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Home My WebLink About2501 EL CAMINO REAL; ; PCR14139; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-06-2014 Plan Che~k Revision Permit No:PCR14139 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 2501 EL CAMINO REAL CBAD PCR Lot#: 0 1563020800 $0.00 ConstrLJction Type: N!=W BULlENTIN #8: REVISIONS TO SHELL RE: CB132181 owner: ·CMF PCRL LC Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 07/29/2014 JMA 11/06/2014 11/06/2014 SHAY EVEN STE 1 3156 LIONSHEAD AVE CARLSBAD CA 92010-4703 760-692-4019 C/0-WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $1,165.00 Inspector: $~70.00 $~95.00 $0.00 Total Payments To Date: ·. $1, 165.0d Balance Due: FINAL APPROVAL bate: ------Clearance: - $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fee~/exactions." You have 90 days from the dale 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 arid 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 s.ervice fees in-connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. ~ . (_ C1cyof Carlsbad PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. fC~ l'-f-(37 Project Address 2501 El Camino Real Original Plan Check No. CB 13-2181 Date July 29, 2014 Contact Shay Even Ph 760-692-4019 Fax 760-692-4105 Email seven@hofmanplanning.com Contact Address 3156 Lionshead Avenue, Suite 1 City Carlsbad Zip 92010 General Scope of Work Revision to Shell Plans for Regal Cinema Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: IZ] Plans [ZI Calculations D Soils D Energy D Other 2. 3. 4. Describe revisions in detail List page(s) where List revised sheets each revision is that replace shown existinq sheets 1. Revised upper level, south retail to prepare for multiple food tenants. Added demising walls, rear exit/service corridor and updated tenant services (including 2 grease interceptors to be documents on civil drawings in parking lot). 2. Revised temporary exit ramp from Regal Auditorium #1 to permanent solution which will remain during Phase 2 construction. (See Bulletin #8 letter describing changes to each sheet.) 5. Does this revision, in any way, alter the exterior of the project? D Yes [ZI No 6. Does this revision add ANY new floor area(s}? D Yes [ZI No 7. Does this revision affect any fire related issues? ! ./.!Yes D No 8. Is this a comple £S'Signature_+------'l~"""---='~-P--¾--.-,,;:_~'--4./-____,.._,;c___~;:---------------- J 635 Faraday Avenue, Ph: 760-602-27 J 9 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil Corporation In <Partners nip witn <}overnment for (JJuiCaing Safety DATE: OCT.06,2014 CJ APPLICANT CJ JURIS. JURISDICTION: CARLSBAD CJ PLAN REVIEWER CJ FILE PLAN CHECK NO.: 13-2181 (REV. #4) -NEW PCR #14-139 _ SET: IV PROJECT ADDRESS: 2501 EL CAMINO REAL I , PROJECT NAME: 3 STORY MALL APP & REMODEL) D The plans transmitted herewith have been corrected Where neQessary and substantially comply with the jurisdiction's building codes. · ~ The plans transmitted herewith will substantially qomply with the jurisdiction's building~ 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 arid resubmitted for a-complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. o· 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: Michael Sheller 2049 Century Park East 41 st floor, Century City, CA 90067 ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D l=~Gil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mike Telephone#: 310-575-5909 Date contacted: (by: ) Email: msheller@westfield.com Fax #: Mail Telephone Fax In Person ~ Remarks: On Sheet A 10.1, add 90-minutes for Note "B" & 60-minutes for Note "C", which was left out on this revision. Also ink-in the black circle for the Panic Hardware for doors #242 & 243 on the door schedule. CBC, Section 1022, 1008.1.10 & 1002. [The plans have been. marked for your reference]. *[Miscellaneous revisions to architectural, mechanical & structural plans. Selected sheets are impacted and resubmitted under this plan revision due to-owner changes & future T.I.]. By: ALI SADRE, S.E. ~sGil Corporation D GA D EJ D PC 9/30 Comments: Approved plans have been included. 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ,_, EsGil Corporation In /J!artnersliip witli (iovemment for <Bui(rfing Safety DATE: SEPT.08,2014 ~pPLICANT ),"JURIS. JURISDICTION: CARLSBAD D PLAN REVIEWER D FILE PLAN CHECK NO.: 13-2181 (REV. #4) -NEW PCR #14-139 _ SET: III PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: 3 STORY MALL ADD & REMODEL) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. 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 Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. !:8J The applicant's copy of the check list has been sent to: Michael Sheller 2049 Century Park East 41 st floor, Century City, CA 90067 D 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: Mike Telephone#: 310-575-5909 £ate contacted4{tJ (b~) Email: msheller@westfield.com Fax #: vMail Telephone Fax In Person ~ Corrections: On Sht. A 10.1, note doors #242 & 243 are 90-min. rated with fanic .!:!,ardware. The schedule still shows 60-min. rated doors & no Panic Hardware. CBC, Sec. 1022, 1008.1.10 & 1002. Please submit (4) revised·, stamped & signed sets of plans to the City for review & approval. {1.5-hrs. additional plan check fee has been charged for resubmitting the plans for the 3rd time without properly addressing the corrections 1. *[Miscellaneous revisions to architectural, mechanical & structural plans. Selected sheets are impacted and resubmitted under this plan revision due to owner changes & future T.I.]. By: ALI SADRE, S.E. EsGil Corporation D GA D EJ D PC Comments: Approved pf ans have been included. 9/5 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 .... , . [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD (REV. #4) -NEW PCR #14-139 PLAN CHECK NO.: 13-2181 PREPARED BY: ALI SADRE, S.E. DATE: SEPT.08,2014 BUILDING ADDRESS: 2501 EL CAMINO REAL BUILDING OCCUPANCY: M/ A2/B BUILDING PORTION Additional P/C fees due to 3rd submittal · without addressing the corrections Air Conditioning Fire Sprinklers · TOTAL VALUE Jurisdiction Code cb Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive Fee L •I Repeats *· Based on hourly rate Comments: [j AREA Valuation ( Sq. Ft.) Multiplier By Ordinance Complete Review D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: 11-B/SPR. Reg. VALUE Mod. D Structural Only 1-----1.---15 I Hrs. @ • $116.00_ ($) $217.50! $174.001 EsGil Corporation In <Partnersliip witli government for <Bui(aing Safety DATE: AUG.26,2014 JURISDICTION: CARLSBAD D APPLICANT ~RIS. D PLAN REVIEWER D FILE PLAN CHECK NO.: 13-2181 (REV. #4) -NEW PCR #14-139 _ SET: II PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: 3 STORY MALL ADD & REMODEL) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified b_elow 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 Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW D 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: Michael Sheller 2049 Century Park East 41 st floor, Century City, CA 90067 D 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: Mike Telephone#: 310-575-5909 /_Date contacted: ~ail: msheller@westfield.com Fax #: ~ail Telephone Fax In Person ~ REMARKS: Please see attached for remaining items from previous list. *[Miscellaneous revisions to architectural, mechanical & structural plans. Selected sheets are impacted and resubmitted under this plan revision due to owner changes & future T.I.]. By: ALI SADRE, S.E. EsGil Corporation D GA D EJ D PC Comments: Approved plans have been included. 8/21 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 • . ' 'ii • GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD (REV. #4) -NEW PCR #14-139 PROJECT ADDRESS: 2501 EL CAMINO REAL DATE PLAN RECEIVED BY ESGIL CORPORATION: 8/21 REVIEWED BY: ALI SADRE, S.E. FOREWORD (PLEASE REAO): PLAN CHECK NO.: 13-2181 DATE REVIEW COMPLETED: AUG. 26, 2014 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans _does not permit the violation of any state, county or city law. • Please submit (4) revised, stamped & signed sets of plans to the Building Depart. 1. On Sht. A10.1, note 1-½ hr. rated doors with Panic Hardware for doors #242 & 243. CBC, Section 1022, 1008.1.10 & 1002. 2. Exit passageway (E.P.) enclosures shall have walls, floors & ceilings of not less than 1-hr. rating, but not less than that required for any connecting exit enclosures. Sec. 1023.3. Clearly show 2-hr. rated E.P. with 2-hr. rated walls. floors & ceilings connecting 2-hr. rated stair shafts to the outside. Section plans seem to imply that only walls are 2-hr. rated. Revise the section plans thru the E.P., as well as details on Sht. A 10.6 & the extent of the 2-hr. rated ceiling on A5.4 (cross-hatched area), to show 2-hr. rated floors & ceilings with ICC, or equal, approval #'s. [Observe that the relocated E.P. is under the basketball ct.]. • To facilitate rechecking, please identify, next to each item, where the changes have been made on plans. The jurisdiction has contracted with EsGil Corp. located at 9320 Chesapeake Dr., Suite 208, S.D., CA 92123;.Tel: 858/560-1468, to perform the plan review for your project. If you have any questions regarding these items, please contact ALI SADRE, S.E. at EsGil Corp. Thank you. .,1 . j DATE: AUG.07,2014 JURISDICTION: CARLSBAD EsGil Corporation In (}!artners/i.ip wit/i. qo11ernment for (}Jui{aing Safety D APPLICANT rJURIS. l:J PLAN REVIEWER D FILE PLAN CHECK NO.: 13-2181 (REV. #4) -NEW PCR #14-139 _ SET: I PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: 3 STORY MALL ADD & REMODEL) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 12s] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [8J The applicant's copy of the check list has been sent to: Michael Sheller 2049 Century Park East 41 st floor, Century City, CA 90067 [8J 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: Mike Telephone#: 310-575-5909 ;~ate contacted:@:/ tJ (by:~Email: msheller@westfield.com Fax #: ~ Mail Telephone Fax In Person [8J Architectural Correction: On Sht. A10.1, note 1-½ hr. rated doors with Panic Hardware for doors #242 & 243. CBC, Sec. 1022, 1008.1.10 & 1002. Please see attached for the mechanical correction. *[Miscellaneous revisions to architectural, mechanical & structural plans. Selected sheets are impacted and resubmitted under this plan revision due to owner changes & future T.I.]. *[ By: ALI SADRE, S.E. Comments: Approved plans have been included. EsGil Corporation 0 GA igj EJ D PC 7 /29 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 If • ) GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD (REV. #4) -NEW PCR #14-139 PROJECT ADDRESS: 2501 EL CAMINO REAL DATE PLAN RECEIVED BY ESGIL CORPORATION: 729 REVIEWED BY: ALI SADRE, S.E. FOREWORD (PLEASE READ): PLAN CHECK NO.: 13-2181 DATE REVIEW COMPLETED: AUG. 07, 2014 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to 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 a·nd Fire Departments until review by EsGil Corporation is complete. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No r: ) l PLUMBING/ MECHANICAL CORRECTION PLAN REVIEWER: Eric Jensen MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 1. This revision involves an architectural feature identified as an "exit passageway". Compliance with the following CBC requirements must be demonstrated: • CBC 1023.6: Penetrations into and openings through ..... are prohibited .... The submitted design has both ductwork and (condensate) piping shown. o Note: CBC 1023.3 requires a 2-hour ceiling in the exit passageway. This is not evident in the architectural plans and may resolve the preceding comment. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ' 1 [DO NOT PAY -THIS IS NOT AN INVOICE} VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD (REV. #4) -NEW PCR #14-139 PREPARED BY: ALI SADRE, S.E. PLAN CHECK NO.: 13-2181 DATE: AUG.07,2014 BUILDING ADDRESS: 2501 EL CAMINO REAL BUILDING OCCUPANCY: M/ A2/B TYPE OF CONSTRUCTION: 11-B/SPR. BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Misc. Revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jwisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance $a10.001 Type of Review: D Complete Review D Structural Only D Repetitive Fee C..,l Repeats D Other 0 Hourly EsGil Fee 61 Hrs.@* =====$=11=6=.0=0 $696.001 * Based on hourly rate Comments: Sheet 1 of 1 ~ « .. ,.J) ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANS MITT AL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08/07 /14 PROJECT NAME: Westfield_tenant improvement REVISION PROJECT ID: CB 13-2181 PLAN CHECK NO: PCR 14-139 SET#: I ADDRESS: Z501 El Camino Real A:PN: 156-302-08 VALUATION: APPLICANT CONTACT:seven@hofmanplanning.com - Tlis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes NoX ~ For status from a division not marked below, please call 760-602-2719 D This plan check review is N<rCOMPLET.B Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. . .. • lriAN·o--o.ivei.o~f>;.ivi eNr-:iriG: : .. ;_~r ,,~lf.i!f;'(~ '. !;·:r ::.\ fr ~hf :,fdt ·1 :p . ' . ... . ,,, ~ ;-,:~it~)·~~>~ _:II ____ .... 760-602-2750 ·~ ' ---··· ..•. •. .. ... ,_. ,..., .. ----,,,,. ~-· . ~ ., .......... ., ....... .. . .. -. ' . •, ., .. -... i' ·-... ... ··-········--·---.. ... ... ·, ' . Chris Se;,,:ton l{athleen Lawrence Greg Ryan l ,. 760-602-4-624 760-602-27 41 ,, 760-602-4663 I ' :, Ci1ris.Sextonifca1 lsbadca.gov ' Kathleen.Lawrence@carlsbadca.gov ! Gregory.Ryan@carlsbadca.gov ;, ! ; .. . ,, Gina Ruiz [Z] linda Ontiveros i Cindy \/Vong r !. i 760-602-4675 760 -602-2773 f 760-602-4662 I l 1 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros ®earls bad ca.gov ! Cy11thia.Wong@car!sbadc;,.ge,v i : I, ' ·D Dale Willis i Dominic Fieri r : -760-602-2784 .. 760-602-4664 I Dale.Willis@carlsbadca.gov Dominic.Fieri@carlsbadca.gov !. ¥ ---·----.------·-·-----. ,..-·---,---,_ --· --· --' ~ ,,.,. .. -· ----,, Remarks: «~~ ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.1mv DATE: 07/29/2014 PROJECT NAME: Westfield Carlsbad PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: PCR14139 SET#: 1 ADDRESS: 2501 El Camino Real APN: 156-302-08 [gl This plan check review is complete and has been APPROVED by the Planning Division. By: Jason Goff ex f);i_. Plan Check APPROVAL has been sent to: seven@hofmanplanning.com A Final Inspection by the Planning ·Division is required ~ Yes D 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. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. 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 760-692-4665 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton~carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Grego!'.)'..Ryan@carlsbadca.gov o. Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 i.60-602-2773 760-602-4662 Gin".Ryiz@~arlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia. Wong@carlsbadca,gov D Jason Goff D D Dominic Fieri 760-602-4643 760-602-4664 ia~Qn.goff@carlsbadca.gov Dominic.Fieri@carlsbadca.gov . ~ «-~ ~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL BUILD.ING DE . 0 corfmQPt;'{ Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08.20.2014 PROJECT NAME: WESTFIELD SHELL REVISIONS PROJECT ID: PCR14139 PLAN CHECK NO: 8 SET#: 1 ADDRESS: 2501 EL CAMINO REAL APN: ['8J This plan check review is complete and has been APPROVED by the FIRE Division. By: G. RYAN A Final Inspection by the FIRE Division is required IX! Yes D No D 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: 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. For questions or clarifications on the attached checklist please contact th~ following reviewer as marked: .,, 'Iii >t' "' { ' ',»''" ' < >, V i~/,:iv._:• ~',o,;,t''" ~.: :/~ 'vi,',/":_-, :l<t, \:, '-, ~, "'~v'','t,_1-;!f:_:\•',('.:,,;,~J<~\'.\:" : .. . 'PLANNING · .. : «: ·,_ijNGINE:EIUNG\ .. ;· :::::· ' · Fl'li:E-P.EV.EN'.tlt>lt.:: :_:_~}: ,' .. < :,: ,, ,:: ·::::·:t~nt~j~f: . ·\. ~ ... ·: : ; > •• '.'.'' ' '.'.· : , • i_~~~~.~~7~0:' · .. : ·:;:·:-; .::-. ~i: i': .. ,,. ,,; ::'./;}i)~~Q~.9~~~~~;:J?:z:::_,·;_\· D Chris Sexton D Kathleen Lawrence l2s:I Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov 0 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D CindyWong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dom inic.Fieri@carlsbadca.gov . . IJ . Carlsbad Fire Department Plan Review Date of Report: Name: Address: Permit#: Job Name: Job Address: Requirements Category: PCR , 08-20-2014 SHAY EVEN 3156 LIONSHEAD AVE STE 1 CARLSBAD CA 92010-4703 PCR14139 BULLENTIN #8: REVISIONS TC) 2501 EL CAMINO REAL CBAD Please review carefully all comments attached Conditions: CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED: Reviewed by: ~ ~tll( T_HIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 08/20/2014 By: GR Action: AP > BLDG~ DEPT COPY Page 1 of2 RECOMMENDATION FOR APPROVAL Daryl K. James & Associates, Inc. 205 Colina Terrace Checked by: Darvl Kit James Date: 8/8/2014 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Shay Even PROJECT NAME: Retail Expansion PROJECT DESCRIPTION: PC141-139 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 ECR 1. Revised upper level, south retail to prepare for multiple food tenants. Added demising walls, rear exit/service corridor and updated tenant spaces (including grease interceptors to be documented on civil drawings in parking lot). 2. /revised temporary exit ramp from Regal Auditorium #1 to permanent solutio~ which will remain during Phase 2 construction. 3. Bulletin #8 letter describing changes to each sheet inclµded. . . Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates.· Provide a written response following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. · . . Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net COMMENTS MUST BE SUBMITTED 'ioo.ime:rl!'i(:to THE FOLLOWING ADDRESS: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PhrEAS'Eto:tfN'Oi:,REQi:Jft(E:-:MYiSJG'.·:AtilRE}ro\Ao.oeR'.ft;[lEi!i>JER~';C)~REi1S·EO!fP'.iliNS ,;iy,.,.=· •• :v,.%~• ,,.,,..,-.~, ..l\',,'!-,,...;;...=-Jil,,.,,,h # <'Hw.'1->~,,,,•i ,,_,,;~ ~i--..", n~---··},.~,.. ~ .... ~ ... * :,.._,, l-'1-~" ... .......,;;,..,_,-w~-''I',,, ~-~-,~·,vm'.v:":~h::,,.-:i~">'~~.l'l."'m<.l\-... •,~,~·~·:..W>M.,,,,,..,,,.,,;,,.--..""-•'•h•v'W;;,-..,;,;,.¼-.,;,;.~-,,. •• ~,~~--t•"'"~'H~Z...!i: COMMENTS ADDITIONAL COMMENTS MAY BE GENERAT~D BASED ON RESPONSES. Bulletin No 8. vA2.1 Denote the location of the Tesla tenant space. vA2.2 . Label West Exit Passageway on Second Level Floor Plan. vA6.3 Provide partial south elevation-detail No. 3 as indicated. VA6.4 Clarify if the spray.applied fireproofing is listed for the actual rating of the passageway. Provide product listings. vA8.4 Clarify if _the spray applied fireproofing is listed for the actual rating of the passageway. Provide product listings. VA10.1 Page 2 of2 ·~ Denote fire labels for doors 240-243 and 250 on Door Schedule. Provide exit door hardware specifications. vFP-3.02 Delete sprinkler valves from this sheet. V rcrz (Lf-r=~ CARLSBAD FIRE DEPARTMENT EXPEDITED PLAN CHECK REQUEST PROJECT NUMBER I, . Your Name am requesting 'Expedited Plan Check Services' and understand I will be levied an additional fee assessea at the rate of $90.00 dollars per hour plus $25.00 dollars a~ministration fee. I understand that my plans shall not be released until all fees are paid. ,.r I, . YourName the applicant, am solely responsible for all fees due should the project be withdrawn or otherwise not completed. And by signing below I acknowledge that my plans shall be forwarded by the City of Carlsbad to an independent contractor/consultant. Your Name I, . acknowledge that.the 'first review' time for all expedited Fire plan reviews will be ten-(:10) business days from date of submittal. These additional day account for acceptance . and delivery of your plans and then the parcel return to our office if recommended for approval. Your Name I,--.------------------the applicant, acknowledges that corrected or revised plans shail be sent directly to the plan checker. at the address specified on the Correction List, at my cost, parcel post or other means. I, Your Name , acknowledge that a turn-around time for re-submittals is five-(S) business. days from the date plans are received at the address specified by the plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with a "Recommendation for Approval" based solely on the adopted Codes and Standards. This Is not an approval, . . Your plans are then forwarded to the Carlsbad Fire Department, and once your plans are.received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code. This additional review is subject to an additional review period of seven--(7) 'Government Business' days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not-perform 'Over-the-counter' plan review services. Plans submitted to the Carlsbad Fire Department for review by CFO staff shall be checked on a 'first came, first served' basis and could-take 10 days or more fo ·rst' review. NO .·' ! Copy to Building and Fire Prevent! Revised 06/13/2011 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST t. (760) 724-7001 Email: kitfire@sbcglobal.net Pa~e 1 of2 BLDG. DEPT COP V: Checked by: Daryl Kit James Date: 8/1/2014 APPLICANT: Shay Even PROJECT NAME: Retail Expansion PROJECT DESCRIPTION: PC141-139 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 ECR PC<2..14...-roq 1. Revised upper level, south retail to prepare for multiple food tenants. Added demising walls, rear exit/service corridor and updated tenant spaces (including grease interceptors to be documented on civil drawings in parking lot). 2. /revised temporary exit ramp from Regal Auditorium #1 to permanent solution which will remain during Phase 2 construction. 3. Bulletin #8 letter describing changes to each sheet ,included. RESlfBimli'fJNsflffle:rioNSIFllR~EYP.EDl·IED~\RE<lBEGKf·SERVIBES Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. Provide a written response following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net COMMENTS MUST BE SUBMITTED DIRECWE~ THE FOLLOWING ADDRESS: DARYL K. JAMES & ASSOCIATES, INC. 2'05 COLINA TERRACE VISTA, CA 92084 FilJEA'Se:,ot[NOT'REQUIRE; MV .. ·SiGNAlllJRE~To,:Xec;eptr:1ae.r:1v·eRY:?e~F]IevisetJ'.fp(;iiRis '\\<"" ,''-<',A:'," A' .-:, •• vvw', .. -.. h,A, "" • , .. r,,,, A 'n'l,,, .. ,·.~ ~· ,, •• ~-, < ,-,..,,..., ,w .·,. .,.$w,,,.., • .....,,, •~--·, i,~. A,,~...,_-::•""'-<"• v'W.-.,.,_,,,~,._-:..,·.-~-.~,,:,,,,'--:;iri~...-...,s.;1<d,,•.(-.,_._,A .;,.,J,.;','Sv,-:; r-.,,,y.,,, nV,-~W.,lh<. COMMENTS ADDITIONAL COMMENTS MAY BE GENERATED BASED ON RESPONSES. Bulletin No 8. A2.1 . Denote the location of the Tesla tenant space. A2.2 Label West Exit Passageway on Second Level Floor Plan. A6.3 Provide partial south elevation-detail No. 3 as indicated. A6.4 Clarify if the spray applied fireproofing is listed for the actual rating of the passageway. Provide product listings. AB.4 Clarify if the spray applied fireproofing is listed for the actual rating of the passageway. Provide product listings. A10.1 ... · Page 2 of2 Denote fire labels for doors 240-243 and 250 on Door Schedule. Provide exit door hardware specifications. FP-3.02 Delete sprinkler valves from this sheet. RECEIVED JUL 2 9 2014 CITY OF CARLSBAD BUILDING DIVISION ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Exit Corridor West of Auditorium 1 Retail Expansion Westfield Carlsbad 2525 El Camino Real # 100 Carlsbad, California 92008 Architect JPRA Architects 39300 West Twelve Mile Road, Suite 180 Farmington Hills, MI 48331 Tel: (248) 737-0180 13903-W 9420 Telstar Avenue, Suite 1l 8, El Monte, California 91731 Tel: (626) 448-8182 Fax: (626) 448-8092 Email: anfl688@pacbellnet~ \ • I~ C&t~-2-1 , Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 al En ·E ..,--.=mail:;:;.:: •=nfl~;,;;;;;acb .. ell._,net Consulting Structur gineers - 9420 Telstar A,enue, Suite 118, El Monte, CA 91731 Joe No./ 31° 2-~ BY PY DATE---- SH. / OF- ./ PL:::. f ?( 1 ;;:t,1_3 P~/'1, 0 { D tl X i '1-'L -I l>~ )( , .. ~ /77-f~ +-1 1 -:::-11:/l, f L-f- LL .,, 1t,o(Go.b<f)(i..1ll-)/7 ,<. 2-/ ?> -4 P L ~ f~x1, ~?> +Z-£>!5-'2.b'b ::::--~4/ ::tt- LL== 1s/ 4r Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Cons\l)ting Structural Engineers E-mail: anf1688 acbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Joe No. f S<:jO~-IJ BY PY DATE---~ SH.--OF'- t,u,f [)L-=?4Jf-~:Xl77 \ = t/o?> fl-f lL -::: 4 s-((PL-F lv2,, f O L,;: 34-1 Plf- HIM 12-.4 K ll ~ 4sl fl T- f, = (!1)(1)(10) ==-g-~o Jt:- f .,__""I(. r.,'1){tJo) { r;) = ~70 + f._,, :;cffa){s) =Ibo Jf tl ll!--k-w' ,uf·'t( 5S-t,J( ~L kruo c..iat-1€,G,L <'f I '-f, '7151:,-7li*fS 4-~ ~ <ft:'n..-lmhvjt•'> ~ ... , ~ ANF Tel: (626) 448-8182 & ASSOCIATES Fax: (626) 448-8092 JOB No. , ~ 1 (j ~ • Consulting Structural Engineers E-mail: anfl688 acbell.net BY---- DATE---- 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 SH. ~ OF- RJM 1-. . • Consulting Struc;tural Engineers 9420 Telstar Avenue, Suite 118 El Monte, CA 91731 Tel 626-448-8182 Description : Bm 2 CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination ASCE 7-10 Unbr~ced Lengths First Brace starts at ft from Left-Most support Regular spacing of lateral supports on length of beam = 10.0 ft D(0.34l U0.45l ... .•.:·_ .. Applied Loads Beam self weiQht calculated and added to loads Load for Span Number 1 .,.- Uniform Load : D = 0.340, L = OA50 k/ft, Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load: D-= 0.40, L = 0,450 k/ft, Tributary Width= 1.0 ft Point Load : D = 0.40 k (@, 5.50 ft Point Load : D = 0.80 k (@, 20.0 ft Point Load: D = 0.20 k (@, 13.0 ft DESIGN SUMMARY 1·1vJti'-'l lU10. En$ineer: PrQJect Descr: Fy : Steel Yield : E: Modulus: Project ID: { ~ '7 ~ -I ?tfr Lf Printed: 24 JUL 2014, 3:58Pt,r 50.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Design OK Maximum Bending Stress Ratio = 0.604: 1 l4aximum shear· sfress -RaIT6 = 0.125: 1 W24x55 20.953 k 167.461 k +D+L +H, LL Comb Run {LL) 36.500 ft Span# 1 Section used for this span W24x55 Ma : Applied 201.829 k-ft Mn/ Omega: Allowable 334.331 k-ft Load Combination +D+L +H, LL Comb Run (LL) Location of maximum on span 36.500ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.000 in 0.000 in 1.004 in -0.075 in Maximum F9rces & ~tresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Mmax + -tO+H Dsgn. L = 9.83ft 1 0.065 0.025 21.68 Dsgn. L = 10.11'ft 1 0.071 0.022 21.76 Dsgn. L= 9.83ft 1 0.154 0.045 4.17 Dsgn. L= 6.74 ft 1 0.334 0.063 -0.00 Dsgn. L= 3.38ft 2 0.334 0.063 -0.00 Dsgn. L = 10.00 ft 2 0.307 0.054 -0.00 Dsgn. L = 6.62ft 2 0.050 0.023 -tD+L+H, LL Comb Run (•L) Dsgn. L= 9.83ft 1 0.011 0.013 3.58 Dsgn.L= 10.11ft 1 0.135 0.037 -0.00 Dsgn. L= 9.83ft 1 0.374 0.060 -0.00 Dsgn. L = 6.74 ft 1 0.604 0.116 -0.00 Dsgn. L= 3.38 ft 2 0.604 0.116 -0.00 Dsgn. L = 10.00 ft 2 0.550 0.098 -0.00 Ratio= Ratio= Ratio= Ratio= Mmax. 4.17 -51.56 -111.83 -111.83 -78.89 -15.25 -2.55 -44.99 -124.95 -201.83 -201.83 -141.00 Section used for this span Va: Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span# where maximum occurs 0<360 0 <360 478 5802 . ·----· -· Summary of Moment Values Ma-Max Mnx Mm</Omega Cb Rm 21.68 558.33 334.33 1.36 1.00 21.76 511.45 306.26 1.20 1.00 51.56 558.33 334.33 2.03 1.00 111.83 558.33 334.33 1.30 1.00 111.83 558.33 334.33 1.00 1.00 78.89 428.51 256.59 1.00 1.00 15.25 511.94 306.55 1.00 1.00 3.58 528.42 316.42 1.22 1.00 44.99 558.33 334.33 1.83 1.00 124.95 558.33 334.33 1.41 1.00 201.83 558.33 334.33 1.19 1.00 201.83 558.33 334.33 1.00 1.00 141.00 428.51 256.59 1.00 1.00 . -----·····-·········--· -- Summary of Shear Values Va Max Vnx Vnx/Omega 4.15 279.66 167.46 3.73 279.66 167.46 7.61 279.66 167.46 10.50 279.66 167.46 10.50 279.66 167.46 8.96 279.66 167.46 3.81 279.66 167.46 2.20 279.66 167.46 6.20 279.66 167.46 10.08 279.66 167.46 19.50 279.66 167.46 19.50 279.66 167.46 16.44 279.66 167.46 Consulting Structural Engineers 9420 Telstar Avenue, Suite 118 El Monte, CA 91731 Tel 626-448-8182 I Steel Beam I, 111' Description : Bm 2 Load Combination Segment Length Span# Dsgn. L = 6.62 ft 2 +D+L-+H, LL Comb Run (L ') Dsgn.L = 9.83 ft 1 Dsgn.L= 10.11 ft 1 Dsgn. L = 9.83 ft 1 Dsgn. L = 6.74 ft 1 Dsgn. L = 3.38 ft 2 Osgn. L = 10.00 ft 2 Dsgn. L = 6.62 ft 2 +D+L-+H, LL Comb Run (LL) Dsgn. L = 9.83 ft 1 Dsgn. L = 10.11 ft 1 Dsgn. L = 9.83 ft 1 Dsgn. L = 6.74 ft 1 Osgn . .L = 3.38 ft 2 Dsgn. L = 10.00 ft 2 Dsgn. L = 6.62 ft 2 Max Stress Ratios M V 0.082 0.041 0.241 0.074 0.349 0.027 0.235 0.076 0.334 0.110 0.334 0.063 0.307 0.054 0.050 0.023 0.169 0.059 0.209 0.042 0.239 0.091 0.604 0.125 0.604 0.116 0.550 0.098 0.082 0.041 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max.•.• Deft D Only 1 0.0311 DOnly 2 1.0041 .Vertical Reactions • Unfactored Load Combination Support 1 Support2 Overall MAXimum 12.360 40.456 Overall MINimum 1.682 20.778 +D+L-+H, LL Comb Run ('L) 1.682 32.244 +O+L-+H, LL Comb Run (L') 12.360 28.991 +O+L-+H, LL Comb Run (LL) 9.894 40.456 DOnly 4.148 20.778 I IVj\,,'vl, 11\tl.l. En~ineer: Proiect Descr: Project ID: 1 ~, t:>?, .. Li ii\~ t:f Printed: 24 JUL 2014, 3:58PM Summary of Moment Values Summary of Shear Values Mmax+ Mmax-Mc1-Max Mnx Mmc/Omega Cb Rm Va Max Vnx Vnx/Omega -25.10 25.10 511.94 306.55 1.00 1.00 6.79 279.66 167.46 80.65 80.65 558.33 334.33 1.49 1.00 12.36 279.66 167.46 90.38 78.47 90.38 432.24 258.83 1.02 1.00 4.49 279.66 167.46 78.47 -6.44 78.47 558.33 334.33 1.50 1.00 12.79 279.66 167.46 -0.00 -111.83 111.83 558.33 334.33 1.68 1.00 18.49 279.66 167.46 -0.00 -111.83 111.83 558.33 334.33 1.00 1.00 10.50 279.66 167.46 -0.00 -78.89 78.89 428.51 256.59 1.00 1.00 8.96 279.66 167.46 -15.25 15.25 511.94 306.55 1.00 1.00 3.81 279.66 167.46 56.42 56.42 558.33 334.33 1.41 1.00 9.89 279.66 167.46 57.91 29.31 57.91 463.33 277.44 1.09 1.00 6.95 279.66 167.46 29.31 -79.82 79.82 558.33 334.33 2.38 1.00 15.26 279.66 167.46 -0.00 -201.83 201.83 558.33 334.33 1.35 1.00 20.95 279.66 167.46 -0.00 -201.83 201.83 558.33 334.33 1.00 1.00 19.50 279.66 167.46 -0.00 -141.00 141.00 428.51 256.59 1.00 1.00 16.44 279.66 167.46 -25.10 25.10 511.94 306.55 1.00 1.00 6.79 279.66 167.46 Location in Span Load Combination Max.'+' Def! Location in Span 9.265 OOnly -0.0755 29.481 20.000 0.0000 29.481 Support notation : Far left is #1 Values in KIPS Support 3 • Consulting Structural Engineers 9420 Telstar Avenue, Suite 118 El Monte, CA 91731 Tel 626-448-8182 Steel Beam ,.,,,. Description: Bm 1 (underR1)-DLONLY CODE REFERENCES Calcµlations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination ASCE 7-10 Unbraced Lengths First Brace starts at ft from Left-Most support Regular spacing of'lateral supports on length of beam= 10.0 ft 0(0.268) l(0.213) ... ... Applied Loads Beam self wei11ht calculated and added to loads Load for Span Number 1 ... Uniform Load: D = 0.2680, L = 0.2130 k/ft, Tributary Width= 1.0 ft Lbad for Span Number 2 Uniform Load : D = 0.330, L = 0.2130 kif!, Tributary Width= 1.0 ft Point Load : D = 0.40 k @, 5.50 ft Point Load : D = 0.20 k (@. 13.0 ft Point Load : D = 0.80 k @, 20.0 ft DESIGN SUMMARY • ·-J"'"'"' •••. ..,. En~ineer: ProJect Descr: Project ID: / ~?-~ ,- 5Jl1 ft:> Printed: 24 JUL 2014, 3:43PM File= C:\Users\DANNY-11DOCUME-1\ENERC\-,1\13903.ec6 - . : ENERCALC, INC. 1·983-2014, Build:6.14.1.28,}/er:6.14.1.28' Fy : Steel Yield : E: Modulus: 50.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Design OK Maximum Bending Stress Ratio = ci.420 : 1· Section used for this span W24x55 Ma: Applied 140.429 k~ft Mn/ Omega: Allowable 334.331 k-ft Load Combination +D+L+H, LL Comb Run (LL) -. Maximum Shear Stress ·Ratio = Section used for this span Va: Applied Vn/Omega : Allowable Load Combination 0.081 : 1 W24x55 13.632 k 167.461 k +D+L+H, LL Comb Run (LL) 36.500 ft Span# 1 Location of maximum on span 36.500ft Span# where maximum occurs Span# 1 Maximum Deflection Max Downward L +Lr+S Deflection 0.000 in Ratio= Max Upward L+Lr+S Deflection 0.000 in Ratio= Max Downward Total Deflection C].621 jn ~at;g = Max Upward Total Deflection -. 80 m at - Maximum Forces & Stresses for Load Combinations Load Combination Max·Stress Ratios Segment Length Span# M V Mmax+ Mmax- +D-+H Dsgn. L = 9.83 ft 1 0.048 0.019 16.01 Dsgn.L= 10.11ft 1 0.049 0.019 16.01 -0.07 Dsgn. L = 9.83 ft 1 0.142 o.638 -6.oo -47.37 Dsgn.,L" 6.74 ft 1 0.293 0.054 -0.00 -97.83 Dsgn. L = 3.38 ft 2 0.293 0.054 .o.oo -97.83 Dsgn. L = 10.00 ft 2 0.270 0.047 -0.00 -69.23 Dsgn. L = 6.62 ft 2 0.045 0.020 -13.72 +D-tL+H, LL Comb Run (•L) Dsgn. L = 9.83 ft 1 0.022 0.012 6.50 Dsgn. L = 10.11 ft 1 0.070 0.026 4.54 -23.34 Dsgn. L = 9.83 ft 1 0.246 0.045 -0.00 -82.10 Dsgn. L = 6.74 ft 1 0.420 0.080 -0.00 -140.43 Dsgn. L = 3.38 ft 2 0.420 0.080 -0.00 -140.43 Dsgn. L = 10.00 ft 2 0.384 0.068 -0,00 -98.63 Location of maximum on span Span # where maximum occurs 0<360 ,. 0 <360 (,AJ,ie:-1/ro CP.JM(?f:12.-5W,. 5448 Summary of Moment Values Summary of Shear Values Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 16.01 558.33 334.33 1.33 1.00 3.22 279.66 167.46 16.01 550.63 329.72 1.29 1.00 3.22 279.66 167.46 47.37 558.33 334.33 1.87 1.00 6.40 279.66 167.46 97.83 558.33 334.33 1.28 1.00 9.10 279,66 167.46 97.83 558.33 334,33 1.00 1.00 9.10 279.66 167.46 69.23 428.51 256.59 1.00 1.00 7.80 279.66 167.46 13.72 511.94 306.55 1.00 1.00 3.35 279.66 167.46 6.50 494.66 296.21 1.14 1.00 2.05 279.66 167.46 23.34 558.33 334.33 2.41 1.00 4.39 279.66 167.46 82,10 558.33 334.33 1.49 1.00 7.57 279.66 167.46 140,43 558.33 334.33 1.21 1.00 13.36 279.66 167.46 140.43 558.33 334.33 1.00 1.00 13.36 279.66 167.46 98.63 428.51 256.59 1.00 1.00 11.34 279.66 167.46 , Consulting Structural Engineers 9420 Telstar Avenue, Suite 118 El,Monte, CA 91731 Tel 626-448-8182 Description : Bm 1 (under R1) -DL ONLY -f,•·t' l;~· F· 1 r.: · ~· ,..,,. 1 '°'ll'J l .... -r·· .. ;~ ~--j .. - Load Combination Max Stress Ratios Segment Length Span# M V Mmax+ Mmax- . Dsgn. L = 6.62 ft 2 0.060 0.028 -18.38 +D+L+H, LL Comb Run (L*) Dsgn. L = 9.83 ft 1 0.131 0.042 43.93 Dsgn. L = 10.11 ft 1 0.179 0.021 47.07 35.09 Dsgn. L = 9.83 ft 1 0.105 0.053 35:09 -26.01 Dsgn. L = 6.74 ft 1 0.293 0.074 -0.00 -97.83 Dsgn. L = 3.38 ft 2 0.293 0.054 -0:00 -97.83 Dsgn. L = 10.00 ft 2 0.270 0.047 -0.00 -69.23 Dsgn. L = 6.62 ft 2 0.045 0.020 -13.72 +D+L +H, LL Comb Run (LL) Dsgn. L = 9.83 ft 1 0.097 0.035 32.46 Dsgn. L = 10.11 ft 1 0.113 0.028 32.87 11.83 Dsgn. L = 9.83 ft 1 0.182 0.060 11.83 -60.74 Dsgn. L = 6.74 ft 1 0.420 0.081 -0.00 -140.43 Dsgn. L = 3.38 ft 2 0.420 0.080 -0.00 -140.43 Dsgn. L = 10.00 ft 2 0.384 0.068 -0.00 -98.63 Dsgn. L = 6.62 ft 2 0.060 0.028 -18.38 Overall Maximum Deflections • Unfactored Loads Load Combinc!tion Span Max. '-'Dell Location in Span DOnly 1 0.0121 7.019 DOnly 2 0.9211 20.000 ·;--· ····-· En~ineer: Pro1ect Descr: Summary of Moment Values Project ID: ( -310~ - 71/T I Printed. 24 JUL 2014, 3:43PM File·= C:\Users\DANNY-1\DOCUME~1\ENERCA~1\13903.ec6 . . . ENERcA(c, INC. 1~2014.-Buiid:6.14:-{28;Ver.6.14.1.28" Summary of Shear Values Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 18.38 511.94 306.55 1.00 1.00 4.76 279,66 167.46 43.93 558.33 334.33 1.45 1.00 7.10 279.66 167.46 47.07 438.63 262.65 1.03 1.00 3.58 279.66 167.46 35.09 558.33 334.33 1.92 1.00 8.85 279.66 167.46 97.83 558.33 334.33 1.46 1.00 12.46 279.66 167.46 97.83 558.33 334.33 1.00 1.00 9.10 279.66 167.46 69.23 428.51 256.59 1.00 1.00 7.80 279.66 167.46 13.72 511.94 306.55 1.00 1.00 3.35 279.66 167.46 32.46 558.33 334.33 1.38 1.00 5.94 279.66 167.46 32.87 483.77 289.68 1.14 1.00 4.75 279.66 167.46 60.74 558.33 334.33 2.29 1.00 10.02 279.66 167.46 140.43 558.33 334.33 1.32 1.00 13.63 279.66 167.46 140.43 558.33 334.33 1.00 1.00 13.36 279.66 167 .46 98.63 428.51 256.59 1.00 1.00 11.34 279.66 167.46 18.38 511.94 306.55 1.00 1.00 4.76 279.66 167.46 Load Combination Max.'+' Defl Location in Span DOnly -0.0804 28.638 0.0000 28.638 Vertical R~actions • Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support3 Overall MAXimum Overall MINimum +D+L +H, LL Comb Run (*L) +D+L+H, LL Comb Run (L*) +D+L +H, LL Comb Run (LL) DOnly ANF Tel: (626) 448-8182 & ASSOCIATES Fax: (626) 448-8092 JOBNO. /-?j t,>-I Consulting Structural Engineers E-mail: anf1688 acbell.net BY ___ _ DATE---- 9420 Telstar Avenue, Suite 118, El Moote, CA 91731 SH. a OF'- l.41 .fm.-,1!{_ Lotr(} /r,Jt!,L r 1':, --r E: 'Pl Af I/ tUn:i 11. --r O €,fl lpf! 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( '2_ OF'-- ,, == JPRA ARCHITECTS planning architecture interiors environmental graphics September 25, 2014 REFERENCE: PROJECT NO: Westfield Carlsbad Phase 1 -May Building Repurpose Carlsbad, CA 1739 BULLETIN NO. 8 -REVISION #4 INTENT \ RESPONSE This Bulletin has been issued to modify and/or clarify the Contract Documents, including the drawings and specifications, Unless otherwise instructed, the information contained within this Bulletin shall take precedence ·over the original Contract Documents as well as previous Bulletins and Addenda, and shall be hereinafter a part of the Contract Documents, CONTENTS: Content of Bulletin #8 provides construction Plans, Elevations, Sections and Details of the West exit passageway exiting from the cross aisle of Theater Auditorium No.1 to the North stair tower No.1, the addition too and relocation of the Second floor exit passageways and stair No. 3 exit passageway through the second floor Tenant spaces, The relocation of Tenants demising walls, the revision to the south elevation accounting for the revised tenant egress passageways and the electrical and plumbing changes relative to the aforementioned Tenant revisions. The tenant changes contained in this Bulletin do NOT impact the designed occupancy load or the previous requirements for egress, Tenant lease documents will be issued by Tenant design Professional under separate cover for separate permit. BULLETIN 8-REVISIONS 1: Response to Carlsbad PC14113 (CB132181), prepared by Daryl Kit James, dated 7/12/14 and submitted on 8/5/14 with subsequent approval on 8/8/14. Plan Correction Notice appended at end of this write-up. BULLETIN 8 -REVISIONS 2: Response to Carlsbad PC 13-2181 (REV #4) dated 8/7 /14 prepared by EsGil Corporation. BULLETIN 8 -REVISIONS 3: Response to Carlsbad PC 13-2181 (REV #4) -NEW PCR 14-139 dated 8/26/14 prepared by EsGil Corporation. BULLETIN 8-R_EVISIONS 4: Response to Carlsbad PC 13-2181 (REV #4) -NEW PCR 14-139 dated 9/08/14 prepared by EsGil Corporation. Response to Carlsbad Fire Marshal's on site concern non-rated assemblies being provided at rear tenant corridors. 39300 WestTwelve Mile Road. Suite 180 Farmington Hills Ml 48331 phone 248.737.0180 fax 248.737.9161 www.jpra.com a JPRA ARCHITECTS Westfield Carlsbad Phase 1 -May Building Repurpose JPRA Project #1739 September 25, 2014 Bulletin No. 8 -Revsion 4 ORIGINAL BULLETIN ISSUE DRAWINGS ISSUED: (All dated 7/23/14) ARCHITECTURAL: Dl.1 A2.1 A2.2 A5.4 A5.11 A518 A519 A6.2 A6.3 A6.4 A8.4 AB.38 A9.3 AI0.1 A10.6 STRUCTURAL: S8.0 S8.1 SB.2 FIRE PROTECTION: FP3.02 Revised sheet index New columns located at west exit passageway. Revised plan showing new locations of south tenant demising walls and relocation of exit passageway from Stair No. 3. Revised plan indicating modifications to the west exit passageway. Revised enlarged plan showing revised south tenant demising walls and relocation of exit passageway from Stair No. 3. Revised details 1, 2, 5, 10, 11 indicating material and dimensional changes relative to the 2nd floor west exit passageway exiting from Auditorium No.1 and traveling North to stair No. 1. Added sheet, provides plans, sections and details at 2nd floor exit passageway along column line A.O. Added sheet, provides wall sections and neutral pier details at Tenant demising wall. Revised South elevation incorporating changes relative to the new tenant demising wall and new exit passageway locations. Added partial south elevation-detail No.3 Revised detail No. 1 & 2, Added enlarged plans --detail no. 4& 5, Added section detail no. 6 Revised Section No. 1 for west exit passageway. Revised detail No.1 & 2 for west exit passageway. Revised enlarged plan No. 3 Second level plan -stair no. 3 to new relocated layout. Added doors 240 -243 to door schedule. Revised door No. 250 Added 1 hr. shaft wall detail (UL 415), added type J1 and revised type D. Added sheet with partials foundation and framing plans for the design of the west exit passageway. Added sheet with section/ elevation and details for the design of the west exit passageway. Added sheet with section/ elevation and details for the design of the west exit passageway. Add 3 new fire sprinkler stubs to accommodate the new tenants. Page 2 of 7 1: JPRA ARCHITECTS MECHANICAL: M0.03 M3.02 M3.03 PLUMBING: P0.02 P3.01 P3.02 ELECTRICAL: E0.01 E2.01 E2.02 E4.00 Add new WSHP-1-22 to the schedule. Add 2 new GV-2 and one new GV-3 to the schedule. Westfield Carlsbad Phase 1 -May Building Repurpose JPRA Project#1739 September 25, 2014 Bulletin No. 8 -Revsion 4 Add air ventilation for the new corridors, including two new gravity vents GV-2's and one GV-3, a WSHP-1-22, with associated ductwork, thermostat, and two new CFSD's. Add 2 additional sets of condenser water stubs to accommodate the new tenants. Add two new GV-2's and one new GV-3 gravity vents. Add two new grease interceptors Gl-5 and Gl-6 to the schedule. Update the tenant names in the service column of the schedule. Delete inflow and outflow pipe inverts from the existing Gl-1 located outside on the north side and add the note to refer to civil plans for information on these inverts. Add three new gas meters and gas lines at east side between gridlines 1 and 2 to accommodate the new tenants on the second level. Extend grease stub in Tesla tenant space further south to the demising wall at gridline F and up to the second level. Add three new gas line stubs, two new sanitary line stubs and grease line stubs, and two new water line stubs to accommodate the new tenants. Delete inflow and outflow pipe inverts from the existing Gl-2 located outside on the south side and add the note to refer to civil plans for information on these inverts. Add two new grease interceptors Gl-5 and Gl-6 with associated piping. Extend grease line from demising wall at gridline F towards south and stub for the new tenant at gridline ME. Revised storm drain notation at column A.O & 1. Added 3 new sheets to the electrical drawing index. Relocated transformer T-R2 to adjacent wall Added new switchboard MMDS3 Adding new signal and power conduits for new tenants on 2nd level. Added new pull box for "Wood Ranch" power conduit. Revised signal conduit size and number of power conduits for Retail#2 Revised the power conduits for new tenant "TESLA" per new load. Added 8 new receptacles for new corridors in 2nd level. Added 2 new fire smoke damper per Mechanical drawing. Provided power and disconnect switch for new mechanical unit WSHP1-22 in corridor. Added note #20 E2.03 Relocated 2 mechanical control units to Pump room. Added a 2000Amp section for "TESLA" tenant. Added new switchboard MMDS3 for new tenants. Page 3 of 7 EE JPRA ARCHITECTS E4.02 E4.03 E4.04 E4.05 E5.01 E8.01 E9.03 Provided (2) 4" conduits for new switchboard. Relocated transformer TR-2 to adjacent wall. Revised note#12 Revised Fire Alarm enlarged plan for 2nd level south corridor. Westfield Carlsbad Phase 1 -May Building Repurpose JPRA Project #1739 September 25, 2014 Bulletin No. 8 -Revsion 4 Revised Lighting Calculation enlarged plan for 2nd level south corridor. Added 2 enlarged plans for lighting and signal in 2ND level south corridor. Added new enlarged plan for 2nd level south corridor conduit run. Revised single line diagram base on the new tenant's requirements. Revised switchboards load calculation. Revised panel schedules per new tenant changes. Added new title 24 calculation for new corridors. ADDITIONAL DOCUMENTS: Structural Calculations for Exit Corridor West of Auditorium 1 END OF ORIGINAL BULLETIN NO. 8 BULLETIN NO. 8-REVISION 1 (Daryl K. James) ARCHITECTURAL: A2.1 A2.2 A6.3 A6.4 A8.4 AI0.1 Tesla is not presently under contract to take the lower level space. Identification of the lower level Tenant as, "Future Retail No. 1" is accurate. West exit passageway has been labeled on the plan. The New partial elevation should have been identified as Detail 3-"North partial Elevation". Sheet A6.3 has been revised appropriately. The Spray applied fire-proofing product submittal for phase 1 has been included with this response. Fireproofing spray is a deferred submittal. Updated information will be provided by the sub-contractor based on product, steel member and thickness required. The Spray applied fire-proofing product submittal for phase 1 has been included with this response. Fireproofing spray is a deferred submittal. Updated information will be provided by the sub-contractor based on product, steel member and thickness required. Doors 240 & 241 do not require fire label doors. Doors 242 & 243 have been revised to indicate "B" label (1 ½ hour doors). Door 250 has been revised to indicate "C" label (1 hour door). The hardware set: 03 specification sheet 087100-19 has been revised to include door No.250. The hardware set: 26 specification sheet 087100-24 has been revised to include doors No.242 and 243. Page 4 of 7 f.!E JPRA ARCHITECTS FIRE PROTECTION: Westfield Carlsbad Phase 1 -May Building Repurpose JPRA Project #1739 September 25, 2014 Bulletin No. 8 -Revsion 4 FP3.02 Add 3 new fire sprinkler stubs to accommodate the new tenants. DRAWINGS ISSUED: (All dated 8/05/14) A2.2, A6.3, A10.1 and FP3.02, dated 8/05/14. ADDITIONAL DOCUMENTS: Spray Applied Fireproofing Manufacturers data sheets-phase 1 shop submittal 078100-0028 Door Hardware set specification sheets 087100-19 and 087100-24 END OF BULLETIN NO. 8 Revision 1 BULLETIN NO. 8 -REVISION 2 (EsGil) ARCHITECTURAL: A2.2 2 Hour Fire Rated 'ceiling' / pipe chase included over portions of exit passageway where non-exit passage way utility runs were needed. A5.4 2 Hour Fire Rated 'ceiling' / pipe chase included over portions of exit passageway where non-exit passage way utility runs were needed. A9.3 2 Hour Fire Rated 'ceiling'/ pipe chase included over portions of exit passageway where non-exit passage way utility runs were needed. MECHANICAL: M3.02 M3.03: PLUMBING: P3.02 ELECTRICAL: E2.01 Revised ductwork configuration to prevent penetration of 2 hour rated exist enclosure with duct run to adjacent exit corridor. Exit corridor ventilation separated from Exit Passageway ventilation. Revised roof top equipment related to changes on Sheet M3.02. Fire Suppression line to Space 294 rerouted to minimize incursion into Exist Passageway. Electrical feed to tenant spaces rerouted to limit incursion into Exit Passageway above. Page 5 of 7 BB JPRA ARCHITECiS Westfield Carlsbad Phase 1 -May Building Repurpose JPRA Project #1739 September 25, 2014 Bulletin No. 8 -Revsion 4 E2.02 E4.05 Electrical feed to tenant spaces rerouted to limit incursion into Exit Passageway . Electrical feed to tenant spaces rerouted to limit incursion into Exit Passageway . DRAWINGS ISSUED: {All dated 8/18/14) A2.2, A5.4, A9.3, M3.02, M3.03, P3.02, E2.01, E2.02, & E4.05 END OF BULLETIN NO. 8 Revision 2 BULLETIN NO. 8 -REVISION 3 (EsGil) ARCHITECTURAL: A5.4 The cross-hatched area indicating 2 hour rated ceilings has been extended to include the area under the basketball court. AI0.1 Doors 242 & 243 have been revised to indicate "B" label (1 ½ hour doors). The specified hardware set: 26 provides panic hardware in compliance with CBC Sections 1022, 1008.1.10 & 1002. AI0.6 Detail Don sheet A10.6 has been revised to include the 2 hour ceiling assembly where applicable. DRAWINGS ISSUED: (All dated 9/02/14) A5.4, A10.1, A10.6 END OF BULLETIN NO. 8 Revision 3 BULLETIN NO. 8 -REVISION 4 (EsGil & Carlsbad Fire Marshall) ARCHITECTURAL: A2.2 A5.4 Revised wall type references at rear Tenant corridors along column line C and D. Revised wall type references at rear Tenant corridors along column line C and D. Page 6 of 7 II JPRA ARCHITECTS AI0.1 AI0.6 Westfield Carlsbad Phase 1 -May Building Repurpose JPRA Project #1739 September 25, 2014 Bulletin No. 8 -Revsion 4 Doors 242 & 243 have been revised to indicate "B" label (1 ½ hour doors). The specified hardware set: 26 provides panic hardware in compliance with CBC Sections 1022, 1008.1.10 & 1002. Detail Lon sheet A10.6 has been added to provide a non-rated wall type at the rear tenant corridor where a rated assembly is not required by code per C.C.I. letter to the city of Carlsbad on 6/25/14. Referencing California Building Code: • (CBC) Table 1018.1 .where corridors are not required to be fire resistant rated in fully sprinklered Assembly, Storage and Mercantile occupancies. • CBC 1018.6 The corridors discharge directly to the exit passageway. • CBC 1018.2 The corridor width is at least 44" in width. The width exceeds required accommodation for our occupant flow. • CBC 1018.4 Dead end corridors do not occur. Corridors do not exceed 20 feet in length. DRAWINGS ISSUED: (All dated 9/25/14) A2.2, A5.4, A10.1, A10.6 END OF BULLETIN NO. 8 Revision 4 Westfield Carlsbad -Phase 1 -May Building Repurpose Submitted by Gregg R. Stouder, AIA on behalf of William J. Beitz. Principal, JPRA Architects Page 7 of 7 ;;t_··-· --· .. --··. ~,·=~~c=-,:~-..,.,_~--==·· --------~ .. .. PCR14139 2501 EL CAMINO REAL BULLENTIN #8: REVISIONS TO ----~---.,,...,..,.--...,,.,_,. SHELL RE:-CB132181 1(2-Ct /!ff-v 7l> ~I A-N,; We/ Ft 'RE °f-Fs 67 'L. tJ / <?ale .s 'f-/ 3 · 21 8--/ 1/1A/l'1 ~ w fn,~ 8/7/1'-f ~ ~ re ~/'1 It'-/ t35c,AL L~ . ' f/ ~ /t'-1 vY/ Ji 41£ ~d -cVf/"M ll.. jo lf 6/l -{¾-ll 4~ (~ ~JJ)/,..ed;-1/t,.2, #£if/ J1'1·~ Fl'~J.,.~1 f}1 -J. P J. 1 M J. P J 1 /J. J. f;),_ / El , JI 1 £ ~ .. !J)._ :t ~ L/, -~ 5) • _ :&•L ~JJJJ-,,/ aJ4~J;J~Jl,JJ-. /f-~flj-/P,.(;) ~ .ffC._-~ JldJ q '8'/l<f ~ Ju U 6 IL w<1 4<1/W/ :JI{:: t e,':;,&-, l... ~ . o/);s I 1'! 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