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Home My WebLink About2870 WHIPTAIL LOOP; ; PCR16061; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-05-2016 Plan Check Revision Permit No:PCR1606I Building Inspection Request Line (760) 602-2725 Job Address: 2870 WHIPTAIL LP CBAD Permit Type: PCR Status: ISSUED Parcel No: Lot #: 0 Applied: 04/01/2016 Valuation: $0.00 Construction Type: NEW Entered By: JMA Reference #: CB153617 Plan Approved: 05/05/2016 PC #: Issued: 05/05/2016 Project Title: MULTIPLE CHANGES TO CB153617 Inspect Area: BLDG A Applicant: Owner: GREG SPON 858-500-4611 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $172.00 Total Payments To Date: $172.00 $0.00 $0.00 $172.00 Balance Due: $0.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE- Reese take NOTICE that approval of your project includes the 'hipositith ci fees, dedications, reservations, or other exactions hereafter collectively referred toes 'Feeslexacijans." You have 90 days from the date this pemt was issued to protest irrposition of these fe&exaciians. If you protest them, you mist foIlthe protest procedures set forth in Coveirnent Code Section 66020(a), and file the protest and any other req..ired inforrratia, with the City Pfonager for processing in aca,rriance with Carlsbad MAcipel Code Sedan 3030. Failure to tindy fdlow that procedure will bar any sibseqent legal action to attadc, review, set aside void, or annul their irrpositbn. You are hereby FURTHER NO11 FlED that you right to protest the specified fees/exadions DOES NOT APPLY to water and sexer cx,nnedion fees and capacity dianges, nor planning, zoning, grading or other simlar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions ofhith you have previously been aiven a NOTICE sinilar to this, or as to which the statute of lirritations has ore4aatv otherwise erdred. (city of Carlsbad PLAN CHECK REVISION. Development Services APPLICATION 16 Building Division 35 Faraday Avenue B-15 760-602-2719 www.carlsbadca.gov Plan Check Revision No. Original Plan Check No. Project Address Date Contact ~'oL1 Ph Fax Email JPe.7 & Contact Address . Ciry ee Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Vplans LI Calculations fl Soils Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existing sheets -r-F1 Does this revision, in any way, alter the exterior of the project? Yes No Does this revision add ANY new floor area(s)? U Yes No Does this revision affect any fire related issues? U Yes No Is this a complete set? Yes fl No Signature 1635 Faraday Avenue, Carlsbad, CA 92008 th: 760-602- 2719 E. 760-602-8558Email: building@carlsbadca.gov wwwcarlsbadcagov EsGil Corporation In (Partners/hp wit/i governmentforBui(iing Safety DATE: 04/2712016 U APPLICANT ±4IS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 15-3617 (PCR16-061). SET: II Rev.I PROJECT ADDRESS: 2870 Whiptail Loop, Bldg 'A' PROJECT NAME: Office/ Warehouse Commercial Shell Building The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans 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. 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 contacte_... - ?Pe Telephone #: Date contacted: -> (b) Email: Mail Telephone Fax Ison REMARKS: Landscape plans, previously included for reference only, were not included in the revised plan set. By: Dwight Ashman Enclosures: EsGil Corporation E GA El EJ El MB 1=1 PC 04/2012016 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 WARE MALCOMB Leading Design for Commercial Real Estate architecture planning interiors graphics site development PLAN CHECK CLARIFICATION Date: 04/19/2016 Project Name: Carlsbad Oaks Lot 13 Building A To: Esgil Corp. Project No.: SDG14-0051-00 Dwight Ashman From: Doug Grant Subject: Structural Comments Plan Check 15-3617 (PCR16-061) No.: The following corrections for the above referenced project were completed and can be located as indicated: CORRECTIONS: Structural: N/A Please see the attached supplemental structural caics. Please see the following updated drawings A2.1a - Added Dimensions to Wood Stair #3 A2.1c - Added Dimensions to Wood Stair #5, Added Similar Call-Out A7.1 - Added keynote #227 "Stair landing bearing wall per structural', Located wood stair landing bearing walls in Enlarged First Floor Plan - Stair 2 & Section - Stair 2. A7.2 - Added keynote #227 'Stair landing bearing wall per structural" Located wood stair landing bearing walls in Enlarged First Floor Plan - Stair 7 & Section Stair 7. S2.OA 'Updated Structural Sheet' S2.1 "Updated Structural Sheet" S7.3 "New Structural Wood Stair Detail Sheet." waremalcomh.com 6363 greenwich drive suite 175 san diego. california 92122 p 858.638.7277 f 858.638.7506 H:\Jobsl4\Jolwi Hancock Real Estate- San Dicgo\SDC14-6060-OO_Spreadtruin\Admjn\BujldDepart\p1903 Responses - STRUCT_08.27 2014.docx Page 1 WISEMAN+ROHY STRUCTURAL ENGINEERS April 18, 2016 Dwight Ashman Esgil Corporation 9320 Chesapeake Dr #208 San Diego, CA 92123 JAMES M. WISEMAN, S.E. PRINCIPAL STEVEN D. ROHY S.E. PRINCIPAL BRANDON J. DEEMS, S.E. ASSOCIATE PRINCIPAL STEVEN R. CROOK, S.E. ASSOCIATE RE: Carlsbad Oaks- Building A Plan Check Responses PC# 15-3617 (PCR16-061) The following are responses to the structural plan check comments dated April 12, 2016. These responses are submitted along with relevant structural sheets and a supplemental calculation packet. The structural calculation for the perimeter Wi 8x35 can be found on supplemental calculation page 1.. The steel stairs are deferred submittals. Calculations for the wood stairs can be found on supplemental calculation pages 2-6. Please feel free to contact our office if you have any further questions. Sincerely, WISEMAN + ROHY Structural Engineers Michael Sims, PE 9915 MIRA MESA BLVD., SUITE 200- SAN DIEGO, CA 92131 • TEL 858 536 5166 FAX 858 536 5163 . WWW.WRENGINEERS.COM EsGil Corporation In a'artnersllip witfi government for tBuiWing Safety DATE: 04112/2016 U APPLICANT "JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 15-3617 (PCR16-061) SET: I Rev.I PROJECT ADDRESS: 2870 Whiptail Loop, Bldg 'A' PROJECT NAME: Office/ Warehouse Commercial Shell Building IjjjjI 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. 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: Ware Malcomb Architects, Att'n: Gregory Spon j 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: Gregory Spon pate c7 T, acted:4j !Z.- (by:"t)_- Email VIaiI Iephone Fax In Person III REMARKS: By: Dwight Ashman EsGil Corporation ZGA ZEJDMB [:1 PC Telephone #: (858) 638-7277 gsponwaremalcomb.com Enclosures: 04/04/2016 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 15-3617 (PCR16-061) 04/12/2016 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 15-3617 (PCR16-061) JURISDICTION: Carlsbad OCCUPANCY: B, S-i USE: Office! warehouse TYPE OF CONSTRUCTION: III B ACTUAL AREA: 110,730 ALLOWABLE FLOOR AREA: unlimited STORIES: Two I HEIGHT: 40 ft SPRINKLERS?: Yes OCCUPANT LOAD: 340 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/5/2015 DATE PLANS RECEIVED BY ESGIL CORPORATION: 04/04/2016 PLAN REVIEWER: Dwight Ashman FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 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. Carlsbad 15-3617 (PCR16-061) 04/12/2016 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: I. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to 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. Please provide revised structural calculations for the curtain wall alterations. As shown in details 2/A6.1, 14/A8.2 & 13/S7.1; the trusses, which were previously supported byW27X84, now bear on the WI 8X35 beam. Please justify. Please provide complete design for the altered stairways. Architectural details state "Per Structural," but no framing provided on structural sheets. Structural sheets state "Stair stringer by others." . ADDITIONAL To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No 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 Dwight Ashman at Esgil Corporation. Thank you. Carlsbad 15-3617 (PCR16-061) 04/12/2016 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 15-3617 (PCR16- 061) PREPARED BY: Dwight Ashman DATE: 11/5/2015 BUILDING ADDRESS: 2870 Whiptail Loop, Bldg 'A' BUILDING OCCUPANCY: B, S-i BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Plan Revision Air Conditioning Fire Sprinklers TOTAL VALUE j Jurisdiction Code ICB IBy Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: El Complete Review El Repetitive Fee El Other Repeats Hourly EsGil Fee * Based on hourly rate Comments: Plan Revision, hourly. E] Structural Only 2 Hrs.@ $86.00 I $172.00I Sheet I of I macvalue.doc + CITY OF CARLSBAD PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division APPROVAL 1635 Faraday Avenue (760) 602-4610 P29 www.carlsbadca.&ov DATE: 4/6/16 PROJECT NAME: Carlsbad Oaks N Lot 13 PROJECT ID: SDP 15-10 PLAN CHECK NO: PCR 1661 SET#: ADDRESS: 2870 Whiptall Lp APN: 209-120-10 This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Garcia A Final Inspection by the Planning Division is required D Yes Z 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 APPROVAL has been sent to: Greg Spon 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 Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov ChristoDher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz ValRay Marshall Cindy Wong 760-602-4675 760-602-2741 760-602-4662 Gina.Ruiz@carIsbadca.gov ValRay.Marshall@carlsbadca.gov Cynthia.WonE@carlsbadca.gov Chris Garcia 760-602-4622 [1] Linda Ontiveros Dominic Fieri ChrisGarcia@carlsbadca.gov 760-602-2773 760-602-4664 Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: Minor revisions still consistent with approved SDP 15-10. WISEMAN+ROHY STRUCTURAL ENGINEERS STRUCTURAL SUPPLEMENTARY - CALCULATIONS FOR Carlsbad Oaks- Building A 9915 Mira Mesa Blvd. TEL. (858) 536-5166 Carlsbad, CA April 18, 2016 W+R Job #15-014 ESSIO CD 4341 EXP. 12-31.17 i-n OF Wi Suite 200 WRENGINEERS.COM San feg"oAllb 6I FAX. (858) 536-5163 CE5 1 T %ri I H 411. :Z,5i Oil .1 1L i.2-Oc.o1( 1+ --H-"- -- H WISEMAN+IROHY STRUCTURAL ENGINEERS BY 415 DATE 1/i R/ PROJECT _OMFcS SHEET NO. I OF t - - JOB NO. /c—oH l_ ________ •1 ¶MKI BY &it NTE PRWECT — —7A 3 Company : Wiseman + Rohy Structural Engineers Apr 18,M 2016 Designer : MS 11:53A OIIIRISAs. Job Number : 15-014 Checked By Model Name : Typ Stair Stringer Wood Section Sets Label Shape Type Design List Material Design Rules A 0n21 1(90,270) [...l (0,180)11.. 1 1 I NDSI 2X8 J Beam I Rectangular I DF Larch I Typical I 10.875 I 2.039 I 47.635 Wood Material Properties Label Type Database Species Grade Cm Emod Nu Ther... Densik... 1 OF Larch I Solid Sawn VisuallyGraded Douglas Fir-Larch I No.1 I I 1 I .3 I .3 .035 Design Size and Code Check Parameters Label Max Depthlinl Min Deith[in1 Max Widthfin] Mm Width[in] Max Bending Chk Max Shear Chk I I I Typical Joint Coordinates and Temperatures Joint Boundary Conditions l2:. .N2 I Reaction 'Ri~ction I 1. Member Primary Data Label I Joint J Joint Rotate(deg) Section/Shape Type Design List Material Design Rules I I Ml NI I N2 I NDSI I Beam I Rectangular I DF Larch I Typical Wood Design Parameters Label Shape Lengt... Le-out[ft] Le-in[it] le-bend toplfU le-bend bot[ft] K-out K-in CV Cr Out s... In sway I I I Ml I NDSI 113.0381 0 I 1 Lb out I Yes Joint Loads and Enforced Displacements Joint Label L.D,M Direction Magnitudel(Ib,k-ft), (in,rad), (Ib*s 2lft, lb*... No Data to Print ... Member Point Loads Member Label Direction Magnitude[lb.k-ft] LocationFft,%1 No Data to Print ... RISA-2D Version 15.0.0 [\...\...\...\...\...\.......\Typ Stair Stringer.1-2d] Page 1 111RIZI Company : Wiseman + R1, StructuralEngineers Apr 18, 2016 Designer : MS 11:53 AM Job Number : 15-014 Checked Model Name : Typ Stair Stringer Member Distributed Loads (BLC 1: Dead Load) Member Distributed Loads (BL C 5: Live Load) Member Label Direction Start Magnit.. End Maqnitud1lbfftF1 Start Location[ft,%1 End Location[ft,%1 I I I Ml I Y 1 -67 I -67 1 0 I 0 Basic Load Cases RI ( fl,.,ir+i,,n ('itnnru V (r,ih, V rrnwihy Anint Pnint flitrihiit1 1 I Dead Load DL I 2 Roof Lmve RLL 7177 3 Wind Load WL 4 . Seismic, . EL .., . .. 5 Live Load LL Load Combinations Descriotion Solve P... SRSS BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... ___ Joint Reactions Joint Label X Pb] ZJL_ -LC 1 1 NI 0 . 82.424 0 2 1 N2 .:0;. .424.:: . 0 3 1 Totals: 0 164.848 4 1 :. X:5.5 _5 ...... 5 2 N 1 0 c436.787 6 2 N2 . 0 43&Thf 0 7 2 Totals: 0 873.573 X:5.5 9 3 Ni 0 519.21 0 10 3 42 . 0 . 519.21 0 11 3 Totals: 0 1038.421 2 3 -- _QOG_(ft) - ..X:5.5 7i5.5 Joint Deflections LC Joint Label X Rn1 Y n] Rotation [tad] 1 1 NI I 0 0 -1.752e-3 2 1 N2 1 0 0 1 1.7 52e-3 RISA-2D Version 15.0.0 [\...\...\...\...\...\...\...\Typ Stair Stringer.r2d] Page 2 4 5 II Company : Wiseman + Rohy Structural Engineers Apr 18, 2016 Designer : MS 11:53AM Q IRIS Job Number : 15-014 Checked By._ Model Name : TypStair Stringer Joint Deflections (Continued) I ( lfl;n I kI V 3 2 Ni 0 0 0 I 9283e-3 5 . 3 NI 0 0 .-9.283e-3 -I.I03e-2 6 3 N2-: 777Z77777 0 ii 1103e-2 --LC Member Label. Sec AdaiJ Sheartib] Moment[k-01,_ Ml - I. 1 44.251 - 69.538 0 . 1 2 _22i26F 34769 3 3 0 0 -.227 -22.126 -34.769 5 _______________ 5 -44.251 -69.538 0 6 2 Ml 1 234.5 :77777777 -: 0 7 2 117.25 184.25 -.901 9 4 -117.25 -184.25 -.901 234.5_...J..:368.5 119 3 Mi 1 278.751 ' 438.038 0 12 2 139.37 219.019 .071 131 3 0 0 -1.428 14 4 -139.376 - -210.019:..-i 071 JL - -278.751 -438.038 6— Member Section Deflections LU Member Label Sec x n1 y (in] (n) LIy Ratio Mi I 1 0 0 --- - NC 2 0 -.061 2563.818 - ._......._L_3 0 .. 1826J2__.. 4. . 4 0 -.061 .2563.818 5 5 0 0 NC 7 2 0 -.323 483.805 11 3 M.I. 1 0 0 NC 2 0________- 4 407.002 77 0 289.989 4 0 _-.384._ 407.002. I 0 0 ... . ..NC Member Wood Code Checks I ( Mmhr Rhmna I ir. Mw I rr.rf41 cm I n,.rffl 'rin +'rfr,,;1 hI[,,,fl 00 i-i flo -11 .167 1 1.242 1 I a 2 5'.P9_jT38_.846 LLi1 NFI 1___2X8_____I_.795 2X816.655L336I13.038876 I6.55....282113.038_.876 _.81 ,1.38t8 ___ Eff _0 _i1.5561 C) RISA-21D Version 15.0.0 [\...\...\...\......\...\...\Typ Stair Stringer.r2d] Page 3 t—o1e4 t.• .qr Lfl(A _ H A c1 . I 459 - psi T PV I t -- f" rv c I-og I • . -.------t--•--------.-.--.---.- / % - b Llnop 'tz i9q ( )_f :"- •