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2320 CAMINO VIDA ROBLE; 100; CBC2017-0186; Permit
( L.rCityof Carlsbad 1 Commercial Permit Print Date: 03/21/2018 Job Address: 2320 Camino Vida Roble, 100 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel No: 2130500800 Lot U: Valuation: $6,500.00 Reference U: Occupancy Group: Construction Type: Permit No: CBC2017-0186 Status: Closed - Finaled Applied: 04/20/2017 Issued: 08/09/2017 Permit Fina led: Inspector: MColI Final Inspection: 3/21/2018 12:39:47PM U Dwelling Units Bathrooms: Bedrooms: Orig. Plan Check U: Plan Check U: Project Title: Description: LUXTERA: INSTALL NITROGEN TANK & FOOTINGS//CONNECT NITROGEN LINE TO PRE-PLUMBED SYSTEM IN BUILDING Applicant: Owner: Contractor: UNITED PACIFIC INC R VIDA ROBLE INVESTORS LLC AMERICAN ASPHALT AND CONCRETE INC JAMIE LOUNEY 550 Laguna Dr, A 2333 State St, 200 9011 Memory Ln Carlsbad, CA 92008-1698 CARLSBAD, CA 92008 Spring Valley, CA 91977-2152 619-589-8112 BUILDING PERMIT FEE $2000+ $88.35 BUILDING PLAN CHECK FEE (BLDG) $61.84 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $41.00 FIRE Expedited Plan Review Per Hour - Office Hours $165.00 MANUAL BUILDING PERMIT FEE $188.16 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $39.00 5B1473 BUILDING STANDARDS FEE $1.00 STRONG MOTION-COMMERCIAL . $1.82 Total Fees: $586.17 Total Payments To Date: $586.17 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. It you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, Set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov '. Building Permit Application • Plan Check No.CJ3C0011 01 Est. Value o:f 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 I a..rlslad. email: building@carlsbadca.gov Plan Ck. Deposit www.carlsbadca.ov i 1~ 1 Date Lf/G/(7 SW JOB ADDRESS - 23 0 C.kfl'1iNO V 16 SUITE#/SPACE# NIT . #BATHROOJSO I APN - CT/PROJECT # LOT # PHASE # # OF UNITS # -BEDROOMS ANT BUSINESS NAME CONSTR. TYPE I 0CC. GROUP Luxrf,4 DESCRIPTION OF WORK: include Square Feet of Affected Area(s) eXp/IN&/O,.J OF EXISTINI ,4mzx,m,qm7/ ')ZOf A/7LTf'J 74AJk1 PColl 2 M4-eyL .T 0 y1-1i' eS_- EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) I FIREPLACE I AIR CONDITIONING FIRE SPRINKLERS I DECKS(SF) YES 0 # NO 0 YES 0 NO 0 I YES 0 NOD APPLICANT NAME (Primary Contact) . LUr -n,, r4i2z/,Vi 6/1 e- PROPERTY OWNER NAME V'c / ic 4rib//%/// 6411rd/W, LLC. ADDRESS I ADDRESS 232O C,9Y'ii,'Jo V104 ,2OUC / Y,4vJt- cr,zT CITY STATE ZIP c4 .7-C) )I CITY - . STATE ZIP fll"t4/1W? L)C. ,€ñi C/I -10 ,z lo PHONE , FAX PHONE 'FAX 7690-75S-7t00 yJ . . EMAIL CU (A L C 1ix7_CiZ'4 . EMAIL CONTRACTOR BUS. NAME - DESIGN PROFESSIONAL NAME W.117 ii-16 J1J JñiIE LO 0 iV6/ 4mtiLic,1,v (fZ 7Z ADDRESS SS0 -c.,ii4 ADDRESS 7o,/ ftimoy/ e ilvc CITY STATE ZIP c# CITY I ' STATE - ZIP PHONE 7(oo-Zo/-/03Z V FAX . PHONE FAX EMAIL I L 0 i'J Q' ti NI 7Z-7,44 C/Fit,. Co vYl EMAIL 'n1'Wk t2/ (- ,9M t½fl 74i/) i'o,vC1t77 Cc.' pvj STATE UC. # . STATE LIC.# &,983 Z3 .CLAS I CITY BUS LIC# Oi-'cQ-- (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to 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 that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penally of perjury one of the following declarations: 14 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 will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of theork for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. (.Q-ir Policy No. .LTCt\'2./_fr.sL/0'c_e,I(, Expiration Date —7 _'/- If This section need not be completed if the permit is for one hundred dollars ($100) or less. 1 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 the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 370 Iabor code, interest and attorney's fees. CONTRACTOR SIGNATURE . . - NT DATE - Z.O - I I hereby affirm that lam exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan 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 prov.ng that he did not build or improve for the purpose of sale). O 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 properly who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). - 0 I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement 0 Yes 0 No I (have I have not) signed an application for a building permit for the proposed work. I - . - I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): - - 4.-I plan to provide portions of the work, bull have hired the following person to coordinate, supervise and provide the major work (include name! address / phone contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address I phone I type of work): - - ,.PROPERTY OWNER SIGNATURE - - DAGENT DATE - jpt txvoo .•aoo ®Ø 9UWO& 9000013 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? IJ Yes 0 No - - Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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. 40 MOW IS001WO(" 5, dw I hereby affirm that ttere is construction lending agency for the performance of the work this permit is issued .(Sec. 3097 (i) Civil Code). Lenders Name . Lenders Address 1P(O4J@(IZi1 I certitythatl have read theapplicatton and state tJiatthe above information isconectand thatthe information on the plans is accurate. I agreetocomplywittr all City ordinances and State laws relatingto buildingconstructian. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE 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: An OSHA permit is ruqriiired for excavations over 50' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void tithe building or work authorized by such permit is not commenced within 180 days from the date of such permit or tithe building or wort authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ..APPLICANT'S SIGNATURE / DATE L.A ,,'-24j /• ( __7 - Permit Type: BLDG-Commercial Application Date: 04/20/2017 Owner: R J VIDA ROBLE INVESTORS LLC Work Class: Tenant Improvement Issue Date: 08/09/2017 Subdivision: CARLSBAD TCT#73-49 Status: Closed - Finaled Expiration Date: 05/21/2018 - Address: 2320 Camino Vida Roble 100 Carlsbad, CA 92011-1562 - IVR Number: 3248 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS '- Passed BLDG-Building Deficiency Received EOR letter for wall construction Yes -. BLDG-Building Deficiency No cntractor on site - - * No • BLDG-Building Deficiency - :2nd lift grouted without inspection. Notice No left with contractor. - - • BLDG-Building Deficiency. * Work not complete, contractor not on site. No • • , Left card. . 01/17/2018 01/17/2018 BLDG-Final 045962-2018 Partial Pass Michael Collins Reinspection Incomplete - Inspection Checklist Item COMMENTS i• - Passed BLDG-Building Deficiency No BLDG-Plumbing Final - . No BLDG-Mechanical Final . - No BLDG-Electrical Final See card . • No 02/14/2018 BLDG-Fire Final 046714-2018 Scheduled Cindy Wong incomplete FIRE- Building Final . - No 03/21/2018 03/21/2018 BLDG-Final 052338.2018 - Passed Michael Collins Complete Inspection • ,. - ,Checklist Item • COMMENTS . Passed BLDG-Plumbing Final Yes BLDG-Building Deficiency - • . Yes BLDG-Electrical Final - Yes * = • BLDG-Building Deficiency No BLDG-Plumbing Final .•.' No - BLDG-Mechanicd Final - - • No • BLDG-Electrical Final See card - No * I March 21, 2018 : - Page 2of2 Permit Type: BLDG-Commercial Application Date: 04/20/2017 Owner: R J VIDA ROBLE INVESTORS LLC Work Class: Tenant Improvement Issue Date: 08/09/2017 Subdivision: CARLSBAD TCT#73-49 Status: Closed - Finaled Expiration Date: 05/21/2018 Address: 2320 Camino Vida Roble -,100 Carlsbad, CA 92011-1562 IVR Number: 3248 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 09/06/2017 09/06/2017 BLDG-12 Steel/Bond 033723-2017 Failed Michael Collins Reinspection Complete Beam Checklist Item COMMENTS Passed -. . BLDG-Building Deficiency. Not ready, see card . No 09/13/2017 09/1312017 BLDG-66 Grout 034507-2017 Passed - Michael Collins Complete Checklist Item COMMENTS . Passed BLDG-Building Deficiency Made two stops, 1st lift only. Footing , Yes - concrete placed without an approved inspection. • ) 09/15/2017 09/15/2017 BLDG-66 Grout 034877.2017 Failed Michael Collins Reinspection Complete Checklist Item COMMENTS - Passed - BLDG-Building Deficiency 'Work not complete, contractor not on site. ' . No Left card. 10/18/2017 10/18/2017 BLDG-12 Steel/Bond 037929.2017 Failed Andy Krogh Reinspection Complete - Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency - No one onsite , No 10/20/2017 10/20/2017 BLDG-12 Steel/Bond 038191.2017 Passed Andy Krogh . . Complete Beam - Checklist Item COMMENTS Passed . BLDG-Building Deficiency Equipment slab with reinforcements for tank Yes pad 10/25/2017 10/25/2017 BLDG-66 Grout 038568-2017 Failed Michael Collins Reinspection Complete Checklist Item. COMMENTS . Passed BLDG-Building Deficiency • 2nd lift grouted without inspection. Notice No left with contractor. BLDG-Building Deficiency Work not complete, contractor not on site. . No - Left card. 11/07/2017 11/07/2017 BLDG-66 Grout 039854.2017 Failed Michael Collins Reinspection Complete Checklist Item COMMENTS S Passed BLDG-Building Deficiency No contractor on site No BLDG-Building Deficiency 2nd lift grouted without inspection. Notice No left with contractor. . BLDG-Building Deficiency Work not complete, contractor not on site. No Left card. • . 11/22/2017 111/22/2017 BLDG-66 Grout 041404-2017_ Passed Michael Collins Complete March 2l,2018 S S .. Page lof2 ENIGINEERING 2226 FARADAY AVENUE CARLSBAD,' CALIFORNIA 92008 TEL 760-931-0290 rAX,438,-5251 MECHANICAL' PETROLEUM MEMORANDUM TO: ' City of Carlsbad, Building Official FROM: Martell B. Montgomery, P.E. DATE: November 15, 2017 RE: Structural Inspection of the Luxtera CMIJ Side Enclosure, 2320 Camino Vida Roble, Ste. 100, Carlsbad, CA 92011, CBC 2017-0185. I performed a structural, inspection on November 14, 2017. I inspected the 10' high CMU' wall enclosure and reviewed the-construction documents and photographic' evidence of construction. - . . •' - - I found the CMU wall enclosure to be in substantial' conformance to the approved structural plans and constructed .to:adequatelyresist the required loads. The placement of. Vertical and horiontal placement was constructed per the approved plans. The Concrete, grout batch receipt must be provided by the contractor to verify mm. strength of grout of 2500 psi. - - - - - If you have any additional questions, please call us at (760) 931-0290 11.0 W10 01 I - EsGil Corporation In Partners flip with covernment for Building Safety DATE: May 19, 2017 JURISDICTION: &r1sbai PLAN CHECK NO.: C2017-0186 PROJECT ADDRESS: 2320 Camino Vida Roble U APPLICANT JURIS. U PLAN REVIEWER U FILE SET: II PROJECT NAME: Foundations for Nitrogen Storage, Electrical for New Compressor 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 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. El The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. El EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: 00 Date contacted: 7" (by:-- . Email: Mail Telephone Fax In Person LII REMARKS: By: Abe Doliente (for C.M.) Enclosures: EsGil Corporation LI GA El EJ LI MB LI PC 5/16/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In Partnersñip with government for Buiüfing Safety DATE: 5/2/17 JURISDICTION: Carlsbad PLAN CHECK NO.: C2017-0186 SET:I PROJECT ADDRESS: 2320 Camino Vida Roble Y PPLICANT URIS. Li PLAN REVIEWER LI FILE PROJECT NAME: Foundations for Nitrogen Storage, Electrical for New Compressor The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Z The applicant's copy of the check list has been sent to: James Looney, Unite Pacific e-mail LIII 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: James Looney Date c7 elephone tedSf2_- (byflJ --6ail Fax In Person REMARKS: Telephone #: (760) 201-6524 Email: jlooney@unitepacific.com By: Chuck Mendenhall Enclosures: EsGil Corporation II GA Ej EJEMB [I PC 4/24/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad C2017-0186 5/2/17 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: C2017-0186 JURISDICTION: Carlsbad OCCUPANCY: NA USE: Liq Nitrogen Storage and Misc Equip ITYPE OF CONSTRUCTION: NA ACTUAL AREA: NA ALLOWABLE FLOOR AREA: NA STORIES: no change HEIGHT: no change SPRINKLERS?: NA OCCUPANT LOAD: NA I REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 4/24/17 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall COMPLETED: 5/2/17 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based -oh 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. Carlsbad C2017-0186 5/2/17 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set 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. The design calc's required the' 5/8" HILTI bolts be embedded a min of 3-1/8". See page 6 of the design calc's. 'Detail 1 on sheet A4.0 lists the embedment length as 3/8". Plans must be consistent with the design conclusion. 2. Revise the governing Codes listed on the Title Sheet of the plans. The current , codes are the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. Each sheet of the plans must be signed by the person responsible for their preparation, even if there are no structural changes. California State Law. The design engineer must stamp and sign the structural part of the plans. Note on sheet A3.0 and A5.0 that the equipment cover is not part of this project or construction permit application. Provide slab construction detail for the support of the additional equipment shown on sheet A3.0 and detail the anchoring of this equipment to the slab. END OF PLAN REVIEW The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 9123; 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 Chuck Mendenhall at EsGil Corporation. Thank you. Carlsbad C2017-0186- . :45I2I17 . .. / [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO C2017-0186 PREPARED BY: Chuck Mendenhall . DATE: 5/2/17 BUILDING ADDRESS: 2320 Camino Vida Roble BUILDING OCCUPANCY: NA. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) - Tnak & equip; 140 City Est . 6,500 Air Conditioning Fire Sprinklers TOTAL VALUE - - . 6,500 Jurisdiction Code 1cb IBY Ordinance I . . - Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance I .• - - . - I - - I Type of Review Complete Review - i Structural Only E 0ther Repetitive.Fee - Repeats . Hourly - 2 Hrs. @ * EsGil Fee . .. I $200.00I * Based on hourly rate - - - ----- -r ---k - . Comments NJn additionth to e above fee?iiditional fee 6f'$, is due( ho $7hr)for the Ca' IGreenreviev - -.-. . - -- Sheet 1 of I rnacvalue.doc + f S PLANNING DIVISION, BUILDING PLANCHEC.K OeveIopj2ientServices C ITY Planning Division Or REVIEW CHECKLIST 1635 Faraday Avenue f A fl D A . (760) 602-4610 L/f\L Df www.cRrIsbadc.eov DATE: 4/26/17 PROJECT NAME: OUTDOOR STORAGE PROJECT ID: PLAN CHECK NO: CBC2017-0186 SET#: ADDRESS: 2320 CAM INO VIDA ROBLE [j This plan check review is complete and has been APPROVED by the ... - Division. By: A Final Inspection by the PLANNING Division is required []Yes N No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: JLOONEY@UNITEPACIFIC.COM; CVEALE@LUXTERA.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton LI 760-602-4624 . Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carIsbadca.gov . . Remarks: $ •2 2 - -7 - 4 . OEI at Additional Comments PLANCHECK NO I #1. THE PROPOSED LOCATION OF THE-OUTDOOR EQUIPMENT APPEARS TO BE REMOVING PARKING SPACES THAT ARE SHOWN ON THE ATTACHED DISCRETIONARY PERMIT EXHIBIT. PLEASE PROVIDE ADDITIONAL INFORMATION AS TO HOW THE SPACES WILL BE REPLACED ONSITE AND PROVIDE A NEW PARKING SUMMARY ON THE PLANS I FOR THE PROJECT PLANNER TO REVIEW FOR CONSISTENCY WITH THE APPROVED PROJECT. AFTER THE REVIEW BY THE PROJECT PLANNER, IF APPROVED, THE OUTDOOR EQUIPMENT MUST BE COMPLETELY ENCLOSED BY A SOLID DECORATIVE CONCRETE OR MASONRY WALL NOT LESS THAN SIX FEET IN HEIGHT AND THE WALL SHALL BE ARCHITECTURALLY COMPATIBLE WITH THE MAIN BUILDINGS ON SITE, PURSUANT TO SECTION 21 .34.090 (7) OF THE MUNICIPAL CODE: . 4 4.. • .4... -- . - 24• . - . I - - . -.- . . a - 2 •• 2 2- •.' - 2 - ,. • -. - . I . - 4 •2 I 4 I 4. 4 - 2 - . . .4 4 . • .A_ • 42 •. •. - . .2 4-n I •,- I .4 .4 . .7 4 4 . 4• . • . ,. -- . 4 - 4 4 4 I * * OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER*DATE — 2 2 ......... 4 • - 2 I • - 2 P28 Page 4of4 07/11 7 1- - - ••.. - .4 7 •I•• . • 7 .4 7 7 1 - • .2 .' .4. - - 4 .4 • • • -- 2 - 7 .4 - - 7 2 • I Jamie, Looney I UNITE Pacific, Inc. 550taguna Ave I Suite AI Carlsbad, CA920O8 P(760)201-6524 JtoonevUnItebacI1kcom - - City of Carlsbad esponse lefter'(l) . DATE: 4/26/17 :PROJECT NAME: -OUTDOOR STORAGE PROJECT ID: -. PLAN CHECK NO: CBC20I7-0186 SETh: - ADDRES& .2320 CAMINO VIDA ROBLE RESPONSES 3. Lot Coverage: .(Required 50% MAX Shown NOT STATEDJ. .. - Answer Lot Coverage is 32.8% Screening of Equipment: - . . . - S.). . . •. . (MECHANICAL YARD SCREEN: Required YES Shown). NO* (SEE ADDITIONAL)-, COMMENTS BELOW Answer: Corrections have been made to the plan set. The wall will be added: Please see page A5.0 • • . - • -••' -. .5 S--7. ...•• S S -. . 5 5. Parking: REMOVAL OF SPACES FOR OUTDOOR STORAGE? SEE ADDITIONAL) 'COMMENTSBELOWj . - •• :. -. -- .. • Answer: There will not be 'a parking irnact. Parking spaces will be relocated - immediately west of their current location; to the area depicted below in green - labeled "Relocated spaces" - . - • - . • . .• 4• - - •-• - • . •• - -. - ._S •S - - . . • - - . - - -S •:- -• -- . -S• • • -.5 • - S •.5 5. • -- -5- . .5 RESPONSES 1. #1. THE PROPOSED LOCATION OF THE OUTDOOR EQUIPMENT APPEARS TO BE WILL BE REPLACED ONSITE AND PROVIDE A NEW PARKING SUMMARY ON THE PLANS FOR THE PROJECT PLANNER TO REVIEW FOR CONSISTENCY WITH THE APPROVED PROJECT. Answer: There will not be a parking impact. Parking spaces will be relocated immediately west of their current location, to the area depicted below in green labeled "Relocated spaces" (Graphic snipped and modified from provided North Coast Church Consistency Determination Application) Second part of question THE OUTDOOR EQUIPMENT MUST BE COMPLETELY ENCLOSED BY A SOLID DECORATIVE CONCRETE OR MASONRY WALL NOT LESS THAN SIX FEET IN HEIGHT AND THE WALL SHALL BE ARCHITECTURALLY COMPATIBLE WITH THE MAIN BUILDINGS ON SITE, PURSUANT TO SECTION 21 .34.090 (7) OF THE MUNICIPAL CODE. Answer: Corrections have been made to the plan set. The wall will be added. Please see page A5.0 LA: COSTA FNtNf[RIiNG; 2226 FARADAY AVENUE CARLSBAD, CALIFORNIA 92008 TEL 760-931-0290 FAX 438-5251 InaIty_monl9aniervyahoD.com -: Clvi L • STRUCTURAL MECHANICAL• PETROLEUM STRUCTURAL CALCULATIONS AND DETAILS FOR NITROGEN TANK PAD & ANCHORAGE PROJECT: LUXTERA 2320 CAMINO VIDA ROBLE, STE. 100 SAN DIEGO, CALIFORNIA 92011 ENGINEER: MARTELL B. MONTGOMERY R.C.E. 50344 EXP. 6-30-17 DATE: MARCH 20, 2017 DESIGN LOADS: 2016 CBC, 2015 IBC CBC20I7-0186 /co 2320,CAMINO VIDA ROBLE # 100 NO 50344 LUXTERA: INSTALL NITROGEN TANK & FOOTINGS// - EXP 6-30-17 - ZD CONNECT NITROGEN LINE TO PRE PLUMBED SYSTEM IN BUILDING civ OF c 4/20/20-17 CBC20I7-0186 PERMA-CYL 3000 NITROGEN TANK ANCHORAGE: 59'ø TANK: SEISMIC: DESIGN METHOD PER CBC 2016, ASCE 7-10 For Large Tanks, 500 gal or greater, Use 15.4.1 Design Basis: Per Geotechnical Report: Per Table 15.4-2: Ss = 1.062 g R= 3.0 S1 0.411 g °0 2 SDS 0.761 g Cd 2.5 SD1 0.435 g 1= 1 V= CW 12.8-1 cs= S0 /(R/I) 0.25 GOVERNS C. Shall not be less than: 15.4-1 0.03 If S1 > 0.6q, C Shall not be less than: 15.4-2 0.8S11(R/l)= 0.12 C. Shall not exceed: IsT<TL'YES TL= 8 Fig. 22-15 SD1/T(R/I)= 1.27 T= Ch Table 12.8-2: T= 0.11 Ct= 0.02 I V= 0.25 w h= 10.2 ft X= 0.75 SHEAR AND TENSION FROM OVERTURNING OF CONTAINER 1 .OE=1 .OEh=VBS V= 0.25 W W= 425011b V= 1078 lb Mrei.=(V)(1 0.2'/2)= 5498 lb-ft M=(0.90)[(W)(59"/2)/12] - (0.2)(0.761)(W)(59"/2)/12= 7813 lb-ft T(Mseis - M esis)/(59"/1 2) 0 lb T/BOLT=T/2= 0 th V/BOLT=V/4= 270 11 ZUSGS Design Maps Summary Report User—Specified Input Report Title LUXTERA Wed March 22, 2017 09:18:17 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.119240N, 117.27008°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 1/11/111 USGS—Provided Output S= 1.062g SMS = 1.142g SDS = 0.761g S1 = 0.411 g SM1 = 0.653 g S01 = 0.435 g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. c Suctjjrn 0isuii cis ' Prio. I (s.) Per icxL I For PGA,, TL, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. WIND: DESIGN METHOb:.PER CBC 2013, ASCE 7,29.4.1 Tank Type: 102Hx4-11W= 502sf F = qGCfA G= • 0.85 Cf= 1.7 qh = q=000256kkztkV2 k= 0.57 Table 29.3-1 Exposure B 1 26.8.2 0.85 Table 26.6-1 115 mph, 3s Gust, Fig. 26.5-1B q= 16.4 psf F= (1.6.4 psf)(0.85)(1.7)(50.2 sf) = 1190 lb USE LOAD COMB PER 160531 A 16A-15 MD + 06W F= 0.6(11,910, 1b) 714 Ib MWIND=(F)(10.2'I2)= 606.8 lb-ft Mresis (0 60)[(W)(59 12)112] = 6269 lb-ft T(Mseis - Mrsis)/(59"112) 0 lb TiBOLT=T/2= 0 o lb V/BOLT=V/4= 118 i SEISMIC GOVERNS TRY HILTI KWIK BOLT-TZ 5/8"0 SS x 3 1/8" EMBED: STEEL STRENGTH IN TENSION: N=17,880 lb (Table 4 ESR-1917) CONCRETE BREAKOUTOUT STRENGTH OF ANCHOR IN TENSION (PER ACI 318-14,17.4.2) Ncb ANc/ANco4'ed,N'I'c,N4'cp,NNb f=3000 psi he 3.125Ifl (Table 4 ESR-1917) k=24 (Table4 ESR-1917) Camin 3.25 in (Table 4 ESR-1 917) Cac 7 in (Table 4 ESR-1917) 4'cp,NCamin#'Cac = 3.25/7 = 0.46 >1 1 .5hef/Cac = 0.67 'ed,N 0.7+0 .3CaminI( 1. 5h) when Camin<het =0.7+0.3(3.25/(1.5*3.125))=0.91 'I'c,Nl .25 since k24 ANco9(hef)29(3.1 25)288 in ca16" 1.5he 1.5(3.125)4.69" Cal>i .Shef, ANC O ANC 88 1fl2 Nb=kc(fc)2hef15 24(3OOO)2(3.125)"'=7262 lb 'cp,N0.67 NCb=88188(0.91 )(1 .25)(0.67)(7262)=5535 lb GOVERNS STEEL STRENGTH IN SHEAR: V=1 1835 lb (Table 4 ESR-1 917) CONCRETE BREAKOUT STRENGTH IN SHEAR (PER ACI 31814, 17.5.2) VcbAvc/Avco 9'ea,v4'c,v'4 c al=max(ca2/1 .S,ha/l .5,1135max) C'aiha/l .5=8/1 5=5.33 in 'ed,V 0.7+0.3Ca21'(1 .5C'ai) when Ca2<1 .5c'ai =0.7+0.3'(6/(1 5*5 33))....0 93 'I'cv l .4 (replace cal with c'ai since Ca2 and ha < 15cai) 6 Avco=4.5(C'a1)2 A 0 4.5(4)2=128 in2 Ca2<1 .5Cai, Avc 1.5Cai(1.5C ai+Ca2)=1.5(5.33)(1 .5(5;33)+6)=1 12 in2 Vb=7(le/do)02(do)12(fc)(Cal )1 .5 =7(2(5/8)/(518))02(518)112(3000)112(5.33)1 =4284 lb VCbl 12/128(093)(1 .4)(4284)4881 lb GOVERNS CONCRETE PRYOUT STRENGTH OFANCHOR IN SHEAR (PER Ad 318-14 17.5:3) VCP=kCPNCb k=2.0 for hef>2.5 in V=2(5535)ii 070. lb: NOMINAL:STRENGTH IN TENSION AND SHEAR (PER ACI 318-14,17.3.1..1 except as noted in 17.2.3) N=5535 lb V=4881 lb . . 0.754Nn>Nua c1=O.75 0.75(PVn>Vua P=O.65 T: 0.75(0.75)(5535)= 3113 lb > 0 lb V:0.75(0.65)(4881) .2379 lb > 270 lb INTERACTION.OF TENSILE AND SHEAR FORCES (PER ACl 318-14,A 7.6), Nua/(PNn)+VI(PV)<1.2 ( 0 I 3113 + 70 I 239 ) <1.2 0.11<1.2 • USE (4)- 518"Øx3118" EMBED INTO CONC.-SLAB W/HILTIKWIKBOLT-TZSS I V I I. LJLLL'VV j-LL IvIfrINurfrL. I Ur\Lr • . - RECOMMENDATIONS'. -. . . CHECK TANK FOUNDATION OVERTURNING & SOIL BEARING PRESSURE Soil bearing pressure-(Ps): 1500 psf per CBC Table 1806.2 P 1.2W= 5100 lb Mu = I .OMSEIS= 5498 ft-lb eM/P= 1.08 ft TRY: B= 6.5 ft GOVERNS L= 6.5 ft A= 42.25° ft2 B/6 1.08 Is e<B/6? YES OK. FULL TENSION EXISTS BETWEEN FOUNDATION AND SOIL q'max = . P/A(1+6e/B)= 241 lb/ft2 < 1500 lb/ft2 q'min = P/A(1-6e/B)= 1 lb/ft2 < 1500 lb/ft2 OK CHECK CONC. FOUNDATION DESIGN: 60ksi f,'= 2500 psi 13. 0.85 cp= 0.9 Pbal = (31*0.85*fc/f)(87000/(87000+fy)) = 0.0178 pm.= 0.75 Pbal = 0.0134 Pmin 0.0018 Try IT' Slab:. . width 12 in effective depth d = total depth - 3' = 9 in Select Flexural Reinforcement: Try steel reinforcement: #5 @ 12" o.c. A 1= 0.31 in = A/bd = 0.0029 check ACI requirements: Pmin P Pmax ok W = p*fy/fc = 0.0689 R = w*f*(10.59*w) = 165 a = Ast*fy/(0.85*fc *b) = 0.729 Mn(calc'd) = Ast*fy*(da/2) = 13385 cpM= 12046 lb-ft Mu = 5498 lb-ft Mu<M? YES USE 6'-6" x 6-6" x12"D FOUNDATION wl . #5 @12 'o c, EA WAY, TOP & BOT I Ivo CHECK PUNCHING SHEAR: P 12W= 5100 lb d= 59 -in tslab 12 in Vpunch shear W/(0.75fldtsIab) 3 psi Vaijow pnch shear 4(f)" 200 psi > 3.1 Q1 OK CHECK SOIL PRESSURE: Ps= Pu/A4tsIab(150PCf)= 419 psf 1500 psf > 419 Psf 12 CONG SLAB WILL RESIST PUNCHING, SHEAR OF TANKS Pat. i.6,799,429 PERMA-CYL, 3000 VHP HIGH-PRESSURE - HIGH CAPACITY The innovative Perma-Cyl® 3000VHP is the latest addition to the Perma-Cyl product line of fast fill at-site MicroBulk storage vessels. Designed for configuration to any gas application, the Perma-Cyl 3000VHP is flexible to supply service from low pressure liquid nitrogen to high pres- sure, high flow gas supply.The relief valve setting is 500 psig (34.5 barg), and with our industry-exclusive configure to order plumbing you can build your own Perma-Cyl 3000VHP to meet your distribution practice and your customer's needs economically. The Perma-Cyl 3000VHP comes with all the standard Perma-Cyl features. Additionally, this model comes standard with Chart's exclusive HP2 Pressure Building/Product Vaporizer Technology. This package optimizes the platform for high pressure/high flow application's. When filled with the Orca® delivery system, the Perma-Cyl 3000VHP is designed for a safe automatic shut-off with no filling losses under normal operating conditions.The Perma-Cyl series is designed to store liquefied gas contents for long periods of time without venting - thus, limiting product losses during periods with little or no use. PRODUCT HIGHLIGHTS Fast accurate fills Automatic fill shut-off works with Orca delivery system Top fill circuit to optimize fill time Cyl-Tel® contents gauge Digital and accurate Telemetry ready for Onsite® and Data OnlineTm Built-in user-selectable scales Easy to use instruments and controls Located at user height Single-adjustment metered combo regulator Isolation valves for regulator and level gauge Long-life low-maintenance Stainless steel piping and outer vessel Heavy-duty galvanized pallet base Any application - Any time Choice of configurations to meet customer needs Easy low-cost installation -outdoors or indoors (local codes permitting) Service: N2/Ar/02 VIP/MVlP/Python option for LN2 Optional external pressure builder/vaporizer PERMA-CYL. , 3000 VH HIGH PRESSURE - HIGH CAPACITY CAPACITIES Gross Volume 770 gal 2911 liters Net Volume 715 gal 2707 liters Gas Storage Capacity (@1 Atm & 68°F! 2000. Oxygen 82,239 scf 2161 Nm3 Nitrogen 66,592 scf 1750 Nm3 Argon 80,425 scf 2115 Nm3 GENERAL SPECIFICATIONS Relief VMve Setting / MAWP 500 psi 34.5 bar Overall Height w/ Piping &Lab Base 122.5 in 3112 mm Width w/ Lab Base 61 in 1549 mm Tank Diameter 59 in 1499 mm Tare Weight 4250 lbs 1928 kg PERFORMANCE Normal Evaporation Rate (% per day)** Nitrogen 1% 1% Oxygen & Argon 0.62% 0.62% Gas Supply Rate 2000 scTh 52.4 Nm3H High-Flow Option (side mount) 3500 scfh 92 Nm3H CONSTRUCTION Design & Manufacturing Code ASME Sec.VllI Div. 1 Outer Vessel Type 304S5 Multi-Function Vaporizer (Standard) Ambient Side-Mounted Aluminum Footnotes: Specifications subject to change without prior notice. Patents: 5,787,942 5,954,101 6,799,429. °Values are based on net capacity at 0 psig (0 barg). See page 15 of Chart's MicroBulk Systems Product Catalog (PIN 11926802) for conversion densities. "values are based on gross volume. to Flow Schematic Key Gas Supply Multi-Function External Vaporizer 3-lop Fill Bottom Fill / Liquid Withdrawal Line Pressure Building Regulator Pressure & Contents Gauges Safety Relief Valve I Burst Disc 8 -Vent /Trycock Chart Inc. ©2012 Chart Inc. U.S.: 800-400-4683 P/N 14759085 Worldwide: 952-758-4484 i,,fl.,,fljOH I"l''f"""'. wvv.chart-ind.corn COSDDEH -CASHIER I PAID SAN DO REGIONAL 26ZARD US MATERIALS QUE STIONNAIRE RECORD ID#01 Oo1IZ7 PLAN CHECK #j\-\'LV( _obv::?\(\ 1 0ERS ID731332. BP DATE I I tisi'ness Name Busipess Contact Ve.Jii Tele.ghone # (760 57(-(87Q ECi- -- C.P)LL/rtE MC I r2: 2O C:\tAt r4 0 \IIbY -cI3& City : 1'fE'to State Zip Code CA q2 APM# IUb-bo-- Mailing Address City State Zip Code Plan Flle# S'Acvbr Project Contact Applicant E-mail Telephone #j i0c, 7 -o3 'I4m Lzi&5ij 'The toIloWWg questiins represent the raciuity's activities NO 018 speciTir. projeut UeIIpUIJII. 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 a o 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): "fED Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14, Other Health 444*2 0 Flammable/Combustible Liquids 7. Pyrophoncs 11, Highly Toxic or Toxic Materials 15. None of These. t U18 Flammable Solids 8. Unstable Reactives 12. Radloactives CITY O F r Call (858) 5O'5.6700"prlor to the issuance of a buitdng permit. 715 g YrOein f MA On skm bate FEES ARE REQUIRED Project Completion Date: 2'xpectbd of Ocd(ipancy: YES NO (for new construction or remodeling projects) 1. fl Is your business listed on the reverse side of this form? (check all that apply). Will business dispose Hazardous Substances Medical Waste in any amoUnt? Q ,I M., 0 your of or Will your business store or handle Hazarddis Substances In quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 'J Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 Will your business use an existing or install an underground storage tank? 0 ,j Will your business store or handle Regulated Substances (CaIARP)? 0 , Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or oreater than 1.320 cations? (California's Aboveoround Petroleum Storage Act). o:P.awISION CaiARP Exempt Dale Initials CalARP Required Date Initials C3 CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES' answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomg(sdcountv.ca.qov (858) 586-2650). (No stamp required If 01 Yes gind 03 Yes 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 1O 0 Will the project disturb 160 square feet or more of existing building materials? 0 .jj, Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 .J (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 '] Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.orq/info/facts/oermits.pdfl for typical equipment requiring an APCD permit. 0 -flJ (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project I declare under penalty of perjury that to the best of my knowlee and be t e responses m he 'e true and corrJt. jSrY . Name of Owner or Au orized Alent Signature of Owner uthorize Agent Date - FOR OFFICAL USE ON FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ov DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED! ING PERMIT BUT NOT FOR occuPANcy RELEASED FOR OCCUPANCY COUNTY.HMD' APCD APCD APCD / REVIEWED ç DATE ATUR) • RVIEWED fSIG SIGfA 2ji/I7 rmpmk mv dill aoolv '.M stamp in mis oox only exempis ousunesses rrom cumpuuIuy'u..,l,J43,IuT duuvu .-•. -' - - HM-9171 (08/15) County of San Dieao - DEH - Hazardous Materials Division City of Carlsbad Print Date: 03/22/2018 Permit No: PREV2017-0139 Job Address: 2320 Camino Vida'Roble, 100 Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: 2130500800 Lot - Applied: 07/06/2017 Valuation: $ 6,500.00 Reference #: Issued: 08/09/2017 Occupancy Group: . Construction Type: Permit Finaled: 03/22/2018 # Dwelling Units: . Bathrooms: Inspector: Bedrooms: Orig. Plan Check U: 2OJ7O1J Final Plan Check U: ' Inspection: Project Title: . Description: LUXTERA: INSTALL 10 WALL AROUND NITROGEN TANK Applicant: . Owner: Co-Applicant: UNITED PACIFIC INC R VIDA ROBLE INVESTORS LLC LUXTERA INC JAMIE LOUNEY . . , 'CAROLINE VEALE 550 Laguna Dr, A 2333 State St, 200 Carlsbad, CA. 92008-1698 CARLSBAD, CA 92008 760-795-7279 MANUAL BUILDING PERMIT FEE - $250.00 Total Fees: $ 250.00 Total Payments To Date: $ 250.00 Balance Due: $ 0.00 I- 1635 Faraday Avenue, CaIsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov of PLAN CHECK REVISION Development Services 1635 Faraday Avenue Carlsbad / cr APPLICATION Building Division B-I 5 760-602-2719 www.carlsbadca.gov Plan Check Revision No. PRE2011 0139 Original Plan Check No.CC Zt tT - 186 Project Address Z3ZCD (:o"NO L/Lck:. DateO1ôPL7 - Contact'1 'Pb Ph %o / Fax Email 1 Contact Address_S5o ire City_C,-/5 /,') Zip !?7_40b General Scope of ..-, 1 Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: I Plans LI Calculations LI Soils fl Energy LI Other 2. Describe revisions in detail - 3. List page(s) where each revision is shown 4. List revised sheets that5replace existing sheets 4 Jt A q. ( o,A U. S ) Does this revision, in any way, alter the exterior of the project? Yes LI 'No Does this revision add ANY new floor area(s)? LI Yes No Does this revision affect any fire related issues? LI Yes No Is this a complete set? Yes Sig nature_;e44?' - 1635 Faraday Avenue, Carlsbad, CA 92008 : 760-602- 2719 f: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.go I - EsGil Corporation In Partnership with Government for Bui(ding Safety DATE: 8/2/17 JURISDICTION: LCa11 PLAN CHECK NO.: CBC2017-0 186 PREV2017-0139 PROJECT ADDRESS: 2320 Camino Vida Roble O 3PPLICANT L1J URIS. 0 PLAN REVIEWER U FILE SET: II PROJECT NAME: Revision of masonry site wall around nitrogen tank from 6' to 10' The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the Remarks 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 Corporation until corrected plans are submitted for recheck. The applicant' 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 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: (byl Email: Mail Telephone Fax In Person REMARKS: Engineer of recor fro r j et, artell Montgomery, must sign sheet SDI of the approved plans. J By: Chuck Mendenhall Enclosures: EsGil Corporation Li GA LI EJ LI MB LI PC 7/27/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In cPartnersliip with Government for Bui(iing Safety DATE: 07/12/2017. 0 PPLICANT Y'JURIS. JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: CBC2017-186PREV2017-0139 SET: I PROJECT ADDRESS: 2320 Camino Vida Roble PROJECT NAME: Revision of masonry site wall around nitrogen tank from 6' to 10' The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El 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 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: .. 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: Paul Robbins Telephone #: 760.458.9181 Date contacted: _ i'3, (by:'y.)/ Email romanlegend72gmail.com cjlrail Telephone Fax In Person REMARKS: By: Morteza Behesht Enclosures: EsGil Corporation EGA L]EJ LIMB EPC 7/7 9320 Chesapeake Drive, Suite 208 • Sari Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: CBC2017-186 PREV2017-0139 JURISDICTION: Carlsbad OCCUPANCY: B . -. USE: NA TYPE OF CONSTRUCTION: II ACTUALAREA: ALLOWABLE FLOOR AREA: STORIES: HEIGHT: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 07/12/2017 FOREWORD (PLEASE READ): OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/7 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 2013 CBC, which adopts the 2012 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 2012 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. . GENERAL Please make all corrections and submit two new complete sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. Please make all corrections and submit two new complete sets of prints, to: The jurisdiction's building department. . PLANS Each sheet of the plans must be signed by the person responsible for their preparation, even if there are no structural changes. California State Law. Provide for compressor ventilation. The wall thickness not specifically indicated. Please provide. I see the foundation however, the vertical wall construction details and calculations not provided. Special inspection should be provided for all masonry construction in accordance with Section 1705.4. 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: YesU No U 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. [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: CBC2017-186 PREV2017-0139 PREPARED BY: Morteza Beheshti DATE: .07/12/2017 BUILDING ADDRESS: 2320 Camino Vida Roble BUILDING OCCUPANCY: M BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICb IBY Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance I $250.00! Type of Review: Lii Complete Review Structural Only Repetitive Fee Repeats * Based on hourly rate LI Other Hourly 2 Hrs.@* EsGil Fee $100.00 I $200.001 Comments: Sheet of 1 macvalue.doc + II - ' - - ,---.- - LA COSTA N1NIERLMiI 2226 FARADAY AVENUE -' CARLSBAD,. CALIFORNIA 92008 TEL 760931-0290 FAX 436-5251 mart,/_n onlomerylvahooco,n CIVIL • STRUCTURAL MECHANICAI• PETROLEUM V11 STRUCTURAL CALCULATIONS PROJECT: LUXTERA 2320 CAMINO VIDA ROBLE, STE. 100 CARLSBAD, CA 92011 RECEIVED ENGINEER: MARTELL B. MONTGOMERY JUL 2 2017 R.C.E. 50344 EXP. 6-30-19 CITY OF CARLSBAD BUILDING DIVISION DATE: FEBRUARY 23, 2016 DESIGN LOADS: 2015 IBC, 2016 CBC Roof: CMU Wall: 10 psf DL 90 psf DL 20 psf LL 30 psf TL Seismic Properties: Wind Properties: Seismic Design Category: D Envelope Procedure: 28.1 Occupancy II Exposure B 1= 1 1=1.0 R= 5 3-s Gust Wind Speed: 110 mph Ss: 1.062 Pmin= 8 psf Roof S1: 0.411 16 psf Floor Site Class: D Fa: 1.075 Fv: 1.588 SDS:, 0.761 SDI: 0.435 -i~Tjij I STRUCTURAL CALCULATIONS VERTICAL EQUIPMENT ROOF METAL ROOF CO VERING OVER EQUIPMENT BY OTHERS CHECK ROOF LOAD BEARING ATOP CMU WALL (ASD): 2.4.1 Load Comb.: #3 D + Lr = (20.272)(772)(10+20 psf)= 1060 lb Governs A= 16 in A2= (7.6251)2= 58.1 in Abr= A1(A2/A1)112 = 30.5 i n 2 fbr Pa/Abr= 35 DSj Fbr= 0;25f m= 375 psi > fbr 1060:IbLoad OK at 4 corner locations CMU LINTEL DESIGN: Span = 4'-0" TRY: 8" CMU, 2 Courses (16"), (2)- #4 where d= 12" Load Comb.#3: D + Lr 2.4.1 WDL = [(0.67')(10psf) +(1.33')(90 psf)] = 127 lb/ft WLL = (0.67-')(20 psf) = 13 lb/ft WTL = (127 lb/ft) + (13 lb/ft) = 140 lb/ft V = (140)(472)= 280 lb M = (140)(4)2/8= 280 ft-lb E=29(10)6 psi Em = 900 f'm 900 (1500 psi)= 1.35(10)6 psi fl = Es/Em = 21.5 Fb= 1/3 fm = (1500 psi/3)= 500 psi F5 = 24,000 psi p = A5/bd =(2)(0.2 in2)/(7;625")(12") = 0.0044 pn= (0.0044)(2l..5) = 0.0940 k = V[(pn)2 + 2pn] - pn k=0.3496 j=1—k/3=0.8835 fs = M/A8jd = (280 ft-lb)(12)/(0.4)(0.8835)(12") = 792 psi < 24,000 psi OK fb = 2MJjkbd2 = 2(280)(12)/(0.8835)(7.625)(12)2= 6.9 psi < 500 psi OK USE 8" CMULINTEL, 2 COURSESHIGH (16"), FULLY GROUTED w/ (2)-#4 LOCATED AT d12" I Mechanical Blda Foundation Code Minimum Soil bearing pressure (Ps): 2000 psf Per 2016 CBC, Table 1806.2 Check Load on (E) CMU Wall Foundation: 2.3.2 Load Comb.: #3 1.21D + 1.61-r #8 0.91D +1- 1 .OE Check New Continuous 1-Story Footing w=I_112611b/ft Story= I Width 0.750 ft B=(w/Ps)112= 9.0 in Try: B=_l8in D= 16 in Aspbd 0.37 in Try (2) - #4: Strength 1302 lb/ft Governs 1126 lb/ft 2 2 0.40 in > 0.37 in USE 18 W x 16 D continuous foáting, 2500 psi wl (2) - #4 Top & Bottom I Lateral Calculations Wind Loads - (Envelope Procedure) 28.1 Roof slope= I 31/12 Walls P=qh[(GC f) - (GC)] 28.4-1 GC=' 0.18 Enclosed Table 126.11-1 GC f= 0.48 Surface 1 Fig. 28.4-1 Case A -0.69 Surface 2 Fig. 2.4-1 Case A 0.72 Surface 1E Fig. 28.4-1 Case.A -1.07 Surface 2E Fig. 2.4-1 Case A 0.40 Surface 5 Fig. 28.4-1 Case B 0.61 Surface 5E Fig. 28.4-1 Case B qh = q1=0.00256kkkV2 k= 0.70 Table 28.3-1 EXP. B k2 = 1.0 26.8.2 kd= 0.85 Table 26.6-1 V = 110 mph, 3s Gust, Fig. 26.5-1A qh=q1= 18.4 psf P=qh[(GC f) - (GC 1)] = 11 nM @Walls Pqh[(GC f) - (GC 1)] = 9.4 nM @Roof Wind Distribution: Pmin 16 psf Walls 28.4.4 Pmin: 8 psf Roof Eauioment Wall - Windward/Leeward w(2.33)(9.4)+(10'/2)(12.2)= 83 lb/ft Wpmjn (2.33')(8)(1 0'/2)(16) 99 lb/ft LAstJ USGS Design Maps Summary Report User-Specified Input Report Title LUXTERA. Wed March 22, 2017 09:18:17 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site- Coordinates 33.119240 N, 117.27008°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/IT/Ill USGS-Provided Output S5 = 1.062g S,, 1.142g S0 = 0.761g S1 = 0.411 g SM1 = 0.653 g SDI = 0.435 g For information on howthe SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motionsin the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCR iome Swtr'jrn 0eç:i i. T :) For PGA,, TL, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed orimplied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Seismic Loads -7 Ss= 1.062 Si= 0.411 Site Class: D Fa= 1.075 F .1.588 R= 5:0 Floors: 1 Special reinforced masonry shear walls SMSFaSs 1.142 5M1FVS1 0.653 SDs=2/3SMs= 0.761 SDC: D SD1 =2/3SMl= 0.435 SIMPLIFIED DESIGN PROCEDURE (ASCE 7 12.14) EEh+EV (For load comb. 5 & 6 ASD) EEh-E, (For load, comb 8 ASD) Eh=QE=V EV 0.2SDSD 0 for E acting in plane of diaphragm/base shear Seismic Base Shear (per ASCE 12.14.8.1) V=FS0 W/R F= 1.0 R=5 V= 0.152W Vertical Distribution (per ASCE 12.14.8.2) Fx=FSDs/R*wx F= 0.152 w. Seismic Distribution DLmof= 10 psf DLcmu 90 psf Shear Lines 1, 2 ROOF Liine 7 ft Hcmu wall 10 ft Shear Line A ROOF Liine 20.2 ft Hcmu wall loft WR= (7)10= ww= 1(1072)90= V = 0.152(70+900) WR= (20.2)10= ww= 2(10/2)90= v = 0.152(202+900)= 70 lb/ft 450 lb/ft WIND 79 lb/ft GOVERNS 202 lb/ft SEISMIC 900 lb/ft GOVERNS 168 lb/ft In-Plane Shear/Diaphragm Loads (Use load comb. #5 for wind/seismic loads) 2.4.1 Rl,2R= 0.6(99 lb/ft)(20.2'/2)= 600 lb V1,2 R= 86 lb/ft RAR=0.7(1681b/ft)(fl 82311b VA,BR= 41 lb/ft SHEAR WALLS: Use Load Comb.#8 2.4.1 ASCE 7-05 (12.14.3.1.3) Seismic: (0.6D - O.l4SDsD) = 0.49 D LINES 1,2 WALLS: Distribution: Uplift at 1st Floor( _ Z __ Ift. mm. wall) Fir. jW# H' W#H' 11 6001 10 60001 OTM= 6000 ft-lb Tot. O.T.M. 6000 ft-lb RM= 6614 ft-lb 0.49[(20.2/2)(10)+(10/2)90](7)2/2 UPLIFT= 0 lb No Uplift 1 FIr. v= 86 lb/ft Use Special Reinforced Masonry Shear Wall USE #4VERTICALREBAR AND EXTEND! HOOK 12" INTO 16"D FOUNDATION Check Line I Wall Deflection: b= 7.625 in d= 84 in A= 640.5in2 V WALL= VR = 600 lb M WALL= VRH= (532 lb)(8.67 ft)= 6000 lb-ft fb 500 psi l = l= 3.8E+05 in4 Em = 1.35E+06 psi S = 8967 SR= MCO/fb= 144 in < 8967 in OK Displacement due. to shear deformation: E v 1 .2VEH/0.4EmA = 0.000 in Displacement due to flexural deformation: b VEH/3Emly 0.001 in Total Displacement due to shear+flexural deformation: As A+ Ab = 0.001 in Maximum Displacement: (deflection due to foundation flexibility is negligible) °d 3.5 6M6M1 CdAs = 0.003in (16-44) IWall Deflection Negligible I LINE A WALL: Distribution: Uplift at 1st Floor( 4Th Ift. mm. wall) Fir. W# H W#H' 10.25 ft I 1 8231 10 82301 OTM= 3.814 ft-lb Tot. O.T.M.= 8230 ft-lb FkM= 2525 ft-lb 0.49[(0.67)(10)+(10I2)90](4.75')/2 UPLIFT= 271 lb 1 FIr. v= 80 lb/ft Use Special Reinforced Masonry Shear Wall USE #4 VERTICAL REBAR AND EXTEND! HOOK 12" INTO 16"D FOUNDATION Check Line A Wall Deflection: b= 7.625 in d= 57.00 in A= 434.63 in2 V WALL= VR = 823 lb M WALL= VRH= (888 lb)(8.67 ft)= 8230 lb-ft fb = 500 psi 19 = I,= 1.2E+05 Em = 1.35E+06 psi S = 4128.94 in 5R MCO/fb= 198 in' < 4129 in OK Displacement due to shear deformation: A 1.2VEH/0.4EmA 0.001 in Displacement due to flexural deformation: A6= VEH3/3Emly 0.003 in Total Displacement due to shear+flexural deformation: S b = 0.003 in Maximum Displacement: (deflection due to foundation flexibility is negligible) Cd= 3.5 6M6M1 CdAs= 0.012 in. (16-44) Wall Deflection Negligible Design CMU Shear Walls for Shear and Flexural Loads (Lines 1, 2): h= 10 ft b= t= 7.625 in L= 7 f Shear Design Check for Flexural Tension: VE= 600 lb ME= VEh= 6000 ft-lb 353 lb P= (0.9-0.14SD5)Po= 280 lb A= (7.625 in)(10 ft)(12 inlft)= 641 in S= (7.625 in)[(10 ft)(12inlft)]216= 8967 in f= P/A-M/S= -8 psi Is f < 0? Yes, Flexural Tension Exists Assume Cover = 4 in: d(10 ft)(12 in/ft)-(4 in)= 80 in Averaae Wall Shear Stress: f= 1.5V/bd= 1.5 psi MENd= 1.50 Is MENd < 1? No If ME/Vd<1: F= [(1/3)(4MENd)f'm] < [8045(MNd)] F= 32.3 < 12.5 psi If ME/Vd>1: F= ''m > 35 F= 38.7 < 35 psi M= 1500 psi 35.0 psi > 1.5 psi CMU Allow. Stress> Design Stress No shear réiflforcement required USE 35.0 psi Wall Shear Stress when Shear Reinforcement is reauired must not exceed: If ME! Vd < 1: F [(1/2)(4MENd)Jf'm] < [1 2045(MENd)] F= 48.4 < 52.5 psi If MENd >1: Fv (1.5)'Jf'm <75 F= 58.1 < 75.0 psi USE 58.1 psi Assume #4 rebar for Horizontal Shear Reinforcement: As hou, 0.20 in2 s=AFd/1.5V F= 1.33(24000)= 32000 psi S= 568.9 in (Low shear load) A 122 in Use 16 in o.c. horiz. Use #4 horizontal rebar © 16" o.c. FLA Try #4 rebar for Vertical Reinforcement at 16 in o.c.: Try: 16 in o.c. veil. Asvert 0.20 A= 122 in Special Reinforced Masonry Wall Detailing: Is Asvert+hoth >= 0.002Ag? YES Is s < 48 in? YES Iss<h/3?YES Is s < L/3? YES l5Asvert > 0.0007Ag? YES [As/St]vert.= 0.0016 Is Min. [As/5t]vert>1/3[As/5t]hop? YES [As/St]hop.= 0.0016 IUse #4vertucalrebar@16 o.c. Flexural/Axial, Design Use Jamb Steel to resist Flexural Loads Assume Jamb Steel-is placed in one CMU cell, 4 in from Wall end: d=(7ft)(12 in/ft)-(4 in)= 80 in h/d= 1.05 n=Es/Em 21.5 E= 2.90E+07 psi Assume jd= 0.8d to 0.9d: Em 1.35E+06 psi jd= 0.85 d Fb= (1/3rm)= 500 psi A reqd MEIFSjd= 0.0331 in Try (1')- #4 Veil. Rebar at ea. end of Wall: A=(1)(0.20)= 0.20 in' p=A/bd= 0.0003 np 0.0070 Solve Unity Equations and.compare assumption with Interaction Diagrams: P/bdFb= :0.0009 ME/bdFb 0.0030 Per Figure A.1 .1(a): np= 0 to 0.005 Pn/bdF 0.0003 Design p is Very Low MEn/bdF$ 0.0010 Per Figure A. 1.1(b): np= 0 to 0.005 Design pis Very Low Solve for location of Neutral Axis and Allowable Moment determined by CMU Allowable Stress: kd {I[(np-P/bdFb)2+2np]-(np-P/bdFb)}d kd= 0.1127 d 0 < 0.1127 < 1.0 OK Ma/bd2= Fb{k[h/4d-k/6-np [1 -hl2d]+nplk[l -h/2d]} Ma/bd2= 29.0 Psi kd= {'J[(np +nP/bdF)2+2(np +nP/bdF]-(flp ± nP/bdF)}d kd= 0.1141 d 0 < 0.1141 < 1.0 OK Ma/bd2= P/bd[h/2d-k13]+np (F/n)( 1 -k/3) Mat bd2= 10.3 psi 10.3 < 29.0 pSi the lesser Stress Governs, Use Steel Stress to determine Allow. Moment Ma= 41953 lb-ft > ME= 6000 lb-ft Wall Design OK Is Ma>ME? YES Check Axial Load Limit: Pa= 0.05fmA,,= 48038 lb > 280 lb No Limit on the Area of Steel Réinforcément Development Length Of Reinforcement d0 honz 0.50 in Case 1: s= 16 in o.c. = 0.13d, 2f K = lesser of: CMU cover: 3.56 in KIf'm clear spacing between reinf.: 15.5 5db= 2.5 in = 20 in (40db) y= 1.;0 (#345) 1.3 (#647) Case 2: 1.5 (#8411) = 0.002dbFS >= 40d = 24 in Governs CMU Shear Wall Specification USE8" CMUSOLID GROUT, 2500 PSI CONC. PLACE #4 REBAR@16"o.c. VERT., AND #4 REBAR @ 16" o.c. HORIZ.AT EDGE OF WALL SECTION. MIN (1)- #4 JAMB STEEL, 4" FROM EACH WALL EDGE AND ALL CORNERS PLACE MIN #4 CHORD STEEL AT TOP BOND BEAM COURSE ALL HORIZONTAL STEEL SHALL BE ANCHORED AROUND VERTICAL JAMB STEEL WITH A STD 180 HOOK AT END OR EXTEND 24" LAP AROUND CORNERS IS Design CMU. Shear Walls for:Shear and Flexural Loads (Line A): (4.75' Mm. Wall along Line A Governs) h= loft b= t= 7.625 in L= 4.75 ft Shear Design Check for Flexural Tension: VE= 381 lb (Trib. Load to 4.75' Wall) ME= VEh= 3814 ft-lb PD= 353 lb P= (Q.9-0.14S05)P0= 280 lb A= (7.625 in)(3 ft)(12 inlft)= 435 in S= (7.625 in)[(3 ft)(12 inlft)]2/6= 4129 in' f=P/A-ME/S= -10 psi Is f < 0? Yes, Flexural Tension Exists Assume Cover = 4 in: d=(3 ft)(12 in/ft)-(4 in)= 53 in Average Wall Shear Stress: f= 1 .5V/bd 1.4 psi fl m= 1500 psi MENd= 2.26 Is MENd < 1? No If ME/Vd <1: F E(1/3)(4MENd)'/f'm1 > [8045(MNd)] F= 22.4 < -21.9 psi 35.0 psi > 1.4 psi CMU Allow Stress > Design Stress If ME/Vd > 1 No shear reinforcement required Fv= 'If m > 35 F= 38.7 < 35 psi USE 35.0 psi Wall Shear Stress when Shear Reinforcement is required must not exceed: If ME/Vd <1: F [(1/2)(4MENd)\'f'ml < [12045(MENd)] F= 33.6 < 18.1 psi If MENd> 1: Fv (1.5)'Jf'm <75 F= 58.1 < 75.0 psi USE 58.1 psi Assume #4 rebar for Horizontal Shear Reinforcement: As honz 0.20 in;' s= AFd/1 .5V F= 1.33(24000)= 32000 psi S= 592.9 in A3 122 in2 Use 16 in o.c. horiz. Use #4horizontal rebar@ 16" o.c. Try #4 rebar for Vertical Reinforcement at 16 in o.c.: Try: 16 in o.c. vert. Asvert= 0.31 ifl2 Açj = 122 in' Soecial Reinforced Masonry Wall Detailinq: Is Asvert+hoth >= 0.002A9? YES Is s < 48 in? YES lss<h/3?YES Is s < L/3? YES Is As vert.> 0.0007A9? YES Is Mm. [As/St]vert>1/3[As/St1honz? YES As/5t]vert = 0.0025 [AS/st]hoflz = 0.0016 lUse #4 vertical rebar @ 16" o.c. Flexural/Axial Design Use Jamb Steel to resist Flexural Loads Assume Jamb Steel is placed in one CMU cell, 4 in from Wall end: d=(3 ft)(12 in/ft)-(4 in)= 53 in h/d= 1.08 flEs/Em 21.5 E= 2.90E+07 psi Assume id= 0.8d to 0.9d: Em 1.35E+06 D5I jd= 0.85 d F,= (1/3rm)= 500 psi As reqd= ME/F sjd= 0.0317 in2 Try (1)- #4 Vert. Rebar at ea. end of Wall: A=(1)(0.20)= 0.20 ifl2 p= A/bd= 0.0005 np 0.0106 Solve Unity Equations and compare assumption with Interaction Diagrams: P/bdFb= 0.0014 ME/bdFb 0.0043 Per Figure A.1 .1(a): np= 0.08 Pn/bdF 0.0005 Design p is Low MEn/bd2FS 0.0014 Per Figure A.1.1(b): np 0.05 Design p is Low Solve for location of Neutral Axis and Allowable Moment determined by CMU Allowable Stress: kd= {f [(np-Plbd Fb)2+2np]-(np-P/bdFb)}d kd= 0.1369 d 0 < 0.1369 < 1.0 OK Ma/bd2= Fb{k[h/4d-k16]-np [1 -h/2d]+np/k[1-h/2d]} Ma/bd2= 35.5 psi for location of Neutral Axis and Allowable Moment determined by Steel Allowable Stress: kd= {4[(np+nP/bdF)2+2(np+nP/bdF]-(np + nP/bdF)}d kd= 0.1383 d 0 < 0.1383 < 1.0 OK Ma/bd2= P/bd[h/2d-k/3]+np (FIn)( 1 -k/3) Ma/bd2= 15.4 psi 15.4 < 35.5 psi the lesser Stress Governs, Use Steel Stress to determine AllOw. Moment Ma= 27572 lb-ft > ME= 3814 lb-ft Wall Design OK Is Ma>ME? YES Check Axial Load Limit: 280 lb IN0 Limit on the Area Pa= 0.05f'mAn 32597 lb lof Steel Reinforcement I Development Length of Reinforcement dO hO = 0.50 in Case 1: s= 16 in o.c. Id F 0.13dh2f K = lesser of: CMU cover: 3.56 in KIf'm clear spacing between reinf.: 15.5 5db=. 2.5 in = 20 in (40db) )' 1.0 (#3-#5) 1.3 (#647) Case 2: 1.5 (#8411) = 0.002dbFS >= 40d, = 24 in Governs CMU Shear Wall Specification USES" CMU SOLID GROUT, 2500 PSI CONC. PLACE #4 REBAR @ 16" o.c. VERT., AND #4 REBAR © 16" cc. HoRIZ.IAT EDGE OF WALL SECTION. MIN. (1)- #4 JAMB STEEL, 4' FROM EACH WALL EDGE AND ALL CORNERS. PLACE MIN. #4 CHORD STEEL AT TOP BOND BEAM COURSE. ALL HORIZONTAL STEEL SHALL BE ANCHORED AROUND VERTICAL JAMB STEEL WITH A STD. 180 HOOK AT END OR EXTEND 24" LAP AROUND CORNERS. V Gradebeam Desian f,,= 60ksi = 2500 psi I3i = 0.85 (p= 0.9 Pbal = (1 *085*ft Y)(87000/(87000+fY)) = 0.0178 Prnax = 0.75 Pbal = 0.0134 Prnin = 0.0018 Try 18" x 16" Gradebeam: width b= 181n effective depth d = total depth - 3' = 13 in Select Flexural Reinforcement: steel reinforcement (2) - #4 (3) - #4 (2) - #5 (3) - #5 Ast = 0.4 0.6 0.62 0.93 P = Ast/b*d = 0.0017 0.0026 0.0026 0.0040 check ACI requirements: Pmin :5 :5 Pmax ok ok ok ok W = p*fy/fc = 0.0410 0.0615 0.0636 0.0954 R w*fc *(10.59*w) = 100 148 153 225 a = Ast*fy/(0.85*fc *b) = 0.627 0.941 0.973 1.459 Mn(calc.d) = Ast*fy*(da/2) = '25373,1 37588 387931 57058 (PM. = 22835 33829 '34913 51352 lb-ft MU = 1287 lb-ft (from CMU Wall Calc) Mu<M? Try (2)-#4: 22835 lb-ft > 1287 lb-ft OK Check Shear Reinforcement: 13021b Where Mu and Vu occur simultaneously: V, = [1 .9/(f') + 2500pVd/M]bd = 22282 lb 11.3.2.1 Check if Vd/M >1.0 1.10 No, OK pVn=qVc= 167121b = 8356 lb Is Vu < pVc/2? YES, no additional shear reinforcement is req'd lUse 18"W x 16"D Grade Beam, 2500 psi conc wl (2)- #4 long bars top & bottom I 1! nz / Revision Permit {city of Carlsbad Print Date: 07/18/2019 Permit No: PREV2017-0253 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Applicant: UNITED PACIFIC INC JAMIE LOUNEY 550 Laguna Dr, A Carlsbad, CA 92008-1698 FEE 2320 Camino Vida Roble, 100 BLDG-Permit Revision 2130500800 $0.00 Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check #: Residential Permit Revision CBC2017-0186 Status: Closed -Finaled Applied: 10/25/2017 Issued: 10/27/2017 Permit 07/18/2019 Finaled: Inspector: MColl Final Inspection: LUXTERA: REMOVE ROOF FROM ENCLOSED EQUIPMENT PAD// REDUCE EQUIPMENT & RECONFIGURE LAYOUT Owner: R J VIDA ROBLE INVESTORS LLC 2333 State St, 200 CARLSBAD, CA 92008 Contractor: AMERICAN ASPHALT AND CONCRETE INC 9011 Memory Ln Spring Valley, CA 91977-21S2 619-589-8112 MANUAL BUILDING PLAN CHECK FEE AMOUNT $32.50 Total Fees: $32.50 Total Payments To Date: $32.50 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov Cci~of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov B-15 CBC2017-0186 pnry"Oll O '"li::'.-".2... Original Plan Check Number ________ Plan Revision Number YSt:. oi.. -o< '1 _)_ Project Address _2_3_2_0_C_A_M_IN_O_V_ID_A_R_O_B_L_E _______________ ~----- General Scope of Revision/Deferred Submittal: _ __,f.ed=..-..:...<A.C:.c=.:::_ec)=-. -'-----'-£..__,_Q,..'--'-='~f-=""-_:..:_j_:__1,_. ,_re.=,.y\..::O:c.~:,_=- Y=-F =red (:£,._jl,w<;.Qd 6--,;k,, , CONTACT INFORMATION: Name JAMIE LOONEY Phone 760-201-6524 Fax~--------- Address 550 LAGUNA DRIVE. SUITE A City CARLSBAD Zip 92008 Email Address JLOONEY@UNITEPACIFIC.COM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: 0 Plans O Calculations D Soils O Energy O Other 2. 3. Describe revisions in detail List page(s) where each revision is shown I. REMOVED EQUIPMENT #3. A2.0, A3.0, A5.0, A7.0 2. SHIFTED EQUIPMENT# I, 2, AND 4 APPROXIMATLY 24"" TO THE EAST. A2.0, A3.0, A5.0, A7.0 3. INCREASED THE SIZE OF THE METAL GATES. A7.0 4. INSERTED VENTALATION 6-t.J....s INTO METAL GATES. A7.0 4. Does this revision, in any way, alter the exterior of the project? 0 Yes Ii! No 5. Does this revision add ANY new floor area(s)7 D Yes ~ No 6. Does this revision affect any fire related issues? D Yes ~ No 7. Is this a complete set? ~ Yes D No Date 1635 Faraday Avenue, Car bad, CA 920 Email: building@carlsbadca.gov