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Home My WebLink About1915 CALLE BARCELONA; 135; CBC2021-0482; PermitPERMIT REPORT {_ City of Carlsbad Commercial Permit Print Date: 07/01/2022 Permit No: CBC2021-0482 Job Address: 1915 CALLE BARCELONA, # 135, CARLSBAD, CA 92009-8457 Status: Closed -Finaled Permit Type: BLDG-Commercial 2550120400 $150,738.00 Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: M #of Dwelling Units: Track#: Lot#: Project#: Plan#: Bedrooms: Bathrooms: Construction Type:VB Orig. Plan Check#: Plan Check#: Project Title: Description: YETI: Tl (3241 SF) MODIFICATIONS TO INTERIOR AND STORE FRONT Applicant: Property Owner: SUSIE MORENO TREA NW FORUM AT CARLSBAD OWNER LLC 5051 WESTHEIMER RD, # 320 HOUSTON, TX 77056 190S CALLE BARCELONA, # STE 200 CARLSBAD, CA 92009-8451 (760) 479-0166 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -NON-STRUCTURAL FIRE Plan Review (per hr -Regular Office Hours) SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $2,553.44 Total Payments To Date: $2,553.44 Applied: 12/17/2021 Issued: 03/11/2022 Finaled Close Out: 06/28/2022 Final Inspection: 06/28/2022 INSPECTOR: Renfro, Chris Contractor: MENEMSHA DEVELOPMENT GROUP INC 370 LIBBEY INDUSTRIAL PKWY, # UNIT 600 EAST WEYMOUTH, MA 02189-3119 (781) 666-4958 Balance Due: AMOUNT $777.53 $194.00 $98.00 $15.00 $1,196.20 $223.50 $7.00 $42.21 $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. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov J (city of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Est. Value PC Deposit Date 2'7 .S3 Job Address--t!m"eALLE BARCELONA, CARLSBAD, CA 92009 Suite:.2,:: ____ APN:..,2_55_.0_1_2-_0_4 --------- Tenant Name#: YETI-CARLSBAD AT THE FORUM Lot #: ____ Vear Built: _________ _ Year Built:. __ _ Occupancy:_M __ _ Construction Type: VB Fire sprinklersQYESQNO A/C:G)vEs()No BRIEF DESCRIPTION OF WORK: TENANT IMPROVEMENT OF AN EXISTING RETAIL SPACE, INCLUDING MINOR MODIFICATIONS TO THE STOREFRONT D Addition/New: ____________ ,New SF and Use, __________ ,New SF and Use _______ SF Deck, _______ SF Patio Cover, SF Other (Specify) ___ _ ~Tenant lmprovement:,..j:m,,,.----SF, _____ SF, Existing use: _______ Proposed Use: _______ _ Existing Use: MERCANTILE Proposed Use: _M_ER_c_•"-'-"_E ___ _ Dother: --------------------------------------- PRIMARY APPLICANT PROPERTY OWNER Name: SUSIE MORENO/ DEWBERRY Name: RAJ CHANDANI I NORTHWOOD RETAIL Address: 5051 WESTHEIMER ROAD, SUITE 320 Address: 1905 CALLE BARCELONA, SUITE 200 City: HOUSTON State: Tx Zip:2!.,_ 56 ___ City: CARLSBAD State:_c_A _ _.Zip: 92009 Phone: 346.231.0085 Phone: 760.479.0166 Email: smoreno@dewberry.com Email: rchandani@northwoodrelail.com DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: ERICA NELLES Business Name: Menemsha Development Group Inc. Address: 1760 CREEKSIDE OAKS DRIVE, SUITE 280 Address: 20521 Earl Street City: SACRAMENTO State: CA Zip:,_9_58_3_3 ___ City: Torrance State:...f!L_Zip: 9n$n3 Phone: 916·239-7249 Phone: 310 3$0 0304 Email: enelles@dewbe,,y.com Email: ldawson@menemshasolutions.com Architect State License: _c_-3_6_79_5 __________ CSLB License#: 647870 Class:._B _______ _ Carlsbad Business License #.(Required): BLOS 1239398 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A}: LICENSED CONTRACTOR DECLARATION: I herebyaf firm under penaltyof per jury that I am I icensedu nderprovi sionsof Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I alsoaffirm under penalty of perjury one of the following declarations /CHOOSE ONE): D1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo .. ______________________ _ -OR-0 I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: __Alliant Insurance Services, jnc. Policy No. UB-6K883605-21-26-u_ _____________________ Expirati0o~n~D~•~t•~'--------- -OR- 0 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 $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name; _____________________ ,lender's Address: _____ _ CONTRACTOR CERT/FICA T/ON: I certify that I have read the opplicationandstate that the above information is correct and that the information on theplansisaccurate. /agree to comply with all City ordinances and State laws relating to building construction. Loui·s ·~.':~~L:~.':,';.":'''0'"""' 0=Me,..m,h,a .,., G10up, OU=F'ro,ectMAnase,, Dawson ~"~--·'"'""''""' NAME (PRINT): _::....:;_;.;.,:,.:...:.__.:,';:,~:·:~·;;;:ia:;;,,~•••:a;::'"~~Zi:..oo SIGNATURE:_, _______ DATE:. _____ _ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorl1ation on contractor letterhead. -OR • (OPTION B}: OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: ~ 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 to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, as owner of the property, am excluslvely contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM 8-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the PERMIT INSPECTION HISTORY for (CBC2021-0482) Permit Type: BLDG-Commercial Application Date: 12/17/2021 Owner: TREA NW FORUM AT CARLSBAD OWNER LLC Work Class: Tenant Improvement Issue Date: 03/11/2022 Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Status: Closed -Finaled Expiration Date: 10/25/2022 IVR Number: 37677 Address: 1915 CALLE BARCELONA, # 135 CARLSBAD, CA 92009-8457 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers Status COMMENTS Partial pass. All walls and hard lids completed. Front door entry pending for new bi-fold doors 06/08/2022 06/08/2022 BLDG-Final Inspection 184390-2022 COMMENTS Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Seta Levanduski Partial pass. Final inspection is pending front door entry completion, signage, label main electrical panel and need final paperwork. OK to stock and train TEXT Approved to schedule for a final inspection for "temp of occupancy", per Chris R. 06/28/2022 06/28/2022 BLDG-Final Inspection 185805-2022 Passed Chris Renfro Thursday, July 7, 2022 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Seta Levanduski COMMENTS TEXT Approved to schedule for a final inspection for "temp of occupancy", per Chris R. Reinspection Inspection Passed No Yes Yes Yes Yes Reinspection Incomplete Passed No Yes Yes Yes Yes Created Date 06/07/2022 Passed Yes Yes Yes Yes Yes Created Date 06/07/2022 Complete Page 2 of 2 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2021-0482) Permit Type: BLDG-Commercial Application Date: 12/17/2021 Owner: TREA NW FORUM AT CARLSBAD OWNER LLC Work Class: Tenant Improvement Issue Date: 03/11/2022 Subdivision: CARLSBAD TCT#92-08 GREEN VALLEY Status: Closed -Finaled Expiration Date: 10/25/2022 Address: 1915 CALLE BARCELONA, # 135 CARLSBAD, CA 92009-8457 IVR Number: 37677 Scheduled Date Actual Inspection Type Start Date 03/15/2022 03/1512022 BLDG-21 Underground/Underflo or Plumbing Checklist Item Inspection No. 178350-2022 COMMENTS BLDG-Building Deficiency BLDG-31 Underground/Conduit - Wiring Checklist Item 178351-2022 COMMENTS BLDG-Building Deficiency 04106/2022 04106/2022 BLDG-84 Rough 179869-2022 Combo(14,24,34,44) Checklist Item COMMENTS Inspection Primary Inspector Status Passed Chris Renfro Passed Chris Renfro Partial Pass Chris Renfro BLDG-Building Deficiency Partial pass rough combo in walls only. Minor electrical wall pending. 04/28/2022 BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 04/28/2022 BLDG-17 Interior Lath/Drywall 181540-2022 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-84 Rough Combo(14,24,34,44) 181541-2022 Thursday, July 7, 2022 Partial Pass Chris Renfro Partial Pass Chris Renfro Reinspection Inspection Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed No Yes Yes Yes Yes Reinspection Incomplete Passed Yes Re inspection Incomplete Page 1 of 2 if1t<?ft<?k • Professional Service Industries, Inc. C • 11980 Telegraph Road, Unit 104 1ty of Carlsbadsanta Fe Springs, CA 90670 JUN 2 9 70,2 Special lns8 ~1e~1~H ~~~Yi'"' • ...,.. Client: MENEMSHA SOLUTIONS 20521 EARL STREET TORRANCE, CA 90503 Project: YETI CARLSBAD ENCINITAS, CA 92009 General Details Phone: (714) 484-8600 Fax: (562) 777-0899 Report No: SID:00662281-2-01 l••ue No: 1 These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations. This report may not be reproduced, except in full, without written permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported non-compliance impacts the project, the resolution is outside the D scoceami=>v ;;;;-e--: Date: 6/21/2022 Permits: CBC2021-0482 General Contractor: Menemsha Weather: indoors Ty~• of Ins ctlon Perfonned D Reinforced Concrete D Reinforcing Steel D Structural Masonry D Soils 0 New Inspection Standb Time: D Re-Inspection Field Observations & Comments 0 Special Inspection Location(s)/ltem(s): front entrance Reference Details/Drawings: structural Remarks: D Continuous 0 High Strength Bolting 0 Welding 0 Periodic D Fireproofing D Other As requested PSI technician Dirk de Roggenbuke was at the above referenced site this date. The purpose of our visit was to observed fit up and welding of the front entrance header. 8x4x1/4" columns were placed. 8x8x1/4" curved header was installed and tack welded into place. Certified welder Pascaul Lopez (AWS certification 1102) used FCAW process to tack the member in place. Work is in progress and work halted due to working hour restrictions of The Forum Carlsbad shopping mall. To the best of PSl's knowledge, the work inspected to the approved construction documents are: 0 Conforming D Non-Conforming Inspector: Dirk De Roggenbuke Inspector Cert No.: 8025621 Jobsite Re resentative: Ed Roman -superintendent Menemsha @ 2000-2022 OESTLab by SpectraQEST.com Page 1 Of 3 1ntMC?k • I Professional Service Industries, Inc. 11980 Telegraph Road, Unit 104 Santa Fe Springs, CA 90670 Phone: (714) 484-8600 Fax: (562) 777-0899 Special Inspection Daily Field Client: MENEMSHA SOLUTIONS 20521 EARL STREET TORRANCE, CA 90503 Project: YETI CARLSBAD ENCINITAS, CA CC: EDROMAN Report No: SID:00662281-2-O1 Issue No: 1 These test results apply only to the specific locatlons and materials noted and may not represent any olher locallons or elevallons. This report may not be reproduced, except In tun, wtthout Wlitten permission by Professional 5eMce Industries, Inc. If 1 non-<:ompliance appears on lhls report, to lhe extent lhat the reported non-compliance Impacts the project, lhe resolution Is outside the PSI scope of engagemenl ;;;;;;e-- Approved Stgnatory: Mohammad Almuzaiel (Staff Engineer) Date of Issue: 6122/2022 Form No: 19118, Report No: SID:00662281-2-O1 0 2000-2022 QESTLab by SpectraQEST.com Page 2 of 3 111te?rt:C?k • Professional Service Industries, Inc. 11980 Telegraph Road, Unit 104 Santa Fe Springs, CA 90670 Phone: (714) 484-8600 Fax: (562) 777-0899 Special Inspection Daily Field Client: MENEMSHA SOLUTIONS 20521 EARL STREET TORRANCE, CA 90503 Project: YETI CARLSBAD ENCINITAS, CA CC: ED ROMAN Report No: SID:00662281-2-O1 Issue No: 1 These test results apply only to the specific locations and materials noted end may not represent any other locations o, elevations. This report may not be reproduced, except In fun, without written pe<misslon by Professional Se<vtce Industries, Inc. w e ~lance appears on this report. to the extent that the reported non-compliance Impacts the project, the resolution Is oulSlde the PSI scope of engagement. ;;;;-;-e: - Approved SignatO<Y' Mohammad Almuzelel (Staff Enginee<) Date of Issue: 6122/2022 Form No: 19118, Report No: SID:00662281·2-O1 C 2000-2022 QESTLab by SpectraQEST.com Page 3 of 3 lflt(?('tek Professional Service Industries, Inc. 11980 Telegraph Road, Unit 104 Santa Fe Springs, CA 90670 Phone: (714) 484-8600 Fax: (562) 777-0899 Special Inspection Daily Field Report Client: MENEMSHA SOLUTIONS 20521 EARL STREET TORRANCE, CA 90503 Project: YETI CARLSBAD ENCINITAS, CA 92009 General Details CC: ED ROMAN Report No: SID:00662281-3-01 l••u• No: 1 These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations. This report may not be reproduced, except In full, without written permission by Professional Service Industries, Inc. If a non- compliance appears on this report, to the extent that the reported non-compliance impacts the project, the resolution is outside the PSI scope of engagement. ---iii? Approved Signatory: Mohammad Almuza1al (Stan engineer) Date of Issue: 6122/2022 Date: 6/22/2022 Permits: CBC2021-0482 General Contractor: Menemsha Weather: indoors T~ of lnsnectlon Perfonned 0 Reinforced Concrete 0 Reinforcing Steel 0 Structural Masonry 0 Soils 0 New Inspection Standby Time: D Re-Inspection Field Observations & Comments 0 Special Inspection Location(s)/ltem(s): front entrance Reference Details/Drawings: structural Remarks: 0 Continuous 0 High Strength Bolting 0 Welding 0 Periodic 0 Fireproofing D Other As requested PSI technician Dirk de Roggenbuke was at the above referenced site this date. The purpose of our visit was to observed fit up and welding of the front entrance header. HSS 8x8x1/4" curved header was welded to the 8x4x1/4" columns. Existing HSS 3x3 were welded to the column. 8x4 angle was welded at the ends of the header to the column. Certified welder Pascaul Lopez (AWS certification 1102) used FCAW with E71-T filler material to make 1/4" fillet welds and flare bevel groove welds. The welds were visually acceptable. 1/2" anchors were epoxied at the column baseplates. 5/8" holes were drilled into the existing concrete to have a minimum of 2" embedment. The holes were cleaned with blowing and brushing. Hilti HIT-RE 500 V3 ( lot 14953375 exp. 3/31 /23) was used. Work was per details on S1 00. To the best of PSl's knowledge, the work inspected to the approved construction documents are: 0 Conforming 0 Non-Conforming Inspector: Dirk De Roggenbuke Inspector Cert No.: 8025621 Jobsite Representative: Ed Roman -superintendent Menemsha 0 2000-2022 OESTLab by SpectraOEST.com Page 1 of 3 1ntC?rtek . I Professional Service Industries, Inc. 11980 Telegraph Road, Unit 104 Santa Fe Springs, CA 90670 Phone: (714) 484-8600 Fax: (562) 777-0899 Special Inspection Daily Field Client: MENEMSHA SOLUTIONS 20521 EARL STREET TORRANCE, CA 90503 Project: YETI CARLSBAD ENCINITAS, CA CC: EDROMAN Report No: SID:00662281-3-O1 Issue No: 1 These test results apply only to the apeciflc locations and materials ooted and may not represent any other locatlons or elevations. This report may not be reproduced, except In full, wtthout wr1tten pennlsslon by Professional Service Industries, Inc. If a non-<:ompliance appear$ on this report, to the e><tent that the reported nm-compliance lmpacll the prnjecl, the ~ Is outside the PSI scope of engagement. ae-- Approved S;gnato,y. Mohammed Almozaial (Staff Enginee,) Date of Issue: 6/22/2022 Fonn No: 19118, Repon No: SID:00662281-J-01 C 2000-2022 QESTLab by SpectraQEST.com Page 2 of 3 Professional Service Industries, Inc. 11980 Telegraph Road, Unit 104 Santa Fe Springs, CA 90670 Phone: (714) 484-8600 Fax: (562) 777-0899 Report No: SID:00662281-3-O1 Issue No: 1 These test results apply only to the specific localions and materials noted and may not represent any other localions or elevations. This report may not be reproduced, except In full, without written permission by Professional Service Industries, Inc. If a non-<:ompllance appears on this report, to the extent that the reported S pe Ci a I In S pe ct ion Dai I y Fie Id ::~~t'.":e Impacts the project, the resolulion is outsKle the PSI scope of ....-...,;;_ _______ ...,;;_ _________ ...;:;.. _________ --,1 Client: MENEMSHA SOLUTIONS 20521 EARL STREET TORRANCE, CA 90503 Project: YETI CARLSBAD ENCINITAS, CA Form No: 19118, Report No: SID:00662281·3·01 CC: ED ROMAN <C 2000-2022 QESTLab by SpectraQEST.com -a--: Approved Signatory: Mohammad Almuzaial (Staff Engineer) Date of Issue: 6/22/2022 Page 3 of 3 SO CAL INSPECTIONS, INC. 3783 Sierra Ave • Norco, CA 92860 Phone(951)203-9701 Fax (626) 917-8739 nECORD co Email: Admi'}@SoCalinspectionsinc.cJ,~ City of Carlsbad lll~l'.9?n?1 AWS/CWI-ICBO/ICC ALL CITIES & JURISDICTIONS VPECTION & MATERIAL TESTING ! JobNumber I as,24122 TYPE OF u Reinforced Concrete D Structural Steel Assembly D Quality Control INSPECTl~ILDINC 61v 1g,<p~r:i-ensioned Concrete D Fireproofing 0 Epoxy Anchors REQUIRED 0 Structural Masonry D Asphalt ~ Other Job Address c;iy 1923 Calle Barcelona Carlsbad, CA Job Name Pennit Number I Issued By Yeti Store City of Carlsbad Type of S1ructure Architect Retail Store rJ; tl Material Description (type, grade, source) Engineer ¾" Hilti HUS EZ Wedge Anchor Bolt Cvl if'[,[, c,Jn,-Jct:f'. IJJ{y Contractor Inspectors Name Subcontractor Robert McGetrick INSPECTION SUMMARY -LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS, ETC. INCLUDES INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED. NUMBER, TYPE AND IDENTIFICATION NUMBERS OF SAMPLES TAKEN. STRUCTURAL CONNECTIONS (WELD MADE H.T. BOLTS TORQUED) CHECKED. ETC. Anchor Bolt: Verified that¾" Hilti HUS EZ anchor bolts were used to secure anti-tip racks to concrete floor of storage room w/ 2½" min embedment. Bolts installed per anti-tip detail 3/SH-1 aooroved plans. Bolts were toraued to a minimum of 40 ft-lbs. SAMPLES I I " I I PAGE 1 OF 1 CERTIFICATION OF COMPLIANCE· To the best of my knowledge, aU of the reported work, unless otherwise noted, is in conformanc.e with the approved plans, specifications, and applicable sections of the governing building laws. ICC 8273280 Certification Number I I TIMElN 1:00 APPROVED BY I I TIME OUT REG HOURS OT 1.SX &. 0T2X • nv INTERWEST DATE: 2/14/22 JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBC2021-0482.RC1 PROJECT ADDRESS: 1923 Calle Barcelona PROJECT NAME: Yeti-TI SET II □ APPLICANT □ JURIS. [gl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The check list transmitted herewith is for the applicant's information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to the jurisdiction at: [gl lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been complet,ed. Person contacted: Telephone#: Date contacted: (by:) Mail Telephone Fax In Person 0 REMARKS: By: Paul Martinez, AIA lnterwest 2/07/22 Email: Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 R-MJ Robinson Meier Juilly & Associates Yeti Carlsbad CA Structural Calculations for Door Header and Jambs Page Description 1-6 Door Support Prepared for: Dewberry January 31, 2022 RMJ Job # 21230 1 Northwood Drive, Suite #3 Orinda CA 94563 (510) 991.0977 www.rmjse.com Structural Engineers Principals Pctt'r Ro/Ji11so11, S.f: .. Jnyso11 l:.". HniJrcs, S.F. CITY IL ·,....., No. 4801 CBC2021-0482 1915 CALLE BARCELONA #135 YETI Tl (3241 SF) MODIFICATIONS TO INTERIOR AND STOREFRONT 2550120400 2/9/2022 CBC2021-0482 -RMJ Structural Eng.inters Rnhinson Sn . .\J11 h.rnm.:n, CA 9~080 Juill)· & Associates (i'\O 871•22~2 F:\.\ (1~0 871•2~~') :0 Cc,{l... f-\l=J>,o eJL j!_ ~ l '2. '. o' Lo.:. 12. ?sr 1'\d .:.12.0 ?)~ U$t:: 2...bo -pl~ ~ Joh ~o 2_ \ 2,_ ~0 Signed hi' ..)\j M = 2.co pt~ x 62.:)~ =-3Cooo C-~ {b -:: !late \ I 2. 2. Sheet No. \ of I Title Block Line 1 · You can change this area using the 'Settings· menu item and then using the "Printing & Title Block" selection. Title Block Line 6 [ Steel Beam I.I 1111: DESCRIPTION: Door Header _ CODE REFERENCES Calculations per AISC 360-10, !BC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Project Title: Engineer: Project ID: Project Descr: Printed 31 JAN 2022. 9·24AM --F1!e: yeti car1sb8d.e'c6"·--- Sottwarecopyright ENERCALC, INC. 1983-2020, Build:12.20,8.17 -. : . - Fy : Steel Yield : E: Modulus: 46.0 ksi 29,000.0 ksi L ,4., HSSBxBx1/4 • f---Span"' 12.0 n --------------------- Applied Loads Service loads entered. Load Factors will be applied for calculations. -~=--"-='-=-=------------------------ Beam self weiqht NOT internally calculated and added Uniform Load: D = 0.20 k/fl, Tributary Width= 1.0 fl DESIGN SUMMARY !--M8ximum Bending··streiS Ratio ;:: Section used for this span Ma Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection 0,082: 1 HSS8x8x1/4 3.600 k-ft 44.130k-ft DOnly 6.00011 Span# 1 Maximum Shear Stress Ratio = Section used for this span Va: Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span# where maximum occurs Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.000 in Ratio = 0.000 in Ratio= 0.046 in Ratio = 0.000 in Ratio = 0<360 0 <360 3150 >=180 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios ·-:}Ummary of Moment Values D Only Dsgn L = 12.00 ft •-0.600 Span# M V 0.082 Osgn.L= 12.00ft 1 0.049 0.021 0.013 Mma)(+ Mma)(- 3.60 2.16 Overall Maximum Deflectio=ns=------------- Ma Max Mnx Mnx/Omega Cb 3.60 73.70 44.13 1.00 2.16 73.70 44.13 1.00 Rm 1.00 1.00 Design OK 0.021 : 1 HSS8x8x1l4 1.20 k 56.229 k D Only 0.000 ft Span# 1 Summary of Shear Values -------Va Max Vnx Vn:.:/Omega 1.20 93.90 5623 0.72 93.90 5623 Load Combination D Only Span Max. ·-· Den Location in Span Load Combination Ma)(."+" Defl Location in Span Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only <()_600 o.0457 · ·5-:-03.:r--·----------~o~_oo·oo-·-----o_ooo Support notation Far left is #1 Values in KIPS -----· -------. _____ , ___ _ Support 1 Support 2 -nw--~1.2=0=0------------------ 0.120 0.720 1.200 1.200 0.720 0.720 -RMJ Robinson Juillt & Assoriall'S Structural Engineers j(I_I I indcn ;\V\'l111C >(I. \in h.in,i\CO. C\ <J,iORO li~t,;{71•228.:1 FAX (,~0,~71•24S(J Doo(L ~t'\~ h= \2'-o ? ::-1co v\~ x. I '2../ L = !,200 lb .Joh No. l)ate Sheet No 3 of Title Block Line 1 Project Title: 'You can change this area using the "Settings' menu item and then using the 'Printing & Title Block" selection. Engineer· Project ID: Project Descr: '-I Title Block Line 6 i Steel Column ________________________________ _c_Pc_:nn_cle'Cdc_;: 31 JAN 2022. 9.28AM 118:-Y"ell carlsbcld-:eco- Soflware copyright ENERCALC, INC. 1983.2020, Build:12.20.8.17 ' I .11111 l -. : ' I . I . DESCRIPTION: --None-- Code References -~~----------- Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: ASCE 7-16 General Information Steel Section Name : Analysis Method : Steel Stress Grade Fy: Steel Yield E. Elastic Bending Modulus _Applied Loads HSS8x4x1/4 Allowable Strength 46 ksi 29,000.0 ksi Overall Column Height 12 11 Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection {buckling) along columns : X-X (width) axis· Fully braced against buckling ABOUT y.y Axis Y-Y \depth) axis : Fu ly braced against buckling ABOUT x.x Axis Service loads entered. Load Factors will be applied for calculations. ---. Column self weight included: 227.836 lbs· Dead Load Factor AXIAL LOADS . Axial Load at 12.0ft, 0° 1.20k BENDING LOADS . Lat. Point Load at 8.0 ft creating Mx-x, WO 1.50 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio 0 Load Combination Location of max.above base At maximum location values are .. Pa: Axial Pn /Omega: Allowable Ma•x : Applied Mn-x I Omega: Allowable Ma-y : Applied Mn•y I Omega : Allowable PASS Maximum Shear Stress Ratio 0 Load Combination Location of max.above base At maximum location values are Va: Applied Vn / Omega : Allowable Load Combination Results 0.08330 : 1 +D+0.60W 7.973 ft 1.428 k 144.335 k 2.392 k-ft 30.529 k-ft 0.0 k-ft 18.822 k-ft 0.01067 : 1 +D+0.60W 8.054 ft 0.60 k 56.229 k Maximum Axial + Bending Stress Ratios Maximum Load Reactions .. Top along X-X Bottom along X-X Top along Y-Y Bottom along Y-Y Maximum Load Deflections ... Along Y-Y 0.06573 in at for load combination :W Only 0.0 k OOk 1.0 k 0.50 k 6.604ft above base Along X-X 0.0 in at 0.0ft above base for load combination : Maximum Shear Ratios location Load Combi.n0a._.tccio"-n ____ ___:c===---===------===------Stress Ratio Status Location Cbx Cby Kxlx/Rx KyLy/Ry Stress Ratio Status 1.00 1.00 0.00 0.00 0.000 PASS 0.00ft D Only +0+0.60W +0+0.450W +O 60D+0.60W +0.600 Maximum Reactions Load Combination ----0 Only ..0-<-0.60W ..0-<-0.450W -<-0.60D-<-0.60W -<-0.600 WOnly 0.010 PASS 0.083 PASS 0.064 PASS 0.081 PASS 0.006 PASS Axial Reaction @Base 1.428 1.428 1 428 0857 0.857 0.00 ft 7.97ft 7.97 ft 7.97 ft 0.00 ft X-XAxis Reaction @ Base @ Top 1.00 1.00 1.00 1.00 k 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 y.y Axis Reaction @Base @Top 0.300 0.600 0.225 0.450 0.300 0600 0.500 1.000 0.00 0.011 PASS 8.05ft 0.00 0.008 PASS 8.05ft 0.00 0.011 PASS 8.05 ft 0.00 0.000 PASS 8.05 ft Note: Only non~zero reactions are listed. ------ Mx . End Moments k·ft My . End Moments @ Base @ Top @ Base @ Top Title Block Line 1 ~ You can change this area using lhe 'SeWngs' menu Hem and then using the "Prinling & Title Block' selection. ProJect Title Engineer· Project ID: Project Descr· 5 ~T~it~le~B~lo~c~k~Li~ne=6 ________________________ _ Printed: 31 JAN 2022. 9:28AM File: yeti carls~·1 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 1 Steel Column C .. ; . . . . . DESCRIPTION: --None-- Extreme Reactions __________ ., ____ ·---------------------------- Axial Reaction Item Extreme Value @Base AXIBl@Base Maximum 1.428 Minimum Reaction, X-X Axis Base Maximum 1.428 Minimum 1.428 Reaction, Y-Y Axis Base Maximum Minimum 1.428 Reaction, X-X Axis Top Maximum 1.428 Minimum 1.428 Reaction, Y-Y Axis Top Maximum 1.428 Minimum 1.428 Moment, X-X Axis Base Maximum 1.428 Minimum 1.428 Moment, Y-Y Ai<is Base Maximum 1.428 Minimum 1.428 Moment, X-X Axis Top Maximum 1.428 Minimum 1.428 Moment, Y-Y Axis Top Maximum 1.428 Minimum 1.428 Maximum Deflections for Load Combinations Load Combination D Only ,0<{),60W ,0<{).450W <{).600<{).60W ..0600 W Only Steel Section Properties Depth Design Thick Width Wall Thick Area Weight Max. X-X Deflection 0.0000 in 0.0000 in 0.0000 In 0.0000 in 0.0000 in 0.0000 in HSS8x4x1/4 8.000 in I xx 0.233 in S xx 4.000 in R xx 0.250 in Zx 5.240 in"2 1 yy 18.986 plf S yy R YY Zy 0.000 in X-X Axis Reaction @ Base @Top Distance 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft k Y -Y Axis Reaction @ Base @ Top 0.500 1.000 0.500 1 000 Mx -End Moments k-ft @Base @ Top -------~-- Max. Y-Y Deflection Distance My -End Moments @ Base @Top 0000 -.. 0.000 ----------- 42.50 in"4 10.60 in"3 2.850 in 13.300 in"3 14.400 ln"4 7.210 in~3 1.660 in 8.200 in"3 0.039 0.030 0.039 0.000 0.066 in ft ,n 6.604 ft in 6.604 ft ,n 6.604 ft ,n 0.000 ft ,n 6.604 ft ------·--------~ Cw C 35.300 in"4 13.60 in"6 13.600 in"3 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Steel Col_urrin. DESCRIPTION: --None-- Sketches +Y 4.00in Project Title: Engineer: Project ID: Project Descr: b Printed: 31 JAN 2022, 9:28AM Software copyright ENERCALC, INC. 1983-2020,,Build:12.20.8.17 . I: I . . . . . ··------------- t I I Dewberry· February 4, 2022 City of Carlsbad Attn: Edward Valenzuela Planning Division PH 760-602-4624 Email: Edward.Valenzuelalalgarlsbadc.?.gQy Dear Mr. Valenzuela, This memo will address the comments received for the YETI-Carlsbad project (City of Carlsbad Plan Check No: CBC2021-0482). PLEASE NOTE THAT WE HAVE SENT TWO OF THE SAME REVISED SET OF PLANS DIRECTLY TO INTERWEST FOR THEIR REVIEW. Comments: 1. The Consistency Determination, CD2021-0029, for the fa9ade remodel must be approved before the building permit can be approved. Dewberry Architects Inc. Response: We have received approval for the Consistency Determination. Please find attached a copy of the appruvai letter. 2. Remove all proposed exterior signage from plans. Signage will be permitted under a separate sign permit. Dewberry Architects Inc. Response: Signage has been removed from exterior elevations on sheet A-200. However, we are showing the genera! location of the signs for coordination purposes 3. All rooftop units must be screened from view. Provide a screening material display demonstrating this. An example is attached to the email along with the policy. Dewberry Architects Inc. Response: The client has decided not to replace the existing rooftop unit existing unit to remain. Please see sheets ED-301. E-301, E-400. MD-101, M-101, M-300. M-500, M-501, and M-600 reflec\lng this change 4. The address is 1915 Calle Barcelona Ste 135. The plans show 1923 Calle Barcelona. Replace 1923 with 1915 anywhere the incorrect address is listed. Dewberry Architects Inc. Response: A!I sheets have been revised to reflect the address indicated above (1915 Calle Barcelona Ste 135) In add,t,on to addressing permit comments. we have made the following changes to the plans: 1) G-002 General AccessibiUy Diagrams PR9e 1 of 2 Y[Tl-Carlsbad F\:rii:!t Pespo;1~,e 02/04/2022 a. Updated detail to show the correct dimension of the to,let paper holder from edge of water closet to address lntervvest comment. 2) A-002 Door & Hardware Schedules a. Added note for glass to be clear tempered safety glass for the new bi-fold door, to address lnterwest comment 3) A-113 Reflected Ceiling Plan a Revised note for clar;ficatton on power, blocking and access requirements for signage. 4) A-115 Equipment Plan a. Clarified note for exterior s!gnage power. b. Added power and data at wall near entry door. c. Added power and data in the back of house. 5) A-400 Bathroom Details a. Added dimensions and heights to ensure we have addressed all required ADA requirements, to address !ntervvest comment. 6) A-404 Signage and Ceiling Details a. Added sheet to include wall section for interior signage b. Added ceil,ng details for seismic design, to address lnterNest comment. 7) S100 General Notes and Plans a Updated code to reflect the correct one applicable to this jurisdiction, to address I nterNest comment. 8) Structural Calculations a. Added document to Justify structural sheets. to address lnterwest comment 9) E-201 Electricai Power Renovation Pian a Revised location and added J-box for exterior signage. b. Added j.box for intenor signage. c. Revised duplex to J-box and changed height for power ,n the back of house. d. Added outlets and revised circuit in the back of house. 10) E-400 Electrical Schedules a Revised panel schedule per electrical changes. 11) E-401 Electrical One Line Diagram a. Revised Voltage Drop Calculator and Load Summary per electricai changes. 12) E-403 Electricai Details a Added power supply per electricai changes. Sincerely, Susie Chung Moreno I Dewberry· Pnge 2 of 2