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HomeMy WebLinkAbout2710 LOKER AV WEST; ; CB053181; Permit05-08-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB053181 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title Applicant VELOCITELINC 18071 FITCH AV STE200 92614 2710 LOKER AV WEST CBAD COMMIND Sub Type 2090813100 Lot# $80,000 00 Construction Type Reference # VERIZON WIRELESS 274 SF TELECO EQUIP CABS & ROOF TOP ANTENNAS INDUST 0 NEW Owner FRANZ LLC Status Applied Entered By Plan Approved Issued Inspect Area Plan Check# 2710 LOKER AV #100CA'RLSBADCA 92010^ ISSUED 09/08/2005 KG 05/08/2006 05/08/2006 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee , Plan Check Discount ( Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee ! BTD #3 Fee Renewal Fee Add'l Renewal Fee - Other Building Fee Pot Water Con Fee , Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $469 56 Meter Size V -. s $0 00 ' Add'l Reel Water Con Fee $30521 Meter Fee A $000 x 'SDCWAFee $000 CFD Payoff Fee ,, *, . $1680 "PFF (3105540)' . ',"" ' , $0 00 ' PFF (4305540) ' / ' ' $0 00 License Tax (3104193) $000 License Tax (4304193) / ' $0 00, Traffic Impact Fee (3105541) -$000' ^ -Traffic Impact Fee (4305541)f $0 00 PLUMBING TOTAL -'"'", f $0 00 - ELECTRICAL'TOTAL* ' /$0 oo"N> ^MECHANICAL'.TOTAL// $0~00 " * [Master Drainage Fee* / ! ^ Sewer Fee '$0 00 Redev Parking Fee -$000, rr Additional Fees ' ' HMP/ee' " TOTAL PERMlf FEES , ^ ^ $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 ?? $791 57 Total Fees $791 57 Total Payments To Date $791 57 Balance Due-$000 IN STORAGE ATTACHED Inspector FINALARPRO: Date "2l Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications reservations, or other exactions hereafter collectively referred to as "fees/exactions" 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 nght 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 limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad CA 92008 FOR PERMITS PLAN CHECK NO EST VAL Plan Ck Deposit Validated JBy Date LotN Subdivision Name/Number fc.^CONTACT PErapN.(rf different from applicant) Name Address State/Zip Telephone #Fax# ^State/ZipNameAddressCity Telephone ft [5. COHTRACTOW-COMPAWyNAME. (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter, improve, demolish or repair any structure, pnor to 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 Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or tjiat-tle is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by anyapplirantforapermitsubjectstheapplicanttoacivilpenaltygf^Totmorethanfivehundreddollars[$500]) 'State/Zip Cft^JBusiness^ License Designer Mame State License # Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations ^sC ' 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 D ( I have and will maintain workers compensation as required by Section 3700 of the labor Code, for tie performance of trie work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company , , PolicyNo Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) P CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to file Workers Compensation Laws of California WARNING Failure to SfiCMre^orkers' condensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand in damages are provided for In Section 3706 of the Labor Code, Interest and attorney's j DATE 7 : "i1 hereby affirm that I am exempt from the CdWra#br s License Law for the following reason Q I as owner of the property or my employees with wages as their sole compensation will d the work and the structure is not intended or offered for sale (Sec. 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) Q 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 contractors) licensed pursuant to the Contractor's License Law) ju I am exempt under Section Business and Professions Code for this reason ' 1 ! personally plan to provide the major labor and materials for construction of the proposed property improvement D YES .af NO 2 I (have/have not) signed an application for a building permit for the proposed work ( I have contracted with ithe following person (firm) to pr roposed construction (incl 4. I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / /ontractors license number) 5 I will provide some of the work but I^JrSv^contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) , — g PROPERTY OWNER SIGNATURE WHITE Fite YELLOW Applicant PINK Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 FaradayAve, Carlsbad CA 92008 Page 2 of 2 [COHM.ETETHIS'SECTK)N TOR NOW-ftCSVDfWTMI. BUILDING PERMfTS'ONLY' la the applicant or future butldmg occupant required to submit a business plan acutely hazardous materials registration for or risk management and prevention program under Sections 25505 25533 or 2S534 of the Presley-Tanner HazardousSubstance AccountAct? D YES llS^NO Is the applicant or future building occupant required to obtain a permit from the air pollution contjoUiisJrfct or air quality management district? D YES WfJO Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? D YES pTNO ' IF AMY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOTf BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF TH£ OFFICE OF EMERGENCY3ERVICES AND THE AIR POLLLTrTON CONTROL DISTRICT _ [8 CONSTRUCTtONTeNDiNO'AOENCY | I hereby affirm that there is a construction lending aflency for the performance of the work for which this permit is issued (Sec 3097(1) Crvi! Code) LENDER'S NAMzV&RtZOAJ IcjflCCTf&S _ LENDER S ADDRESS &£(& Sfifl/b \ certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply wth all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AOREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CfTY IN CONSEQUENCE OF THE GRANT! NO OF THIS PERMIT OS HA An OSHA permit ts required Tor excavations of 50" deep and demolition or construction of structures over 3 stones in hetghl EXPIRAT1ON Every peiiriit issued by the building Official under the provisions of thts Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period 0T18Q_e|ays (Section 106y*Tl Uniform Building Code) APPLICANTS SIGNATURE Jf/N/ll'fa jT—)^^ r VttlCC/T^L- lAJC., DATE WHITE Fite YELLOW Applicant PINK Finance City-$f Carlsbad BIdg Inspection Request For 10/24/2006 Permit# CB053181 Title VERIZON WIRELESS 274 SF TELECO Description EQUIP CABS & ROOF TOP ANTENNAS Inspector Assignment PC 2710 LOKERAVWEST Lot 0 Type COMMIND Sub Type INDUST Job Address Suite Location APPLICANT BURGE CORPORATION Owner FRANZ-ATRIUM II L P Remarks Phone 9499223215 Inspector Total Time CD Description 34 Rough ElectricfinvL Gletf, Requested By TIWI Entered By CHRISTINE Act Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# PCR01290 ISSUED ATRIUM II REVISE MASONRY WALL @ EXTERIOR STAIR PCR01309 ISSUED ARIIUM II - RhLOCATE ELEVATOR, SUMP DISCHARGE HtOM 1NSIDC TO OUTSIDE PCR020G4 ISSUED ATRIUM Il-REV ROOF MATERIAL, PCR02089 ABANDOND ATRIUM II, CURTAIN WAL1 SYS 1 hM Inspection History . Date Description Act Insp Comments 10/13/2006 63 Walls AP PC 10/10/2006 11 Ftg/Foundation/Piers AP PC 10/10/2006 31 Underground/Conduit-Wiring AP PC CITY OF CARLSBAD ELECTRIC ANQ. GAS METER CLEARANCE INTER-DEPARTMENT ADDRESS: ?-~\ \ 0 LO£gK AV / IA/ g* &ZM \ SEO Service Equipment Only YES NO Reason, If Denied ELECTRIC METER - COMMERCIAL X RESIDENCE NEW SERVICE ^ YES RELOCATE NO TSPB TEMP P/P UP-GRADE TEST METER IRR PEDESTAL GAS METER COMMERCIAL YES RESIDENCE NO TEST METER Building Inspector Signature ' Date Time Called In By Date Time Called In To Es,Gjl Corporation In (partnership with government for <Buiftfing Safety DATE 4/24/06 Q APPLICANT JURISDICTION City of Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO 053181 SET II PROJECT ADDRESS 2710 Loker Ave. W PROJECT NAME Verizon Wireless McClellan ^| The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff 1 | 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 EsgiJ Corporation 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 X] Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By David Yao Enclosures Esgil Corporation D GA D MB D EJ D PC 4/17 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego California 92123 4 (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (partnership -with government for <BuiC<fing Safety DATE' 9/23/05 _ JURISDICTION City of Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO 053181 SET I PROJECT ADDRESS 2710 Loker Ave. W. PROJECT NAME Verizon Wireless McClellan The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I ] The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck [X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck L_] The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person [X] The applicant's copy of the check list has been sent to Laura Bishop 18071 Fitch Ave Suite 200 Irvine, CA ' Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted^ Laura Bishop (t/t*,\ Telephone # (949)278-4782 Date e&rf&emy**' f/^^bv ^) Fax # f£6'£?/. 5<P<£p Mailj^Telephone ^ Fax_/ln Person REMARKS By David Yao Enclosures Esgil Corporation D GA n MB D EJ D PC 9/15 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 053181 9/23/05 GENERAL PLAN CORRECTION LIST JURISDICTION City of Carlsbad PLAN CHECK NO O53181 PROJECT ADDRESS 2710 Loker Ave. W. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED ESGIL CORPORATION 9/15 9/23/O5 REVIEWED BY David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access 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 or other departments 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 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law • Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGit Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • 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 on the plans Have changes been made not resulting from this list? U Yes Q No City of Carlsbad 053181 9/23/05 1 Provide a statement on the Title Sheet of the plans that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC and the 2002 NEC 2 Stairway must be minimum run shall be 11 inches Section 1003 333 See the exception for private stairways serving less than 10 occupants Specify the dimension of the run on the plan 3 Handrails (Section 1003 3 3 6) (detai!8/S2) a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail c) Except for private stairways, at least one rail shall extend 12" beyond top and bottom risers d) Ends of handrails shall be returned or shall have rounded terminations or bends Note Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing 4 Guardrails (Section 509 1) (platform) e) Shall be installed at all unenclosed floor openings f) Shall be installed at balconies or porches more than 30" above grade or floor below g) Shall have a height of 42" h) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B i) Openings between railings shall be less than 4" The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6" 5 Sheet 16 of the calculation shows the CMU wall shall be solid grouting Detail 1/A5 shows partial grouted Please check 6 Include the generator grounding electrode system as well as the neutral bond connection at the generator itself onto the single line diagram 7 Include the 50 KVA transformer's grounding electrode system on the single line diagram 8 To speed up the review process, 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 City of Carlsbad O53181 9/23/03 9 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 Q Yes Q No 10 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation Thank you City of Carlsbad 053181 9/23/05 VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PREPARED BY David Yao BUILDING ADDRESS 2710 Loker Ave. W. PLAN CHECK NO 053181 DATE 9/23/05 BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION cell site Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Bldg Permit Fee by Ordinance ^y Valuation Multiplier By Ordinance Reg Mod per city VALUE ($} 80,000 80,000 $460 56 Plan Check Fee by Ordinance Type of Review Repetitive Fee Repeats Complete Review D Other D Hourly Structural Only Hour Esgil Plan Review Fee $299.36 $257.91 Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS DATE RESIDENTIAL * RESIDENTIAL ADDITION? MINOR f< $1O,OOO.OO) A'- TENANT IMPROVEMENT• PLAZA %,Vi*! CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE,BUILDINC OTHER PLANNER DAT? ENGINEER DATE + PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST 051191Plan Check No CB Planner Greg Fisher Type of Project & Use APN Zoning CFD (in/out) #_Date of participation Address &S/V Phone (760) 602-4629 Vf-DU/AC Facilities Management Zone Remaining net dev acres _____ Circle One (For non-residential development Type of land used created by this permit ) Legend Item Complete Environmental Review Required- DATE OF COMPLETION Item Incomplete - Needs your actujn YES )C NO _ TYPE ^ /n.f. ... .. - Compliance with conditions of approval9 If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES NO DATE TYPE OTHER RELATED CASES Compliance with conditions or approval9 If not, state conditions w'hich require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone'? YES_ CA Coastal Commission Authority9 YES.NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) _ Coastal Permit Determination Form already completed9 YES If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # _ NO D Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required: YES_ NCX*""" (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed9 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 .-£( Site Plan' D D D D 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhoq 1 Applicabilit rtectural Design Guidelines NO 2 i 1 2 3 4 PraefStcom plies YES bning: Setbacks Front Interior Side Street Side Rear Top of slope Accessory structure setb Front Interior Side Street Side Rear Structure separation Lot Coverage Height NO Required Required Required Required Required lacks Required Required Required Required Required Required / <^ Required ^S Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown -tfT Shown &fO& ^ tS'-fa/tShown -^ ^r ! 5 Parking Spaces Required',Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Addition Comments H \ADMIN\COUNTER\BldgPlnchkRevChkist Rev 9/01 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Carlsbad Fire Department Plan Review Requirements Category COMMIND , INDUS! Date of Report 09-27-2005 Reviewed by Name VELOCITEL INC Address 18071 FITCH AV STE 200 IRVINE CA 92614 Job Name VERIZON WIRELESS 274 SF TELECO Job Address 2710 LOKER AV WEST CBAD INCOMPLETE Tlivitun luuhaic submitted for review 13 incomplete—At thra time tin3 office canaqt eai'efully all commcnlj attached Please ivaubmtt the nocoaaary piano and/or apccificationa, with changca "clouded", to tliia office foi1I'cucw and Conditions: Cond CON0000750 Although the proposed sulfunc acid batteries do not fall under the scope of Article 64 of the California Fire Code, the following is recommended 1 A sign posted on the battery cabinets stating they contain lead-acid battery systems, energized electrical circuits and that the battery electrolyte solutions are corrosive liquids - 2 A fire extinguisher be mounted on the roof in an area where it won't be exposed to the elements (ram, etc ) A carbon dioxide, foam or dry chemical extinguisher is recommended The project has been reviewed and approved (with recommendations noted above), for the purposes of issuance of building permit This approval is subject to field inspection and required test(s), notations hereon, conditions in correspondence and conformance with all applicable regulations This approval shall not be held to permit or approve the violation of any law Entry 09/27/2005 By pp Action -AP - ^ my * * * « ® *B fVe/oc/ye/ ii/09/05 STRUCTURAL PLAN CHECK CORRECTION Project: McClellan Address- 2710 Locker Ave Carlsbad, CA 92008 Owner- Verizon Wireless Plan check #: 053181 2 See detail 8 in sheet S2. 3. a) See detail 8 in sheet S2 b) See detail 8 in sheet S2 c) See detail 8 in sheet S2. d) See detail 8 in sheet S2. •*" 4 e) See detail \ in sheet S2. f) See detail 3 m sheet S2. - g) See detail 3 in sheet S2. h) See page 21 in Structural Calculations document. 0 Not applicable. 5 See detail 1 m sheet AS Veldcijel Architecture & Engineering Divis/on !807I Fitch Avenue, Suite 200, frvine. CA 92614, Phone (949)809-4999, Fax. (949)553-3919 Velocrj-el RESPONSE LETTER TO: David Yao Plan Check NO: 053181 Project Address: 2710 LOCKER AVE. CARLSBAD, CA 92008 Project NO. NONE ITEM NO. I.Dane. See 1/E02 &2/E3. 2. Done. See 1/E02 18071 Fitch Avenue, Irvine CA 92614 USAT 94? 809 4m F 949 553 3719 wwwveiocitel net STRUCTURAL CALCULATIONS Me CLELLAN 2710 Locker Ave. Carlsbad, CA 92008 A PROJECT FOR 'REL July 18, 2005 o 1 f i • * # s* ft iVeloci-j-el Architecture & Engineering Division 18071 Fitch Avenue, Suite 200, Irvine, CA 92614, Tel 9498094999, Fax 9495533919 • ^f m * ^ w <y$f- l£g\/e/oc/ Project Number: Me CLELLAN For VERIZON WIRELESS Description of the project: 1) Design of equipment steel platform at roof level 2) Check of existing steel girder at roof 3) Design of 8'-4" high CMU enclosure wall 4) Design of cabinet anchorage against seismic overturning Design Codes: 2001 California Building Code Design Criteria* Seismic Zone 4, B fault at 10 km , So soil profile Disclosure Please be advised that the evaluation and recommendations made were based on partial as-built plans without on site intrusive investigation The design was assumed with adequate bearing and lateral support for its current situation Due to the unexposed existing framing, if found after start of construction there is any discrepancy between actual framing and this report or construction drawing, the contractor/owner shall notify the engineer of record for immediate remedial defails By accepting this report, the engineer of record shall not be held liable for discrepancies NOT brought up to the attention of the engineer of record With this inherent limitation, the design and evaluation was done in accordance with generally accepted engineering principles and practice Velocijel Architecture & Engineering Division 1807] Fitch Avenue, Suite 200, Irvine, CA 92614, Phone (949)809-4999, fax (949)553-3919 0)D.O o CO ooCM CO O O O ou_§ D_ _lLJJ111 H u_O g COLJJ Q oHo_o CD Oin O) o OJu LU_1 O o IT) OOCsl 00 O O o o LL Q_ _l UJLU H CO u_ O z CD COLJJ Q CD 111 O UJ_l Oo Company •Designer Job Number VelociTel, Inc A Celestmo Me CLELLAN DESIGN OF STEEL PLATFORM ON ROOF July 18, 2005 & 948AM Checked Bv Global Steel Code Allowable Stress Increase-Factor'(ASlR) * Include Shear Deformation IncludeWVaroing* "^ v^v:1 » >c '*V No of Sections for Member Cafes RedesigrVSections ' , >_AV -C'1 ^t -v*"<JI P-Delta Analysis Tolerance \/£*rtif"*Ql A vio i <•-. -j?"> ¥ ^ '( f '•. J^ ••"' * ' -, •" 'i \, ^ • ^ i«V CI LIL/ul /~\AiO ^ — .-irv^^- J _••" „ &> \, & ASD AlSC9th, A1S199 '1*333 •" ^ ,i'"V ,^ , Yes Ofes^"' '?' .^C^ f >f-r 3 Yes ^ t\l~ // -v-;rr*-~ " «.; 0 50% V*^',*; ^ r .?» v r^* ^ Materials (General) Material Label Young's Modulus (ksi) Shear Modulus (ksi) Poisson's Ratio Thermal Coef (per 10*5 F) Weight Density (k/ftA3) Yield Stress STL 29000 11154 65 49 36 Sections f 'SectionX Database Material Area SA(yy) SA(zz) I y-y I z-z J (Torsion) T/C / Label \ Shape Label (m)A2 (inM) (inM) (inM) Onlv / W8X24 \-JU6X6X3/8>i V SE©3. / W8X24B^TU6X6X6^ . STL T, .tSTL*?' ,- , STL 708 \ 8W 1 1 2>2_; 12 1 2" 1'2'-: 1 2 183 - <-> 41 6 ^1 1 828 & «41-.6*Ci. 1 35 t,;685*~ : 1 I Joint Coordinates Joint Label X Coordinate M. Y Coordinate Z Coordinatemi Joint Temperature Detach from Diaphragm N1 .* 'tf*' ••'Kio ^-'•^""lX'''^:•' v"^^ ^ ^^> ™^N^ C ^S/^^k 4 N3 ^ ~£$£ -^ j ^ „ Mvl" ?^t~^f^' /•: N5 v^4^f * ^-NB^-^s^^^ N7 ^'-.l^f'^vNS'^ i^VtC,^ N9 ± ^^fe N,10 ^-|i», C N11 «V± *_5»'N<12^ "^ *£ N13 tf^faf"}^ "^ i "'ti W 1 A'^OW "r^ w-c & N15 •^ • ^C ^ ^"' ^NMf\ t'^-cfr^"" N17 „*?•/ ..t L •" •^•Mlft^'^,"" " ^ N19 s 5 l'V*N20* f^ " N21 : 1 '-'>4"<N22Jt^i'\V-r N23 !"^~!;* jN24,"^v> x. 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No^ /\NO ^ AI*: No 4*\U *No^ x-r> -J' No ;a^ - ' No'/- V*^ No Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (k/in) (k/m) (k/m) (k-ft/rad) (k-ft/rad) (k-ft/rad) N3 *, -1 *"N1^, -f ' N4 •N2 - Reaction Reaction l-"> Reaction i Reaction Reaction ' Reaction > Reaction Reaction < Reaction ^Reaction^ ' ^ Reaction Reaction Reaction .Reaction Reaction .Reaction Reaction Reaction - / * Reaction Reaction Reaction .Reaction Reaction Reaction R1SA-3D Version 45 [S \3Structural\lrvine\Venzon\mc clellan\mcclel!an r3d]Page 1 Company VelociTel, Inc Designer A Celestino Job Number Me CLELLAN DESIGN OF STEEL PLATFORM ON ROOF July 18, 2005 948AM Checked By I> Member Data Member Label 1 Joint J Joint K Joint X-Axis Shape / Material Phy$ O M End Releases Rotate Section Set Memb l-End J-End (degrees) Set xyz xyz xyz xyz End Offsets Inactiv&lember l-End J-End Code Length (in) (in) (ft) M1 "MW2<? 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NC"** ^ NC'^ "\ NC I NC 2 1 NC 1479526 NC ^ 3 i #^ \ w |'?3 *.-" *- ?3; v'4 % 3 *sr *•'' SV „' J" V> ' "/3® % ^> 3 , B ; i ' - t "3- ' , *s ** *v" * 2 NC | RISA-3D Version 45 [S \3Structural\lrvine\Venzon\mc clellan\mcclellan r3d]Page 4 Company VelociTel, Inc Designer A Celestmo Job Number McCLELLAN DESIGN OF STEEL PLATFORM ON ROOF July 18, 2005 \ 9 48 AM i Checked By Envelope Member Deflections, (continued) \s Member Label ,-^M8/*''«' M9 tV"-*M.10T"V1 Section ;Mv. )•l*2i ~4 ' 2 !i~'f ir^fx t'3 ~f *$ ^ 1 2 3 " "' 4 ^*• 1 'if*- :? *1 ,9- J> '<*l "Y- 3 t,,::>,,- '^;~5 S mm max •mm max mmj max* smin max mm max mm max mm max >'mmV max *mm max* mm* x-Translate (in) -265 , ,,„ *.r\ : *'-** > ' \j >,=• i 1^-252* ' *•- ^.^0- *- * ,' '"' -- 2531 \\^*o**-% " - 252 f "- 05 0 05 0 0 0 *; osi-^ T ''-0 * " -s .-A.08-11', ~s* ro^r^ JT- 10 „ , '-•> jf'lU'Ow'l ?i " Lc 3 1 y "3^ '• -1 3 ,,3 gjl S, 73* 2 1 2 1 1 1 '"2t M'> O 3 ;,1 , v/i: -.1 ^ y-Translate (in) -307 - -298'H -. -316'v' •:; -'312^"; '""•- 37^1"^ "* *--214 "* V^i^g- > -325 -36 -724 -759 0 0 QO7^ -<- \J4L I .-?""'• "K S--- 384*1 ^737*r " r 863 !j;( ^ ~ .r\ \ '***'—s ?r ^U« *t ' - > ,™ ~ o1 Y - Lc 1 2< 4> 2'-.' -^-i ^^ i • 2, „ {i ; 2 1 2 1 1 1 xi2 £ * 1 <1 / - 2 ^ '^1S iS1r- "1 • z-Transiate (in) 0 .iv'005"^ /•*"^0/, ." V*08t1» - j" 'tQ -5«, ^:/ 003"^ 1. -" V; 0 1 >" * 265 0 884 0 0 0 (*4265V "?>'^o»t""5-r v^907Vl •>'A''l'|^U-'"ff' V -"-'«vOvVc B ,» A "W ,' . ¥ U !•* ~S Lc 1 2 " 1 t t2 il»- 2; ^115 3 1 3 1 1 1 ' 3^ 1;1 3 -\1 1^' t-1 f x-Rotate (radians) 5 542e-3 -7 367e-3; v-7^82e-3^ --6 374e-3 -7 692e-3 * -5 38e-3 -7 564e-3' -6 074e-4 -1 332e-3 -5 424e-4 -1 267e-3 0 0S6*993e-4s -1 !065e-4^ 7 tlfe-4« -:i"183e-4^ .-^-0 * f^ ,0 ~, - Lc 2 *A •' I -'2' •'"' fr>* *2 fe »1 V 2 1 2 1 1 1 2f! !4 1^' " 2'C - ^ ^""1 ^,1 *t (rfrUy Ratio VNC . > ,* NCV^1^ V *,NC^ 2020 434 M 798 302-r* -NC:>^, NC~ r NC NC 416545 404 1 84 NC NC •„- -NC^C^ * SW0-T ^ 407-922^ 5 -348 533 - " s*NC"^^ r-NC' \* hC/ -> V z" 4 9 >:.£.'' ^1 " . C ^•^ -- 2 1 -•*••>„ r- 4- <,2> A'* '. Y'\J: In) L/z Ratio ^-we — ^ 'NC^X ; 'NC->\ ,1480165^ '>,<NC v-• «.»Nr<- . ^( ' •*$ \\\J .,. B \-VNC A' NC NC 311 364 NC NC NC ^ NC?""" '4~SNCW •.'302--052/ :^w ^|\J^^ -^ , -I^NCv'-'** M sNC' 7'^ Lc\ /— -^ •• '*"; < 117 2 £& V^s j .*j 3 ^^ ^'^ ; :V - £ O ,C- ^ •* y v ** Envelope Member AISC ASP 9th Code Checks Label Lc Loc (ft) Dir Lc ASD Eqn Message 014 H1-2 014 H1-2 010 N -1, n ; i - 186 H1-1 173 H1-1 113 H1-1 on. RISA-3D Version 45 [S \3Structural\lrvine\Venzon\mc clelian\mcclellan r3d]Page 5 U - 0 ,^? U ooCM CO 0) Ha_o Q) LO O O CM CO < 00 N CD CD O_O CD LDOOOJ 00 CO N o ^CD Company Designer Job Number VelociTel, Inc Velocitel July 18, 2005 11 46 AM Checked By _ 14 Global Steel Code Aliowable,'Stfess.lncfease*Factor*(ASIF) " Include Shear Deformation Include, A/Varpmq .. /^v i1: " "'^ '* No of Sections for Member Calcs Redesign, Sections", " ift \ " v^<> P-Delta Analysis Tolerance Vertical^Axis" >* £*%*>*& ^5-i »- ASD AISC 9th, AISI 99 1 333 -' , ,S Yes Yes** ^JVw-' •* M" 5 Yes ,^ *, - 0 50% Y -> f* i F - -H^ J% f J<( , * £~ Materials (General) Material Label STL Sections Young's Modulus (ksi) 29000 Shear Modulus (ksi) 11154 Poisson's Ratio 3 Thermal Coef (per10A5F) 65 Weight Density <k/ftA3) 49 Yield Stress <ksi) , /36 Fff Section Database Material Area SA(yy) SA{zz) I y-y I z-z J (Torsion) T/C >H.abel\ Shape Label (in)A2 (inM) (mM) (inM) Only (( W 12X26^."x ^ssi^y i ^€53 W 12X26 * - f v't j£- STL . •; »STU ' STL 765 T 1 . ,- 1 1 2 *>1 2 1 2 1 2 -1 2?- 1 2 173 c4< v-1 -.&--S 1 204 'f' c* -«1 A "! 1 3 1 , *v 1 Jo/nf Coordinates Joint Label N1 * ,> v/i<4^N2, *> ,;V ~ N3 X Coordinate Y Coordinate (ft) (ft) 0 0 „•?**"' ' 30J75\*i/\ H! X^O:*5, * «-'' 95 0 Z Coordinate (ft) 0 & '" 0. *IV^! 0 Joint Temperature (R 0 A"->* v j4Q v y,Jv >-.- 0 Detach from Diaphragm No ~'~{ 'LNov" ~* No * Boundary Conditions Joint Label N1 - *" N2 ". ' Member Data Member Label I Joint M1 N1 X Translation (k/m) Reaction •*- Reaction-* Y Translation (Mm) Reaction Reaction ' Z Translation MX Rotation MY Rotation MZ Rotation (Mm) (k-ft/rad) (k-ft/rad) (k-ft/rad) Reaction . Reaction * : • V J Joint K Joint N2 X-Axis Shape / Rotate Section (degrees) Set IW12X2 & ' V j v " «^V . ^ -4 ,0?, .«,»•? Material Phyl O M End Releases End Set Memb l-End J-End l-End xyz xyz xyz xvz (in) 3 STL Y Offsets lnactiv*/lember J-End Code Length (in) (ft) 3075 Basic Load Case Data Load Type Totals BLC No Basic Load Case Category Category Gtavity Direct Description Code Description X ffY\ Z Joint Point Dist Area Surf 1 *) - > 3 * 4 DL -*> .-" ?LLI ^ ,^ SEISMIC X \ - SEISMIC Z * , None :None None None"i ' j * ' *• ' * ' '" « ii [^-1 J ' !^— ^ i *?^* v <. 2 1 ',1*/ ^ 2 ' 3 X-fe * X 1 "1 A-ot rl » / 7 ! ^ « ' W * : > ' Joint Loads/Enforced Displacements, Category . None, BLC 1 : DL Joint Label [L]oad,[M]ass,or Direction Magnitude [Displacement (k, k-ft, in, rad, k* N3 N1 L ' -^ ''I Y Y sA2/tt) -274 - - 0 RISA-3D Version 45 [S \3Structural\lrvtne\Venzon\mc clellan\MCCLELLAN 2 r3d]Page 1 Company VelociTel, Inc Designer Velocitel Job Number July 18, 2005 11 46 AM Checked By^ D Joint Loads/Enforced Displacements, Category : None, BLC 2 : LL Joint Label N3 [L]oad,[M]ass,or Direction Magnitude fDlisplacement (k, k-ft, in. rad. k*sA2/ft) L Y -716 | Joint Loads/Enforced Displacements, Category • None, BLC 3 • SEISMIC X Joint Label N3 ? " ,-N3f •&? *« [L]oad,[M]ass,or Direction Magnitude fDlisplacement (k. k-ft. in, rad. k*sA2/ft) L X 778 ,£i%V *IF£ ' - ?_ MzX • \ .1 579- u, i Joint Loads/Enforced Displacements, Category : None. BLC 4 : SEISMIC Z Joint Label N3 i 'I * - ^N3*1S?;, "*" < N3 [L]oad,[M]ass,or Direction Magnitude fDl splacement (k, k-ft, in, rad, k*sA2/ft) L Z 567 p"Vt~v '!» •" v ^ "^CMxB " 1 - i , •^MX157"^'J" "% L Y 0 Member Direct Distributed Loads, Category : None, BLC 1 : DL Member Label M1 Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F} (k/ft, F) (ft or %) (ft or %) Y -13 -13 0 0 Member Direct Distributed Loads, Category : None, BLC 2 • LL Member Label M1 Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft. F) (ft or %) (ft or %) Y -136 - 1 36 0 0 Load Combinations Num Description 1 DL+LL Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor V 1 1 ^2 f >&',DL+SEISMICX - .y ^y">j *^-^1 j -1 >V^ \ 3 DL+SEMSICZ y y 11 1 2 1 | A ,- 1$ ;"-3 . "»1 * ^ -' » 'r, * ' " _V ^5 "P. -4**X ^1 4r , > »*V f'' * - • s £- - -,,: . ,J't, 7l!!." \ ^> 1 4 1 Envelope Member Deflections Member Label Section x-Translate Lc y-Translate Lc z-Translate Lc x-Rotate Lc (n) l_/y (Ratio Lc (n) L/z Ratio Lc (m) (in) (m) (radians) x^~\ M1 1 2 3 4 5 max mm max mm max mm max 0 0 0 1 1 2 0 I 1 0 0 0 2 1 2 mm I 0 I 1 max mm 0 0 1 1 0 0 -69 -1 116 -917 -1 505 -624 -1 034 0 0 1 1 2 1 2 1 2 1 0 0 753 0 958 0 616 0 1 I 0 1 I 0 1 1 0 0 3 I 2341e-1 1 1 3 11 0 11 3 1 3 1 1 1 2 893e-1 0 2 893e-1 0 2 893e-1 0 3 1 3 1 3 1 /NC ^ NC 534 977 | 2 330 756 402 388 2452 591 33 \356 761 V NC J VfclC J 1 2 1 2 1 NC NC 49018 NC 385 364 NC 599 195 NC NC NC 3 3 3 Envelope Member AISC ASP 9th Code Checks Label M1 Code Chk ( ' 874^ LOG Shear Chk (ft) Lc ^--^o ;5 ( 757 ) LOG (ft) 9289 Dir V Lc 3 ^^ — ^GkL ^ ^Oii ASD Eqn H1-1 Message RISA-3D Version 45 [S \3Structural\lrvme\Venzon\mc clellan\MCCLELLAN 2 r3d]Page 2 Title Dsgnr Description Job# Date 1032AM. 25 JUL 05 Scope Code Ref AC! 318-02, 1997 UBC 2003 IBC, 2003 NFPA 5000 Rev 580000User KW 0604502 Ver580 1 Dec 2003 (c|1983-2003 ENERCALC Engineering Software Cantilevered Retaining Wall Design Page 1 rncclellan ecw Calculations Description I>£:s\^/0 of Criteria | Retained Height I 0 33 ft j Wall height above soil = L_8_OOftJ Slope Behtnd Wall = 0 00 1 Height of Soil over Toe = 4 00 in Soil Density = 11000pcf Wind on Stem = 0 0 psf Surcharge Loads | Surcharge Over Heel = 0 0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0 0 psf Used for Sliding & Overturning Design Summary | Total Bearing Load = 1,267 Ibs resultant ecc = 9 34 in Soil Pressure @ Toe = 1,171 psf O Soil Pressure @ Heel = 0 psf O Allowable = 1,333 psf Soil Pressure Less Than Allowable ACl Factored @ Toe = 1,628 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 106psi O Footing Shear @ Heel = 3 1 psi O Allowable = 85 0 psi Wall Stability Ratios Overturning = 1 91 OK ^ Sliding = 281 OK ^ Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 182 7 Ibs less 100% Passive Force= - 133 3 Ibs iess 100% Friction Force= - 380 1 Ibs Added Force Req'd = 0 0 Ibs O for 1 5 1 Stability = 0 0 Ibs O Footing Design Results § Toe Heel Factored Pressure = 1,628 0 Mu1 Upward = 1,150 0 Mu1 Downward = 232 249 Mu Design - 917 249 Actual 1-Way Shear = 10 61 3 13 Allow 1-Way Shear = 85 00 85 00 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd S(- 4" m^ cMO g_fliCt3$OVZ. <*) * LL Soil Data | Footing Strengths & Dimensions Allow Soil Bearing 3~Tj333_p_&sfJ fc - 2500 psi Fy - 60,000 ps Equivalent Fluid Pressure Method Mm As % = 00014 Heel Active Pressure = 35 0 Toe W|dth = 1 1? ft Toe Active Pressure = 35 0 Hee, Wldth = ., fi^ Massive Pressure isuu Total Footing Width = | 300 / _ ., Footing Thickness = 1200m FootmgNSoil Friction = 0300 0 .. ' Key Width = 000 inSoi height to ignore ,,' n™^ n ™for passive pressure = 000m Key Depth - 0 00 nKey Distance from Toe = 0 00 ft Cover @ Top = 3 00 in @ Btm = 300m | Lateral Load Applied to Stem | I Axial Load Applied to Stem 3 Lateral Load = | 151 6 #/fT\ Axial Dead Load = / 22 8 Ibs f Height to I op = b OU tt \ Axial Live Load - 0 U Ibs — ' Height to Bottom = 5 00 ft ^ Axial Load Eccentricity = 0 0 in Stem Construction B Top Stem 2nd Design height ft= 250 000 s Wall Material Above "Ht" = Masonry^ Masonry ./ Thickness = 800 800 £ ^^ RebarSize = #4 #5 Rebar Spacing = 24 00 24 00 Rebar Placed at = Center /tdgfe fb/F^B + fa/Fa = o 770 ^ o 734 ^ / Total Force @ Section lbs= 1516 1516 < ^ Moment Actual ft-#= 4548 8338 < \s Moment Allowable ft-#= 6145 1,2188 Shear Actual psi = 36 27 // Shear Allowable psi= 258 258 / Bar Develop ABOVE Ht in = 24 00 30 00 Bar Lap/Hook BELOW Ht m = 24 00 6 00 Wall Weight psf= 840 840 Rebar Depth 'd1 in = 3 81 5 25 <tS fm PSI= 1-500 1.500 ^ Fs psi= 24,000 24,000 Solid Grouting = Yes Yes ' Modular Ratio 'n' = 25 78 25 78 Short Term Factor = 1 330 1 330 psf Equiv Solid Thick in = 7 60 7 60 ft-# Masonry Block Type = Normal Weight ft-# fc psi = psi FV PS| - PSI Other Acceptable Sizes & Spacings Toe Not req'd Mu < S * Fr Heel Not req'd, Mu < S * Fr Key No key defined A "iTitle Job # f J- Dsgnr Date 1032AM, 25 JUL 05 ' ! Description Scope Code Ref AC! 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 user Kw-0604502 ver 5 8 o i Dec 2003 Cant ilpvprpri Rptaininn Wall Dcsion Page 2 1(c)1983-20D3ENERCALCEngineerng Software OdllUICVBI BU neidllllliy VVdll L/eaiyil mcclelbn ecw Calculations | Description , Summary of Overturning & Resisting Forces & Moments | Item Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Foot ng Load = Added Lateral Load = Load @ Stem Above Soil = SeismicLoad = Total OVERTURNING RESISTING Force Distance Moment Force Distance Moment Ibs ft ft-# Ibs ft ft-# 311 044 138 Soil Over Heel = 427 242 1033 Sloped Soil Over Heel Surcharge Over Heel = Adjacent Footing Load = 1 51 6 6 50 985 4 Axial Dead Load on Stem = 22 8 1 50 34 2 Soil Over Toe = 42 8 0 58 25 0 Surcharge Over Toe = Stfim Weiahtfsi - 700 0 1 50 1 050 0 1827 OTM = 9992 Earth @ Stem Transitions = Resisting/Overturning Ratio = 1 91 Footing Weight = 450 0 1 50 675 0 Vertical Loads used for Soil Pressure = 1 266 9 Ibs Key We'9nt Vertica x ^M f~l ^ —* Vert Component = 87 3 00 26 0 component or active pressure used tor soil pressure Total = 1 266 9 ibs R M - 19134 I r> LV £ ' TV_L> 1) (o OL- 6 ps-f* 3.8 '= ~Z2 ?^A(t N E _ [% Ops £* K 33 -V 2 ? $ }* fl ,2,Z_1 ^i , r JL / / 1 ^— 5e- k ^ i t; - 1 S f. 6 */4 t c VelociTel PAGE DATE JOB No McClellon LATERAL FORCE ON ELEMENTS OF STRUCTURES, NON STRUCTURAL COMPONENTS AND EQUIPMENT SUPPORTED BY STRUCTURES ALLOWABLE STRESS DESIGN CBC2001 CHAPTER 1632 1 ATTACHMENTS FOR FLOOR OR ROOF MOUNTED EQUIPMENT WEIGHING LESS THAN 400 POUNDS AND FURNITURE NEED NOT BE DESIGNED THE TOTAL LATERAL SEISMIC FORCE Fp Fp= (4 0 x Co x Ip) x Wp (32-1) OR Fp=(ap x Ca x Ip / Rp ) x (I + 3 x Hx/Hr) x Wp (32-2) Fp SHALL NOT BE LESS THAN (.7 x Ca x Ip) x Wp (32-3) AND NEED NOT BE MORE THAN 4 0 x Ca x Ip x Wp \c/i Distance to known source Seismic Zone: Seismic Import Factor Ip : Soil Profile Types: Near Source Factor Na = Seismic Coefficient Ca = Seismic Source Type B All faults other than type A and C 10 Standard SD Stiff Soil 1 0 044 Element Description Wt (Ibs)Hrf(ft)ap Eq32-1 Eq 32-2 Eq 32-3 Fp (Ibs) Cabinet anchorage 1 0 1 76 0 15 031 031 For ASD Design Seismic Coeff = Coeff / 14 =0220 McL 97Element Lateral on grade xls VelociTel PAGE DATE JOB No LATERAL FORCE ON ELEMENTS OF STRUCTURES, NON STRUCTURAL COMPONENTS AND EQUIPMENT SUPPORTED BY STRUCTURES ALLOWABLE STRESS DESIGN CBC200! CHAPTER ^632 I ATTACHMENTS FOR FLOOR OR ROOF MOUNTED EQUIPMENT WEIGHING LESS THAN 400 POUNDS AND FURNITURE NEED NOT BE DESIGNED THE TOTAL LATERAL SEISMIC FORCE Fp Fp=(40xCaxlp)xWp (32-1) OR Fp=(ap x Ca x Ip / Rp ) x (1 + 3 x Hx/Hr) x Wp (32-2) Fp SHALL NOT BE LESS THAN ( 7 x Ca x Ip) x Wp (32-3) AND NEED NOT BE MORE THAN 4.0 x Ca x Ip x Wp Distance to known source Seismic Zone. Seismic Import Factor Ip Soil Profile Types: Near Source Factor Na = Seismic Coefficient Ca = Seismic Source Type B All faults other than type A and C 10 Standard SD Stiff Soil 1 0 044 Element Description Wt (Ibs)Hrf(ft)ap Rp Eq32-l Eq 32-2 Eq 32-3 (Ibs) Cabinet anchorage 1 1 0 76 059 031 059 For ASD Design Seismic Coeff = Coeff / 14 = 97Element Lateral xls PAGE DATE JOB No Non-Bldg. Component / Equipment Anchorage Element Description: 2375 Ibs cabinet max ASD Design Coefficient for ASD design = 0419 pphxe , FDhsm9 \ Fphcos0 wp = Note 1 4 factor has been reduced for ASD Note Ca and I„ not needed for ASD 2375 Ibs __ 995 125 Ibs PI AN l/IFW W FDhcos6 Fph = Coeff XWP - Fpv = 0 5x Cax I xDL = 0 00 Note DL = 00 for ASD design b! = Length (in ) = 27 b2 = Width (in ) = 24 h = Height of CG (in) = 36 N = Number of anchoring legs = w 729 2 _lyy=(N/4)xbz' =576 For Worst Condition Where 6 = tan x b, /b2) =41 63 The net Up-Lift at mount 2 = Pt=(09xWp -Fpv)/N-Fph (cos 0 ) ( h) (b 2 / 2 ) /1 „ - Fph (s,n 8 ) (h) (b f /2;//; The net Compression at mount 4 = 0)(h)(b2/2)/lyy+Fph(sm 0 ) (h ) ( b, / 2 ) / i xx = The net Compression at narrow face at each support (when 9 = 0}- P c=(Wp +Fpv)/4 + Fph (h)(b2)/2= 13401 /bs Shear reinforcing . Use 1/2" dia M B Steel to Steel Valtow= 1963 Ib Uplift reinforcing Use 1/2" dia M B Steel to Steel Tanow = 3900 Ib Unity check ( t/Tall f3 + ( v/Vall )5/3 = 0 1 1 33 OK Ibs -464 20 1592 32 Equip Anchor MB xls 47 5 6 6 1 1 0^6^36 -it H O (6 4 3 , 3 U: License B/C7-515 503 July !0. 2006 City of Carlsbad Department oi Planning & Land Use Building Division 1635 Faraday Avenue Carlsbad, CA 92008 Re vi ** CB053 8 127 1 oker Avc West, Carlsbad, CA 92008 / *^-T V1"1"" *~ * — lo Whom It May Concern Please remove Western lel-Com Development, Inc as the general contractor for the nbo\c referenced project Ven/on Wireless has awarded this project to another general contractor No work was pcrfomed on this project by Western Tel-Cam Development, me It you have any questions m regards to this matter, please feel free to contact me at (95 1 ) 304-1002 Sincerely Western Tel-Corn Development, Inc. Flockcn Project Coordinator Western Tel-Corn Development, Inc. 41715 Cherry Street, Mwneta, CA 92562 * (951) 304-1002 Office * (951) 304-1012 Fax * E-Mail office@westerntelcom.net Stale a California CONTRACTORS STATE LICENSE BOARD ACTIVE LICENSE ConsumerAffairs „,._ 338554 _„_ BURGE CORPORATION BA 10/31/2006 ACORD, CERTIFICATE OF LIABILIT PRODUCER California Contractors Network , Inc - ' 2151 Convention Center Wy #203 C vrio CA 91764 i. ,ne. 800-592-0047 Fax 800-592-2541 INSURED Western Tel-CornDevelopment, Inc License # 515503 41715 Cherry St Murrieta CA 92562 YINSURANCE m&£Lfc DATE (MM/DD/YYYYJ 12/21/05 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW INSURERS AFFORDING COVERAGE INSURER A California Contractors Network INSURER B INSURER C INSURER D INSURER E NAIC# COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POUCiES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS insttLTB A HSRD TYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY j CLAIMS MADE I_J OCCUR GEN L AGGREGATE LIMIT APPLIES PER~n POUCY n™& n^oc AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGE LIABILITY ANY AUTO EXCESS/UMBRELLA LIABILITY [OCCUR [ 1 CLAIMS MADE DEDUCTIBLE RETENTION I WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUT1VEOFFICER/MEMBER EXCLUDED? If yes describe under SPECIAL PROVISIONS Below OTHER < POLICY NUMBER » - • 4503-024 POLICY EFFECTIVE DATE<MM/OOfYYl 01/01/06 POLICY EXPIRATIONDATE (MNUDQIYY1 12/31/07 LIMITS EACH OCCURRENCE PREMISES (Ea occurence) MED EXP (.Arty one person) PERSONAL a ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY , (Per accident) PROPERTY DAMAGE (Par accident) AUTO ONLY - EA ACCIDENT m-HFRTHAN EA ACC AUTO ONLY .-,,AGG EACH OCCURRENCE AGGREGATE ,. VYLSIAlU- | uiH- A TORY LIMITS ( ER EL EACH ACCIDENT E L DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT S I S $ $ s s $ I $ $ s s $ $ s s $ 51,000,000 si, 000, 000 $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Re: License # 515503 Authorized by State of California -Department of Industrial Relations -Office of the Director Certificate to Self Insure #4503 CERTIFICATE HOLDER CANCELLATION CONTRAL Contractors State License Board P 0 Box 26000 Sacramento CA 95826 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES ^ ^ ,-, AUTHORED REPRESENTATIVE J/ 1 /// , J /7/7/^ Thomas J Wheeler / MW^ /// ItihJLtl/^ ACORD 25 (2001/08)©ACO^D CORPORATION 1988 COujQ<O Q2