT (Listed above) ASSOCIATED CB# CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION .'APPUCANVS SIGNATURE DATE Permit Type: BLDG-Commercial Application Date: 02/07/2018 Owner: TRUST COX FAMILY 2001 TRUST 12-19-01 Work Class: Tenant Improvement Issue Date: 05/30/2018 Subdivision: PARCEL MAP NO 12574 Status: Closed - Finaled Expiration Date: 10/30/2019 Address: 1015 Chestnut Ave, Cs • Carlsbad, CA 92008-2563 iVR Number: 9388 Scheduled Actual Inspection Type Inspection No. Inspection StatusV Primary Inspector Reinspection Complete Date Start Date 0510312019 0510312019 BLDG-14 090822.2019 Passed Chris Renfro Complete Frame/Steel/Bolting/ Welding (Decks) BLDG-Building Deficiency Yes 0512112019 0512112019 BLDG-Final • 0924862019 Passed Andy Krogh • Complete Inspection • V Checklist Item COMMENTS V Passed V BLDG-Struètural Final V V Yes BLDG-Electrical Final Yes May 21,2019 V Page lofi EsGil A SAFEbuIttCornpany DATE: 4/30/2018 ci APPLICANT U JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #. :cBC2i8007aiI'7 SET: II PROJECT ADDRESS: 1015 Chestnut Ave. PROJECT NAME: AT&T SD0475 (L,TE 4C 5C 6C) Carlsbad The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII 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. 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 are being 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. E 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. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by:'tf) Email: Mail Telephone Fax In Person ,REMARKS: Only- / revisèd'shiet-TOI SOt andSO2iat büildi depi eiit)intoCity Fset'(atbuildingiiiiiti V rt By: David Yao Enclosures: EsGil 4/23/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGV/il A SAFEbulittompany DATE: 2/20/2018 JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0073 SET: I PROJECT ADDRESS: 1015 Chestnut Ave. PROJECT NAME: AT&T SD0475 (LTE 4C 5C 6C) Carlsbad APPLICANT URIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 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. 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 are being 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. The applicant's copy of the check list has been sent to: AT&T Mobility 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: Tim Henion Telephone #: 503-519-8591 Date contacted: 41 (by14'i' Email: thenion@deprattiinc.com Mail Telephone Fax In Person III REMARKS: By: David Yao Enclosures: EsGil 2/8/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0073 2/20/2018 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK #.: CBC2018-0073 OCCUPANCY: B? TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: ? REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 2/7 DATE INITIAL PLAN REVIEW COMPLETED: 2/20/2018 JURISDICTION: City of Carlsbad USE: office? ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/8/18 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2016 CBC, which adopts the 2015 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBC2018-0073 2/20/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. Sheet SOt S02 and first sheet of the structural calculation was not signed by the engineer. 2. What is the use of the building? Office? Please specify on the plan. Sec. 107.2. Provide calculation to show the typical splice detail 10/S02 is adequate to support the design load. What is the thickness of the splice plate? Please specify on the plan. Provide information to show LTP4 is adequate to support design load at web connection. What is the existing leger for the truss? Provide information to show the existing ledger is adequate to support the design load. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: IJ Yes E3 No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to City of Carlsbad CBC2018-0073 2120/2018 perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil. Thank you. 4 City of Carlsbad CBC2018-0073 2/20/2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0073 PREPARED BY: David Yao DATE: 2/20/2018 BUILDING ADDRESS: 1015 Chestnut Ave. BUILDING OCCUPANCY: B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) cell site revisions per city 15,000 Air Conditioning Fire Sprinklers TOTAL VALUE 15,000 Jurisdiction Code I cb I By Ordinance Bldg. Permit Fee by Ordinance 'V Plan Check Fee by Ordinance V I $158.941 I $103.311 Type of Review: E Complete Review D Structural Only D Repetitive Fee Repeats D Other El Hourly Hr. @ * EsGil Fee I $90.601 Comments: Sheet of Response Letter To: EsGil, David Yao RECEIVED APR 19 2018 CITY OF CPRLSBAO BUILDING DIVISION Carlsbad Permit #CBC2018-0073, 1015 Chestnut Ave, AT&T SD0475 Carlsbad All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. Sheet SOI. S02 and first sheet of the structural calculation was not signed by the engineer. S sheets are stamped and signed What is the use of the building? Office? Please specify on the plan. Sec. 107.2. Sheet T 0 Bulidina Code'into updated to show the bufldina use; Professional SeMces Provide calculation to show the typical splice detail 1O/S02 is adequate to support the design load. What is the thickness of the spice plate? Please specify on the plan. The splice calculation is shown on Page 4, titled Bottom Chard Slice, see I0!S2 for plate thickness Provide information to show LTP4 is adequate to support design load at web connection. The 1 TPA in not inten-dedtransfer !oadtto chord. It is a norarshnal oece Ot 4... 4h..cocz Tk.. k. ;k.... ...I. a iUt UUI L LI LI IL L%MLI II. I $ IL. II LaL. I LI L$$ I,IL.I I L.LI LIII LI LI IL. •UL.J,J LIII shear via the SDS screws. Sea caiculations oaue 4.10 What is the existing lager for the truss? Provide information to show the existing ledger is adequate to support the design load. Field investation revealed that the existing wall construction is wood stud, not CMU, as we initially showed. One end of the truss bears on existinQ wood stud wal. The other beers on an existini steel beams See calculation on pane 5 for beam analysis. To speed up the review process, please note on this list (or a copy) where each correction tem has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. SEE ABOVE Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. I there are other changes, olease briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No A104 sojmoq October 26, 2009 S Jim Kennedy TAlC 9089 Clairmont Mesa Boulevard, Suite 200 San Diego, CA 92123 RECEIVED JAN 72078 CITY OF BuILb,NRLs84o FILE of Carlsbad SUBJECT: MINOR CONDITIONAL USE PERMIT NO. MCUP 09-12 - AT&T S00475 - CARLSBAD (REPLACES CUP 94-04x2) - Request for approval of a Minor Conditional Use Permit (MCUP 09-12 replaces CUP 94-04x2); to allow the continued operation of a Wireless Communication Facility (WCF), consisting of twelve panel antennas entirely hidden behind an existing rooftop parapet and existing equipment cabinets located within the building, located at 1015 Chestnut Avenue, in the R-P-Q Zone and Local Facilities Management Zone 1. Dear Jim Kennedy, The Planning Director has completed a review of your application for a Minor Conditional Use Permit MCUP 09-12 - AT&T SD0475 Carlsbad for the continued operation of a Wireless Communication Facility (WCF) consisting of twelve panel antennas entirely hidden behind an existing rooftop parapet and existing equipment cabinets located within the building, located at 1015 Chestnut Avenue. A notice was sent to property owners within a 300' radius of the subject property requesting comments regarding the above request. Nd comments were received within the ten day notice period (ending on October 16, 2009). After careful consideration of the circumstances surrounding this request, the Planning Director has determined that the four findings required for granting a Minor Conditional Use Permit can be made and therefore, APPROVES this request based on the following findings and conditions. Findings That the requested use is necessary or desirable for the development of the,community, and is in harmony with the various elements and objectives of the general plan, including, if applicable, the certified local coastal program, specific plan or master plan in that (a) the use is necessary and desirable for the development of the community because of the benefit and demand for digital communications and data transmissions for businesses, individuals, public agencies and emergency services systems in this part of the City; (b) the existing use is consistent with the General Plan in that the T-RIO (Travel Recreation/Office) General Plan Land Use designation does not preclude the provision of the Wireless Communication Facility (WCF) uses. The WCF is consistent with City Council Policy No. 64, Wireless Communication Facilities, in that it is in a preferred non-residential location and has a stealth design. The project's location and stealth design comply with General Plan objectives that seek to maintain and enhance Carlsbad's appearance. 2. That the requested use is not detrimental to existing uses or to uses specifically permitted in the zone in which the proposed use is to be located in that the existing WCF is located within a preferred location as listed in the Location Guidelines A.1.b. of 1635 Faraday Avenue • Carlsbad. CA 92008.7314 • (760) 602.4600 9 FAX (760) 602.8559 • www.ci.carlsbad.ca.us MCUP 09-12 - AT&T SD0475 - CARLSBAD October 26, 2009 Page 2 City Council Policy No. 64 (commercial zone) and all aspects of the WCF exhibit stealth design and are completely hidden by existing improvements. The WCF use Is not precluded by the project sites Residential Professional (RP) zoning. Furthermore, the existing WCF will not result in additional building coverage, does not alter the site or building design, and does not Interfere with nor is It visible to other surrounding uses. That the site for the proposed conditional use is adequate in size and shape to accommodate the yards, setbacks, walls, fences, parking, loading facilities, buffer areas, landscaping and other development features prescribed in this code and required by the Planning Director in order to integrate the use with other uses in the neighborhood in that the WCF antennas and equipment cabinets, which are stealth in design, are an existing use and no modifications are being proposed. The original approval of the Conditional Use Permit (CUP 94-04) was permitted on July 6, 1994. That the street system serving the proposed use is adequate to properly handle all traffic generated by the proposed use in that the unmanned WCF requires, on average, only monthly maintenance visits and occasional visits in response to operational problems. S. That the proposed WCF is Consistent with City Council Policy No. 64 in that it is located in a preferred location (commercial zone) as listed in Location Guidelines A.1.b. of City Council Policy Statement No. 64 and exhibits stealth design, as the panel antennas are located behind an existing rooftop parapet and the supporting equipment cabinets are located inside the building and screened from public view. Furthermore, the project has been conditioned to maintain compliance with FCC RF Exposure Guidelines. That the Planning Director has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant Impact on the environment, and It is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15301 - existing facility, of the state CEQA Guidelines. In making this determination, the Planning Director has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project. Additionally, as AT&T must comply with FCC regulations, radio frequency emissions from the proposed facility are below levels established as acceptable by the FCC, and are therefore not considered a health hazard. In making this determination, the Planning Director has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project. The Planning Director has reviewed each of the exactions imposed on the Developer contained in this resolution, and hereby finds, in this case, that the exactions are imposed to mitigate impacts caused by or reasonably related to the project, and the extent and the degree of the exaction is in rough proportionality to the impact caused by the project. Conditions: 1. Approval is granted for MCUP 0942 - AT&T S00475 —CARLBAD as shown on Exhibits "A" - "J" dated October 19, 2009 on file in the Planning Department and incorporated herein by reference. Development shall occur substantially as shown unless otherwise noted in these conditions. MCUP 09-12 - AT&T S00475 - CARLSBAD October 26, 2009 Page 3 If any of the following conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all future building permits; deny, revoke, or further condition all certificates of occupancy issued under the authority of approvals herein granted; record a notice of violation on the property title; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No vested rights are gained by Developer or a successor in interest by the City's approval of this Minor Conditional Use Permit. Staff is authorized and directed to make, or require the Developer to make, all corrections and modifications to the MCUP 09-12 documents, as necessary to make them internally consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development different from this approval shall require an amendment to this approval. The Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney's fees incurred by the City arising, directly or indirectly, from (a) City's approval and issuance of this Minor Conditional Use Permit, (b) City's approval or issuance of any permit or action, whether discretionary or non-discretionary, in connection with the use contemplated herein, and (C) Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the facility of electromagnetic fields or other energy waves or emissions. The Developer shall comply with all applicable provisions of federal, state, and local ordinances in effect at the time of building permit issuance. This project shall comply with all conditions and mitigation measures, which are required as part of the Zone I Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits. All conditions of approval imposed upon Conditional Use Permit CUP 94-04x2 as stated in Planning Commission Resolution No. 5671 shall apply as conditions of approval for MCUP 09-04 and are incorporated by this reference, except Condition No. 2 which is replaced by Condition No. 9 below. MCUP 09-12 shall be reviewed by the Planning Director on a yearly basis to determine if all conditions of this permit have been met and that the use does not have a substantial negative effect on surrounding properties or the public health, safety and general welfare. If the Planning Director determines that: 1) the minor conditional use permit was obtained by fraud or misrepresentation; or 2) the use for which such approval is granted is not being exercised; or 3) the conditions of approval have not been met; or 4) the minor conditional use permit is being or recently has been exercised contrary to any of the terms or conditions of approval; or 5) the use for which such approval was granted has ceased to exist or has been suspended for one year or more; or 6) the use is in violation of any statute, ordinance, law or regulation; or 7) the use permitted by the minor conditional use permit is being or has been so exercised as to be detrimental to the public health, safety or welfare or so as to constitute a nuisance, the Planning Director C MCUP 09-12 -AT&T SD0475 - CARLSBAD October 26, 2009 Page 4 shall hold an informal public hearing and after providing the permittee the opportunity to be heard, the planning director may revoke and terminate the minor conditional use permit in whole or in part, reaffirm the minor conditional use permit, modify the conditions or impose new conditions. This Conditional Use Permit is granted for a period of ten years from October 19, 2009 through October 18, 2019. This permit may be revoked at any time after a public hearing, if it is found that the use has a substantial detrimental effect on surrounding land uses and the public's health and welfare, or the conditions imposed herein have not been met. This permit may be extended for a reasonable period of time not to exceed ten years upon written application of the permittee made no less than 90 days prior to. the expiration date. The Planning Commission may not grant such extension, unless it finds that there are no substantial negative effects on surrounding land uses or the public's health and welfare. If a substantial negative effect on surrounding land uses or the public's health and welfare is found, the extension shall be denied or granted with conditions which will eliminate or substantially reduce such effects. There is no limit to the number of extensions the Planning Commission may grant. If any condition for construction of any public improvements or facilities, or the payment of any fees in-lieu thereof, imposed by this approval or imposed by law, on this residential housing project are challenged this approval shall be suspended as provided in Government Code Section 66020. If any such condition is determined to be invalid this approval shall be invalid unless the City Council determines that the project without the condition complies with all requirements of law. Owner/Applicant shall submit to the City a Notice of Restriction to be filed in the office of the County Recorder, subject to the satisfaction of the Planning Director, notifying all interested parties and successors in interest that the City of Carlsbad has issued a Minor Conditional Use Permit on the real property owned by the owner/applicant. Said Notice of Restriction shall note the property description, location of the file containing complete project details and all conditions of approval as well as any conditions or restrictions specified for inclusion in the Notice of Restriction. The Planning Director has the authority to execute and record an amendment to the notice, which modifies or terminates said notice upon a showing of good cause by the owner/applicant or successor in interest. Developer shall report, In writing, to the Planning Director within 30 days, any address change from that which is shown on the permit application. Engineering: Developer shall comply with the City's Stormwater Regulations, latest version, and shall implement best management practices at all times. Best management practices include but are not limited to pollution treatment practices or devices, erosion control to prevent silt runoff during construction, general housekeeping practices; pollution prevention and educational practices, maintenance procedures, and other management practices or devices to prevent or reduce the discharge of pollutants to stormwater, receiving water or stormwater conveyance system to the maximum extent practicable. Developer shall notify prospective owners and tenants of the above requirements. MCUP 09-12 - AT&T S00475 - CARLSBAD October 26, 2009 Page 5 Code Reminders: 14. Approval of this request shall not excuse compliance with all applicable sections of the Zoning Ordinance and all other applicable City ordinances in effect at time of building permit issuance, except as otherwise specifically provided herein. NOTICE Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." You have 90 days from the date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure 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 charges, 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 limitations has previously otherwise expired. This decision may be appealed by you or any other member of the public to the Planning Commission within ten days of the date of this letter. Appeals must be submitted in writing to the Planning Department at 1635 Faraday Avenue in Carlsbad, along with a payment of $613.00. The filing of such appeal within such time limit shall stay the effective date of the order of the Planning Director until such time as a final decision on the appeal is reached. If you have any questions regarding this matter, please feel free to contact Chris Sexton at (760) 602-4624. Sincerely, 46117Y TTA BARBERlO Assistant Planning Director GTB:CS:sm C: Michele Masterson, Senior Management Analyst Christer Westman, Senior Planner Chris DeCerbo, Team Leader Mike Peterson, Community Development Glen Van Peski, Development Services David Rick, Project Engineer File Copy Data Entry next 4step D($GN INC NSD Job No. 19-441 APR 19 2018 CITY OF CARLSBAD BUILDING DIVISION Structural Calculations For: Equipment Upgrade for: AT&T Wireless Services Site Number: SD0475 Site Name: Carlsbad 1015 Chestnut. Ave #D3 Carlsbad, CA 92008 with plan check comment responses 'Wi CBC20 18-0073 1015 CHESTNUT AVE # CS AT&T: REPLACE 6 ANTENNAS & 6 REMOTE RADIOS, ADD 6 REMOTE RADIOS, REPLACE BATTERY CABINET DEV04059 2051902501 4/19/2018 400 Lake Forest, CA 92630 CBC20I 8-0073 Fax: 949.457.9375 EW next jstep DESIGN INC Plan Check Comment Responses Project: Carlsbad Date: April 18, 2018 Address: 1015 Chestnut Ave Plan Check No.: CBC2018-0073 Comment # Response 3 The splice calculation is shown on page 4, titled. "Bottom Chord Splice". See 10/S2 for plate thickness. 4 The LTP4 in not intended to transfer load to chord. It is just a nominal piece of hardware to tie the pieces together. The force is transferred through the webs through shear via the SDS screws. See catc on page 4.10. 5 Field investigation revealed that the existing wall construction is wood stud, not CMU, as we initially showed. One end of the truss bears on the existing wood stud wall. The other bears on an existing steel beam. See calc on page 5 for beam analysis. next : Hep INC Project: 19-441 Date: Apr-2018 Page ioc Table of Contents Design Criteria 1 Design Loads 1 Lateral Loads 2 Existing Floor Framing Analysis 3 Equipment Anchorage 6 Lateral Analysis 7 Reference Documents R Project Scope These calculations are to determine the ability of an existing structure to support additional telecommunication equipment. These calculations also determine the required anchorage for the proposed equipment cabinets. Analysis Results: The structure is adequate to support the proposed additions The structure requires a retrofit to support the proposed additions The following item requires a retrofit to support the proposed additions: X two wood trusses supporting proposed equipment ____ A significant seismic upgrade is required to support the proposed additions 11 neXt jStE'P DESIGN INC Project: Dare: Page 19-441 Jan-2018 Design Criteria Design Code: California Building Code, 2016 Edition Lumber: Visually Graded Douglas Fir Sawn lumber No. 1 Hardware: Simpson Strong-Tie Building Parameters Roof height 36.0 ft Building area 1,700 sq ft Equipment height 23.5 ft Perimeter wall length 172 ft Building length 70.0 ft Building width 32.8 ft Design Loads I Existing Floor Loads: Existing Exterior Wall: Flooring 1.00 psf 8" CMU 84.0 psf Sht'g 2.50 psf Furring 3.00 psf 1" topping 9.20 psf 87.0 psi Framing 3.00 psf Misc 2.30 psi 18.0 psf Live load 50.0 psi Total load 68.0 psf EauiDment Loads: Cabinet Type Length (in) Depth (in) Height (in) Weight (Ibs) Plan area (sq it) effective wt (Ibs) Quantity (ea) A/C 20.00 20.00 72.00 450 2.78 311 1 Power 26.00 18.00 72.00 3000 3.25 2838 1 Battery 21.00 14.00 72.00 3000 2.04 2898 1 RBS 24.00 18.00 72.00 600 3.00 450 1 Router Rack 21.00 15.00 72.00 450 2.19 1 341 1 Fiber Cabinet 25.00 24.00 72.00 800 4.17 I 592 1 LIE Rack i 20.00 i 18.00 i 72.00 450 2.50 325 1 10101 weugrit Juu Live load 50.0 psf VW Vi next 01 'tep DESIGN INC Project: 19-441 Date: Jan-2018 Page 2 Input Data: Bldg Height (hn) Soil Site Class Risk category Ss Si F SDC (0.1 sec) SDC (1.0 sec) L.F.R.S. R W Cd CI X Ii ap (components) RP (components) p (components) z (components) Seismic Loads 36.0 ft D CBC sec 1613.3.2 2 (ASCE 7 table 1.5-1) 1.14 g . USGS .438 g USGS 1.04 CBC table 1613.3.3(I) 1.56 CBC table 1613.3.3(2) D CBC table 1613.5.3(1) D CBC table 1613.5.3(2) Special reinforced masonry shear walls 5.00 ASCE 7 table 12.2-1 2.50 ASCE 7 table 12.2-1 3.50 ASCE 7 table 12.2-1 .02 ASCE 7 table 12.8-2 .75 ASCE 7 table 12.8-2 12.0 sec ASCE 7 fig 22-12 1.30 ASCE 7 sec 12.3.4.2 1.00 ASCE 7 table 13.6-1 2.50 ASCE 7 table 13.6-1 1.00 ASCE 7 sec 13.1.3 23.5 ft Equipment elevation Note: All references are to the Code unless otherwise noted Calculated Values: SMS = Fa Ss 5M1 =FvS1 S05 = 2/3 SMS S01 = 2/3SM1 Building: Ta .8 Ts Cs Cs max Cs mm Non-Structural Attachments: 1.19 CBC eqn 16-37 .684 CBC eqn 16-38 .79 CBC eqn 16-39 .456 CBC eqn 16-40 1.00 (ASCE 7 table 1.5-2) .294 ASCE 7 eqn 12.8-7 .460 .159 ASCE 7 eqn 12.8-2 For Building: .310 ASCE 7 eqn 12.8-3&4 VULT = .206 x W .010 ASCE 7 eqn 12.8-5&6 VASD .147 X W FP 0.293 x W ASCE 7 eqn 13.3-1 For Non-Structural Components: F MAX 1.270 x W ASCE 7 eqn 13.3-2 vu11 = .293 x W Fp MIN 0.238 X W ASCE 7 eqn 13.3-3 VASD = .209 x W FP 0.293 x W ASD = .170 X W 'a next :41SteP \ OE5IGN, INC SD0475 Carlsbad Project: 19-441 Date: Jan-20118 — Page: 3 Equipment Room Framing Plan (L) (E) I 80 0 I 1200j I II 7 r I I ii 12O (TYP) (E) II [ 6OO#iI I I :(E) #:I (E) F111n l I 3ODOj I I 145001 I I 1 I I I I I I(ECMWALL I I I ci I I ] ci I III I I I I I I I I 1. I I I I I I I I I 1l (E)I I I I t 450#I I I I I I I I I I I I I I I r KEY PLAN Project: 19-441 Date: Jan-2018 Page 3.1 next step DESIGN INC Equipment Load Distribution Joist J-1 Dist to adjacent joist 2.00 Equipment Effective wt (Ibs) Dist from joist (It) Dist along joist (ft from left) Adjacent joist reaction (Ibs) Reaction to joist i-i (Ibs) Fiber Cabinet 592 1.5 23.17 444 148 LIE Rack 325 1.8 25.33 298 27.1 FT-4 CD CL / /- - cr - - - CD CL - - I— 0 0. - /- cr - --- -- ---- - --------- -i-- \- / - CL I- - CD - - I- - 0 - 0. I. CD -9 17 - > I> 5- Joint Coordinates and Temperatures 5 Label X rrn V llfl Temn Ifl 1 .25 2 2 28.75 0 0 3 3 0. 1.708333 0 4 4 2.9 0 0 5 5 5.8 1.708333 0 6 6 8.7 0 0 7 1 7 11.6 1.708333 0 A... 8 14.5 -0. 0 9 9 17.4 1.708333 0 10 10 20.3 0 0 11 11 23.2 1.708333 0 12 12 1 26.1 -0. 0 13 13 29 1.708333 1 0 - Member Primary Data Label I Joint J Joint Rotate(deal Section/Shaoe Tvoe Desian Ust Material Desian Rules Ml 4 3 web Beam Rectanciular DF Larch Typical .1... M2 4 5 web Beam Beam ...R..tngjiaL. Rectangular OE Larch .j:ypical .1.. M3 6 5 web DF Larch Typical M4 6 7 web Beam Rectangular DF Larch Tvical M5 8 7 web Beam Rectangular I OF Larch Typical M6 8 9 web Beam Rectang!ar I OF Larch ...jypical 7 M7 10 9 web Beam Rectangular I DF Larch Typical M8 10 11 web Beam ..Rectangular OF Larch Tyical .1... M9 12 11 web Beam DF Larch _iypical 10 MID 12 13 web Beam Rectangular DF Larch iypical 11 MuI 1 1 4 btm chord I Beam Rectangular DFjrch _J:ypical 12. M12 4 6 btm chord Beam I RectangMi.. DF Larch Typical ii. M13 6 8 btm chord Beam Rectangular DF Larch .j:ypical 14 1 MI4 8 10 btm chord Beam .Rectangular. DF Larch Tycical M15 10 12 btm chord Beam Rectangular L Typical M16 12 2 btm chord Beam Rectangular flE lji _Ijal P M17 3 5 top chord Beam Rectangular OF Larch _Iypical M18 5 7 top chord Beam Rectangular OF ...arch Typical ii M19 7 9 .top _chord Beam Rectangular I OF Larch Typical 20 1 M20 9 11 top chord Beam I Rectangular I DF Larch 1:ypiQaLJ 21 1 M21 1 11 13 _Jgp chord Beam I Rectangular I DF Larch _IypicaIj - Wood Section Sets Label Shaoe Tvoe Desian List Material IDesian Rules A Fln21 I fl71rn 1i I In ism IinA 1 1 toD chord 2X6 Beam Rectanaularl DF Larch Typical 8.25 1.547 20.797 2 btm chord 2X6 Beam RectangulaiDF Larch Typical 1 8.25 1.547 20.797 3 web 2-2X4 Beam Rectangular OF Larch Typical 1 10.5 7.875 10.719 ..j.. top 1.75X5.5FS Beam Rectangular Micro Typical 1 9.625 2.456 24.263 ..L btm 1.75X5.5FS Beam Rectangular Micro Typical 19.625 _2,456 24.263 Basic Load Cases Member Point Loads (BLC I : Dead) RISA-2D Version 9.0.0 [G:\AT&TSD0475 Carlsbad1-CalcsJ-1.R2D] Page 1 Member Distributed Loads (BLC I : Dead) - - Member Label Direction Start MagnitudeiJbift.. End Maanhtudellb!ftd. Start Locationlft.%1 End LncatinnFft°A.1 I M17 1 V -36 -36 0 0 I M18 V -36 -36 0 0 _... M19 V -36 -36 0 A... M20 V -36 -36 0 0 _&.. M21 -36 -36 1 0 1 0 Member Distributed Loads (BLC 2 Live) Member Label Direction Start Maanitudellb!ft... nd Maanhtudelib!ft.d. Start cationift %I End Lnratinnrftq&1 _t... M17 V -100 -100 0 0 M18 V -100 -100 0 0 M19 Y -100 -100 0 0 M20 V -100 -100 0 0 _... M21 V -laD -100 1 0 0 Load Combinations Descriotion Sol ... PDelta SRSS BLC Factor BLCactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor I I I dead+Iive I"es I Y I I I I I I 2 I I Member Section Forces LC Member Label Sec Aial1lb1 Sher1lh1 Mnmpnirlr..ffl ....L. Ml 1 -3533.166 -120.404 -.148 2 2 -3535.346 -116.703 .052 3 -3537.526 -113.003 .245 4 _1_.. M2 1 3118.486 82.63 .121 5 2 3116.306 78.929 -.015 3 3114.126 75.229 -.144 _Z_. _L. M3 1 -1661.973 -50.597 -.052 8 2 -1654.153 -46.897 .03 9 3 _...656.333 -43.196 .106 10 _....L.. M4 I - 0.064 52.532 .034 11 2 - 57.884 48.831 -.051 3 - 525.704 45.131 -.13 JL _L... M5 1 -123.624 -57.76 -.037 14 2 -125.804 -54.059 .057 3 -127.984 -50.358 .145 16 1 M6 1 -34.439 58.325 .037 17 2 -36.619 54.624 -.058 ii 3 -38.799 50.924 -.147 19 ...j_... M7 1 1427.024 -49.077 -.027 20 2 1424.844 -45.377 .052 21 3 1422.664 -41.676 .125 22 .....j..... M8 1 1 .1519.87 38.832 .039 23 2 -1522.05 35.132 - 3 -1524.23 31.431 -.079 25 1 ..j....... M9 1 3259.412 -100.247 -14 26 2 3257.232 -96.546 .026 27 3 3255.052 -92.845 .185 .Z.. ...J...... MID 1 -3723.835 133.627 .16 29 2 -3726.015 129.926 -.062 30 - 3 -3728.195 126.226 -.277 Mill 1 0 0 0 32 2 0 -2.657 .002 33 - 3 0 -5.314 .007 34 .....L.. M12 1 -5750.551 32.135 .034 35 - 2 -5750.551 26.32 -.051 36 - 3 -5750.551 20.504 -.119 iL ...J........ M13 L...... -8490.829 9.75 -.102 RISA-21D Version 9.0.0 [G:.AT&TSD0475 Carlsbad1-CaIcsJ-1.R2D] Page 2 Member Section Forces (Continued) 3.7 IC Member Label Sec Axialilbi Shearfibi Momenhlk-ftl 38 - 2 -8490.829 3.935 -.122 39 3 -8490.829 -1.881 -.125 40 1 M14 1 -8567.366 3.269 -.124 41 2 -8567.366 -2.546 -.125 42 3 -8567.366 -8.362 -.109 43 1 M15 1 -6033.876 -19.711 -.121 44 2 -6033.876 -25.526 -.055 45 3 -6033.876 -31,341 .027 46 ..j...... M16 1 0 5.314 .007 47 2 0 2.657 .002 3 0 0 0 49 ..1...... M17 1 -2811.891 376.122 .245 50 1 2 -2811.891 -24.094 -.266 T. 3 -2811.891 -424.309 .385 52 1 M18 1 1286.718 417.075 .347 -gi 2 1286.718 16.86 -.283 54 3 1286 718 -383.356 .249 55 1 M19 1 2716.18 401.472 .263 56 2 2716.18 1.257 -.321 57 3 2716.18 -398.959 .256 58 .....j..... M20 1 1450.465 376.073 .234 59 ____________________ 2 1450.465 -24.142 -.276 60 3 1450.465 1 -424.358 .374 ..i.. _i..... M21 1 -2641.473 560.205 .48 62 ___________________ 2 -2641.473 ±--11.99 -.32 63 3 -2641 .473 1 -409.926 .277 - Member Wood Code Checks I ( Member Shano iiC May I n1ffi Shear Locfftl FcFksil FtIksi1 F&lksfl F/Ikai1 RR (I (P Pen _j.. I Ml 2-2X4 i 3. .JIL _Q. 1.43 1.013 .JL _..1_ 2 1 M2 2-2X4 4L 3.Q .12i ....Q... 1.43 1.013 .jj.. .L i. L. I ..J4L 2-2X4 2 3 ...t_ 1.43 t013 ....LL ia _i_ ..12L IL 4 1 M4 2-2X4 .J.L. ZL _p.... 1.43 1.013 ..LL _1_ .12L j_ I M5 2-2X4 3. J.L _p_ 1.43 1.013 _.LL k _1_ i ..i. I M6 2-2X4 i& 3. QM. _p_ 1.43 1.013 .J.L 93 _1_. 89 .ai 7 1 M7 2-2X4 .1.21 3 Z4.. _P_ 1.43 1.013 j. 3 _1_ A2L .j I M8 2-2X4 247 3. _P...... 1.43 1.013 .1.5 _1_ .j L. I M9 2-2X4_ iQ.. 3 ..i.l. ....20 j.. _Q_. 1.43 1.013 .1.5 3.963 _i - .j 39-3 10 1 MIO 2-2X4 ....Q.... 1.43 1.013 .1.5 IQ 1. i_ .829.. 3.9-1 ii. I Mu 2X6 _j .ILQ Z. .911 .878 .1.3 &.ii. _1_ jZ. I M12 2X6 .4I ..L i.... 229 .878 ,j. 13.044 _1 - 39 3.9-1 IL I 1 M13 2X6 12 4.853 11 1_Q_ .229 Zi J.L .095 113.044 _1 - 39 39-1 IL I 1_Mii_ 2X6 1.338 1._7 .016 5.8 ..L ZL 113.044 _1 - 1 3.9-1 15 1 1 M15 2X6 j.. _Q_ .. .229 JZL _IL 1.44 _1_ _ii 3.9-1 IL I 1 M16 2X6 .09.. ....Q..... 110 ..i.... .911 ..ZL _IL. Aii. _1_1 .552 3.9-3 IL I1 M17 2X6 L Al2 5.8 1.573 .1.3 ..&9.. 5.416 _1 - .953 _3.9-1 18 1 MIB I 2X6 .... ...i.... 1.573 IL1 .JL .Q 5.AJj _1 - 3.9-3 1 IL I 1 M19 I 2X6 L .2& _.L. 1.573 _L_ .953 -T 3.9i 2Q.. I M20 2X6 *.436 Al iZ 1 1.0721....L.. L 1.573 ZL i 4jj 1 .953 3.9-3 I jj j M21 2X6 .L... 1.573 Zj 1.JL .095 5.416 1_1_1_.953 3.9-1 1.0 : w eojwrJo1I ø-R!5 iRon..T o AM&QS Mr!,kt'I M71 çp r P\ RISA-213 Version 9.0.0 [G:AT&TSD0475 Carlsbadl-CalcsJ-1.R2D] Page 3 Joint Coordinates and Temperatures I Label X Ff1 V Ff1 Temn FF1 1 .25 0 2 28.75 0 0 3 3 0. 1.708333 0 4 4 2.9 0 0 5 5 5.8 1.708333 0 6 8.7 0 0 7 1 7 11.6 1.708333 0 8 8 14.5 -0. 0 9 9 17.4 1.708333 0 10 10 20.3 0 0 11 11 1 23.2 1.708333 1 0 12.. 12 1 26.1 -0.1 0 13 13 1 29 1.708333 10 - Member Primary Data Label I Joint .1 .Inint Rotate(dea Section/Shane Tune Desion list Material becien ROPQ Ml 1 4 3 web Beam Rectangular I OF Larch Tyoical i... M2 4 5 web Beam Rectangular DF Larch Tvoical M3 6 5 web Beam Rectangular PF. Larch ypical _4.. M4 6 7 web Beam Rectangular PE Larch. Tycical 5 M5 8 7 web Beam Rectangular OF _arch TyDical M6 8 9 web Beam Rectangular DF Larch Typical ..L. Mi 10 9 11 web Beam I Rectangular I OF Larch Tyoical M8 10 web Beam Rectangular I OF Larch Typical .1.. M9 12 11 web Beam Rectangular I OF Larch Typical 10 M10 12 13 web Beam Rectangular I OF Larch _]ypiai_ II Mill 1 4 btm chord Beam Rectangular I DF Larch Tvoical 1.2.. M12 1 4 6 1 btm chord Beam Rectanaular OF Larch _Iypical Ji M13 6 8 btm Beam Rectangular Micro Typical 14 M14 8 10 btm Beam Rectangular Micro _Ivpical 15 M15 10 12 btm chord Beam Rectanaular OF Larch _jypjl j.. M16 12 2 btm chord Beam Rectangular PE Larch ypical 11. M17 3 5 top chord Beam Rectanaular pE Larchi _Iypical ii. M18 5 7 top chord Beam Rectanaular PE Larch. _Iypical ii M19 1 7 9 _Jp chord_ Beam Rectangular I PE Larchi ...j:ypl 20.. 1 M20 1 9 11 top chord Beam Rectangular I DF _arch Typical .21. M21 1 11 1 13 top Beam Rectangular I Micro Typical - Wood Section Sets Label Shane Tvoe Design List Material Desion Rules A Fin2 I (gn27rn II I In im lin4l ...t.1 toP chord 2X6 Beam Rectangular OF Larch Typical 1 825 1.547 20.7971 2 1 btm chord 2X6 Beam Rectangular DF Larch Typical 8.25 1.547 20.797 I ...L web 2-2X4 Beam Rectangular OF Larch I Typical 10.5 7.875 10.719 .A... top 1.75X5.5FS Beam Rectangular Micro Typical 9.625 2.456 24.263 .... btm 1.75X5.5FS I Beam lRectangular, Micro_i Typical 9.625 2.456 24.263 Basic Load Cases Member Point Loads (BLC I : Dead) RISA-2D Version 9.0.0 [G:\AT&TSD0475 Carlsbad1-CaIcsJ-1 retrofit.R2D] Pagel Member Distributed Loads (BLC 1: Dead) REM1T Manihr I ahal flirprtinn Start Manniluderiblrt... End Mannittiderlb!ftrL Start IneatkinFft°hl End I nratinnlft O/ ....t.. I M17 Y -36 - -36 0 - 0 - M18 V -36 -36 0 0 M19 V -36 -36 0 0 _4_1 M20 V -36 -36 0 0 M21 V -36 -36 0 0 - Member Distributed Loads (BLC 2 Live) - Member Label Direction Start MaanhtUdellb/IL -100 End Macinhtudellb!ft.d. -100 Start Locatlonrft.%] End Locationtft.%1 M17 V 0 0 ...a.. M18 -100 -100 0 0 M19 V -100 -100 0 0 M20 V -100 -100 0 0 5 M21 V -100 -100 0 0 Load Combinations Description Sal.. PDelta SRSS BLC Eactor BLC padorBLCfactorBLCctorBLCFactorBLCFadorBLC FactorBLC Factor I I I dead+live Ivesi V I I I I I I 2 I I I I I I I I I I I I............_.j Member Section Forces I r Mamhar I ahal Set' Aviallihi Shaavtlhl Mn,,rnnffl.ft1 I I - MI 1 -3545.224 -122.86 -.153 2 -3547.404 -119.159 .051 3 -3549.584 -115.459 .248 4 1 M2 1 3120.464 84.91 .124 2 3118.284 81.21 -.016 6 3 3116.104 77.509 -.149 7 I M3 1 -1672.922 -47.692 -.047 2 -1675.102 -43.991 .03 -I-. 3 -1677.282 -40.291 .101 10 1 M4 1 1564.947 40.292 .025 2 1562.767 36.592 -.04 12 3 1560.587 32.891 -.099 13 1 1 1 M5 1 -92.462 -39.106 -.018 14 2 -94.642 -35.406 .045 15 3 -96.822 -31.705 .101 iL ....J........ M6 1 -1.287 39.586 .018 17 2 -3.467 35.885 -.046 18 3 -5.647 32.184 -.103 .12.. .._L... M7 1 1463.154 -38.207 -.02 20 2 1460.974 -34.506 .041 21 1 1 3 1458.794 -30.806 .096 22 ..j....... -M8 1 -1553.661 38.197 .036 2 -1555.841 34.496 -.025 24 3 -1558.021 30.795 -.08 .2.. _..i...... M9 1 3283.434 -93.711 -.127 26 2 3281.254 -90.01 .027 27 3 3279.074 -86.31 .176 .2.. _...t..... MIO 1 -3706.824 118.292 .138 29 2 3 -3709.004 114.592 -.058 30 -3711.184 110.891 -.247 ..i .....i.....J Will 1 0 0 0 32 2 0 -2.657 .002 ia. 3 0 -5.314 .007 34 1 M12 I 1 1 -5762.906 33.071 .036 35 2 1 -5762.906 27.255 -.052 36 3 1 -5762.906 21.44 -.122 L ..J........I M13 1 1 1 -8556.101 14.187 -.1 RISA-20 Version 9.0.0 [G:AT&TSD0475 CarIsbad\1-CaIcsJ-1 retrofit.R2D] Page 2 Member Section Forces (Continued) 3 10 I ( Member Label Sec Axialilbi Shearfibi Momenlik-fil 38 1 2 -8556.101 7.402 -.131 39 3 -8556.101_ .618 -.143 40 1 M14 1 -8634.398 .519 -.142 2 -8634.398 -6.265 -.134 42 3 -8634.395_. -13.05 -.106 i I MIS 1 -6035.417 -18.193 -.121 2 -6035.417 -24.008 -.06 45 3 -8035.417 -29.823 .018 .j. I M16 1 0 5.314 .007 47 2 0 2.657 .002 48 3 0 0 0 49 1 1 1 M17 1 -2969.021 377.178 .248 2 -2969.021 -23.038 -.266 51 3 -79690 -423.253 .382 52 .j........ M18 I _1146.261 408.15 .333 53 2 _I I46.261 7.935 -.27 3 _1146.261 -392.281 .287 55 ..i........ MI9 1 2575.294 401.183 .29 56 2 2575.294 .968 -.293 3 2575.294 -399.247 .284 58 1 M20 1 1311.385 387.222 .277 _9_ 2 1311.385 -12.993 -.266 60 ___________________ 3 1311.385 -413.208 .352 61 ...j...... M21 1 -2832.829 560.715 .448 62 ____________________ 2 -2832.829 11.531 -.353 3 -2832.829 -411.354 .247 I Member Wood Code Checks IC Member Shane UC Max Locifti Shear ... Locfftl Fc'Iksil Ftlksll F&lksil Fvlksil RB CL CP Eon 0 14 1.013 1.5 1 .09 .095 33 3.963 _I .829 0 1.43 1.013 1.5 1 .829 LO 1.43 1.013 1.5 .095 3.963 _I - .829 0 1.43 1.013 15 .095 3.963 3.963 1 .829 r3.9 0 1.43 1.013 11.5 .095 1 .829 I L 1.41 .095 1 .829 _Q.. 1.41 111 1.5 .095 19. _1 - .829 P_ 1.41. 1.5 .095 _1_ .829 1.9:1 0 1.41 i&i.. 1.5 .095 3.963 _1_ .829 .19:3 _Q.... 1.4.. J..... .095 3.963 _1 .829 1.9:1 2.65 ....91.1. .111 1.3 .095 8.817 _1_ .552 0_. .229 .878 1.3 .095 13.044 1 .139 3.9-1 0 3.38 .285 11.11 1_ .135 1.9:1 6.8 73 2Q5 338 .285 11.18 j .135 AL .229 .878 1.3 .095 13.044 1 .139 3.9-1 Q_ ..911 ..ZL 1.3 .095 8.817 1 - 19: AL tia ZL 1 .095 5A1.9 _1 91 _0... 1.573 .878 1.3 .095 5.416 1 .953 3.9-3 0 1.573 .878 1.3 1 .095 5.416 1 .953 3.9-3 58 1.573 .878 1.3 .095 5.416 1 .953 3.9-3 _Q. 29. 3.38 8i. 4.642 _1_ 9Z4_ 1.94 RISA-20 Version 9.0.0 [G:\AT&TSD0475 CarIsbad1-CaIcsU-1 retrofit.R2D] Page 3 next fill-Step DESIGN, INC Project: 19-441 Date: Jan. 2018 Page: 3.11 Truss J-1 Retrofit 1 3/4 I S I/2 MICROU.MI OOEO TO (E) TOP CHORD I 3/45 IflMCROUM xl r-o 15-8' ADDED TO (C) DIV CHORD next jstep DESIGN INC Project: 19-441 Date: Jan-2018 Page Equipment Load Distribution Joist J-2 Dist to adjacent joist 2.00 ft Equipment Effective wt (lbs) Dist from joist (ft) Dist along joist (ft from left) Adjacent joist reaction (lbs) Reaction to joist J-2 (lbs) A/C 311 1.00 1 1.25 156 156 Power 2,838 1.08 14.67 1,537 1,301 Battery 2,898 1.08 16.75 1,570 1,328 RBS 450 1.17 18.67 263 188 Router Rack 341 0.42 20.83 71.0 270 Fiber Cabinet 592 0.50 23.17 148 444 LIE Rack 325 0.17 25.33 27.1 298 Distribution of Load at Chords: Area 2x6 8.25 in sq I ratio 2x6 27% Ft D.F. 675 psi I ratio microllam 73% I allow 5569 lbs Area microllam 9.63 in sq Ft microllam 1555 psi I allow 14967 lbs I combined 20536 lbs Bottom Chord Splice: Tension 13052 lbs Am 8.25 I transferred 9513 lbs Bolt size 3/4 in dia As 1.375 Bolt capacity 3340 lbs / bolt Am /As 6 Bolt qty required 3.9 without Cg Cg 0.97 bolt cap x Cg 3240 Bolt qty required 2.936 Use 3 bolts Use 1/4" steel splice plate ea side of btm chord with (8) 3/4" dia M.B Results for LC 1 • dead+Iive J Joint and Member Labels J-2.R2D 4.'l Loads: BLC 1, Dead Results for LC 1, dead+live Dead Load Joint Coordinates and Temperatures 4A Label X Fifi V Fft1 Temn rn _L 1 .25 .2.... 2 28.75 0 0 3 3 0. 1.708333 0 4 4 2.9 0 0 5 5 5.8 1.708333 0 6 6 8.7 0 0 7 1 7 11.6 1.708333 0 8 8 14.5 -0. 0 9 9 17.4 1.708333 0 10 10 20.3 0 0 11 11 1 23.2 1 1.708333 0 12 12 1 26.1 1 -0. 0 13 13 1 29 1 1.708333 1 0 — Member Primary Data Label I Joint J Joint Rolate(deol SectlonlShaoe Tvoe Dealon List Material flesian Rides Ml 1 4 3 web Beam Rectangular DF Larch Typical .2... M2 4 5 web Beam Rectangular Larch .PE _Iypical M3 6 5 web Beam Rectangular Larch .QE ypical .4.. M4 6 7 web Beam Rectangular Larch .E Typical M5 8 7 web Beam Rectangular DF Larch Typical 6 M6 8 9 web Beam Rectangular DF Larch Typical .1... M7 10 9 web Beam Rectangular DF Larch Typical M8 10 11 web Beam Rectanaular DF Larch Typical 9 M9 12 11 web Beam Rectangular DF Larch ....iypical 10 MID 12 13 web Beam ..BIgjlr DIE Tycical ..iL Mil i btm chord Beam Rectangular DF Larc Typical 12 M12 4 6 btm chord Beam Rectangular DF Larch .j:ypical ii M13 6 8 btm chord Beam Rectangular PE Larch Iypical 14 M14 8 10 btm chord btm chord Beam Rectangular DF _arch Typical ii. M15 10 12 Beam Rectangular DF Larch Typical j. M16 12 2 btm chord Beam RectangMj.. DF Larch Typical IL M17 3 5 —W chord Beam Rectangular DF Larch Iypical ji. M18 5 7 to chord Beam Rectangular DF Larch Typical Is M19 7 9 top chord Beam Rectangular DF Larch Tyoical LL M20 9 11 top chord Beam Rectangular DF Larch Typical 21 M21 11 13 jpp chord Beam Rectanaular DF Larch Typical - Wood Section Sets Label Shane Tvne fleslan List Material fleslnn Riilp A Iin1 I fQfl 7fl C I In iRfl% h...41 IJiI top chord 2X6 Beam Rectangular DF Larch - Typical 1 8.25 1.547 0797 2 btm chord 2X6 Beam Rectangular DF Larch Typical 8.25 1.547 20.797 ....... web 2-2X4 Beam Rectanaular DF Larch Typical 10.5 7.87510.719 ...4.... top 1.75X5.5FS Beam Rectangular Micro Typical 9.625 2.45624.263 2.456j.24.26J 5 btm 1.75X5.5FS Beam Rectangular Micro TyDical 9.625 Basic Load Cases Member Point Loads (BLC 1: Dead) RISA-2D Version 9.0.0 [G:AT&TSD0475 Carlsbad1-CalcsU-2.R2D) Page 4 Member Point Loads (BLC 1: Dead) (Continued) 4, 5 Member Label Direction Maanitudeilb.k-ffl Locatinnlft°hl M20 Y -1328 .5 M20 V -188 2.5 5 M20 V -270 4.67 6 M21 V -444 1.25 M21 V -298 3.42 - Member Distributed Loads (BLC I Dead) Member Label Direction Start Mao nitudellb/ft... End Maanitudeflb!ft.d. Start Locationlft.%1 End Locatinn1fl°A1 M17 V -36 -36 0 - 0 MIS V -36 -36 0 0 M19 V -36 -36 0 0 .4..... M20 V -36 -36 0 a 5 M21 V -36 -36 0 0 - Member Distributed Loads (BLC 2 Live) Member Label Direction Start MannitudeFlb!ft... End MannitudeFlb!ft.d. Start Incatinnrft°Il Fnd I nrtInn1ft °A.1 i..... M17 1 V -100 -100 0 0 MIS V -100 -100 0 0 M19 V -100 -100 0 0 M20 V -100 -100 0 0 5 M2I -100 -100 0 0 Load Combinations Description Sql.. PDelta SRSS BLC Factor BLC FactorBLC FactorBLC FactorBLC Factor BLCFactorBLC FactorBLC Factor I 1 I dead+Iive lyesl V I I 1 I I I 2 I I Member Section Forces LC Member Label Sec Axiairlbl Shearfibi Momentik-ifi 1 1 1 Ml 1 -6148.358 -201.796 -.284 2 2 -6150.538 -198.095 .053 3 - 3 -6152.718 -194.395 .383 4 1 M2 1 5440.533 152.521 .226 5 2 5438.353 148.821 -.027 3 5436.173 145.12 -.275 7 1 M3 1 1 -4042.789 - -77.031 -73.331 -.087 2 -4044.969 .04 9 _____________________ 3 -4047.149 -69.63 .16 10 1 M4 1 3935.384 55.74 .033 11 2 3933.204 52.04 -.057 :iii 3 3931.024 48.339 -.142 13 1 M5 1 1 -2170.842 -157.286 2 -.11 14 1 5 -2173.021 -153.585 .147 15 3 -2175.201 -149.884 .402 16 1 M6 1 1891.441 177.451 .131 17 2 1889.261 173.75 -.164 18 ____________________ 3 1887.081 170.05 -.453 19 1 M7 1 4213.357 -86.152 -.036 2 4211.177 -82.451 .106 21 j.... 4208.997 -78.75 .241 22 ...j..._. M8 1 -4215.423 79.196 .061 2 -4217.602 75.495 -.069 24 3 _4219.782 71.795 -.193 25 1 M9 1 7186.026 -180.738 -.252 2 1 7183.846 -177.038 .049 27 3 1 7181.666 -173.337 .343 28 1 1 MIO I 1 1 -8015.565 1 237.679 1 .298 RISA-2D Version 9.0.0 [G:AT&TSD0475 CarIsbad1-CaIcs'J-2.R2D] Page 5 Member Section Forces (Continued) .. 2- • LC Member Label Sec Axialilbi Shearilbi MomenIk-fi1 2 -8017 233.979 -.099 .489 T _j..... Mu 230o278 32 2 0 -2.657 .002 33 - 3 0 -5.314 .007 34 _1_.. M12 1 -10011.995 51.13 .064 35 2 -10011.995 45.315 -.076 36 3 -10011.995 39.5 -.199 37 ..J....... M13 1 -16895.951 32.321 -.145 38 2 -16895.951 26.505 -.23 39 3 -16895.951 1 20.69 -.299 40 ..j........ M14 1 -20384.044 -1.001 -.315 41 2 -20384.044 -6.816 -.304 ..42.. 3 -20384.044 -12.631 -.276 ..41 ...i...... M15 1 -13127.55 -55.195 -301 44 2 -13127.55 -61.01 -.133 45 1 1 3 -13127.55 -66.825 .053 - 46 ..j........ M16 1 0 5.314 .007 ] 47 2 0 2.657 .002 48 3 0 0 0 AL ..i........ M17 1 -6926.866 479.779 .383 50 ____________________ 2 -6926.866 -76.436 -.365 51 ______________________ 3 -6926.866 -476.651 .437 52 1 M18 11 1217.33 414.68 .322 53 2 1217.33 14.465 54 3 1217.33 -385.75 .238 55 ...J........ M19 1 6540.167 651.547 .498 56 2 6540.167 251.332 -.811 57 3 6540.167 -1449.884 1.057 58 ..j....... M20 1 4481.912 1805.113 .845 59 2 4481.912 -111.102 -.547 60 3 4481.912 -781.317 .661 61 ....j....... M21 1 -5312.543 926.322 .811 62 2 1 -5312.543 1 82.107 -.562 63 3_1 -5312.543 1 -616.109 1 489 - Member Wood Code Checks LC Member Shane UC Mex Lncrftl Sheer LncFftl Fr!Ikeil FtFkefl FhIkei1 FuIksfl PR CI (P Fnn fli I Mj_ 2-2X4 j79. .546 336 3.6 1 _Q_ JAI trn.a - L3.963 _t_.1 .829 3.9-1 2 1 M2 2-2X4 _i _P..... i...41 i.Qi. _....L -1.5 .& .095 3.963 3.963 _1_ _1_ .829 .829 3.9-3 3.9-1 I M3 2-2X4 .590 3.3661.Jjj.. _Q.... i.41 i.Qi3 .j 1 M4 2-24_ .730 3.366 ..084 _L _L J41 11.013 - _1_ .829 3.9-3 _L. I 1 M5 2-2X4 .1..... JAI 11.013 1.5 - QL 3.963 _1_ .829 3.9:1_ ...j.. 1 1 M6 2-2X4 .637 3.366 .iL ....Q.... .141 11.013 -1.6. ..95 3.963 _1_ .829 3.9-3 .j... I 1 M7 ..2-2X4 .431 3.366 _iP. 1 0 1.43 1,.QJA _1._ ..&95 3.963 _1_1 .829 39: 8 1 1 M8 2-2X4 .649 166 Jji 1 0 1.41 1.013 -1.5 95 3.963 _1. .829 191. 9 1 1 M9 .2-2X4 .775 3.366 .272. .......... 1.4I 1.0II -1.6.. .095 .095 3.963 3.963 _1_ _1_ .829 .829 19: 3.9-1 ...1P..1 MIO 2-2X4 ii 30..5 ij_ I Mil 2X6 .009 2 _010 2 ZL JL .8.817 _1_ .552 3.9-3 IL I M12 2X6 1.625 ...j. _98 ....Q..... _29.. ..JZL ...il.. .095 13.044 _1_ .139 1 19:1l j... I 1 M13 2X6 2.699 5.8 L ....Q..1 .29.. .JL .095 13.044 _1_ .139 3.9:1 14 I 1 Ji114 2X6 13.201 .L i& IZL J.L & 13.044 _1 -1 .139 3.9-1 j. I 1 M15 2X6 2.181 ..Q... .128 6.8. .229.. ....ZL _1.3 .095 13.044 _1_1 .139 9:1 j.. I 1 M16 2X6 .009 1 _L. ...Qii ....P... M.t 178 1.3 095 8.817 ....i_1 .552 19 IL I M17 2X6 1.490 JA. 18 _L.. ..ZL - _IL .095 5.416 _1_ .953 j.i IL 1 M18 2X6 .402 _P..... .194.. 0 1.573 .JZ& _&. .095 5A1. _1_. .953 19.] 19 1 1 M19 I.2X6 1.554 iL 277 IL 1.673 .878 1.3 ..095 5.416 5.416 _1_ .953 3.9-311 20 1 M20 2X6 1.156 ...j... 3.455 ....Q... .IZL 1.3 .095 I M21 2X6 .LZ4. P 1ZZ IL Z& tL 0i$A1 _1_ .953 1 .19:1] RISA-2D Version 9.0.0 [G: T&TSDO475 arIsbad\1-CaIcsJ-2.R2D] Page 6 > ..o :. FIJt4 CO3VEflTJOf'J prPOiE1 sjTi NKi.A.1 w4&r Joint Coordinates and Temperatures 17 2E7Q0lTr "1.7 Label X [ff1 V [ff1 Tmn [Fl 1 .25 0 0 2 2 28.75 0 0 3 3 0. 1.708333 0 4 4 2.9 0 0 5 5 5.8 1.708333 0 6 8.7 0 0 7 7 11.6 1.708333 0 8 14.5 -0. 0 9 9 17.4 1.708333 0 10 10 20.3 0 0 11 11 23.2 1.708333 0 12 12 26.1 -0. 0 13 13 29 1.708333 0 - Member Primary Data Label I Joint J Joint Rotate(dea SectionlSharo Tvce Desion List Material I:asinn Pule I I Ml 4 3 web retro I Beam Rectangular OF Larch lvDical .1... M2.......... 4 5 we retro 1_I Beam Rectangular OF Larch _Typical 3 M3 6 5 we retro 1_I Beam Rectangular OF Larch lyoical M4 6 7 we retro 1_I Beam Rectangular OF Larch Iypical M5 8 7 we retro I 1 Beam Rectangular I OF Larch Typical 6 M6 8 9 web retro 1_ Beam Rectangular I DELL ...J:ypicaL. 7 M7 10 1 9 web retro 1_ Beam Rectang!ar I OF Larch Tyoical M8 10 1 11 web retro 1_ Beam Rectangular I OF Larch Typical M9 12 II web retro I Beam Rectanaular I OF Larch _Iypical MIO 12 13 web retro 2 Beam Rectangular OF Larch Typical Mil 1 4 btm chord Beam Rectangular OF Larch _Typical P1114 M12 4 6 btm Beam Rectangular Microllam _Iyplcal M13 6 8 btm Beam Rectangular Microllam M14 8 10 Typical btm Beam Rectangular Microllam jypal 1 MIS 10 12 btm Beam Rectanaular Microllam ..JypiL.. 16 M16 12 2 btm chord Beam I Rectangular OF Larch TyDical j. M17 3 5 __jp.. - Beam ular .Microllam _jypjçl jj. M18 5 7 top chord Beam Rectangular OF Larch ...jypical .1.9.. M19 7 9 top Beam Rectangular Microllam Typical .. M20 9 11 top ..arn.. Rectangular Microllam _Typical 21... M21 11 13 too Beam Rectanaular Microllam _]ipical Wood Section Sets Label Shane Tvoe Desian List Material Desion Rules A Fin2l I Inn 7fl fl I In ian fln.4 I 1 top chord 2X6 Beam Rectangular I OF Larch Typical 8.251.547 20.797 ..... btm chord 2X6 Beam Rectangr I OF Larch Typical 8.25 1.547 20.79f- 3 web retro I 2-2X4 Beam Rectanaular OF Larch TypjaL 10.5 7.875 10.719 j.. web retro 2 3-2X4 Beam IRectangularl OF Larch Typical 15.75 26.578 16.078 ...... to_ 1.75X5.5FS Beam IRectangularl Microllam Typical 9.625 2.456 24.263 btm 11.75X5.5FS Beam Rectanoularl Microllam _IypiL. 9.625 1 2.456 24.263 Basic Load Cases Member Point Loads (BLC I : Dead) Member Label Direction MaaiiWd!jJbJffl Localionlft.%l I I I M17 I Y I -156 I 2.5 RlSA-2D Version 9.0.0 [G:AT&TSD0475 Carlsbad1-CalcsJ-J2 retrofit.R20] Page 7 Member Point Loads (BLC 1: Dead) (Continued) 1 kT Vki.'T 4,9 Member Label Direction Maanitudellb.k-fll Lncatinnrft%1 M19 Y -1301 4.25 M20 V -1328 .5 M20 . V -188 2.5 5 M20 V -270 4.67 M21 V -444 1.25 M21 V -298 3.42 - Member Distributed Loads (BLC I : Dead) Member IbeI flirertinn Start MannitudetIb!ft Fnd Manniturfeflblftd Shut Ii,ritinnFft °A.i Fn,I I nrtirnif$ 01_i M17 V -36 -36 0 0 .2.... M18 V -36 -36 0 0 _i.. M19 -36 -36 0 0 4 M20 V -36 -36 0 0 M21 V -36 -36 0 0 - Member Distributed Loads (BLC 2: Live) Member L ebel flirettinri Start MnnItudeflbIft.End MnniIudefIbffLd Start I nrotinnrft 01_i Fnd I nntinntft 01_i M17 V =100 -100 - 0 - a a.. M18 V -100 -100 0 0 M19 -100 -100 0 0 ..j. M20 Y -100 -100 0 5 M21 V -100 -100 0 0 Load Combinations Description SoL.PDelta SRSS BLC Factor BLC factorBLC FactorRLC FactorpLC Factor BLCFadorBLC FactorBLC Factor I I I dead+Iive Ives I I I I I I I 2 I I I Member Section Forces LC Member Label Sec Axialilbi Shea,11h1 Mnmentfli_ftl I I Ml 1 -6174.647 -173.001 -.237 -r 2 -6176.827 -169.3 .051 3 -6179.007 -165.6 .333 4 1 M2 1 5564.11 117.223 .171 5 ____________________ 2 5561.93 113.522 -.023 3 5559.75 109.821 -.211 7' T M3 1 -4057.026 -57.232 -.065 8 1 - 2 -4059.206 -53.531 .028 ____________________ 3 -4061.386 -49.831 .115 iö I M4 1 4003.992 33.357 .01 11 ____________________ 2 4001.812 29.657 -.043 12 3 3999.632 25.956 -.09 13 1 M5 1 -2141.464 -124.431 -.094 14 2 -2143.644 -120.731 .113 3 -2145.824 -117.03 .313 16 1 M6 1 1906.484 143.388 .111 17 2 1904.304 139.688 -.127 18 3 1902.124 135.987 -.359 19 1 M7 1 4261.892 -60.467 -.019 20 2 4259.712 4257.532 -56.767 .079 3 -53.066 .172 22 1 M8 1 -4211.192 65.309 .058 23 2 -4213.372 61,608 -.049 - 3 -4215.552 57.908 -.15 25 ..i....... M9 1 1 7240.655 -152.857 -.224 26 2 7238.475 -1,49.157 .03 3 7236.295 1 -145.456 1 .278 RISA-20 Version 9.0.0 [G:T&TSD0475 Carlsbad1-CaIcsJ-J2 retrofit.R2DJ Page 8 Member Section Forces (Continued) 'Z- gTROF12T 4 . IC Member Label Sec AclatfIb1 Shearilbi Momentik-fil 1 Mb 1 -8103.568 260.113 .328 - 2 -8106.838 254.562 -.105 3 -8110.108 249.011 -.529 r L9 Mu 1 0 0 0 _____________________ 2 0 -2.657 .002 3 0 -5.314 .007 34 1 L. M12 1 -10144.265 56.132 .073 35 2 -10144.265 49.348 -.08 3 -10144.265 42.564 -.213 JL ....i..... M13 1 -17101.178 32.148 -.158 2 -17101.178 1 25.364 -.241 3 -17101.178 18.58 -.305 40 1 M14 1 -20578.051 2.249 -.322 ..4.1. 2 -20578.051 -4.535 -.319 42 3 -20578.051 -11.32 -.296 43 1 M15 1 -13276.594 -69.917 -.334 2 -13276.594 -76.701 -.122 45 - 3 -13276.594 -83.485 .11 46 _1_. M16 1 0 5.314 .007 47 2 0 2.657 .002 48_....... 3 0 0 0 49 1 1 M17 1 -7110.238 471.311 .333 2 -7110.238 -85.873 -.39 3 -7110.238 -487.058 .441 52 ...1...... M18 1 1158.102 412.503 .345 53 2 1158.102 12.288 -.271 54 3 1158.102 -387.927 .273 55 ..j........ M19 1 6507.03 657.909 .496 56 2 6507.03 256.725 -.83 3 6507.03 -1445.46 1.023 58 ....j...... M20 1 4426.723 1803.185 .836 59 2 4426.723 -113.999 -.549 3 4426.723 -785.184 .669 -71 it.. _J....... M21 1 -5413.067 917.933 .797 62 _2.... -5413.067 1 72.748 -.551 3 -5413.067 -626.436 .529 - Member Wood Code Checks IC Member Shane UC Maw Locrftl Shear.. IocFffl Fciksil Ftiksil Fhrksi1 FvFksi1 RB CL CP Fan j 1 Ml 2-2X4 T.-016-f -366[-.260 ..Q_ 1.43 111 1.5 .095 3.963 _1_ .829 .829 3.9-I1 3.9-3 2 1 1 M2 2-2X4 .458 3.366 .Ji. .1..... 1J4I i&jI 1.5 .095 3.963 _1 ..L. I 1 M3 2-2X4 .532 3 .Q.... 1 1.5 _.095 3.963 _1_ .829 3.9-1 _4..... I M4 2-2X4 .267 _0 .1..... JA.. 1.5 .095 3.963 _1_ 829 51 1 M5 2-2X4 .6103 1.5 .095 3.963.j_ .829 3.9-1 I 1 M6 2-2X4 .508 3.365 .116 _O_. 1.41 1.5 .095 3.963 j_ .829 3.9-3 3.9-31 ...... 7 1 M7 2-2X4 _.31 366 Qt ....Q...... JAI iAi. 1.5 1 .095 3.963 ....J_1 .829 8 1 1 M8 2-2X4 1 .592 3.3661 ..L _Q...... 1.43 1.013 1.5 .095 3.963 _1_ .829 I1 9 1 1 M9 2-2X4 .675 3.366 .230 ....Q.... .141 1.013 1.5 .095 33 _1_ .829 .3.9-3 10 1 1 MIO 3-2X4 .969 3.366 ..21. ....L. 1.524 1.5 . 2.642 _.j. .883 3.9-1 jj . 1 Mu 2X6 .009 2. ...Qi.Q. lu.. .ii ..ZL 1.3 .095 8.11. 1_ .552 1.9g. .i... I M12 1.75X5.5FS .609 J& _t ..J_. ....Th... 2.015 _18 .285 1111 _1_ .135 j.,j 13 1 M13 1.75X5.5FS 1.004 j. ..011. _Q... .iil _3L 1iA _1_ .135 ii 14 1 M14 1.75X5.5FS 1.191 .947 ..L IL Z1 2i 3.38 .285 1tj.. 1_ .135 .19:1 15 1 1 M15 1.75X5.5FS .819 _Q..... IL 71 2.015 _38 1.3 .285 liii. _1_ .135 .19:1 16 1 1 M16 2X6 .009 ..i.... ..10.. ....Q... ...911 ...!ZL1 .095 8.817 _1 - .552 3.9:. 17 11 M17 1.75X5.5FS .544 5.8 .266 5.8. 3.38 .285 4.642 _1_ .974 3.9-1 18 M18 2X6 .429 ..11 _.. i.fl JZL 1.3 t. 5.416 _1_ .953 3.9-a J.I.. 19 1.75X5.5FS .487 ....._ 4.2Q2 .790 IL 3.38 .285 4.642 _1_ 20 djJ20 1.75X5.5FS .367 Q .986 Q ij 3.L ..& 44Z 1 .E974 9:a . ~3.9-3 ii.. 21 1.75X5.5FSI .600 ....L.. .502 0 2.689 2.015 3.38 .285 4.64Z ......t...... .974 i RISA-2D Version 9.0.0 [G:4.J&TSD047 ;bad1-CaIcs%J-J2 retrofit.R2D] Page 9 Project: 19-441 next .$istep Date: Jan. 2018 DESIGN. INC Page: 4.10 Truss J-2 Retrofit I4•-6 I 3/4 5 l/2 MCR0tLA)& A0000 TO (0) TOP 04090 i—I 3/4• 5 1/2 I,IICR0LL.I fSPUCE PLATE Ek SIDE / 40000 TO (0) TOP CHORD / (1YP 3 PLCS) / LIP4 (TOP) 02 am I 412100 204 J (TYPUON) I . LIP4 (TIP) 590 1'4 3• AT 2-0 / 2 1 3/4 5 1/2 HICROLLAM ST4000RED I 3/4 5 1/2 MICROU.401 o _ 15-S 40000 TO (C) BTU CHORD i 3/4 5 1/2' UICROLL4M o S. * *4000 TO (0) 0101 WORD A *0000 TO (C) 9101 CHORD t(c-cj3ot fr \) a 4 > R.bI. ) ?."( r . 4 c;•7..A&( LL.A G. PcI ñ Af I} b-i dJ1 20 5 Next Step Design Lake Forest, CA next 4jstep 01310N INC earn B . . . . :. .. . .. File ee.u. . •. . : . . ENECA1C, INC. 1983.2017, Build:lO.17.12.1O,VerjO17.12.1Ô ILic.iliIWE0I*I01.7e Description: B-i CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Fy : Steel Yield: 36.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E: Modulus: 29,000.0 ksl Bending Axis: Major Axis Bending DC .7) DC .7P(O.174(0 56)D(O 56)0(0 75P(O 75) D( .2) I I [ II(O.524L(O.829) - . . - .... .,. ... .... . . .. ... -. Span = 37.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D = 0.5220, L = 0.8290 k/It, Tributary Width = 1.0 ft Point Load: 0 = 1.70k @4.50 ft (J-2 (1)) Point Load: 0 = 1.70k @6.50 It, (J-2 (2)) Point Load: D = 0.1740 k @8.50 It, (J-1) Point Load: 0 = 0.560k @ 10.50 fl, (J-3 (1)) Point Load: D = 0.560k @ 12.50 ft, (J-3 (2)) Point Load: 0 = 0.750k @14.50 ft, (J.4 (1)) Point Load: D = 0.750k @16.5011, (J.4 (2)) Point Load: D = 0.20k @ 18.50 ft, (J-5) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Me: Applied Mn! Omega: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions 1.015: 1 Maximum Shear stress Ratio = W24x62 Section used for this span 279.127k-ft Va : Applied 274.850 k-ft Vn!Omega : Allowable Load Combination 17.786ft Location of maximum on span Span # 1 Span # where maximum occurs 0.824 in Ratio = 545 >=360 0.824 in Ratio = 545 >=360 1.579 in Ratio = 285 >=240 0.000 in Ratio = 0 <240 Support notation: Far left is #1 Values in KIPS 0.213: W24x62 31.288 k 146.750 k O4+H 0.000 ft Span # 1 Load Combination Support 1 Support 2 Overall MAXimum 31.288 28.094 Overall MINimum 15.544 12.550 Next Step Design . 5 Lake Forest, CA next step . . . . . .. .. . . . .-. ... .. . .. . FIIe=G:tAT&tSYPD7K-ft1-CaIcstcarlsbad.ec8 1ee Beim`.-:*ENERCAIC INC. 1983.2017 Build 10 1712 10 Verl0lll2.1O IrtvAYE$6I1II970 Description : B-I Vertical Reactions Support notation: Far left is 41 .. Values in KIPS Load Combination Support 1 Support 2 404141 31.288 28.094 D Only 15.744 12.550 LOnly 15.544 15.544 / , j 2A ft < T, Ab'O.t4ATl. PD sRr pg5W prn- Jr Q4LtRW next step DI$IGN INC Project: Date: Page 19-441 Apr-2018 6 Equipment Anchorage Equipment Data: Anchor Data: Name: Fiber cabinet Type Lag screw Length 25.0 in Diameter .500 in Depth 24.0 in Embedment 3.00 in Height 72.0 in Allowable tension 1,134 lbs Weight 800 lbs Allowable shear 290 lbs Min dist btwn anchors 22.0 in Center of gravity 36.0 in Total anchor qty 4 ea Tension anchor qty 2 ea Lateral Loads: Wind load 5.00 psf Seismic load .209 x W Wind Anchorage: P 62.5 lbs O.M. 188 ft-lbs R.M. 440 ft-lbs (using equip wt x 0.6) Uplift .00 lbs Tension per anchor .00 lbs Shear per anchor 15.6 lbs Interaction eqn .0 15.6 ( 1,134 ) + ( 290 ) = 0.054 <1.60 .0K Seismic Anchorage: V 167 lbs O.M. 502 ft-lbs R.M. 440 ft-lbs (using equip wt x 0.6) Uplift 33.7 lbs Tension per anchor 16.8 lbs Shear per anchor 41.8 lbs Interaction eqn 16.8 41.8 1 1,134 ) + ( 290 ) = 0.159 <1.60 OK rUse (4) 0.5 in dia lag screws with with 3 in embedment next 4j H tep DON INC Project: 19-441 Date: Apr-2018 Page 7 Comparison of Added Weight to Original Building Weight Since the seismic force is directly proportional to the weight of the structure and the added load. A comparison of the weights between the equipment cabinets and the tributary floor load (not the entire building weight) is made. The weight of the added equipment cabinets and the existing tributary floor. load are calculated below. Existing floor dead load 18.0 psf Partition load 10.0 psf Existing wall load 87.0 psf Building area 1.700 sq. ft. Building perimeter 172 ft Tributary wall height 15.0 ft Seismic factor .147 Equipment Data: Existing equipment weight 14,990 lbs New equipment weight 6,000 lbs Total added weight 20,990 lbs Seismic Load: Added Weight = 21.0 = Bldg Weight 255 floor weight 30.6 kips partition weight 17.0 kips wall weight 224 kips 272 kips Seismic Load 40.1 kips 8.23% < 10.07o' OK Wind Load: Equipment is inside Building. No added wind load. Seismic Governs Conclusion: Added equipment cabinets do not add significant seismic loading to the structure. ri (0ci3 11 ZALZALI & ASSOCIATES, INC. J08 CONSULTING CIVIL ENGINEERS SHEET NO.- OF_____________________ 1 www.zalzallandassocIates.com -' TEL (949) 609.9559 FAX (949) 606.7222 CALCULATED BY______________________ DATE U CHECKED BY________________________ DATE___________________ SCALE Ff :w2 LlCA — I -- , Licwr I - -- 72ac Jfl,i i I - -.24 - 'P 'xl'°flc4 Ar %% py.ujr - -. dILIA/4,?.l .c c. . 4- - I I I .A.7 - 7. Z t z p/I II 1 7 (7s1 -- - Ltrc21,f-(-- .- - 2 4 L - I —-- n onnIurTn, Next Step Design Lake Forest, CA MR next .step DhSIGN INC General Beam Analysis FOR REFERENCE ONLY ENERCALC. INC. 1983.2011 Lo1ar4 1?.12.1O.Ver.1O.17.12.1O. Description: J-3 equip only General Beam Properties Elastic Modulus 29,000.0 ksl Span #1 Span Length = 29.50 It Area 10.0 In A2 Moment of Inertia 100.0 inA4 o(O.25) 131* 3) D(c1.3) D(cf.3) D(c16) . X........ . :r .....- ............'-, - .• .• . .. . .....-. . . ......... Span = 29.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number I Point Load: D = 0.2250k @ 14.60 ft, (equipment only) Point Load: D = 0.30k @16.70 ft Point Load: D = 0.30k @ 19.0 ft Point Load: D=0.30k@21.20ft Point Load: D 0.60k @23.40 ft DESIGN SUMMARY Maximum Bending= 8.938k-ft Maximum Shear= - 1.166 k Load Combination 40,+I Load Combination Span # where maximum occurs Span # 1 Span # where maximum occurs Span Ill Location of maximum on span 18.880 ft Location of maximum on span 23.453 ft Maximum Deflection Max Downward Transient Deflection 0.000 In 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.440 In 805 Max Upward Total Deflection - 0.004 in 96411 Vertical Reactions - Support notation: Far left is #1 Load Combination Support I Support 2 Overall MAXimum 0.559 1i66 Overall MiNimum 0.559 1.166 DOnty 0.559 1.166 Values In KIPS Next Step Design Lake Forest, CA next FOR REFERENCE ONLY R. 2, General Beam Aflalysis .• 544 (4U1 Fllo= G:AT&flSYP07K-lt1-cscadsbad.e ENERCALC.INC 1983-2017. Build:10.17.12.10.Ver.10.17.12.10. Description: J4 equip only General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = 29.50 ft Area = 10.0 102 Moment of Inertia = 100.0 jA4 D(O.f25) O((.3) D(1.3) D(O.j225) - -'---. •.';. Span = 29.50 11 Applied Loads Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number I Point Load: D = 0.2250k @14.20 ft. (equipment only) Point Load: D = 0.30k @16.70 ft Point Load: D=1.30k@I9.50ft Point Load: D = 0.2250k @21.70 ft DESIGN SUMMARY Maximum Bending = 12.528k-ft Maximum Shear= 1.303 k Load Combination -'0*1 Load Combination +D4I Span # where maximum occurs Span # 1 Span II where maximum occurs Span #1 Location of maximum on span 19.470 ft Location of maximum on span 21.830 it Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.580 in 609 Max Upward Total Deflection 0.005 in 72733 Vertical Reactions Support notation: Far left is #1 Values In KIPS Load Combination Support 1 Support 2 Overall MAXImum 0.747 1.303 Overall MiNimum 0.747 1.303 D Only 0.747 1.303 CQS /t3(—'c15? SAN DIEGO REGIONAL IHHMBP# HAZARDOUS MATERIALS QUESTIONNAIREL BP ONL f City APN# City 2018 Project Telephone The following questions represent the facility's activities, NOT the specific project description.. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for orojects within the City ôt'&dn Diego): indicate by circling the Item, whether your business will use, process, or store any of the touowing hamrdousjnatpgeis. I(..any of the items rded, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. ',1t1, 6 Occupancy Rating: Facility's Square Footage (including proposed project): j Explosive or Blasting Agents S. Organic Peroxides 9. Water Reactives (j) Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pymphorics 11. Highly Toxic or Toxic Materials IS. None of These. Flammable Solids 8. Unstable Reactives 12. Radloactives LESS TIW fru..cvc (858) 505.6700 prior to the issuance of a building permit. f the answer to any Diego, CA 92123. FEES ARE REQUIRED. Project Completion Date: Expected Date of Occupancy: D CalARP Exempt YES .LZI NO D (for new construction or remodeling projects) Is business listed Dab Initials your on the reverse side of this form? (check all that apply). I1 Will your business dispose of Hazardous Substances or Medical Waste In any amount? 13 CaIARP Required ( Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 0 0 Will pounds and/or 200 cubic feet? - your business store or handle carcinogens/reproductive toxins in any quantity? Date Initials S. 0 0 21 II Will your business use an existing or Install an underground storage tank? Will business handle 0 Camp Complete your store or Regulated Substances (CalARP)? 0 gj Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)9. Data initials S. 0 121 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). PART iii: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): If the answer to Question #1 below is no or the answer to any of the Questions #2-5 is yes, applicant must contact the APCD at 10124 Old Grove Road, San Diego, CA 92131-1649 or telephone (858) 588-2600 prior to the Issuance of a building or demolition permit. If the answer to questions #4 or #5 Is yes, applicant must also 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 for more information.) YES NO . COSDDEH-CASHIER 0 J3 Has a survey been performed to determine the presence of Asbestos Containing Materials? PAID 0 II Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (Si the APCD factsheet at htbi/www.sdaocd.om/info!Iactsfoemiits.odf. and the list of typical equiment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). FFB 1 6 7018 . o j (ANSWER ONLY IF QUESTION I IS YES) Will the subject facility be located within 1,000f et of the outer' böUnddy of àschool (K throug 12)? (Search the California School Directory at httix//www.cde.ca.gov/ie/sd/ for public and print schools or cpfikct the appropriate I distrwo. 0 Will there be renovation that Involves handling of any friable asbestos materials, or disturbi4hftMat I ta 0 (1 Will there be demolition Involving the removal of a load supporting structural member? CHECK: Briefly describe bu4nessactMties J BrieflydesodbepmposedpDl:VA MQ 11P 99W5 I declare under penalty of perjury that to the best of my knowledge and belief jppn made herel e true and co .• 2_1 1 V Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_____________________________________________________________ BY: DATE EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILOING PERMIT BUT PWI FOR occuPansv RELEASED FOR OccupANcy Ct!YIMD APCD COUNTY.HMD APCD OUN1Y4tMD APCD 4EC *iP ,' I ,IuIi IPI$uAJ IIl.lL twin oumpleling or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. H ø*qs County of San Diego - DEH - Hazardous Materials Division Hollianne Holmes From: Tim Henion <thenion@deprattiinc.com> Sent: Thursday, January 24, 2019 3:44 PM To: Hollianne Holmes Subject: Re: Workman's camp Holly, I have requested RD Engineering hand off the BP package with a Letter of Transfer to Titan Telecomm. Titan will come by the building counter once they have it to do the formal transfer. Thanks, Tim Henion I DePratti Inc. 1 503-519-8591 CONFIDENTIALITY NOTICE: The contents of this email message from DePratti, Inc and any attachments are intended solely for the addressee(s) and may contain confidential and/or privileged information and may be legally protected from disclosure. If you are not the intended recipient of this message or their agent, or if this message has been addressed to you in error, please immediately alert the sender by reply email and then delete this message and any attachments. If you are not the intended recipient, you are hereby notified that any use, dissemination, copying, or storage of this message or its attachments is strictly prohibited. From: Hollianne Holmes <Hollianne.Holmes@carlsbadca.gov> Date Thursday, January 24, 2019 at 12:25 PM To: Tim Henion <then ion @deprattiinc.com> Subject: FW: Workman's comp RD Engineering has said that they are no longer on the project... any idea how to find out who may have taken it over? need the application for this project completed and I need the worker's comp information. Thanks, Holly From: Marcus [mailto:MGardiol@rdconstruction.com] Sent: Thursday, January 24, 2019 12:12 PM To: Hollianne Holmes <Hollianne.Holmes@carlsbadca.gov> Subject: RE: Workman's camp No longer an RD Project and was transferred to another general contractor. Respectfully Marcus Gardiol Project Manager IR.I1I Engineering & Construction mardiol(rdconstruction.com Mobile (619) 654-9922 From: Hollianne Holmes [mailto: HoIlianne.Holmescarlsbadca .gov] Sent: Thursday, January 24, 2019 12:08 PM To: Marcus Subject: Workman's camp Hello, We have an application that is not completed for a project at 1015 Chestnut Ave. CBC2018-0073 AU Cell Site Please complete the Worker's Camp section of the attached application, sign and then date - and return to me. Thank you, .Flow City of C arlsbad Hollianne Holmes City of Carlsbad Permit Technician I 1635 Faraday Avenue Carlsbad, CA 92008 www.carlsbadca.gov 760-602-2719 1 760-602-8558 fax I Hollianne.holmesccarlsbadca.gov PLEASE CALL OR EMAIL YOUR REQUEST FOR SUBMITTAL APPOINTMENT Phone: 760-602-2723 Email: devappt@carlsbadca.gov Hollianne Holmes From: Tim Henion <thenion@deprattiinc.com> Sent: Thursday, January 24, 2019 11:21 AM To: Hollianne Holmes Subject: Re: CBC2018-0073 Hi Hollianne, The GC is RD Engineering & Construction. I had checked on this permit expiring a few months back and was told that RD had extended it. Marcus Gardiol Project Manager RD Engineering & Construction rnardio1(rdconstruction.corn Mobile (619) 654-9922 Office (619) 562-2255 ext. 229 Thanks, Tim Henion I DePratti Inc. 1 503-519-8591 CONFIDENTIALITY NOTICE: The contents of this email message from DePratti, Inc and any attachments are intended solely for the addressee(s) and may contain confidential and/or privileged information and maybe legally protected from disclosure. If you are not the intended recipient of this message or their agent, or if this message has been addressed to you in error, please immediately alert the sender by reply email and then delete this message and any attachments. If you are not the intended recipient, you are hereby notified that any use, dissemination, copying, or storage of this message or its attachments is strictly prohibited. From: Hollianne Holmes <Hollianne.Holmes@carlsbadca.gov> Date: Thursday, January 24, 2019 at 11:13 AM To: Tim Henion <then ion @deprattiinc.com> . Subject: CBC2018-0073 Hello, CBC2018-0073 was issued on 5/30/2018. ,We do not have any of the contractor information on file. Can you please provide us with that information? CBC2018-0073 1015 Chestnut Ave CS AT&T: REPLACE 6 ANTENNAS & 6 REMOTE RADIOS, ADD 6 REMOTE RADIOS, REPLACE BATTERY CABINET Thank you, 4Cityof Carlsba d Hollianne Holmes 1