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HomeMy WebLinkAbout2175 Camino Vida Roble; ; CBC2018-0180; Permit(city of Carlsbad Commercial Permit Print Date: 08/28/2018 Permit No: CBC2018-0180 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2175 Camino Vida Roble BLDG-Commercial 2130501300 $80,000.00 Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Tenant Improvement Status: Applied: Issued: Permit Finaled: Inspector: Closed -Finaled 04/03/2018 06/11/2018 PBurn Plan Check#: Final Inspection: 8/28/2018 9:34:28AM Project Title: Description: AT&T: AODING A WASTE MANAGEMENT SYSTEM, ICE MACHINE AND LOCKERS Owner: Contractor: PACIFIC BELL RJ DAUM CONSTRUCTION COMPANY BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) 2175 Camino Vida Roble CARLSBAD, CA 92008 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MECHANICAL BLOG COMMERCIAL NEW/AODITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $1,118.53 Total Payments To Date: $1,118.53 7562 Trade St San Diego, CA 92121-2412 858-621-8750 Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions bereafter 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. $0.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov $538.90 $377.23 $60.00 $4S.OO $71.00 $4.00 $22.40 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILD1NG OFIRE OHEALTH 0HAZMAT/APCD ( City of Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov SUITE#/SPACE#/UNIT# JOB ADDRESS 2175 Camino Vida Roble Plan Check No. Est. Value Date SWPPP 24 00 CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Jnclude Square Feet of Affected Area(s) Adding a waste management system, ice machine and lockers. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) I FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS Telephone Exchange no change YES[), No0 YES0No0 YES0No0 APPLICANT NAME Marie Lakev PROPERTY OWNER NAME AT&T California Prlmano Contact ADDRESS ADDRESS 4719 Palm Ave 650 Robinson Ave CITY STATE ZIP CITY STATE ZIP La Mesa CA 91941 San Diego CA 92103 PHONE 'FAX PHONE FAX 6194666224 EMAIL EMAIL mlakey@treisd.com nv3624t@att.com DESIGN PROFESSIONAL Turoin & Rattan Enaineerina, Inc. CONTRACTOR BUS. NAME RJ Daum Construction ADDRESS ADDRESS 4719 Palm Ave 7562 Trade Street CITY STATE ZIP CITY STATE ZIP La Mesa CA 91941 San Dieao CA 92121 PHONE 'FAX PHONE FAX 6194666224 8586218750 EMAIL EMAIL mlakey@treisd.com tpike®ridaum.com I STATE UC. '19334 STATE LIC.# i'l. 7160 ~~~ C-8' 1 c,e'.'i'.'.'.os, Z-Vi<' 1 1 '>< (Sec. 7031.5 Business and Professions Code: Any City or Coun.ty which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, comme.nding with Section 7000 of Division 3 of the B.usiness and Professions Code} or that he 1s 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 Wortc:ers' Compensation Declaration: / hereby affimi under penalty of petju,y one of the following declarations: 0 I 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. ~ I have and wm m,;.1a;o worl<e<}Jompeos~on, as ,equ;~d by Secboo 3700 of the Labo, Code. foe the pertocmaace of the •o_rk for which lhs permit is issued. My workers' compensati(J\i'}>ur-ance carrier and policy ""mbec '"' lasoraace Co _ eW ~ ~.re ;\: 1'\VI t.w-~ Co"'~po1;cy No. _ '2. l Z %'J'il_ ___ ---Exp;,at;on Date _'.I/ j,'ly____ ---_ 'pi.is. section need not be completed if the permit is for one hundred dollars ($100) or less. LJ Certificate of Exemption: l certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure ta secure wartc:ers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, d provided for tn .~ectlon 3706 of the Labor code, interest and attorney's fees. LS CONTRACTOR SIGNATURE t8/'GENT DATE !JiAVIC' I hereby affirm that I am e:tempt from Contractor's License Law for the following reason: 0 0 D I, as owner of the property or my employees with wages as their sole corrl)ensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and Who does such work himself or through his own employees, provided that such improvements are not inlended 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). 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 bu11ds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section ___ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement 0Yes 0No 2. I (have I have not) signed an application for a building permit for the proposed work 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 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 I address I phone I contractors' license number): 5. I wilt provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone I type of work): LS PROPERTY OWNER SIGNATURE O•GENT DATE COMPLETE THIS SECTION FOR NON·RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management distn'ct? Yes No \s 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. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I certify that I have read the application and state that the abo\le infonnat:ion is correct and that the infonnatlon on the plans is accurate. I agree to comply'Mth all City ordinances and State laws relating to building construction. I hereby authoriZe representative of the City of Cartsbad to enter upon the above mentioned property for inspectiofl purposes, I /IJ..SO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE Of THE GRANTING OF THIS PERMIT. OSHA: AA OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every pelTllil issued by the Building Official un<iar the provisions of this 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 dale of such permit or if the budding or WOik aulhonzed by such permit IS sjpended or abandoned at any time after the wol1<.1S commenced fOI" a period of 180 days {Section 106 4 4 Unifom1 Bu1ld1ng Code} -@fAPPLICANT'SSIGNATURE _/}---~ DATE ~-Zb -_\!!r STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email bµilding@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ~DD RESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICKUP: CONTACT (Listed abo'tle) OCCUPANT (Listed abo'tle) CONTRACTOR (On Pg. 1) ASSOCIATED CB#-·--·-----·--.--.---MAIL TO: CONTACT (Listed abo..,e} OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: --·---·--··· -. CHANGE OF USE / NO CONSTRUCTION ·-·- .6SAPPLICANT'S SIGNATURE DATE ' ,, a PERMIT INSPECTION HISTORY REPORT (CBC2018-0180) Permit Type: BLDG-Commercial Application Date: 04/03/2018 Work Class: Tenant Improvement Issue Dato: 06/11/2018 Status: Closed -Finaled E.xpiration Date: 12/10/2018 Scheduled Date 06/06/2018 Actual Start Date 06/06/2018 06/12/2018 06/12/2018 08/28/2018 08/28/2018 August 28, 2018 IVR Nurnber: 10501 Inspection Type Inspection No. BLDG-24 Rough!Topout 060175-2018 Checklist Item BLDG-Building Deficiency BLDG-11 Foundatlon/Ftg/Pier s (Rebar) 060708-2018 BLDG-Final Inspection Checklist Item BLOG-Building Deficiency 068329-2018 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Inspection Status Passed COMMENTS Passed COMMENTS Passed COMMENTS Owner: PACIFIC BELL Subdivision: CARLSBAD TCT#73-49 Address: 2175 Camino Vida Roble Carlsbad, CA 92011-1404 Primary Inspector Reinspection Paul Burnette Passed Yes Paul Burnette Passed Yes Andy Krogh Passed Yes Yes Yes Yes Yes Complete Complete Complete Complete Page 1 of 1 Job Address Eagle Special Inspections, Inc ACI-ICC PO Box 2276, Vista, CA 92085 (760) 716-0244 Email: mdutemple@gmail.com DAILY OBSERVATION REPORT 2175 Camino Vida Roble rennit No. CBC2018= 1080 Job Name Storage Container ·Plan File No. issoed by Carlsbad Architect Turpin & Rattan Contractor RJ Daum Material_ Reinforcement Dcscnpbon DESCRIPTION OF WORK OBSERVED ;Engineer Lane . Subcontractor Ang us ' :samples ,, X ,, Qty DATE: 6/12/2018 Observation of concrete placement for new footings for storage container. Reinforcement in place per 21, 32, 11 / S0.1. Bar size, spacing, quantity, laps and clearance verified. I hereby certify, that at the time of this report, I have observed all of the Inspector Michael DuTemoK("" ) above reported work, unless otherwise noted. To the best of my knowledge and belief, I have found this work to comply with the approved plans, ~ --specifications and applicable sections of the building code as it applies to Signature 7 the jurisdiction where the project is localed. This report cannot be construed to be a recommendation of work, of any nature, to be performed. The - Owner, or a successor in interest, shall hold hannless Eagle Special Concrete ICC 8206178 Inspections, Inc from any and all legal proceedings, of any nature whatsoever, that are related to the observation services provided. Specialty License No. TIME rN TIME OUT I MrN FEE IDAIL y FEEi OT HRS I DTHRS 4 Approved By: ' I / I i Eagle Special Inspections, Inc ACI-ICC PO Box 2276, Vista, CA 92085 (760) 716-0244 Email: mdutemple@gmail.com DAILY OBSERVATION REPORT JobAddcess 2175 Camino Vida Roble Pecmll No CBC2018':;J.G60 0/'t,O Joh Name Storage Container Plan File No Issued by Carlsbad Acch;tect Turpin & Rattan Engineer Lane Contractor RJ Daum Subcontractor Angus Material Reinforcement Samples "X " Qty Description DESCRIPTION OF WORK OBSERVED DATE· 6/12/2018 Observation of concrete placement for new footings for storage container. Reinforcement in place per 21, 32, 11 I S0.1. Bar size, spacing, quantity, laps and clearance verified. I hereby certify, that at the time of this report, I have observed all of the lnspecto1· Michael DuTemoll("'"" ) above n:porteJ work, unless otherwise noted. To the best ofmy knowledge and belief. I have found this work to comply wilh the approved plans, -"' -specifications and applicable sections of the building code as it applies to t' the jurisdiction wher1.: the proJect is located This reporl cannot be construed Signature ../' to be a recommendation of work, of any nature, to be performed. The - Owner, or a successor in interest, shall hold harmless [agle Special Concrete ICC 8206178 Inspections, Inc from any and all legal proceedings, of any nature whatsoever, that are related to the observation services provided Specialty License No TIMFIN TIME OUT I MIN FEE DAILY FEEi OT HRS I OT HRS 14 Appmved By: ; I ! I Eagle Special Inspections, Inc AC! -ICC PO Box 2276, Vista, CA 92085 (760) 716-0244 Email: mdutemple@gmail.com DAILY OBSERVATION REPORT Job Addcess 2175 Camino Vida Roble Pecmit No CBC2018=1080 Job Name Storage Container Plan File No. Issued by Acchitect Turpin & Rattan Engineer Lane Contractor RJ Daum Subcontractor Angus Material C t Description 0ncre e Samples 4 "X 8 DESCRIPTION OF WORK OBSERVED DATE: 6/13/2018 Carlsbad " Qty 4 Observation of concrete placement for new footings for storage container. Reinforcement in place per 21, 32, 11 I S0.1. Bar size, spacing, quantity, laps and clearance verified. Superior mix #8258P 3000 psi concrete was tailgated into clean, dry, debris free earthen forms and manually consolidated. 4 yds placed Concrete 82' Air 73' Slump 5" Ticket #2387735 0 gallons added I hereby certify, that at the time of this report, I have observed all of the [nspector Michael DuTemoi€"'"" ) above reported work, unless otherwise noted. To the best of my knowledge and belief, I have found this work to comply with the approved plans, ,JI('\. -specifications and applicable sections of the building code as it applies to r the jurisdiction where the project 1s located. This report cannot be construed Signature _.,, to be a recommendation of work, of any nature, Lo be pertOnned The - Owner, or a successor in interest, shall hold harmless Eagle Spec ml Concrete ICC 8206178 Inspections, Inc from any and all legal proceedings, of any nature whatsoever, that are related to the observation services provided. Specialty License No TIME IN TIMEOUT MIN FEE DAILY FEE\ OTHRS I DTHRS 4 Approved By: ' I j I Eagle Special Inspections, Inc ACT-ICC PO Box 2276, Vista, CA 92085 (760) 716-0244 Email: mdutemple@gmail.com DAILY OBSERVATION REPORT Job Add<ess 2175 Camino Vida Roble Pe,m;, No CBC2018=1080 Job Name Storage Container Plan File No Issued by M,h;iect Turpin & Rattan Engineer Lane Contractor RJ Daum Subcontractor TC Mate,;,1 W Id" Description e lnQ Samples "X DESCRIPTION OF WORK OBSERVED DATE: 7/12/2018 Carlsbad " Qty Observation of field welding for embed plates to new storage container. Fillet Welds in place per 31/S0.1. Size and type in conformance to approved plans I hereby certify, that at the time of this report, I have observed all of the Inspector Michael DuTemt)il("" } above reported work, unless otherwise noted. To the best of my knowledge and belief, I have found this work to comply with the approved plans, ,Al('\ ~ specifications and applicable sections of the building code as it applies to r the jurisdiction where the project is located. This report cannot be construed Signature ~ to be a recommendation of work, of any nature, to be performed. The - Owner, or a successor in interest, shall hold harmless Eagle Special Concrete ICC 8206178 Inspections, Inc from any and all legal proceedings, of any nature whatsoever, that are related to the observation services provided Specialty License No. TIME IN TIMEOUT MIN FEE DAILY FEE! OT HRS I DT HRS 4 ' Approved By: i I ' ' I City of Carlsbad CBC2018-180 5/17/2018 ~ EsG1I A SAH:bu1lt Cornp,iny DATE: 5/17/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-180 SET: II il-APPLICANT r JURIS. PROJECT ADDRESS: 2175 Camino Vida Roble PROJECT NAME: AT&T adding waste management system, Ice machine and lockers D D D D D 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 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: 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: (), Date contacted: /./ Telephone#: (b~ Email: Mail Telephone Fax In Person D REMARKS: By: Morteza Beheshti EsGil 5/10 Enclosures: • DATE: 4/13/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-180 ~ EsG1I A SAf'Ebu1\t Co1npar,y SET: I PROJECT ADDRESS: 2175 Camino Vida Roble D APPLICANT D JURIS. PROJECT NAME: AT&T adding waste management system, Ice machine and lockers D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The 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. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D 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:,rarie Lakey Telephone#: 619.466:~~ (I) 2 Zt/ Date contacted: '1";l{Q (by(@ ) Email: mlakey@treisd.com Mail Telephone Fax In Person D REMARKS: By: Morteza Bebeshti EsGil 4/5 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad CBC2018-180 4/13/2018 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK#.: CBC2018-180 OCCUPANCY: B TYPE OF CONSTRUCTION: V ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/16/18 DATE INITIAL PLAN REVIEW COMPLETED: 4/13/2018 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Corporate real estate ACTUAL AREA: STORIES: 1 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/5 PLAN REVIEWER: Morteza Beheshti 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 CBC2018-180 4/13/2018 Please make all corrections on the original tracings, as requested in the correction list. Submit four 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: 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 two corrected sets of plans and calculations/reports to EsGil 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. 1. Please sign all plans. 2. Please GFI receptacle for the ice machine. Depending on age of the machine. 3. Please provide pipe size for the drain pipe. P trap not shown for connection to building sewer. 4. Please provide lighting energy compliance forms for review. 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. 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: Yes D No D 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 Morteza Beheshti at Esgil Corporation. Thank you. • 'City of Carlsbad CBC2018-180 4/13/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-180 PREPARED BY: Morteza Beheshti DATE: 4/13/2018 BUILDING ADDRESS: 2175 Camino Vida Roble BUILDING OCCUPANCY: M BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee Type of Review: 0 Complete Review D Repetitive Fee -... .,;.J Repeats Comments: D Other D Hourly EsGil Fee Reg. VALUE Mod. 138,414 D Structural Only 1-------11Hr. @ • ($) 80,000 80,000 $534.00! $347.10J $304.38J Sheet 1 of 1 LANE ENGINEERS, INC. 979 N. Blackstone St. Tulare, CA 93274 Phone: (559) 688-5263 www .Ianeengineers.com Date: March 81h, 2018 CLIENT: Turpin & Rattan, Inc. Sheet: I of G Appendix: A-I -> ~ Job No. 18061 PROJECT: LOCATION: 20' Storage Container Anchorage and Footings for AT&T Recycle Center 2175 Camino Vida Roble Carlsbad, CA GOVERNING CODE: California Building Code, 2016 Edition STRUCTURAL CALCULATIONS ARE BASED ON THE FOLLOWING CRITERIA, UNLESS NOTED OTHERWISE Risk Category.... ......................... ............ . .............................. Risk Category II Wind Loading............................ .............. . ...... 110 MPH (3-sec Gust), Exp. C Seismic Loading_........................................... . ........... Design Category D Design Methodology......... ............ ............... . . .... Allowable Stress Design Structural Steel (shapes, plates, barsL.......... . ....... ASTM A36 or A572 (36 ksi yield) Cold-Formed (light-gage) sections, plates, etc.: 16 Ga. & Heavier 18 Ga. & Lighter ....................... . Pipe ................................ . Rectangular Hollow Structural Steel. ...... . Welding .................................................. . Bolts Reinforcing Steel (#4 & smallerL ........ . Reinforcing Steel (#5 and larger) ......... . Concrete .. Soil Bearing .. ... ASTM A570 (50 ksi yield) .... ASTM A61 I, Gr. C (33 ksi yield) ASTM A53, Gr. B (35 ksi yield) ASTM A500, Gr. B ( 46 ksi yield) AWA D\.1-06 ASTMA307 . ... ASTM A615, Gr. 40 . ... ASTM A615, Gr. 60 ......... 3,000 psi@ 28 days .. Assumed, Class 4 soil (SW, SP, SM, SC, GM, GC) per CBC Table 1806.2 Note: Container and all items within or attached to the container are designed and detailed by others. LANE ENGINEERS, INC. 979 N. Blackstone Street • Tulare, California 93274 www.laneengineers.com (559) 688-5263 _______ 2_o·_c_o_NT_A_1N_E_R _______ SHEET 2 OF 6 PROJECT CLIENT BY _______ T_u_RP_IN_&_RA_TT_AN _______ JOBNO. ____ 1_80_61 ___ _ JA CHKD BY ------DATE 1. 20' Container i'~ u'' 11' >f WoL = 4,585 lbs -t W1,L = 125 psf (20')(8 ') = 20,000 lbs I i I 1 I i I I , I i 2. I,oading Wind -> F = q,GCrAr [ASCE 7-10, EQ. 29.5-1] q,= 0.00256(0.85)(1.0)(0.85)(110)2 = 22.4 psf T = 0.02(8.5)°-75 = 0.1 sec -> f = 1 /0.1 = 10 Hz -> G = 0.85 B/s = 20/8.5 =} s/h = 85/8.5 = 8.5' 2.35 -> Cr= 1.4 (Cases A&B) 1 11.5' 1.o• ( 1.57-0.75)(0.8) = 0.66 (2.37-0.75)(0.8) = 1.30 } Cf for Case C Case A: F = 22.4(0.85)(1.4) = 26.7 psf [At Center] Case B: F = 26.7 psf [At 0.2B = 0.2(20') = 4' from center] Case C: I LI F, = 22.4(0.85)(1.3) = 24.8 psf c' Fi= 22.4(0.85)(0.66) = 12.6 psf ·I LANE ENGINEERS, INC. 979 N. Blackstone Street • Tulare, California 93274 www.laneenglneers.com (559) 688-5263 _______ 2_o·_c_oN_T_AI_N_E_R _______ SHEET 3 OF 6 PROJECT CLIENT BY _______ T_U_RP_IN_&_RA_TT_AN _______ JOBNO. ____ 18_0_61 ___ ~ JA CHKDBY DATE ------ Case A: VwA = 26.7 psf(20')(8.5') = 4,539 lbs Mor= 4539[8.5/2 + 0.05(8.5)] = 21,220 lb-ft 21,220 lb-ft TFTG = ±1,326 lbs 8 1(2 ftgs) 4,539 lb VFTG= 1,135 lbs (4 ftgs) Case B: Vw0 = 4,539 lbs MoT = 21,220 lb-ft TFTo = ±1,326 lbs I 4,5391b(*7) VFTo = ( f ) = 1,589 lbs 2 tgs Case C: Vwc = 22.8 psf(8.5 ')(8.5 ') + 12.6 psf(8.5')( 11.5 ') = 1,647 + 1,232 = 2,879 lbs Mor= 2879[8.5/2 + 0.05(8.5)] = 13,459 lb-ft 13,459 lb-ft TFTo = '( ) +841 lbs 8 2 ftgs - ( 15 75') 5 75' VFTo = 1,647 -· ,-+ 1,232(-· -, ) = 1,135 !bs 20 20 ::i Case B Governs LANE ENGINEERS, INC. 979 N. Blackstone Street • Tulare, California 93274 www.laneenglneers.com (559) 688-5263 _______ 2o_·_c_oN_T_A_IN_E_R _______ SHEET 4 OF 6 PROJECT CLIENT BY _______ T_U_RP_IN_&_RA_TT_AN _______ JOBNO. ____ 18_0_61 ___ ~ JA CHKD BY ------DATE Earthquake -+ Risk Category II, Site Class D Ss = 1.70 -+ Sos= 1.13 S1 = 0.75 -+ S01 = 0.75 C = Sosle = 1.13(1.0) = O. l? 4 s R 6.5 (ASCE Eq. 12.8-2) V = 0.174[4,585 + 0.25(20,000)] = 1,668 lbs ('Strength') MOT= 1,668(8.5' /2) = 7,088 lb-ft 7,088 lb-ft TFTG = '( f ) = ±443 lbs 8 2 tgs 1,668 lb ( = 417 lbs VFTG 4 ftgs) Snow -+ Pr= 0.7C,Ctlspg [ASCE 7-10, eq. 7.3-1] pg= 5 psf Cc= I.I C, = 1.0 I,= 1.0 Pr= 0.7(1.1)(1.0)(l.0)(5 psf) = 4 psf Pr, m;n = 1.(20) = 20 psf Wsnow = 20 psf(8')(20') = 3,200 lbs LANE ENGINEERS, INC. 979 N. Blackstone Street • Tulare, California 93274 www.laneengineers.com (559) 688-5263 ________ 20_· _co_N_T_AI_N_E_R _______ SHEET 5 OF 6 PROJECT CLIENT BY _______ TU_R_P_IN_&_RA_TT_AN _______ JOB NO. ____ 1_a_os_1 ___ ~ JA CHKDBY ------DATE 3. Footing Design PoL = 4,585/4 ftgs = 1, 146 lbs PRL = 20psf (8')(20')/4 = 800 lbs PLL = 20,000 lbs/4 = 5,000 lbs PsL = 3,200 lbs/4 = 800 lbs PwL = ± 1,326 lbs PEL= ±443 lbs --> See Enercalc analysis VwL = 1,589 lbs VEL = 417 lbs Option 1: Square Footing, with and without slab 3 '-6" sq. x 1 '-0" thick footing w/ 3-#5 each way at top and bottom Option 2A: Pole-type footing, no slab 2' -0" diameter x 4' -0" thick footing w/ 6-#5 vertical equally spaced and #3 ties at 12"o.c. Option 2B: Pole-type footing, with slab 2 '-0" diameter x 1 '-6" thick footing w/ 6-#5 vertical qually spaced and #3 ties at 12" o.c. 4. Anchorage Option I: 12" square plate w/ N.S.A. Vertical { Horizontal { 0.9D + I.OW= 0.9(4585/4) -1,135 = -103 lbs 0.90 + 1.0E = 0.9(4585/4)-443 = 588 lbs--> No uplift 0.90 +I.OW= 0.9(0)-1,589 = -1589 lbs 0.9D +I.OE= 0.9(0)-417 = -417 lbs For square footings --> See Profis calculations in appendix Nu= 103 lbs Vu= 1,589 lbs LANE ENGINEERS, INC. 979 N. Blackstone Street Tulare, California 93274 www.laneenglneers.com (559) 688-5263 20' CONTAINER SHEET 6 TURPIN & RATTAN JOB NO. OF 18061 6 PROJECT CLIENT BY --------~ JA CHKD BY DATE ------ For pole-type footings, see Profis calculations in appendix and below F bd2 36,000(0.5)2 Mn= Mp = FyZ = ~Y'---= ---~--'-= 2,250 lb-in/in 4 4 q>Mn = 0. 9(2,250) = 2,025 lb-in/in I Pup(4.S") Mc=-~-~ 12" wide ·~ Pup 4 5" I . I 12" (2,025 lb-in/in) Pup= 4_5,, = 5,400 lbs -> Minimum ductile yielding of plate <pNn = 18,032 lbs 5,400 lbs< 18,032 lbs Connection -> -> Concrete breakout per Profis anchor program -> Attachment will undergo ductile yielding prior to concrete edge failure! 12" SQUARE PLATE X Yi'' THICK WITH 4 -5/8" DIA. N.S.A. Rw,14 = 1.39(4) = 5.56 k/in Try 5" long for 2-sides (IO" total) R101al = 5.56(1 O") = 55.6 kips .,/ o.k. \4'' FILLET WELD, 2-SIDES OF CORNER FITTING, TYP. EACH CORNER APPENDIX Computer Calculations Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com Description : 20' Container Footing (Square, No Slab) Code References Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties re : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density <p Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. = = = = = = 2.50 ksi 60.0 ksi 2,850.0 ksi 145.0 pcf 0.90 0.850 = = = 0.00180 1.0 : 1 Project Title: A-1 of 12 Engineer: Project ID: Project Descr: ~nn:ed 28 FEB 2018 11 18"M File= J:\lobs\2018118051\Project Documents\CalaJ!ations\18051 calcs.ec6 ENERCALC, INC. 1983-2017, Bulld:10.17.12.10, Ver.10.17.12.10 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when footing base is below = = = = = = = 2.0 ksf No 300.0 pcf 0.250 1.750ft ksf ft Min. Overturning Safety Factor Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thickness = = = 3.50 ft 3.50 ft 12.0 in Yes Allowable pressure increase per foot of depth Yes No No when max. length or width is greater than = = ksf ft ~ Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com Description : 20' Container Footing (Square, No Slab) DESIGN SUMMARY Min. Ratio Item PASS 0.3234 Soil Bearing PASS n/a Overturning -X-X PASS 1.308 Overturning -Z-Z PASS 1.628 Sliding -X-X PASS n/a Sliding -Z-Z PASS 2.204 Uplift PASS 0.1176 Z Flexure (+X) PASS 0.1176 Z Flexure (-X) PASS 0.1176 X Flexure (+Z) PASS 0.1176 X Flexure (·Z) PASS 0.08823 1-way Shear (+X) PASS 0.08823 1-way Shear (-X) PASS 0.08823 1-way Shear (+Z) PASS 0.08823 1-way Shear (-Z) PASS 0.1689 2-way Punching Project Title: Engineer: Project Descr: A-2 of 12 Project ID: Pnn:ea 28 FEB 20'8 11 '8AM File= J:\Jobs\2018118051\Project Documenls\Calrulations\18051 calcs.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 -----------------~-·@:1i•ieH1-- Applied 0.6467 ksf 0.0 k-ft 2.346 k-ft 0.9534 k 0.0 k -0.7956 k 1.222 k-ft/ft 1.222 k-ft/ft 1.222 k-ft/ft 1.222 k-ft/ft 7.499 psi 7.499 psi 7.499 psi 7.499 psi 28.710 psi Capacity 2.0 ksf 0.0 k-ft 3.068 k-ft 1.552 k 0.0 k 1.753 k 10.388 k-ft/ft 10.388 k-ft/ft 10.388 k-ft/ft 10.388 k-ft/ft 85.0 psi 85.0 psi 85.0 psi 85.0 psi 170.0 psi Goveming Load Combination +D+L about Z-Z axis No Overturning +0.60D+0.60W +0.60D+0.60W No Sliding +0.60D+0.60W +1.20D+0.50Lr+1.60L +1.20D+0.50Lr+1.60L +1.20D+0.50Lr+1.60L +1.20D+0.50Lr+1.60L +1.20D+0.50Lr+1.60L +1.20D+0.50Lr+1.60L +1.20D+0.50Lr+1.60L +1.20D+0.50Lr+1.60L +1 .20D+0.50Lr+1.60L Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com Description: 20' Container Footing (Square, w/ Slab) Code References --- Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density q, Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. = = = = = = 2.50 ksi 60.0 ksi 2,850.0 ksi 145.0 pcf 0.90 0.850 = = = 0.00180 1.0 : 1 Project Title: Engineer: Project Descr: A-3 of 12 Project ID: Pnnted 28 FEB 2018 1118AM File= J:\Jobs\2018118051\Project Documents\Calculations\18051 calcs.ec6 ENERCALC, INC.1983-2017, Build:10.17.12.10, Ver:10.17.12.10 Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when footing base is below = = = = = = = 2.0 ksf No 300.0 pcf 0.250 1.750ft ksf ft Min. Overturning Safety Factor Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thickness Pedestal dimensions ... px : parallel to X-X Axis pz: parallel to Z-2 Axis Height = = = = = = Rebar Centerline to Edge of Concrete ... at Bottom of footing = Reinforcin Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Size = = = Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation # Bars required within zone # Bars required on each side of zone Ap lied Loads D # # 3.50 ft 3.50 ft 12.0 in in in in 3.0 in 3.0 5 3.0 5 n/a n/a n/a Lr Yes Allowable pressure increase per foot of depth Yes No No when max. length or width is greater than z 3·~· L S W E = = H ksf ft ------------------------------------P : Column Load = 1.146 OB : Overburden = M-xx = M-zz = V-x = V-z = 0.80 5.0 0.80 -1.135 -0.4430 1.589 0.4170 k ksf k-ft k-ft k k ~ Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com Description : 20' Container Footing (Square, w/ Slab) DESIGN SUMMARY Min. Ratio Item PASS 0.3255 Soil Bearing PASS n/a Overturning -X-X PASS 1.430 Overturning -2-2 PASS 2.575 Uplift PASS 0.1176 2 Flexure (+X) PASS 0.1176 2 Flexure (-X) PASS 0.1176 X Flexure (+2) PASS 0.1176 X Flexure (-2) PASS 0.08823 1-way Shear (+X) PASS 0.08823 1-way Shear (-X) PASS 0.08823 1-way Shear (+2) PASS 0.08823 1-way Shear (-2) PASS 0.1689 2-way Punching Project Title: A-4 of 12 Engineer: Project ID: Project Descr: PMted· 28 FEB 2018 11 '8AM File= J:\Jobs\2018118051\Project Oocuments\CalaJfalions\18051 calcs.ec6 ENERCAlC, INC. 1983-2017, Build:10.17.12.10, Ver.10.17.12.10 ___________________ •IMH,C-1 __ Applied 0.6510 ksf 0.0 k-ft 2.145 k-ft -0.6810 k 1.222 k-ft/ft 1.222 k-ft/ft 1.222 k-ft/ft 1.222 k-ftfft 7.499 psi 7.499 psi 7.499 psi 7.499 psi 28.710 psi Capacity 2.0 ksf 0.0 k-ft 3.068 k-ft 1.753 k 10.388 k-ft/ft 10.388 k-ft/ft 10.388 k-ft/ft 10.388 k-ft/ft 85.0 psi 85.0 psi 85.0 psi 85.0 psi 170.0 psi Governing Load Combination +D+0.750L +0.750S+0.450W about 2-2 al No Overturning +0.60D+0.60W +0.60D+0.60W +1.20D+0.50Lr+ 1.60L +1 .20D+0.50Lr+1 .60L +1 .20D+0.50Lr+1 .60L +1.20D+0.50Lr+1 .60L +1 .20D+0.50Lr+1 .60L +1 .20D+0.50Lr+1 .60L +1.20D+0.50Lr+1 .60L +1.20D+0.50Lr+1.60L +1 .20D+0.50Lr+1.60L Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com dded in Soil Description : 20' Container Footing (Pole, No Slab) Code References Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Pole Footing Shape Pole Footing Diameter .......... . Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive ................. . Max Passive ..............•.... Controlling Values Governing Load Combination : +D+0.60W+H Lateral Load Moment NO Ground Surface Restraint Pressures at 1/3 Depth Actual Allowable Minimum Rlqulnd Depth Footing Base Area Maximum Soil Pressure Applied Loads Circular 24.0 in 300.0 pcf 1,500.0 psi 0.9534 k 0.2384 k•ft 346.753 psi 346.958 psi 3.50 ft 3.14211•2 1.956 ksf Project Title: A-5 of 12 Engineer: Project ID: Project Descr: Pnn:ed 28 FEB 2018. 11 18AM File= J:Uobs\2018118051\Project Documents\Calculations\18051 calcs.ec6 ENERCALC, INC. 1983-2017, Bu~d:10.17.12.10, Ver:10.17.12.10 Soil Surface No lateral restraint M Lateral Concentrated Load (k) Lateral Distributed Loads (kif) Vertical Load (k) D: Dead Load Lr : Roof Live L: Live S: Snow W:Wind E : Earthquake H : Lateral Earth Load distance above ground surface k k k k 1.589 k 0.4170 k k 0.250 ft Load Combination Results Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+O. 750Lr+O. 750L +0.450W+H TOP of Load above ground surface BOTIOM of Load above ground surface Forces @ Ground Surfaoe Loads· (k) Moments • (ft-k) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.953 0.238 0.292 0.073 0.715 0.179 k/ft k/ft k/ft k/ft k/ft k/11 kilt ft ft Required Depth. (ft) 0.13 0.13 0.13 0.13 0.13 0.13 3.50 2.00 3.13 Pressure at 1 /3 Depth 1.1 46 k 0.80 k 5.0 k 0.80 k -1.135 k ·0.4430 k k Soil Increase Actual • (psf) Allow • (psf) Factor 0.0 0.0 1.000 0.0 0.0 1.000 0.0 0.0 1.000 0.0 0.0 1.000 0.0 0.0 1.000 0.0 0.0 1.000 346.8 347.0 1.000 196.6 197.7 1.000 301.7 302.3 1.000 Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com dded in Soil Description : 20' Container Footing (Pole, No Slab) +D+O. 750L +O. 750S+0.450W+H +D+O. 750L +O. 750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+O. 70E+0.60H 0.715 0.179 0.219 0.055 0.953 0.238 0.292 0.073 Project Title: A-6 of 12 Engineer: Project ID: Project Descr: Pno:ed. 28 FEB 2018 11 18A\.I File= J:\Jobs\2018118051\J>rojed Documenls\Calculations\18051 calcs.ec6 ENERCALC, INC. 1983-2017, Bu~d:10.17.12.10, Ver:10.17.12.10 3.13 301.7 302.3 1.000 1.75 171.6 172.8 1.000 3.50 346.8 347.0 1.000 2.00 196.6 197.7 1.000 Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com dded in Soil Description : 20' Container Footing (Pole, w/ Slab) Code References Calculations per IBC 20 151807.3, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Pole Footing Shape Pole Footing Diameter .......... . Calculate Min. Depth for Allowable Pressures Lateral Restraint at Ground Surface Allow Passive ................. . Max Passive ............•...... Controlling Values Governing Load Combination : +D+0.60W+H Lateral Load Moment Restraint @ Ground Surface Pressure at Depth Actual Allowable Surface Retrain! Force lltnnum Required Depth Footing Base Area Maximum Soil Pressure Circular 24.0 in 300.0 pcf 1,500.0 psi 0.9534 k 0.2384 k-ft 324.156 psi 375.0 psi 1,358.60 lbs 3.142 ft'2 1.956 ksf Project Title: A-7 of 12 Engineer: Project ID: Project Descr: Pnnted 28 FEB 2018 11 18AM File= J:\Jobs\2018\18051\Project Documents\Calculalions\18051 calcs.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:10.17.12.10 Soil Surface Surface Lateral R~traint L___j ~.- Applied L.E_a~s __ Lateral Concentrated Load (k) Lateral Distributed Loads (kif) Applied Moment (kft) k-ft Vertical Load (k) D: Dead Load Lr : Roof Live L : Live S: Snow W:Wind E : Earthquake H : Lateral Earth Load distance above ground surface k k k k 1.589 k 0.4170 k k 0.250 ft Load Combination Results Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L +0.450W+H TOP of Load above ground surface BOTIOM of load above ground surface Forces @ Ground Surface Loads • (k) Moments • (ft.k) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.953 0.238 0.292 0.073 0.715 0.179 k/ft k/ft k/ft k/ft k/ft k/ft k/ft ft ft Required Depth. (ft) 0.13 0.13 0.13 0.13 0.13 0.13 1.25 0.88 1.13 k-ft k-ft k-ft k-ft k-ft k-ft Pressure at Depth 1.146 k 0.80 k 5.0 k 0.80 k -1.135 k -0.4430 k k Soil lnaease Actual • (psi) Allow • (psi) Factor 0.0 37.5 1.000 0.0 37.5 1.000 0.0 37.5 1.000 0.0 37.5 1.000 0.0 37.5 1.000 0.0 37.5 1.000 324.2 375.0 1.000 202.5 262.5 1.000 300.1 337.5 1.000 Lane Engineers, Inc. 979 N. Blackstone St. Tulare, CA 93274 559.688.5263 www.laneengineers.com dded in Soil Description : 20' Container Footing (Pole, w/ Slab) +D+O. 750L +O. 750S+0.450W+H +D+O. 750L +O. 750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H 0.715 0.179 0.219 0.055 0.953 0.238 0.292 0.073 Project Title: A-8 of 1 2 Engineer: Project ID: Project Descr: Pnnted 2B FEB 2018 11 18AM File= J:\Jobs\2018118051\S'roject Documents\Calculations\18051 calcs.ec6 ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver.10.17.12.10 1.13 300.1 337.5 1.000 0.75 206.8 225.0 1.000 1.25 324.2 375.0 1.000 0.88 202.5 262.5 1.000 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Geometry [in.] & Loading [lb, in.lb] .. ,,--. •. Profis Anchor 2.7.5 Page: Project: Sub-Project I Pos. No.: Date: 2/28/2018 1 \ AWS D1 .1 GR. B 5/8 h01 = 6.000 in. Design method ACI 318-14 / CIP eb = 0.000 in. (no stand-off); t = 0.500 in. I, x ly x t = 12.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, fc' = 2500 psi; h = 12.000 in. tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar z : I ',, ', I "',• ,.., .... , I ', J _. .. : . I ..... ·· ' ' ' ' .. ,,, •. Profis Anchor 2. 7 .5 www.hilti.us Company: ----~--~~-----~-----------Page: Specifier: Project Address: Sub-Project l Pos. No.: Phone I Fax: Date: E-Mail: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Tension Shear Proof Steel Strength Load ----26- Concrete edge failure in direction y+ 1589 Capacity 14966 12473 ~" /~v [%] 1 / - -/ 13 2 2/28/2018 Status oi<~-- OK Loading PN Pv t; Utilization PN,v [0/o] Status Corribined tension and shear loads · 0.004 --0.127 5/3 4 OK 3 Warnings Please consider an details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Geometry [in.] & Loading [lb, in.lb] AWS 01.1 GR. B 5/8 h01 = 6.000 in. Design method ACI 318-14 / CIP eb = 0.000 in. (no stand-off); t = 0.500 in. Page: Project: Sub-Project I Pos. No.: Date: .. ,,---. •. Profis Anchor 2.7.5 2/28/2018 l l Ix x ly x t = 12.000 in. x 12.000 in. x 0.500 in.; (Recommended plate thickness: not calculated no profile cracked concrete, 2500, fc' = 2500 psi; h = 18.000 in. tension: condition B, shear: condition B; edge reinforcement: none or < No. 4 bar ' z : I I I I ~t ,, _ ..... ., ! ",, I .... I • 't-- () ... ~-~------ -~------\,J .... ,0.5 ' ' ' ' ' , X ' ' .. ,,--. •. www.hilti.us __ _ ------------ Company: Page: Specifier: Project: Address: Sub-Project I Pos. No.: Phone 1 Fax: Date: E-Mail: --------------------------- 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Tension Shear Proof Load Steel Strength _____ 26 __ _ Concrete edge failure in direction y+ 1589 Capacity 14966 5789 P• I Pv [%] 1 / - - I 28 Profis Anchor 2.7.5 2 2/2812018 Status ---OK OK Loading p. 0.004 ~ Utilization PN.v [o/o] Status OK Combined tension and shear loads 5/3~---12 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilt\ will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. --------------------------------------------------- OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORDID#------------------1 PLAN CHECK# ___________________ 1 BP DATE -55"'1 - State APN# A L\ '5 -OSO-Z..-1-OC) \\ Project Contact I l ,, Applicant E·mail M\c,.. t, State Plan File# Telephone# The follow g questions represent the facil" s activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego}: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: \:) Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives 13. 14. 15. Corrosives Other Health Hazards None of These. PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION CHMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, San Diego, CA 92123. FEES ARE REQUIRED Project Completion Date: { I '6 Expected Dale of Occupancy: I" c~ D CalARP Exempt Call (858) 505-6700 prior to the issuance of a building permit. (i t / YES NO (for new construction or remodelin projects) =------'-' =-~-- 1. D .fl ls your business listed on the reverse side of this form? (check all that apply). Date Initials 2. 0 fl Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. D Ja" Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 D CalARP Required pounds and/or 200 cubic feet? 4. D ,e:( Will your business store or handle carcinogens/reproductive toxins in any quantity? Date Initials 5. D ~ Will your business use an existing or install an underground storage tank? 6. D :g Will your business store or handle Regulated Substances (CalARP)? D CalARP Complete 7. D ~ Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8. D -I/ Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to Date Initials or reater than 1,320 allons? California's Above round Petroleum Stora e Act . PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT CAPCDl: Any YES' answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcgcomp@sdcounty.ca.gqv (858) 586-2650). [*No stamp required if 01 Yes aJJg, 03 Yes aJJg, 04-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except -those with more than one building+ on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [ .. Excludes garages & small outbuildings.] YES NO 1. D E:1' Will the project disturb 160 square feet or more of existing building materials? 2. D H Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 3. D D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 4. D D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 1 O working days prior to commencing asbestos removal. 5. D ,,E( Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pdf) for typical equipment requiring an APCD permit. 6. D D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Briefly describe proposed project: c ,rvy I< A.l_ n:.c. I declare under penalty of pet;ju_ry that to the best of my knowledge and belief tlie esponses made herein are true and f\c,r,-L, tp.K<',Jf Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION· BY: DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCD COUNTY-HMO APCD COUNTY-HMO APCD "A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other perm1tt1ng requirements may still apply. HM-9171 (08/15) Countv of San Dieqo -DEH -Hazardous Materials Division