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Home My WebLink About2742 STATE ST; 100; CBC2020-0360; PermitPERMIT REPORT ( City of Carlsbad Commercial Permit Print Date: 05/19/2022 Job Address: 2742 STATE ST, # 100, CARLSBAD, CA 92008-1628 Permit Type: BLDG-Commercial Work Class: Parcel#: 2031811900 Track#: Valuation: $201,149.76 Lot#: Occupancy Group: Project#: #of Dwelling Units: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Project Title: STATE STREET COMMONS Description: NICK'S ON STATE: 3108 SFTI RESTAURANT TO RESTAURANT Applicant: PERMITS IN MOTION TERRY MONTELLO 415 60TH ST SAN DEIGO, CA 92115 (619) 994-5557 FEE STRONG MOTION-COMMERCIAL BUILDING PERMIT FEE ($2000+) PUBLIC FACILITIES FEES -outside CFD Property Owner: STATE STREET COMMONS LLC 2659 STATE ST, # 100 CARLSBAD, CA 92008 (858) 271-6701 FIRE Plan Resub (3rd&Subsequent Submittal/hr) SEWER CONNECTION FEE (General Capacity all areas) SB1473 GREEN BUILDING STATE STANDARDS FEE BUILDING PLAN CHECK FEE (BLDG) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE A-2 & A-3 Occupancies -Tl Permit No: CBC2020-0360 Status: Closed -Finaled Tenant Improvement DEV2019-0048 Applied: 09/22/2020 Issued: 03/03/2021 Fina led Close Out: 04/29/2022 Inspector: Final Inspection: Contractor: CRenf 04/29/2022 PKJ CONSTRUCTION INC A CALIFORNIA CORPORATION 23307 LA PALMA AVE YORBA LINDA, CA 92887-4773 (714) 455-2997 AMOUNT $56.32 $988.10 $7,040.24 $204.00 $11,916.12 $9.00 $691.67 $175.00 $86.00 $89.00 $55.00 $628.00 Total Fees: $21,938.45 Total Payments To Date: $21,938.45 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. 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. 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ~ =½ \<;s " ' l , PERMIT INSPECTION HI~fORV: for (CBC2020-036Q) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 09/22/2020 Owner: STATE STREET COMMONS LLC Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date BLDG-Final Inspection Checklist Item Issue Date: 03/03/2021 Expiration Date: 10/25/2022 IVR Number: 28832 Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 100 CARLSBAD, CA 92008-1628 Inspection No. Inspection Primary Inspector Reinspection Inspection 181579-2022 COMMENTS Status Partial Pass Chris Renfro Reinspection Incomplete Passed BLDG-Building Deficiency Partial pass on final inspection. Minor pick up items pending. Need to install sliding door. Restrooms, exit signs, egress lighting, all Ok No BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Yes Yes Yes Yes 04/29/2022 04/29/2022 BLDG-Final Inspection 181769-2022 COMMENTS Passed Chris Renfro Complete Monday, May 23, 2022 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Passed Yes Yes Yes Yes Yes Page 7 of 7 ' -- PERMIT INSPECTION HISTORY fQr (CBC2020-0360) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date 04/26/2022 04/27/2022 Closed -Fina led Actual Inspection Type Start Date BLDG-Structural Final BLDG-Electrical Final 04/26/2022 BLDG-Fire Final Checklist Item FIRE-Building Final 04/27/2022 BLDG-Final Inspection Checklist Item Application Date: 09/22/2020 Issue Date: 03/03/2021 Owner: STATE STREET COMMONS LLC Subdivision: SEASIDE LANDS Expiration Date: 10/25/2022 Address: 2742 STATE ST, # 100 IVR Number: 28832 CARLSBAD, CA 92008-1628 Inspection No. April 22, 2022: Inspection Status Primary Inspector 1. Temporary certificate of occupancy for nicks restaurant-approved, for training and stocking purposes-(only). 2. Health department representativenCeleste approved temporary certificate of occupancy contingent upon building department approval. 3. Fire department Felix approved temporary certificate of occupancy for training stocking purposes only, will do final fire walk-through inspection on April 26, 2022, April 22, 2022: 1. Temporary certificate of occupancy for nicks restaurant-approved, for training and stocking purposes-{only). 2. Health department representativenCeleste approved temporary certificate of occupancy contingent upon building department approval. 3. Fire department Felix approved temporary certificate of occupancy for training stocking purposes only, will do final fire walk-through inspection on April 26, 2022, 181179-2022 COMMENTS Passed 1. Construction in progress. 4/26/22 Final complete 181455-2022 Failed COMMENTS Felix Salcedo Chris Renfro Reinspection Inspection Yes Yes Complete Passed Yes Reinspection Incomplete Passed BLDG-Building Deficiency Not ready. Please finish all construction prior to final inspection. No 04/28/2022 BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 04/28/2022 BLDG-34 Rough Electrical Checklist Item 181580-2022 Partial Pass Chris Renfro COMMENTS BLDG-Building Deficiency Inspected emergency egress lighting and exit signs. OK Monday, May 23, 2022 Yes Yes Yes Yes Reinspection Incomplete Passed Yes Page 6 of 7 PERMIT INSPECTION HISTORY for (CBC2020-0360) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 09122/2020 Issue Date: 03103/2021 Expiration Date: 10125/2022 IVR Number: 28832 Owner: STATE STREET COMMONS LLC Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 100 CARLSBAD, CA 92008-1628 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final Monday, May 23, 2022 COMMENTS April 22, 2022: 1. Temporary certificate of occupancy for nicks restaurant-approved, for training and stocking purposes-(only). 2. Health department representativenCeleste approved temporary certificate of occupancy contingent upon building department approval. 3. Fire department Felix approved temporary certificate of occupancy for training stocking purposes only, will do final fire walk-through inspection on April 26, 2022. April 22, 2022 1. Temporary certificate of occupancy for nicks restaurant-approved, for training and stocking purposes-(only). 2. Health department representativenCeleste approved temporary certificate of occupancy contingent upon building department approval. 3. Fire department Felix approved temporary certificate of occupancy for training stocking purposes only, will do final fire walk-through inspection on April 26, 2022. April 22, 2022: 1. Temporary certificate of occupancy for nicks restaurant-approved, for training and stocking purposes-(only). 2. Health department representativenCeleste approved temporary certificate of occupancy contingent upon building department approval. 3. Fire department Felix approved temporary certificate of occupancy for training stocking purposes only, will do final fire walk-through inspection on April 26, 2022. Passed Yes Yes Yes Page 5 of 7 PERMIT INSPECTION HISfORY for (CBC2020-0360) Permit Type; BLDG-Commercial Application Date: 09/22/2020 Owner: STATE STREET COMMONS LLC Work Class: Tenant Improvement Issue Date: 03/03/2021 Subdivision: SEASIDE LANDS Status: Closed -Finaled Expiration Date: 10/25/2022 Address: 2742 STATE ST, # 100 IVR Number: 28832 CARLSBAD, CA 92008-1628 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/13/2022 04/13/2022 BLOG-85 T-Bar, Ceiling 180403-2022 Passed Chris Renfro Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 04/15/2022 04/15/2022 BLDG-44 180690-2022 Failed Chris Renfro Reinspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency HVAC rooftop units need to install access No covers, seal roof penetrations. Clearances to grease duct and air intake OK 04/20/2022 04/20/2022 BLDG-Fire Final 180687-2022 Failed Felix Salcedo Re inspection Incomplete Checklist Item COMMENTS Passed FIRE-Building Final 1. Construction in progress. No 04/22/2022 04/22/2022 BLDG-Final Inspection 181286-2022 Partial Pass Tony Alvarado Reinspection Incomplete Monday, May 23, 2022 Page 4 of 7 PERMIT INSPECTION HISTORY for {CBC2020-0360) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 09/22/2020 Owner: STATE STREET COMMONS LLC Status: Closed -Finaled Issue Date: 03/03/2021 Expiration Date: 10/25/2022 IVR Number: 28832 Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 100 CARLSBAD, CA 92008-1628 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 03/2312022 03/23/2022 BLDG-31 178925-2022 Failed Chris Renfro Reinspection Incomplete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. Need Fire to look at Ansul No system prior to closing up lids BLDG-34 Rough 178927-2022 Failed Chris Renfro Re inspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. Need fire inspection of No overhead prior to building. Call for reinspection 04101/2022 04/0112022 BLDG-34 Rough 179651-2022 Partial Pass Chris Renfro Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough electrical of main distribution panel Yes inside restaurant. BLDG-44 179554-2022 Partial Pass Chris Renfro Re inspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency OK on (2) layers of fire wrap on hoods Yes 0410712022 04/07/2022 BLDG-85 T-Bar, Celling 179977-2022 Failed Chris Renfro Reinspection Incomplete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. All trades not complete in Tbars, No ceiling grid overhead areas. BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Top out No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0410812022 04/0812022 BLDG-23 180119-2022 Passed Tony Alvarado Complete Gas/TesURepairs Checklist Item COMMENTS Passed BLDG-Building Deficiency April 8, 2022: Yes 1. New gas line under air pressure leak test-approved. 2. Released gas meter to SDGE-approved. Monday, May 23, 2022 Page 3 of 7 J ' ~, ,, "> ) PERMIT INSPECTION ,fl{ISTORY for {CBC2020-0360) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 09/22/2020 Owner: STATE STREET COMMONS LLC Issue Date: 03/03/2021 Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 100 CARLSBAD, CA 92008-1628 Status: Scheduled Date 12/03/2021 12/17/2021 12/22/2021 02/02/2022 03/15/2022 Closed -Finaled Expiration Date: 10/25/2022 IVR Number: 28832 Actual Inspection Type Start Date Checklist Item Inspection No. COMMENTS Inspection Status Primary Inspector BLDG-Building Deficiency Partial pass on restrooms and bar area in walls only. Overhead hard lids and remaining restroom and back of restaurant pending. BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 12/03/2021 BLOG-15 Roof/ReRoof (Patio) 171820-2021 BLDG-31 Underground/Conduit - Wiring BLDG-44 Rough/Ducts/Dampers 12/17/2021 BLDG-22 Sewer/Water Service Checklist Item 171823-2021 171822-2021 173024-2021 COMMENTS BLDG-Building Deficiency 12/22/2021 BLDG-34 Rough Electrical Checklist Item 173185-2021 COMMENTS Partial Pass Tony Alvarado Partial Pass Tony Alvarado Partial Pass Tony Alvarado Passed Peter Dreibelbis Partial Pass Chris Renfro BLDG-Building Deficiency Partial pass rough electrical on hard lids in restroom area and exterior patio dining area. 02/02/2022 BLDG-24 Rough/Topout 175769-2022 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-34 Rough Electrical Checklist Item 175770-2022 COMMENTS BLDG-Building Deficiency 03/15/2022 BLDG-44 Rough/Ducts/Dampers Checklist Item 178317-2022 COMMENTS Passed Chris Renfro Passed Chris Renfro Partial Pass Chris Renfro BLDG-Building Deficiency Hood vent smoke test x 4. OK to fire wrap Monday, May 23, 2022 Reinspection Inspection Passed No Yes Yes Yes Yes Reinspection Incomplete Reinspection Incomplete Reinspection Incomplete Complete Passed No Reinspection Incomplete Passed Yes Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed Yes Page 2 of 7 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2020-0360) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 09/22/2020 Owner: STATE STREET COMMONS LLC Issue Date: 03/03/2021 Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 100 CARLSBAD, CA 92008-1628 Status: Scheduled Date 04/16/2021 09/02/2021 09/03/2021 09/08/2021 09/16/2021 11/18/2021 Closed -Finaled Actual Inspection Type Start Date BLDG-LDE Final Checklist Item BLDG-LOE Final Expiration Date: 10/25/2022 IVR Number: 28832 Inspection No. Inspection Primary Inspector 158964-2021 COMMENTS Status Requested Chris Renfro SITE INSPECTION COMPLETED AND TD~ PLAN IS APPROVED. Reinspection Inspection Complete Passed Yes NOTES Created By TEXT Created Date Jennifer Horodyski PROJECT MUST MEET TOM REQUIREMENl 06/03/2021 04116/2021 09/02/2021 09/03/2021 09/08/2021 PRIOR TO PERMIT BEING FINALED BLDG-LOE Final 155109-2021 Cancelled Chris Renfro Checklist Item COMMENTS BLDG-LOE Final BLDG-21 165675-2021 Failed Chris Renfro Underground/Underflo or Plumbing Checklist Item COMMENTS BLDG-Building Deficiency Underground plumbing not ready failed due to excessive water and mud in trenches. Unable to verify leaks. Call for reinspection when dry BLDG-21 165825-2021 Passed Chris Renfro U nderg round/U nde rflo or Plumbing Checklist Item COMMENTS BLDG-Building Deficiency BLDG-31 165973-2021 Passed Chris Renfro Underground/Conduit - Wiring Checklist Item COMMENTS BLDG-Building Deficiency 09/16/2021 BLDG-11 166559-2021 Partial Pass Chris Renfro Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on SOG rebar visqueen, special inspection for epoxy collected. Need ROW prior to pour 11/18/2021 BLDG-84 Rough Combo(14,24,34,44) 170995-2021 Partial Pass Chris Renfro Reinspection Incomplete Passed No Reinspection Incomplete Passed No Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed Yes Reinspection Incomplete Monday, May 23, 2022 Page 1 of 7 Plan Check Est. Value CBC2D2o-D3(() /b?n, 149.+~ (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 PC Deposit -------- Oa te ___,J.._·...::2.;;...2-c...·_261-0_--=-· __ Job Address 2742 STATE STREET Tenant Name:NICK'S ON STATE Suite: 100{,,A) APN:203-181-19-00 CT/Project#: ______ Lot#: ___ _ Occupancy:_A_-2 ___ Construction Type:_V_B;.._. __ Fire Sprinklers: 0 YES O NO Air Conditioning: 0 YES O NO BRIEF OESCRIPTfON OF WORK: T.I. OF A NEW RESTAURANT IN AN EXISTING QUONSET HUT SHELL BUILDING. IMPROVEMENTS TO INCLUDE NEW WALLS, DOORS, PATIO. PATIO STRUCTURE INFILL. KITCHEN EQUIPMENT, ELECTRICAL, MECHANICAL. PLUMBING ANO STRUCTURAL. D Addition/New: __________ New SF and Use, _________ New SF and Use, _____ Deck SF, Patio Cover SF (not Including flatwork) 12] Tenant Improvement: 3,108 SF, Existing Use _N_A ____ Proposed Use RESTAURAN _____ SF, Existing Use ______ Proposed Use _____ _ D Pool/Spa: _____ SF Addltlonal Gas or Electrical Features? ___________ _ 0 Solar: ___ KW, __ Modules, ___ Mounted, Titt:QYQN, RMA:QYQN, PanelUpgrade:QYQN 0 Plumblng/Mechanlcal/Electrical Only: ______________________ _ D Other: ______________________________ _ APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name:1.e [{v f,{ c,f\rt llo . _ Name: STATE STREET COMMONS, LLC Address: '-{'7 (5-C, Q ft.. .<_f::. ... --• ·· . . Address: _2_65_9_S_TA_T_E_S_T_R_EE_T_#_1_00 _______ _ City: Sa·n -P/£<:q · state:~Zlp: "l'Z--ilS City: CARLSBAD state:~Zlp: _s_2o_o_a __ Phone: ~Jj_ .--1'/'f -!:>-s-5. ;-. _ Phone: 619-840-n21 Email: f,xtii6 d' ,,M#:5: lf./-t1-'Cll:,.~ i1 Emall: -BR_E_N_D_A_N_@_F_A_B_R_IC-IN_V_E_S_TM_E_N_T_S.-C-O_M ____ _ DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: AMY STEINER BAGLEY Name: .;.P_K.;.J...;;C...;;O_N_S_TR_U.;.C_TI_O_N_, _IN_C_. ________ _ Address: 17800 MITCHELL NORTH Address: ..;;2.;.33;_0;_7...;LA_P_AL...;..MA;__A_V_E _________ _ City: IRVINE State:~Zlp: 92614 City: YORBA LINDA State:~Zlp: _s_2a_a_1 ___ _ . Phone: 714-299-5957 . Phone: _7_14-:4_. 5_5_-2_9_9_7 ____________ _ Email: AMY@STEINERSl\JDIOINC.COM Email: PAUL@PKJCONSTRUCTION.COM Architect State License: C 30804 State Ucense: 835873 Bus. Ucense: I O')©i U/~ 3i? ~UC} '. (4.#: 8LOSOO~-W-ll-'Wl-O {Sec. 7031.S Business and Professions Code: Ally City or County which requlm a permit to construct, alter, Improve, demolish or repair any structure, prior to Its Issuance, also requires the applicant for sud! permit lo me a signed stateml!flt that he/she ls licensed pursuant to the provisions of the Contractor's Ucense law {Chapter 9, commending with Section 7000 of Olvtsion 3 of the Business and Professions Code) or that he/she Is exempt therefrom. and the basis for the alleged exemption. Any vlolallon of Section 7031.5 by any applicant for a permltsubjects the appllcantto a civil penalty of not more than ft'le hundred dollars ($5001). I 1635 Faraday Ave Carlsbad, CA 92008 Ph : 760-602-2719 Fax: 760-602-8558 Email: 8uilding@carlsbadca.gov B-1 Page 1 of 2 Rev. 03120 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury~ of the following dedarat/ons: 0 I have and wlll maintain a certificate of consent to self-Insure for workers' compensation prO\/lded by Section 3700 of the labor Code, for the performance of the work which this permit Is Issued. @1 have and wlU 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: Insurance Company Name: STAT!! COMPENSATION INSURANCE FUND Polley No. 0085094 Expiration Date: 111121 ----------□ Certificate of Exemption: I certify that In the perfor of the work for w !ch this permit Is Issued, I shall not employ any person In any manner so as to be come subject to the workers' compensation laws of Callfornla. WA G: Fat e t secure workers compensation coverase Is unlawful, and shall subject an employer to criminal penaltles and dvll fines up to $100,000.00, In addition to the t of compensation, damaps as provided for In Section 3706 of the ubor code, Interest and attorney's fees. ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the fol/owing reason: 0 I, as owner of the property or my employees with wages as their sole compensation, wlll do lhe work and the structure Is not Intended or offered for sale (Sec. 7044, Business and Profenlons Code: The Contractor's U~nse Law does not apply to an owner of property who builds or lmprO\/es thereon, and who does such work hlmself or throuah his own employees, provided that such Improvements are not Intended or offered for sale. If, however, Iha bulldlng or Improvement Is sold within one year of completlon, the owner•bullder will have the burden of proving that he did not bulld or Improve for the purpose of sale). 01, as owner of the property, am excluslvely contracting with llcensed 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 bullds or Improves thereon, and contracts for such projects with contr1ctor(s) licensed pursuant to the Contractor's Ucense law). 0 I am exempt under Section _______ Business and Professions Code for this reason: l . I personally plan to provide the major labor and materials for construction of the proposed property Improvement. Qves ONO 2. I (have/ have not) sf&ned an appllcatlon for a bulldlna permit for the proposed work. 3. I have contracted with the followlng person (firm) to p,ovide the proposed construction (Include name address/ phone/ contractors' lfcense number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (Include name/ address/ phone/ contractors' llcense number): 5. I wlll provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (Include name/ address/ phone/ type of work); OWNER SIGNATURE: 0 AGENT DATE: _____ _ ------------------------ CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there ls a construction lendlna agenc:y for the performance of the work this permit ls Issued (Sec. 3097 (I) 01111 Code). lender's Name: ___________________ lender'sAddren: __________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the appllcant or future bulldlna occupant required to submit a business plan, acutely hazardous materlals reptratlon form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous SUbstance Account Act? I Yes ls the applicant or future bulldlng occupant required to obtain a permit from the air pollution control district or air qualltv management district? Yes / No Is the facility to be con>tructed within 1,000 feet of the outer boundary of a school site? No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that l have read the appllcatlon and state that the above Information Is correct and that the Information on the plans Is accurate. I •gree to comply with all City ordinances and State laws relatlng to bulldlng construction. • I hereby authorize representatlYe of the City of Clrlsbad to enter upon the above mentioned property for Inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY ANO KEEP HARMLESS THE 01Y OF CARLSBAD AGAINST ALL UABIUTIES,JUOGMENTS, COSTS AND EXPENSES WHIOl MAY IN At«WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE Of THE GRANTING OF THIS PERMfT.OSHA: An OSHA permit Is required for eiccavatlons 011er 5'0' deep and demolltlon or mnstructlon of structures over 3 stories In height EXPIRATION: Every pennlt Issued by the BulldlnjJ Offlclal under the provisions of this Code shall expire by Dmltatlon and become null and YOld If the bulldlrg or wort authorized by such permit Is not commenced within 360 days from the date of such pennlt or If the bulldlnjJ or work authonzed by such permit Is suspended or abandoned at any time after theworlc Is commenced for a period of 180days (A82913). APPLICANT SIGNATURE: _A_._m-t'V1-S=-Kqq...;...i....;;~+1-V-----------oATE:&M;;;.;8120;;;.;;.;... ____ _ 1635 Faraday Ave Carlsbad, CA 92008 B-1 ------------~ Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 03/20 RECORD COPY DALTON INSPECTION SERVICES, INC. 960 6th St. Ste. 101-A-163 Nore~ CA 92860 (95 I) 41 S-4341 www.Daltonlnspection.com J~Daltonlnspection.com City of Carlsbad SEP 1 7 2021 BUILDING DIVISION REGJS'I'BRIID IN'SPJl!CTOR'S JW(YRBPORT ra;;g;;:KJ~-na;gr-Tiii:-:-;-71 . . □Otmr.r Tll!BOP-.MMKB ~---sr.m ....u:mas .. '!IMS&IAD DOD!llJS'JDS •-•n omaarr ___ _ ✓• EsG1I DATE: NOV. 10,2020 JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0360 PROJECT ADDRESS: 2742 STATE STREET PROJECT NAME: NICK'S ON STATE -T.I. SET II g/4,PPLICANT 'JURIS. ~ 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 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. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Terry Montello Telephone#: 619-994-5557 Date contactedll I \O\X{b~ ) Email: Permits@Permitsinmotion.com Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE S.E., CASp EsGil Enclosures: 11/02 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ✓• EsG1I DATE: OCT. 12, 2020 JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0360 PROJECT ADDRESS: 2742 STATE STREET PROJECT NAME: NICK'S ON STATE -T.I. SETI D APPLICANT D JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1:8] The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1:8] The applicant's copy of the check list has been sent to: D EsGil staff did not advise the applicant that the plan check has been completed. 1:8] EsGil staff did advise the applicant that the plan check has been completed. Person contacted: AMY STEINER BAGLEY Telephone#: 714-299-5957 Date contacted: (by: ) Mail Telephone Fax In Person 0 REMARKS: By: ALI SADRE S.E., CASp EsGil Email: amy@steinerstudio.com Enclosures: 9/24 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBC2020-0360 SET. I OCT. 12,2020 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0360 PROJECT ADDRESS: 2742 STATE STREET CONSTRUCTION = V-B; STORIES = ONE; HEIGHT = NO CHANGE; OCCUPANCY = A-2 SPRINKLERS= YES; AREA= 3,108 (THIS T.I.); SCOPE= T.I. DATE PLAN RECEIVED BY ESGIL: 9/24 REVIEWED BY: ALI SADRE S.E., CASp FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: OCT. 12,2020 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. GENERAL 1. 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 and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring Df.10. corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. 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. 3. 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?□ Yes □ No CARLSBAD CBC2020-0360 SET: I OCT. 12,2020 PLANS 4. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 5. Note on the cover sheet of the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." 6. Please clarify number of stories shown as one, versus stairs shown on structural plans, etc. I.e., state Building A is one story, but building Bis two, etc. 7. Please demonstrate that the actual areas do not exceed the allowable areas on plans. I.e., indicate on the plans that each building is stand alone and building "A" actual versus allowable areas are withing the permitted limits. Table 506.2. 8. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-16 Section 13.5.6.2.2 as follows: a. The width of the perimeter supporting closure angle or channel shall be not less than 2.0 in. unless qualified perimeter supporting clips are used. Update the notes on detail 3/AS.01. b. Closure angles or channels shall be screwed or otherwise positively attached to wall studs or other supporting structures. Perimeter supporting clips shall be qualified in accordance with approved test criteria per Section 13.2.5. c. Perimeter supporting clips shall be attached to supporting closure angle or channel with a minimum of two screws per clip and shall be installed around the entire ceiling perimeter. d. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle, channel, or perimeter supporting clip. The other end of the ceiling gird in each horizontal direction shall have a minimum 0. 75-in clearance from the wall and shall rest upon and be free to slide on a closure angle, channel, or perimeter supporting clip. e. Ceiling areas over 2500 ft.' must have seismic separation joints or full height partitions. f. Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 9. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1010.1.9. In lieu of the above, in a Group B or S occupancies (or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." This sign age is only allowed at the main exit. Sec. 1010.1.9.4. Observe that only one double door is considered the main exit and not all others. Sheet A-1. Add the required panic hardware to all others on Sheet A-1. 10. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1010.1.10. CARLSBAD CBC2020-0360 SET I OCT. 12,2020 11. All doors within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1010.1.10 and 1010.2. 12. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1010 (width, swing, hardware, etc.). Section 1010.1. FIRE BARRIERS & RATED CONSTRUCTION 13. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Section 508.4.2. 14. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in CBC Section 714." 15. A one-hour fire barrier separation is required between the A2 occupancy and the others. Table 508.4. 16. Provide details on the plans for the fire-resistive construction. Include wall assemblies, column, and beam assemblies, etc., as required. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). 17. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 717. 18. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 714.4.2. ACCESSIBILITY 19. Revise detail to show compliance with CBC, Sec. 11B-705.1.1.3, specifically the color of the detectable warnings to be yellow. Federal Standard 595C, FS 33538. Detail 19/AS-1. 20. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. Section 11 B-502.8.2. The sign shall be 217" x 22" with lettering not s1" in height. The required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or SPECIAL license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at _______ or by telephoning ______ " The word Special is left out of the sign verbiage. See detail 9/AS-1. 21. Please dimension 29" clearance below the lip of the lavatory on detail 13/A401. Sec. 1127 A.3 & Fig. 11A-9D. [Depict the tapered 27" to 29" slope under the lavatory]. This applies to the common areas. Sheets A-4 & A-4. 1, revise the affected details to match 3/A-4.1. CARLSBAD CBC2020-0360 SET: I OCT. 12,2020 22. The sanitary napkin disposal unit shall be between the rear wall and the toilet paper dispenser. Sec. 11 B-604.7.2. Revise details 8 & 14/A-4. 23. Please observe that geometric signs on the restrooms do not require text. Sec. 11 B- 703.7.2.6. However, if text is provided, then Braille shall be below the corresponding text on the geometric signs as well. Section 11 B-703.3.2. 24. The highes.t and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" for forward approach (or within 54" but not lower than 9" if side approached). Electrical & communication system receptacles on walls shall be mounted no less than 15" above the floor. Section 11 B-308. 25. Health and safety code regarding baby changing stations: Government Code Section 50535. Occupant load is over 60. 26. The handle or strap to open the folding type baby changing table shall be within reach ranges. When the table is folded down, the changing surface shall have knee and toe clearances and shall be no higher than 34" above the floor & no lower than 27". Please dimension this on the plans, as required. Sec. 11 B-306 & 11 B-308. NON-RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for commercial construction must be included on your plans. The following Green Building Standards apply to newly constructed buildings, along with nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements/ with a value of $200,000 or more. CGC 101.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Update the notes starting on Sheet T-2: what is provided is from 2016 GBC: 27. Electric Vehicle Charging: If the newly constructed building includes a parking design of 10 or more spaces compliance with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability (amperes and location) and signage. a) Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B- 228.3. 28. !f electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B- 812.5. 29. Bicycle parking. Short term and Long Term: Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. 30. Low-emitting, fuel-efficient and carpool/van pool parking. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details for the parking must be submitted and approved by Planning Department. 31. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 15.1068. CARLSBAD CBC2020-0360 SET I OCT. 12,2020 32. Moisture control. Note on the plans that landscape irrigation systems shall be designed to prevent spray on structures. Exterior entries subject to foot traffic or wind-driven rain shall be designed to prevent water intrusion into the building. CGC Section 5.407.2.2.1. 33. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 34. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled and/or salvaged. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.14. 35. Waste reduction. Note on the plans that 100% of trees, stumps, rocks, and associated vegetation and soils primarily from the construction will be reused or recycled. CGC 5.408.3. 36. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 37. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 38. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 39. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products CGC 5.504.4. 40. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 41. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 42. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. 43. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: a) Within the 65 CNEL noise-contour of a freeway, railroad, or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. b) Within the 65 CNEL noise-contour of an airport. 44. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CF C's or Halons, per CGC 5.508.1. 45. Indoor water use. For new buildings, show on the site utility plan separate sub-meters per CGC Section 5.303.1 for the following: (a) Each leased or owned space that consumes more than 100 gal/day (b) Tenant spaces containing laundry, cleaners, restaurant, medical/dental office, laboratory or beauty/barber shops. CARLSBAD CBC2020-0360 SET I OCT. 12,2020 46. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. MAXIMUM FIXTURE FLOW RA TES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall mounted) 0 125 gallons/flush Urinals (floor mounted) 0.5 gallons/flush Lavatory faucets-nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @60 psi Metering faucets 0.2 gallons/cycle 47. Outdoor water use. Note on the plans that a water budget shall be developed for landscape irrigation use that conforms to Section 5.304. 48. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. STRUCTURAL 49. Where is detail 12/S1 .2, as called out on detail 7/S1 .2? 50. The City Policy requires that their Special Inspection Agreement Form be completed for this project at back-check. This Form is available at the building department. MISCELLANEOUS 51. Please show how the City's Climate Action Plan provisions are complying. Form B-50 shall be completed (legibly) & imprinted on the cover sheet of the plans. City Policy. 52. Please see attached for P/M/E items. 53. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE S.E., CASp at EsGil. Thank you. ELECTRICAL COMMENTS PLAN REVIEWER: Scott Humphrey ARCHITECTURAL PME ITEMS 54. Electric Vehicle Charging (California Green Building Standards): If the newly constructed building includes a parking design of 10 or more spaces compliance with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability (amperes and location) and signage. CARLSBAD CBC2020-0360 SET I OCT. 12,2020 a. Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B-228.3. 55. If electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B-812.5. ELECTRICAL (2019 CALIFORNIA ELECTRICAL CODE) 56. Please confirm that Emergency illumination is installed in electrical equipment room. Please provide. CBC 1008.3.3 CEC 700.16 57. Please confirm that at least (1) convenience receptacle outlet is installed within 25Ft., of the electrical service. CEC 210.64 58. 210.8(B) At other than dwelling units, all single-phase receptacles rated 150 volts to ground or less, 50 amperes or less, and three phase receptacles rated 150 volts to ground or less, 100 amperes or less, installed in the following locations shall have GFCI protection: a) Kitchens. b) Within 6 Ft. of a sink. c) Indoor wet locations: i) This is regarding the entire kitchen area and bar area. The kitchen coordination notes (#7) on sheet E2.1 regarding GFCI references is stated incorrectly. ii) Please place these GFCI locations on the PNL schedules and equipment schedule. 59. 406.12, all 15 and 20-ampere 125v and 250 volts (nonlocking type receptacles) in areas listed below shall be a listed Tamper Resistant receptacle": a) Subset of assembly occupancies described in 518.2: i) Drinking & dining facilities. ii) Restaurants. a) This includes all sit-down areas and restrooms -not just the bar area. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Scott Humphrey 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. CARLSBAD CBC2020-0360 SET I OCT. 12,2020 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2019 CALIFORNIA PLUMBING CODE) 60. Several of the tables on sheet P3.1 state CPC 2016. Please update these to state CPC 2019. 61. Metering lavatories faucets can deliver a max of 0.2 gallons per cycle. Please specify this within the fixture schedule. CPC 407.2.4 62. On sheet P2.2, clearly distinguish the sanitary waste lines from the grease waste lines. NOTE: A complete review of what fixtures drain into the lines upon addressing this comment. 63. Cleanouts are required to be installed above (not below) all urinals. Please correct the riser diagram on sheet P4.1. CPC 707.4 64. Please provide a note to the waste floor plan stating to see sheet P4.1 for the sizes of all waste and vent lines. 65. Please review CPC Table 703.2 footnote #6. The total permitted horizontal length of any vent cannot exceed 1/3 of the total outlined within CPC Table 703.2. (ex: 2" vent= 120' ; 120' x 1/3 = 40' & 1 ½"vent= 60'; 60' x 1/3 = 20'). Please upsize all 2" vents that horizontally extend more than 40' and upsize all 1 ½" vents that horizontally extend more than 20'. 66. The plans show x2 restrooms significantly smaller than the rest. It appears the provided spaces are not big enough. Please address. 67. Clearly specify if a storm drainage design will be provided with this permit. If not, please remove the storm water drainage sizing table and roof drain detail. 68. Please provide a note to the water floor plan stating to see sheet P4.2 for the sizes of all water lines. 69. For all water closets, urinals, and quick stopping fixtures within the kitchen areas, please show the required water hammer arrestor within the water supply plumbing plans. 70. Please state in the plans that all domestic (i.e. potable) hot water piping will have a minimum insulation for the following pipe sizes: ½" pipe (½" insulation); ¾" pipe (1" insulation); 1"-1 ½" pipes (1 ½" insulation); 2" pipes are larger (2" insulation). CPC 609.11 & ES 150.0U) 71. Per City of Carlsbad, new buildings are required to comply with the Carlsbad Climate Action Plan. Regarding the water heating design, please either provide a heat pump water heater, electric resistance water heater or solar water-heating system. CARLSBAD CBC2020-0360 SET I OCT. 12,2020 72. Detail the gas regulator requirements: (1) An accessible shut-off valve installed prior to the regulator and (2) vented to the exterior. CPC 1208.7.5(1) & 1210.11 73. Please note a complete review of the gas sizing design will be conducted upon addressing comment #70 above (i.e. dealing with the water heater design). 74. Provide the following information concerning the water heater: • Show P & T valve for each water heater and detail the drain routing an approved location within the plumbing roof plan. It may not be installed upwards from the valve. CPC 608.5 • Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. CPC 507.2 • For the tankless water heaters, please show the required hose bibbs on the cold-water inlet and hot water outlet side of the water heater (i.e. this comment only applies if the City of Carlsbad allows the gas tankless water heaters). Energy Code 110.3.(c). 7 75. For the hot water recirculating loop system, please detail the following: • The installation of an air release valve on the inlet side of the recirculation pump, within 4' of the pump. • A check valve is required between the recirculating pump and the water heating equipment to prevent the hot water from flowing backwards through the recirculation loop. Energy Code 110 3.(c).5.A • A check valve is required on the cold-water supply line between the hot water system and the next closest tee on the cold-water supply line per Energy Code 110.3.(c).5.F (See CPC 608.3 for expansion tank requirements.) • Show the required hose bibb installed between the water heater and isolation valve (after the recirculation pump) per Energy Code 110.3.(c).5.C • Show the required pump isolation valves (both on the inlet and outlet side) for the recirculation pump per Energy Code 110.3.(c).5.D MECHANICAL (2019 CALIFORNIA MECHANICAL CODE) 76. No gas supply design of venting is shown for the fireplace. Please provide. Make sure to specify the manufacturer's clearance specifications within the details. 77. An exhaust fan required for each bathroom. The x2 small restrooms are missing the required exhaust system. Please correct. 78. Please show compliance with CMG 603.4.1 & 603.5 for length limitations for factory made flexible air ducts: (1) Cannot be greater than 5' in length, (2) cannot be used as a replacement of rigid elbows (i.e. only an elbow connect to a terminal device/ register is acceptable), (3) sag between supports hangers shall not exceed ½" per foot of support spacing, and (4) the elbow connection to the terminal device/ register is required to have a bend not radius be less than one duct diameter. 79. All mechanical ventilated units are required to have at minimum a MERV-13 filter within the outside air/return air duct. Please address. CMG 401.2 CARLSBAD CBC2020-0360 SET I OCT. 12,2020 80. For the walk in cooler/freezer (separate calculations), please provide calculations that show compliance with CMC 1104.2 "Refrigerant Concentration Limit" for the worst-case concentration/area scenario (i.e. please see CMC Table 1102.3 for allowable quantities). 81. Show the location of stop valve on this refrigeration system containing more than 6.6 pounds of refrigerant in compliance with CMC 1110.1. 82. For KEF-2, the type II termination must be directed away from the roof parapet and with a 40" clearance. Please address. CMC 519.5 83. Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. CMC 515.1.1.3. 84. Complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, Part II are required. Please address the following: • If not installed interior of an enclosure, then provide a section detail for the hood showing the relative dimensioned locations for the hood, duct, ceiling, and overhead construction framing of the floor or ceiling detailing minimum clearances. Be sure to describe the construction materials (combustible, limited combustible or non- combustible) used adjacent to the hood and duct. CMC 507.3. • Describe the wall construction behind the hood in detail. If combustible, provide the hood installation instructions allowing installation adjacent to combustibles or include detailing of the clearance reduction design on the plans' 507.3 NOTE: Fire rated gypsum board on board studs is still considered a combustible material per CMC Chapter 2. • Detail the slope (1/4"/foot/minimum) on the horizontal grease duct back towards the hood. CMC 510.1.3 • A 5' clearance from combustible portions of the roof are required from grease fan terminations. Please address. 85. Regarding required cleanouts for horizontal and vertical grease ducts, please address the following items per CMC 510.3.3: • Please show a cleanout out at any change in direction for all horizontal grease ducts. • Horizontal ducts require at least one 20" X 20" opening for personnel entry. Please address. Note: If access sizing (20" X 20") is not possible, cleanouts are required to be installed every 12'. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at creuss@esgil.com. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT CARLSBAD CBC2020-0360 SET I OCT. 12,2020 \ [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE S.E., CASp BUILDING ADDRESS: 2742 STATE STREET BUILDING OCCUPANCY: A-2; V-B/SPR. PLAN CHECK#.: CBC2020-0360 DATE: OCT. 12, 2020 Bl.lLDING AREA PORTION (Sq.Ft.) T.I. Air Comitioring Fire Sprinklers TOTAL VALUE Jurisdiction code CB 1997 UBC Buildin Permit Fee g I 1997 UBC Plan Ch<ek Fee I :: II:· ... Valuation ~ier By Ordinance Type of Review: P Complete Review r Repetitive Fee ~ I~ Repeats r Other r Hourly EBGilFee Comments: Reg. VALUE ($) Mod. 201,150 r Structural Only f------1] Hr. @ • Sheet 1 of 1 UPERIOR TEST & BALANCE TEST AND BALANCE REPORT PROJECT: NICK1S LOCATION: 2742 ■TATE STREET, SUITE 1 DD, CARLSBAD, CA 92008 REPORT DATE: APRIL 7, 2022 CONTRACTOR: COMMERCIAL AIR SDLUTIDNB ARCHITECT: STEINER STUDIO ENGINEER: LINWDDD ENmlNEERINm, INc. ::, tlJ JAMES CONBOY CERTIFICATION 3504 Exp. 3131124 \ Cenific ,. 0 ... --~~-· James Conboy TABB S14>9Mwr Tll10U607S March31,2023 861 E LEADORA AVENUE, GLENDORA CA 91741 TEL: 626.771.1012 SITE: WWW,SUPERIORTAB.COM EMAIL: SUPERIORTAB@GMAIL,COM INSTRUMENTATION: DIGITAL MAN □METER FL □WH □□D TACH □METER SH □RTRIDGE ADM·B60C SH □RTRIDGE DIGITAL FL□WH □□D EXTECH 461 B91 DIGITAL V □L T•AMP METER R □TATING VANE ANEMOMETER THERM □METER FLUKE 322 EXTECH AN 3 1 0 FLUKE 5211 DESCRIPTION CF TERMS: AK- ATM- CD- CE- CFM· CR· DD- FH- FLA- FPM- FR- FRR- GPM- HP- LD- LR· N/A· NL· NVL- □SA PSIG- PSP· RPM- SF- SP· SWE- SWR· sws- TP- VEL· f1p. FREE AREA □F" REGISTER, IN SQUARE F"EET ATM □SPHERIC PRESSURE CEILING DIF"F"USER, SUPPLY CEILING REGISTER, EXHAUST CUBIC FEET PER MINUTE CEILING REGISTER, RETURN DIRECT DRIVE M □T□R READINGS TAKEN WITH FL□WH □□D, N □ AK F"ACT□R FULL L□AD, AMPERAGE FEET PER MINUTE FL□□R REGISTER, SUPPLY FL□□R REGISTER, RETURN GALL □NS PER MINUTE H □RSE P□WER LINEAR DIFFUSER, SUPPLY LINEAR REGISTER, RETURN N □T AVAILABLE □R NOT APPLICABLE NOT LISTED N □ VALID L □CATl □N OUTSIDE AIR POUNDS PER SQUARE INCH, READ BY GAUGE PERF"□RATED SUPPLY PLENUM REV□LUTl □NS PER MINUTE SERVICE FACT □R, AMPERAGE STATIC PRESSURE, IN INCHES □F" WATER SIDE-WALL REGISTER, EXHAUST SIDE·WALL REGISTER, RETURN SIDE·WALL REGISTER, SUPPLY THERMALLY PR□TECTED, AMPERAGE RELATED RATING VEL □CITY (FEET PER MINUTE) DIF"F"ERENTIAL PRESSURE !INCHES □F WATER □R PSI! Fan Test Report Project: Nick's 2742 State Street, Suite 100, Carlsbad, CA 92008 EQUIPMENT DATA EQUIPMENT DATA EQUIPMENT DATA Unit Name El PHP-1 El PHP-2 Location / Area Served Roof Back of House Roof Dlnina Manufacturer/ Model Carrier 50HCQD0BA2A5A0A0G0 Carrier 50HCQD08A2A5A0A0G0 Serial Number 0820P91671 1320P40720 Motor Make Marathon Marathon Motor HP / RPM / Frame 2.4 1670 56HZ 2.4 1670 56HZ Volts / Phase / Hertz 208 3 60 208 3 60 F.L. Amos/ S.F. 6.7 1.15 6.7 1.15 Motor Sheave Diam./Bore VL44 x 5/8" VL44 x 5/8" Fan Sheave Diam./Bore AFD74x 1" AFD74 x 1" Belt Size / # of Belts A48 1 A48 1 Sheave Closed % 10% 20% Sheaves Center to Center 16 1/2" 16 5/8" TEST DATA DESIGN ACTUAL DESIGN% DESIGN ACTUAL DESIGN% DESIGN ACTUAL DESIGN% Total Fan Airflow 3000 NVL . 3000 NVL . Total Outlet Airflow 3000 3089 103% 3000 3095 103% Return Airflow 2200 2222 101% 2200 2216 101% Minimum Outside Air 800 867 108% 800 879 110% S.P. Sunnlv / Return 0.39"/0.64" 0.43"/0.70" External S.P. . 1.03" . 1.13" Total S.P. . 1.30" . 1.43" Fan Soeed (RPM) . 824 . . 831 . Voltaae 208 204/204/203 208 204/203/202 Amoeraae T1/T2/T3 6.7 6.5/6.5/6.4 6.7 6. 7/6.6/6.5 NOTES: 1 Exhaust Fan & Make-Up Air Fan Test Report Project: Nick's 2742 State Street, Suite 100, Carlsbad, CA 92008 EQUIPMENT DATA EQUIPMENT DATA EQUIPMENT DATA Unit Name MAU-1 KEF-1 KEF-2 Location / Area Served Roof Hoods 1, 2, 3 Roof Hoods 1, 2, 3 Roof Dish Machine Manufacturer/ Model CaptlveAlre A3-24D CaptlveAire USBl30DD-RM CaptlveAlre DU33HFA Motor Make Teco Westinahouse Teco Westinahouse Telco Green Motor HP/ RPM I Frame 5 1740 184T 5 1170 215T 113 1800 48 Volts / Phase/ Hertz 208 3 60 208 3 60 115 1 60 F.L. Amos I S.F. 14.5 1 15.6 1 4.3 TP Motor Sheave Diam./Bore Direct Drive Direct Drive Direct Drive Fan Sheave Diam./Bore Direct Drive Direct Drive Direct Drive Belt Size I # of Belts Direct Drive Direct Drive Direct Drive Sheave Closed % Direct Drive Direct Drive Direct Drive Sheaves Center to Center Direct Drive Direct Drive Direct Drive TEST DATA DESIGN ACTUAL DESIGN% DESIGN ACTUAL DESIGN% DESIGN ACTUAL DESIGN% Total Fan Airflow (CFMl 4900 NVL -5775 NVL -600 NVL - Total Inlet Airflow (CFM\ 4900 5083 104% 5775 6011 104% 600 629 105% S.P. Discharoe / Suction Atmos./NA NA/NA NA/NA Total Static Pressure 0.73" NA 1.4" NA 0.55" NA Fan S=ed /RPM) -35.9 Hz --43.5 Hz --1166 - Voltaae 208 2031202/202 208 204/203/202 115 118 Amnerage T1/T2/T3 14.5 9.2/9.0/8.9 15.6 13.4113.1/12.9 4.3 1.7 NOTES: 2 Air Distribution Test Report Project: Nick's 2742 State Street, Suite 100, Carlsbad, CA 92008 SYSTEM NAME/ OUTLET DESIGN PRELIMINARY FINAL %of Note AREA SERVED # TYPE SIZE AK YEL FLOW YEL FLOW YEL FLOW DESIGN # (E) PHP-1 Pick-Up 1 sws 10" X 6" 0.417 480 200 612 255 478 199 100% Pick-Up 2 sws 10" X 6" 0.417 480 200 661 276 492 205 103% Dishwash 3 CD 24" X 24" FH -200 -270 -219 110% Prep 4 CD 24" X 24" FH -150 -172 -157 105% Dry Storaqe 5 CD 24" X 24" FH -200 -239 -207 104% Manager 6 CD 24" X 24" FH -50 -56 -50 100% Beveraqe 7 CD 24" X 24" FH -150 -117 -154 103% Hoods 3 8 PSP 157'' X 6" 5.222 178 928 182 950 188 982 106% Hoods 2 9 PSP 64" X 6" 2.075 181 376 163 338 170 353 94% Hood 1 10 PSP 94" X 6" 3.113 177 550 174 542 181 563 102% 3004 -3215 -3089 103% Outside Air OSA Intake 34" X 16.25" 3.837 208 800 144 553 226 867 108% NOTES: 1 2 Notes correspond to 3 Note# above. 4 3 Air Distribution Test Report Project: Nick's 2742 State Street, Suite 100, Carlsbad, CA 92008 SYSTEM NAME I OUTLET DESIGN PREUMINARY FINAL % of Note AREA SERVED # TYPE SIZE AK VEL FLOW VEL FLOW VEL FLOW DESIGN # (E) PHP-2 Dinino 1 sws 18" X 12" 1.5 267 400 304 456 272 408 102% DininQ 2 sws 18" X 12" 1.5 100 150 262 393 104 156 104% Dining 3 sws 18" X 12" 1.5 267 400 241 362 266 399 100% Dinino 4 sws 18" X 12" 1.5 100 150 268 402 109 164 109% Dining 5 sws 18"x 10" 1.25 320 400 221 276 336 420 105% Dining 6 sws 18"x10" 1.25 120 150 204 255 120 150 100% DininQ 7 sws 18" X 10" 1.25 320 400 236 295 344 430 108% Dining 8 sws 18" X 10" 1.25 120 150 252 315 131 164 109% Dining 9 sws 18"x 10" 1.25 320 400 201 251 309 386 97% Dining 10 sws 18" X 10" 1.25 320 400 196 245 335 419 105% 3000 -3250 -3095 103% Outside Air OSA Intake 34" X 16.25" 3.837 208 800 144 553 229 879 110% NOTES: 1 2 Notes correspond to 3 Note# above. 4 4 Air Distribution Test Report Project: Nick's ' ' ' 2742 State Street Suite 100 Carlsbad CA 92008 SYSTEM NAME / OUTLET DESIGN PRELIMINARY FINAL % of Note AREA SERVED # TYPE SIZE AK VEL FLOW VEL FLOW VEL FLOW DESIGN # MAU-1 Hood 1 1 PSP 94" X 12" 6.225 177 1100 188 1170 106% Hood 3 2 PSP 64" X 16" 6 183 1100 194 1164 106% Hood 2 3 PSP 157" X 16" 15.1 179 2700 182 2748 102% 4900 -5083 104% KEF-1 Hood 1 1 Shaft 12" X 10" 0.8333 1560 1300 1676 1397 107% Hood 3 2 Shaft 14" X 10" 0.972 1543 1500 1594 1549 103% Hood 3 3 Shaft 14" X 10" 0.972 1543 1500 1595 1550 103% Hood 2 4 Shaft 14" X 10" 0.972 1517 1475 1559 1515 103% 5775 -6011 104% Hood 1 1 Filter 16" X 20" 2.076 --142 295 - Hood 1 2 Filter 16" X 20" 2.076 --149 309 - Hood 1 3 Filter 16" X 20" 2.076 --136 282 - Hood 1 4 Filter 16" X 20" 2.076 --124 257 - Hood 1 5 Filter 16" X 20" 2.076 --122 253 - Hood 3 6 Filter 16" X 20" 2.076 --185 384 - Hood 3 7 Filter 16" X 20" 2.076 --188 390 - Hood 3 8 Filter 16" X 20" 2.076 --188 390 - Hood 3 9 Filter 16" X 20" 2.076 --169 351 - NOTES: 1 2 Notes correspond to 3 Note# above. 4 5 Air Distribution Test Report Project: Nick's 2742 State Street, Suite 100, Carlsbad, CA 92008 SYSTEM NAME / OUTLET DESIGN PRELIMINARY FINAL % of Note AREA SERVED # TYPE SIZE AK VEL FLOW VEL FLOW VEL FLOW DESIGN # KEF-1(Conl) Hood 2 1 Filter 16" X 20" 2.076 --127 264 - Hood 2 2 Filter 16" X 20" 2.076 --116 241 - Hood 2 3 Filter 16" X 20" 2.076 --140 291 - Hood 2 4 Filter 16" X 20" 2.076 --150 311 - Hood 2 5 Filter 16" X 20" 2.076 --149 309 - Hood 2 6 Filter 16" X 20" 2.076 --146 303 - Hood 2 7 Filter 16" X 20" 2.076 --152 316 - Hood 2 8 Filter 16" X 20" 2.076 --169 351 - Hood 2 9 Filter 16" X 20" 2.076 --165 343 - Hood 2 10 Filter 16" X 20" 2.076 --179 372 - 5775 -6011 104% KEF-2 Dish Machine 1 Duct 12" Round 0.785 764 600 801 629 105% EF-1 Restroom 121 1 CE 11" X 9" FH -98 -106 108% EF-2 Restroom 118 1 CE 11" X 9" FH -130 -134 103% EF-2 Restroom 112 1 CE 11" X 9" FH -130 -136 105% EF-3 Lavatorv 116 1 CE 11" X 9" FH -50 -53 106% EF-3 Lavatory 113 1 CE 11" X 9" FH -50 -51 102% NOTES: 1 2 Notes correspond to 3 Note# above. 4 6 EST.1945 Project For: . Steiner Studio 17800 Mitchell North Irvine, CA 92614 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Cover Structural Calculations For Nick's Carlsbad 2752 State St., Suite 100 Carlsbad, CA 92008 City Submittal 09/16/2020 BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES SHEET NO. DATE 9/15/2020 ENGINEER D.German RECEIVED SEP 2 1: 2020 CITY OF CA <L ~BAD BUILDING UI ✓ISION >-t--0 PROJECT Nick's Carlsbad SHEET NO. PROJECT NO. S20-0049 DATE 9/16/2020 ITEM Table of Contents ENGINEER D.German EST.1945 Table of Contents Section Page(s) Cover 1 Table of Contents 2 Local Hazards Information 3-5 Load Sheet 6 Outdoor Canopy Cales 7 -10 Fauz Beam Connection Cales 11 -12 PHP#1 & 2 Layout 13 PHP#1 & 2 Seismic Coefficient 14 PHP#1 & 2 Wind Load 15 PHP#1 & 2 Anchorage 16 -17 Walk-In Cooler Cales 18 -23 Appendix 24 Cutsheets 25 -29 BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Hazards EST.1945 L\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: 2752 Stale St, Carlsbad, CA 92008, USA 33, 1617843. -117,3501939 45 ft 2020-04-10T17:56:17,9142 Hazard Type: Wind ASCE 7•16 ASCE 7-10 MRI tO-Year 67 mph MRI 10-Year MRI 25-Year 72 mph MRI 25-Year MRI 50-Year 77 mph MRI 50-Yoar MRI 100-Year 82 mph MRI 100-Year Risk Category I 89 mph Risk Category I Risk Category II 96 mph Risk Category II :atalina Island Essentlel ish Hablt9t Go gle 72 mph 79 mph 85 mph 91 mph 100 mph 110 mph SHEET NO. DATE 9/15/2020 ENGINEER D.German Temecula 0 45ft ' ijJ Cleveland •:•• National Forest .. Anza Bor Carlsbad 0ese1 State P San Dlenn o Map data C2020 Google, INEGI ASCE 7-05 ASCE 7-05 Wind Speed 85 mph Risk Category 111 102 mph Risk Category HJ.IV 115 mph Risk Category IV 107 mph The results indicated here DO NOT reflect any stale or local amendments to the values or any delmea/Jon Imes made dunng the bu,/dmg code adoptron process. Users should confrrm any output obtained from thrs tool with the local Authonty Having Junsdrctron before proceedrng wrth design Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer, Per ASCE 7, islands and coastal areas outside the last contour sho~ use the last wind speed contour of the coastal area -in some cases, this website wil extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For quenes near wino-borne debris region boundaries, the resulting determination Is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debns region, Mountainous terrain, gorges. ocean promontories, and special wind regions shal be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and ots sponsors and contributOf'S assume no responsibility or liabi ity for its accuracy, The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals, ATC does not intend that the use of this information replace the sound judgment of such competent profe5Slonals, having experience and knowledge in the field of practice, nor to substitute for the standard of ca.re required of such professionals in interpreting end applying the results of the report provided by this website, Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for bu~ding code approval and interpretabon for the bulding site described by latitudeilongitude locabon in the report. BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 3 of 29 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Hazards EST.1945 £.\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: 2752 State St, Cartsbad, CA 92008, USA 33, 1617843, -117,3501939 45 ft 2020-04-10T17:57:12, 10SZ Seismic :atallna Island Essentlel lsh Habitat. SHEET NO. DATE 9/15/2020 ENGINEER D.German Temecula 0 45ft W ,.,. Carlsbad Cleveland National Forest LO"'"'• Anza Bo, Dese1 State P Reference Document: ASCE7-16 Go gle --------San Dlenn o Map data IC>2020 Google, INEGI Risk Category: Site Class: II 0-default Basic Parameters Name Value Description Ss 1,081 MC~ ground motion (penod=0,2s) s, 0,391 MC~ ground motion (period=1,0s) SMs 1,298 Site-modified spectral acceleration value Su, • nul Site-modified spectral acceleration value Sos 0,865 Numeric seismic design value at 0,2s SA So1 • nul Numeric seismic design value at 1,0s SA • See Section 11.4.8 •Additional Information Name Value Description soc • nul Seismic design category Fa 1,2 Site amplification factor at 0,2s Fv • nul Site amplification factor at 1 ,Os CRs 0,894 Coefficient of risk (0,2s) CR1 0,905 Coefficient of risk (1,0s) PGA 0.477. MCEG peak ground acceleration FPGA 1,2 Site amp5ficabon factor at PGA PGAM 0,573 Site modified peak ground acceleration TL 8 Long-period transition penod (s) SsRT 1,081 Probabibtic risk4argeted ground motion (0,2s) SsUH 1,209 Factored uniform-hazard spectral acceleration (2% probability of BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 4 of 29 EST.1945 SsD S1RT S1UH S10 PGAd 1,5 0,391 0,432 0,6 0,587 • See Section 11,4 ,8 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Hazards exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk4argeted ground motion (1,0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1.0s) Factored deterministic acceleration value (PGA) SHEET NO. DATE 9/15/2020 ENGINEER D.German The results indicated here DO NOT reflect any state or local amendments lo the values or any delineation Imes made during the building code adoption process. Users s/lould confirm any output obtemad from this tool with the local Authority Having Jurisdiction before proceeding with das,gn Disclaimer Hazard loads are provided by the u.s. Geological Survey Sejsmjc Qesjgn Web Secvices While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liab~ity for its accuracy, The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suilability and applicabi~ty by engineers or other licensed professionals, ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website, Users of the information from this website assume all liab~ity arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the bulding site described by latitudeilongitude locabon in the report. BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 5 of 29 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Load Sheet EST.1945 Dead Load Roof Mtl Deck / Seam Roofing Sheathing Framing Insulation Mech./Misc. Live Load Roof Occupancy or Use SHEET NO. DATE 09/15/2020 ENGINEER D.German D= Roof -Ordinary flat, pitched, and curved roofs Live Load Reduction Tributary Area, A1 (sf) Inches of Rise Per Foot, F (in) R1 R2 BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS L -,- LOS ANGELES NEWPORT BEACH Purlin 24 0 1.00 1.00 20 3.0 2.5 5.0 1.0 1.0 12.5 Lo 20 Girder 144 0 1.00 1.00 20 (psf) (psf) (psf) Page 6 of 29 PROJECT Nick's Carlsbad SHEET NO. PROJECT NO. S20-0049 DATE 9/15/2020 ITEM Layout ENGINEER D.German EST.1945 I ~I BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 7 of 29 -Project Name: S20-0049 Model: Wind Module-1 Cod.e: ASCE 7-16 WIND LOAD -ASCE 7-16 95 mph, Exposure C, Mean Roof Height= 15.0 ft Kzi at Base= 1 Kd = 0.85 , Roof Slope 0.0 degrees Open Building, GCpi = 0 Page 1 of 1 Date: 09/16/2020 Simpson Strong-Tie® CFS Designer™ 3.4.2.0 (Wind Loads Shown are for Alternate Basic Load Combinations Using Allowable Stress Design and are Multiplied by a Factor of 0.6 to convert to ASD) WALL COMPONENTS AND CLADDING per ASCE7-16 Figure 30.3-1 Tributary Area (ft2) 10 ft2 200 ft2 500 ft2 Height z (ft) 0 -15 GCp by Zone Zone 4 (+/-) Zone 5 (+/-) 0.90/-0.99 0.90/-1.26 0.69/-0.78 0.69/-0.85 0.63/-0.72 0.63/-0.72 Kz Kzt Ke qz (psf) 0.85 1.00 1.00 16.67 Tributary Area (ft2) 10 200 500 Wind Pressures (psf) by Zone 0 Windward (4,5) Leeward (4) Leeward (5) 9.6 -9.9 -1 2.6 9.6 -9.6 -9.6 9.6 -9.6 -9.6 ROOF COMPONENTS AND CLADDING -MONOSLOPE ROOF ASCE7-16 Figure 30.3-5A Kh = 0.85; Kzt at roof= 1.00; Ke = 1.00; qh = 16.67 psf Positive Pressure, p (psf) Negative Pressure, p (psf) A=10 A=100 A=10 A=100 Zone GCp p GCp p GCp p GCp p 1 0.30 9.60 0.20 9.60 -1 .10 -11 .00 -1 .10 -11 .00 2 0.30 9.60 0.20 9.60 -1.30 -13.00 -1 .20 -12.00 3 0.30 9.60 0.20 9.60 -1 .80 -18.00 -1.20 -12.00 2' 0.30 9.60 0.20 9.60 -1.60 -16.00 -1 .50 -15.00 3' 0.30 9.60 0.20 9.60 -2.60 -26.01 -1.60 -16.00 SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com Page 8 of 29 Project Name: S20-0049 Model: Rafter-1 Code: 2012 NASPEC [AISI S100-2012] Page 1 of 2 Date: 09/16/2020 Simpson Strong-Tie® CFS Designer™ 3.4.2.0 Slope 11"B I degrees ..:J R2 114 ft 1 oft Section: 800S162-54 (33 ksi) Single C Stud Fy = 33 ksi Maxo= 2196.3 Ft-Lb Moment of lntertia, I= 5.702 in"4 Va = 2091.3 lb Rafter Spacing = 16 in Rafter Slope = 1 degrees Flexural Bracing, Main Span : Mid-Pt Distortional Buckling K-phi : 0 lb-in/in Load Cases Dead Load (psf) Live Load (psf) Snow Load (psf) Outward Wind Load (psf) Inward Wind Load (psf) Load Combinations LC Number D Lr 1 1 2 0 3 0 4 1 0.75 5 1 0 6 0.6 0 . Reactions Vertical Max Rxn Load Min Rxn (lb) Comb. (lb) R1 385.00 5 -149.25 R2 385.04 5 -149.39 SIMPSON STRONG-TIE COMPANY INC. Span 15 20 25 25 10 s 0 0 0 0.75 0 Load Comb. 6 6 Flexural Bracing, Overhang: None Distortional Buckling Bracing, Lm: None Overhang 15 20 25 25 10 Wind Inward 0 0 1 0.75 0.75 0 Max Rxn (lb) 3.26 0.00 Wind Outward 0 0 0 0 0 Horizontal Load Comb. 3 1 Min Rxn (lb) -8.15 0.00 Load Comb. 6 www.strongtie.com Page 9 of 29 Project Name: S20-0049 Model: Rafter -1 Code: 2012 NASPEC [AISI S1 00-2012] Rafter Flexural and Deflection Mmax Ft-Lb 1348 Ma Ft-Lb 1674 Mmax/ Ma 0.805 Load Comb. 5 Span Defl L/594 Rafter Bending and Web Cri1212ling Summa!Jl Load Load Bearing Rxn (lb) Comb. (in) R1 385.0 5 1.00 R2 385.0 5 1.00 Rafter Bending and Shear Summa!Jl Vmax Load Va Rxn (lb) Comb. Factor VNa R1 385 5 1.000 0.18 R2 385 5 1.000 0.18 SIMPSON STRONG-TIE COMPANY INC. Pa (lb) Load Comb. 5 379.2 379.2 M/Ma 0.00 0.00 Page 2 of 2 Date: 09/16/2020 Simpson Strong-Tie® CFS Designer™ 3.4.2.0 Overhang Defl L/594 Pn (lb) 663.6 663.6 lntr. Unstiffen 0.18 0.18 Load Comb. 5 Max lntr. 0.53 0.53 Load Comb. 5 5 Load Stiffeners Comb. Req'd 5 YES 5 YES lntr. Load Stiffen Comb. N/A N/A N/A NIA www.strongtie.com Page 10 of 29 EST.1945 (E) EXT. DECK CLADDING PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Layout SHEET NO. DATE 9/15/2020 ENGINEER D.German 24" TRACK OVERLAP CONT. 600S200-68@ 24" O.C. TO RUN PARALLEL W/ (E) PURLINS, SPLICE AT STEEL RIBS WOOD BLOCKS WI (2) ___ ___,, 12-24x2l" TEK4 WTM COUNTERSUNK SCREWS AT EACH BACKING STUD (E) EXT. DEC--~ CLADDING (E) STEEL ------r PURLINS@6' O.C.VIF (E) CURVED --___/ STEEL RIB BEAM @4'O.C. FAUX WOOD BEAMS PER 3/502 FAUX WOOD BEAM PER 3/502 600T200 TRACK AT EA. SPLICE MIN. (4) 12-24>i" TEK4 AT BACKING STUDS ---=-S=EC-=-T-'--'l....::cO-'--'N'-----0 CONT. 600S200-68 @24" O.C. TO RUN PARALLEL W/ (E) PURLINS, SPLICE AT STEEL RIBS FAUX BEAM WOODBLOCK MIN. (4) 12-24>i" TEK4 AT EACH BACKING MEMBER, OCCURS AT STEEL RIBS ONLY (RIBS NOT SHOWN FOR CLARITY) (2) 12-24x2¾" TEK4 WTM COUNTERSUNK SCREWS AT EACH BACKING STUD ELEVATION (c\ --~ FAUX BEAM CONNECTION DETAIL BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH 16 Page 11 of 29 2007 NASPEC [AISI S100] Projett: Nick's Carlsbad Model: cp---:_IF_A_ux_s_E_A_M __ _____.r R1 4.00 ft Point Loads Load(lb) X-Dist.(ft) P1 70 0.50 P2 70 3.50 Section : 600S200-33 Single C Stud (Y-Y Axis) Mayo= 201.5 Ft-Lb Moment of Inertia, I = 0.138 in"4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Span Ft-Lb Mayo Ft-Lb (in) Center Span 35.0 0.174 35.0 Full Combined Bending and Web Cri~~ling Reaction or Load Brng Pa Pn Ma(Brc) Ft-Lb 201 .5 Mmax Date: Fy = 33.0 ksi Va = 1522.5 lb Mpos/ Ma(Brc) (in) 0 9/16/2020 R2 Deflection Ratio 0.174 0.029 L/1654 lntr. Stiffen Pt Load P(lb) (in) (lb) (lb) (Ft-Lb) Value Req'd ? R1 70.0 1.00 321.9 563.4 0.0 0.11 No R2 70.0 1.00 321.9 563.4 0.0 0.11 No P1 70.0 1.50 350.3 613.1 35.0 0.21 No P2 70.0 1.50 350.3 613.1 35.0 0.21 No Combined Bending and Shear Reaction or Vmax Mmax Va lntr. lntr. Pt Load (lb) (Ft-Lb) Factor VNa M/Ma Unstiffen Stiffen R1 70.0 0.0 1.00 0.05 0.00 0.05 NA R2 70.0 0.0 1.00 0.05 0.00 0.05 NA P1 70.0 35.0 1.00 0.05 0.17 0.18 NA P2 70.0 35.0 1.00 0.05 0.17 0.18 NA Page 12 of 29 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Layout PLATFORM JOIST PER 3/4" APA SHEATHING W/10d@6" O.C. E.N. AND 10d@12"O.C. F.N. 4x BEAM (RIPPED FOR LEVELLING) AT EDGE OF PLATFORM SIMPSON BC40 HALF BASE EA. @ 2'-0" O.C. & WITHIN 6" EACH END (3 MIN. EA. SIDE) EA. LONGITUDINAL SIDE W/ #10 x 3" SIMPSON SOS SCREWS I I I I I I ,--- 1 I I L __ ~- ______ .../ BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES SHEET NO. DATE 9/15/2020 ENGINEER D.German -, I I I NEWPORT BEACH EQUIPMENT CURB METAL CURB W/~• 0 x 3" LONG LAG BOLTS PER MFR. LAYOUT. (1 EACH CORNER MIN.) PROVIDE 4x MEMBER AT ALL ANCHOR LOCATIONS TYP. (E) ROOF SHEATHING Page 13 of 29 PROJECT Nick's Carlsbad SHEET NO. PROJECT NO. S20-0049 DATE 9/16/2020 ITEM PHP#1 & 2 Seismic Coefficient ENGINEER D.German EST.1945 Non-Structural Seismic Coefficient Per ASCE 7-16 Design Criteria h= 17.00 z= 17.00 a -p-2.50 Rp= 6.00 Oo= 2.00 Sos = 0.865 Ip= 1.00 Analysis ft ft Average Roof Height From Ground Component Attachment Height Component Amplification Factor Component Response Modification Factor Overstrength Factor Short Period Spectral Acceleration Component Importance Factor ASCE 7-16 Table 13.5-1 or 13.6-1 ASCE 7-16 Table 13.5-1 or 13.6-1 ASCE 7-16 Table 13.5-1 or 13.6-1 ASCE 7-16 §11.4 ASCE 7-16 §13.1.3 F ph = Max(0.26, Min(0.43, 1.38)) = 0.433 WP (LRFD) 0.173 Wp (LRFD) 1 0.9 0.8 0.7 0.6 ~ 0.5 0.4 0.3 0.2 0.1 = Seismic Factor 0.43 0.42 0.40 0.39 0.37 0.36 0.35 0.33 0.32 0.30 0.29 0.27 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.26 0.87 0.84 0.81 0.78 0.75 0.72 0.69 0.66 0.63 0.61 0.58 0.55 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 -+-Component/Connection Factor -Connection to Concrete Factor 0 +------+--M6-----ra-~~--.--------.---------, 0.10 0.30 0.50 0.70 0.90 1.10 Seismic Force BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 14 of 29 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM PHP#l & 2 Wind Load EST.1945 Design Wind Load per ASCE 7-16 Building Data Risk Category: II Exposure Category: C h = r 17.00 ft Building average roof height 81= 175 ft Building width 82 = 79 ft Building width V = 95 mph Basic wind speed Rooftop Structure or Equipment Data h = 52.375 in z = 21.365 ft Zg = 128 ft Design Wind Load L1 = 88.125 in L2 = 59.5 in Elevation above sea level 18.9 psf SHEET NO. DATE 911612020 ENGINEER D.German Subscripts 1 and 2 refer to direction of wind load ASCE 7-16 Table 1.5-1 ASCE 7-16 §26. 7 ASCE 7-16 Fig. 26.5-1A, 8, C, or D 32.1 sf 21.6 sf 36.4 sf ASCE 7-16 Eq. 26.10-1 Kz = 0.9145 Velocity pressure exposure coefficient ASCE 7-16 Table 26.10-1 ASCE 7-16 §26.8 ASCE 7-16 Table 26.6-1 ASCE 7-16 Table 26.9-1 K21 = 1.0 Topographic factor ~= 0.9 Wind directionality factor Ke= 1.00 Ground elevation factor Fh = q2 (G Cr) Ar Lateral force Fv=q2 (G Cr}Ar Vertical force Wind Load (G C,) Fh1 = 410 lb X 1.9 = 778 Fh2 = 607 lb X 1.9 = 11 53 F = V 689 lb X 1.5 = 1034 BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES lb lb lb NEWPORT BEACH ASCE 7-16 Eq. 29.4-2 ASCE 7-16 Eq. 29.4-3 Page 15 of 29 PROJECT Nick's Carlsbad SHEET NO. PROJECT NO. $20-0049 DATE 9/16/2020 ITEM PHP#l & 2 Anchorage ENGINEER D.German Equipment Anchorage Per ASCE 7-16 (ASD) ! Tl ...... L ....... .. ~-M't"' Unit Geometry Unit Connections Ne= 4.0 #ofconn. Unit Dimensions h = 52.4 in L1= 88.1 in L2 = 59.5 in Nsc = 4.0 # of effective shear conn. N1c = 2. 0 # of effective tension conn. Dimensions to Center of Gravity X1 = 38.6 in COG or Include 5% ecc. X2 = 34.1 in y= 21 .3 in Loads w = p 1855 lb Fph = 0.433 ·wp Fpv = 0.173 ·wp Fph = 803 lb Fpv = 321 lb Fwh = 1153 lb F = WV 1034 lb Shear Demand (ASD) Ve =I 173 I lb/conn Tension Demand (ASD) Twh = 254 lb/conn Twv = 258 lb/conn T = w 51 2 lb/conn Tpv = 103 lb/conn Tph1: 97 lb/conn Tph2 = 143 lb/conn TE= 247 lb/conn Co= 347 lb/conn Tc =I 99 lib/conn COG or Include 5% ecc. COG or2J3•h Weight of equipment Horizontal seismic force coefficient Vertical seismic force coefficient Horizontal seismic force Vertical seismic force Horizontal wind force Vertical wind force = FwvfNc =Twv+Twh = Fp/(MAX(X1, L1 -X1)/L1l*(MAX(X2: L2-X2)/L2) = (F ph •y/L1 )/N,c = (F ph •y/L2)/N10 = T PY + MAX(T ph1, T ph2) = Wp•(MIN(x1, L1-x1)/L1)*(MIN(x2, L2-X2)il2) = MAX(0, 0. 7•Te -0.6•C0, 0.6•T w -0.6•C0) BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Ref ASCE 7-16 §13.3.1 Ref. ASCE 7-16 §13.3.1 Ref. ASCE 7-16 §13.3.1 Ref. ASCE 7-16 §13.3.1 Ref ASCE 7-16 Eq. 29.4-2 Ref ASCE 7-16 Eq. 29.4-3 Page 16 of 29 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM PH P#l & 2 Anchorage EST.1945 Wood Lag Screw Design D =diam.ctcr O. -n,o·1 diantctcr S -undireadod .shank lcn.gth T -. minim um thread lc«alJlbz Design Criteria R a Load: 199 lb @ 29.9 ° Main Member Species: Main Member Thickness: Side Member Thickness: G = 0.50 D =~ in L=~ in Pz = 3.53 in Pw = 2.28 in Douglas Fir-Larch 9-1/4 in 1/4 in Specific gravity Diameter of lag screw Length of lag screw Shear penetration Withdrawal penetration From Table Z multiplier (Note 3) Z = 130 X 1 Allowable Lateral Load Capacity z Z'= 130 1.6 Allowable Withdrawal Load Capacity w w· = 305 1.6 1 SHEET NO. DATE 9/16/2020 ENGINEER D.German E -length of tapered t.ip N -numbe'.I' a f tJlT'CllChlinch P -width of bead •cros• t1ata H -bci.ght of bc..S Vector Load from Vb and Tb Ref. NDS-2018 Table 12J -11 K Ref. NDS-2018 Table 11.3.1 = 208 lb Ref. NDS-2018 Table 11.3.1 = W'XPw = 488 lb/in 1113 lb Allowable Vector Load Capacity Demand I Capacity Ref. NDS-2018 §12.4.1 Z'a = 260 lb OK Ref. NDS-2018 Eq.12.4-1 ~IUse 3/8" diameter 4" long lag screw BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 17 of 29 EST.1945 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Sep. -11 Walk-In Cooler Anchorage BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS SHEET NO. DATE 9/15/2020 ENGINEER D.German LOS ANGELES NEWPORT BEACH Page 18 of 29 PROJECT µ \(,\(,~ SHEET NO. PROJECT NO. DATE () ITEM \.J '1 v"-~ I~ Ca:,ve,e, ENGINEER EST.1845 '1J A-v'? -c.J la,L,e,[Z_ A ~ l, \-( o ti-.\(:tfl 'l :::;. \1~1' ~~~ r ~ .... \l!=\,\-\'f ,,1, ;-l~e-11'-\C\~t CB'\\''~ ~o' 3''] ( ) BRANDOW & JOHNSTON STRUCTURAL+ CIVIL ENGINEERS LOS ANGELES NEWPO~a~Af?l'iof 2g i : i i S ~ i ______________________ _ Hilti PROFIS Engineering 3.0.53 www.hilti.com Company: Page: Address: Specifier: Phone I Fax: I E-Mail: Design: Walk-in Cooler Anchorage Date: Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: Return period (service life in years): Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry (in.) & Loading (lb, in.lb) KWIK HUS-EZ (KH-EZ) 1/4 (1 5/8) 50 not available hef,act = 1.180 in., hnom = 1.625 in. Carbon Steel ESR-3027 6/1/2019112/1/2019 Design Method ACI 318-14 / Mech cracked concrete, 2500, f0' = 2,500 psi; h = 420.000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Input data and results must be checked for conformity wtth the existing condttions and for plausibility! PROFIS Engineering ( c) 2003-2019 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 12/19/2019 Page 20 of 29 i = i i S • • ----------------------Hilti PROFIS Engineering 3.0.53 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 1.1 Design results Case I Walk-in Cooler Anchorage Description Combination 1 Page: Specifier: E-Mail: Date: Forces [lb] / Moments [in.l_~J N = 0; V, = 548; V, = 0; Mx = O; My= O; M2 = 0; Input data and results must be checked for conformity with the existing conditions and for plaus1b1lityl PROFIS Engineering ( c) 2003-2019 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hi11i AG, Schaan 2 12/19/2019 ___ S_e_i_s_mic ___ M_ax. Util. Anchor[%] yes 72 2 Page 21 of 29 i : i i S • • ----------------------Hilti PROFIS Engineering 3.0.53 www.hilti.com ------- Company: Page: 3 Address: Specifier: Phone I Fax: Design: E-Mail: Date: I Walk-in Cooler Anchorage 12/19/2019 Fastening point: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity P, I Pv [%) Status ---- Tension -I -N/A Shear Pryout Strength 548 763 -I 72 OK Loading P, Pv i; Utilization ~N.V r10] Status ---- Combined tension and shear loads N/A 3 Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! ---------------- Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c} 2003-2019 Hilli AG, FL-9494 Schaan Hilli IS a registered Trademark of HiltI AG, Schaan 3 Page 22 of 29 i=iiS•• Hilti PROFIS Engineering 3.0.53 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: I Walk-in Cooler Anchorage 4 Remarks; Your Cooperation Duties Page: 4 Specifier: E-Mail: Date: 12/19/2019 Any and a11 information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c) 2003-2019 H1lt1 AG, FL-9494 Schaan Hilti is a registered Trademark ofHilti AG, Schaan 4 Page 23 of 29 PROJECT Nick's Carlsbad SHEET NO. PROJECT NO. S20-0049 DATE 9/15/2020 ITEM Sep. ENGINEER D.German EST.1945 IIAPPENDIX BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 24 of 29 " ~ "' ro "' u, 8, "' <O +{ -;_;,1;~:;,, I ,---, " "' ~ 00 89" .,.. i '~ 13'-7" [1631 J.. i~-~-~·- 155" COOLER (NO FLOOR PANELS) ' L 48" LED 7 __J L ~ 48" 7 ,.~l,a· r 73• .,. ..... ,... __ / ~ ', I ~ 8'-4~" [100 3/41 VERIFY w s ... --., DRAWING APPROVAL □ APPROVED □ APPROVED AS NOTED 0 NOT APPROVED-RESUBMIT M,C _____ SIGN ____ _ r2"AIR GAP TYP :..•-"-•I :·~ .. :•. r , I>; I•'. . . ' \· ' ' Customer Name: Duracold •'-1551 SOlJTH PRIMROSE AVENUE MONROVIA. CA 91016 • PHONE: (626) 508-0920 http://www.durccold.com ({Tu)~@) a- ~ lntertek ~~~"-::':T':'!O -- Revi~ns: No. I DATE &: BY 1 _/_/_ 2 _/__f_ 3 _/_/_ 4 _/_/_ 5 _/__f_ 6 _/_/_ 7 _/_/_ 0 APPROVED AS DRAWN lo APPROVED As NOTED 0 RESUBMIT SIGNED _____ _ DATE, -------1 CONFIDENTIAL THE DRAWINGS, TECHNICAL DATA, AND ALL OTHER INFORMATION SET FORTH IN THIS DOCUMENT COMPRISE TRADE SECRETS AND CONFIDENTIAL INFORMATION THAT IS THE EXCLUSIVE PROPERn' OF ARCTIC INDUSTRIES, UC USE OF SUCH INFORMATION IS LIMIT£D TO THE PURPOSE FOR WHICH IT WAS PROVIDED AND NO RECIPIENT 15 PERMITTED TO USE, COPY, OR DISCLOSE SUCH INFORMATION EXCEPT AS EXPRESSLY AUTHORIZED BY ARCTIC INDUSTRIES, LLC TRlMARK ORANGE COUNTY Project Nome: P.Olf:-- NICKS CARLSBAD, CARLSBAD CA Drawn-Bv: Checked Bv: DRW No: EPM MG 01 58995 V001 Scale: Created: Sheet No: 1/4~ == 1· 3/D9/202D 1 OF5 DRAWING APPROVAL 0 APPROVED 0 APPROVED AS NOTED 0 NOT APPROVED-RESUBMIT M'S SIGN ~ CEILING ENCLOSURES TO (VERIFY EXISTING CLG. HT.) .-ELECTRIC CONDUIT OUT --- I I I I I I I I I I I I I I I a I I I r u I r I ~ I I ~ I □ I ~ 75LC SWITCH ~ ~ I ;... ;,, I El I ~ I :b -== ;,, I I I I ~ 13'-7" [163'1 A ELEVATION !~~.~al Duracold ~,r~- - 1551 SOUlH PRIMROSE AVENUE PHONE: (626) 508-0920 MONROVIA. CA 91016 http://www.durocold.com Customer Name: TRIMARK ORANGE COUNTY Project Name: P.0#, -- NICKS CARLSBAD, CARLSBAD CA l Drawn i:l.,; Checked Bv: ORW No: EPM MG 0158995 V001 1 Scale: Created: Sheet No: ' 1/4" -1· 3/09/2020 2 OF 5 CONSTRUCTION: 4" T & G HIGH DENSITY RAILING FOAM PANEL FINISHES DOOR DESCRIPTION . FINISHED WAI I S DRAWING APPROVAL □ """'"'"' INTERIOR: 26 GAUGE WHITE EMBOSSED GALVANIZED STEEL CQQLEB PQQB· □ AePSQVEQ.,_"J'EC EXPOSED EXT: 22 GAUGE STAINLESS STEEL #4 304 INTERIOR FINISH: 20 GAUGE SMOOTH STAINLESS STEEL #4 304 o .,,,,...,.oceo-aesJe•, ,,_,, ___ s,G, --- UNEXPOSED EXT: 26 GAUGE MILL EMBOSSED GALVANIZED STEEL EXTERIOR FINISH: 20 GAUGE SMOOTH STAINLESS STEEL #4 304 FINISHED CEILl~~S INTERIOR: 26 GAUGE WHITE EMBOSSED GALVANIZED STEEL EXTERIOR: 26 GAUGE MILL EMBOSSED GALVANIZED STEEL 6CCESSQBIES· HANDLE 1229C BRUSHED CHROME (3) HINGE MODEL 1255000004 BRUSHED CHROME DOOR CLOSURE 1094500012 W/HOOK 36" STAINLESS STEEL KICKPLATE INT. & EXT. A/V ALARM MODULARM 75LC THERM/LIGHT SWITCH FLUSH MOUNT VAPOR LIGHT -(1804LG) WALK-IN ACCESSORIES (1) CLEAR -VU DOUBLE SWING DOOR (34"X78) ( 42')4" METAL FLOOR TRACK (SCREED )W/6" -NSF COVE BASE INT/EXT ( 1) LED 4' LIGHT FIXTURE (10 SOFT) TRIM STRIPS -STAINLESS STEEL (SOFT) (26 SOFT) CLOSURE PANELS -STAINLESS STEEL (SOFT) NOTE: SEE LAST PAGE FOR DETAILS GENERAL NOTES FLOOR MUST BE LEVEL WITHIN 3/16" PER 1 Q', SMOOTH, AND CLEAR OF OBSTRUCTIONS PRIOR TO WALK-IN ROOF IS NOT DESIGNED FOR FOOT TRAFFIC OR STORAGE. SNOW/ICE LOADS (OUTDOOR INSTALLING WALK-IN PANELS. BOXES): TO AVOID CEILING FAILURE/COLlAPSE DUE TO SNOW OR ICE (NOT COVERED BY PANEL A 2" MINIMUM GAP ALL AROUND WALK-IN IS REQUIRED FOR PROPER AIR CIRCULATION. HIGH HUMIDITY WARRANTY), SNOW OR ICE ACCUMULATION OF MORE THAN 3~ MUST BE CAREFULLY REMOVED IN A MANNER WHICH DOES NOT CAUSE DAMAGE OR TEAR THE MEMBRANE ROOF COVER. ENVIRONMENTS MAY REQUIRE FORCED VENTILATION IN GAP TO PREVENT CONDENSATION. FLOOR PANELS (WHEN PROVIDED) ARE DESIGNED TO WITHSTAND A 600 POUND PER SQUARE FOOT FOR QUARRY TILE OR CONCRETE FLOORS, THE METAL FACING MAY BE SUSCEPTIBLE TO STAINING DUE TO MOISTURE CREATED BY HYDRATION OF CONCRETE-TYPE MATERIALS. EACH ROOM MUST BE PROPERLY STATIONARY LOAD. DAMAGE DUE TO FORKLIFTS, PALLET JACKS, CARTS, OR ANY TYPE OF ROLLING VENTILATED ANO SPECIAL PRECAUTIONS TAKEN WHEN USING MURIATIC ACID DUE TO ITS EFFECTS ON TRAFFIC IS NOT COVERED BY WARRANTY. ALUMINUM, GALVANIZED STEEL, AND STAINLESS STEEL. METAL SURFACES MUSTS BE PROTECTED FROM LIME ANO CONCRETE RELATED COMPONENTS. PETROLEUM-BASED PROTECTION MUST BE APPLIED BETWEEN STANDARD PANELS HAVE A STUCCO-EMBOSSED FINISH (TEXTURE) THAT HELPS REDUCE THE CONCRETE AND THE METAL SURFACES (LIQUID TAR BRUSHED OR SPRAYED ABOVE CONCRETE LINE, IRREGULARITIES IN THE PANEL SURFACE. ON REQUEST WE WILL PROVIDE A NON-TEXTURED (SMOOTH HEAVY EPOXY PAINT, 8 MIL POLYETHYLENE, OR DOUBLE LAYERED 30 LB ASPHALT IMPREGNATED ROOFING FINISH). SMOOTH FINISH PANELS TYPICALLY EXPERIENCE WRINKLING ANO OTHER FLATNESS IMPERFECTIONS PAPER). SUCH AS OIL-CANNING WHICH IS NOT COVERED BY WARRANTY. Duracold <®~ @) a-REFRIGERATION BY OTHERS .,.rAl'Ctlc lntemk lntertek <"'-"'TO ,.,.,.,.,,, 1551 SOUTI-1 PRIMROSE AVENUE PHONE: (626) 508-0920 MONROVIA, CA 91016 http://www.duracold.com Customer Name: TRIMARK ORANGE COUNTY Project Name: P.O#: -- NICKS CARLSBAD, CARLSBAD CA 0 ' Drawn Bv: Checked Bv: ORW No: ~ EPM MG 0158995 V001 Scale: Created: Sheet No: ~ N/A 3/09/2020 3 OF 5 '"1 BLDG. CEILING D ~--r~~~~=== TONGUE & GROOVE r1 PANEL FASTENER NSF APPROVED GASKET POLYURETHANE le;:J /f' • ._,__Lf'----1 FOAMED-IN-PLACE CEILING SNAP-IN BUTTON ENCLOSURE _,,..,_.I J (TO MATCH WALL ) WALL PANEL TO CEILING SEALANT JJf_ /INT. & EXT. COVE BASE j I ~ TO MATCH WALL PANEL CONT. GALV. STEEL TRACK (SCRE~D)" .-• . '"., • CONC. SLAB HILTI DRIVE PIN X-C G2 MX AT 24"O.C. WALL PANEL TO GROUND -CONN . , .. freezac:= EXISTING BLDG. WALL . '----- VERTICAL RIM (TO MATCH = WALL) PANEL FASTENER SEALANT TONGUE & GROOVE , /2" RADIUS I ~ POLYURETHANE FOAMED-IN-PLACE ..L SNAP-IN BUTTON ~~ NSF APPROVED GASKET__,/~ CORNER PANEL TO BLDG WALL CONN DRAWING APPROVAL 0 APPROVED 0 APPROVED AS NOTED 0 NOT APPROVED-RESUBMIT DATE ______ SIGN ______ _ POLYURETHANE FOAMED-IN-PLACE ~ DOOR EXTRUSION NEOPRENE DUA(17\ BLADE WIPER © • J t:=:= IDOOR SILL ON GROUND ----STUBOUT THRU CEILING PANEL h '////_L'//LLJ \ 48" LED / LOCATED BY ELECTRICIAN TT CEILING PANEL VAPOR PROOF LIGHT FIXTURE 75LC ~ EXTERIOR LIGHT SWITCH ~ r WALL PANEL ~ , LIGHT SWITCH WITH EXT. SWITCH .Duracold ~(-~~<®s lntertek lntertek I 1551 SOUTH PRIMROSE AVENUE PHONE~~~~~!;0 5~=~;~TO --- MONROVIA. CA 91016 http://www.duracold.com Customer Name: TRIMARK ORANGE COUNTY Project Name: P.0/1: -- NICKS CARLSBAD, CARLSBAD CA Drown By: Checked By: DRW No: EPM MG 0158995 V001 Scale: Created: Sheet No: NTS 3/09/2020 4 OF 5 N w '= ,: "' HEATER RELIEF PORT WIRE NUT ic:® WALK-IN COOLERS ANO FREEZERS FLORIDA, USA (305) 883-5581 CALIFORNIA, USA (626)508-0920 w w !:: !::::: ,: ,: "' "' w '= ,: "' GND w z '= w ,: "' "' " LAMP RECEPTACLE NIGHT LIGHT ALARM 75LC AUX D w "' D w "' "' ~ CD L DOOR HEATER "' ~ CD THERMODISK WIRE NUT WIRING DIAGRAM -SINGLE POLE SWITCH DOOR MUST BE DISCONNECTED FROM ELECTRICAL SUPPLY FOR INSTALLATION AND ADJUSTMENTS. CONDUIT PENETRATIONS MUST BE SEALED INTERNALLY AND EXTERNALLY WHERE THEY ENTER THE WALK-IN BOX. This is a 120VAC, 15 amp circuit auxiliary lights max combined draw 10 empi Manufacturer Model Keil (Component LED48X754 Hardware) 1802, 1802NL,1803, 1804, 1806, 1807, 1808, Ka son 1808NM, 1808FM, 1809, 1810EZ Series, 1810LX, 1810LC, 1820 Max lite LSV Series, JJ Series Osram 30099 Series Sylvania Various UL Listed 120VAC, no greater than 60 watts NOTE: If Auxiliary lights are not powered from the WIB Electrical Circuit, the Red Aux Wire must be removed by Qualified Electrician NOTE: Door Heater, Thermodisk and Heater Relief Port are connected for Freezers only Optional: Cooler Doors requested with Heater DRAWING APPROVAL 0 APPROVED 0 APPROVED AS NOTED 0 NOT APPROVED-RESUBMIT DATE ______ SIGN _____ _ 5 OF 5 OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# __________________ , PLAN CHECK# ___________________ 1 Busi-ness Name NICK'S ON STATE Project Address 2742 STATE STREET, SUITE 100 Mailing Address 16721 MILLIKAN AVE Project Contact AMY STEINER BAGLEY Business Contact NICK NICKOLOFF City CARLSBAD City IRVINE Applicant E-mail AMY@STEINERSTUDIOINC.COM State Telephone# 949-333-2711 Zip Code CA 92008 State Zip Code CA 92606 Telephone# 714-299-5997 BP DATE APN# Plan File# The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9 Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives 14. Other Health Hazards ~one of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 11 O, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 1. 2 3. 4. 5. 6. 7 8. YES NO (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). □ 0 □ 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? □ 0 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? □ □ □ □ □ 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 Will your business use an existing or install an underground storage tank? 0 Will your business store or handle Regulated Substances (CalARP)? 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or reater than 1,320 allons? California's Above round Petroleum Stora e Act . 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART 111: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES• answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp@sdcounty.ca.gov (858) 586-2650). [*No stamp required if 01 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except -those with more than one building+ on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [+Excludes garages & small outbuildings.] YES NO 1. D 0 Will the project disturb 160 square feet or more of existing building materials? 2 D 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition 3 D D (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 4. D D (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 5 D 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pdf) for typical equipment requiring an APCD permit. 6. D D (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda Briefly describe business activities· RESTAURANT DINING Briefly describe proposed project: RESTAURANT DINING I declare under penalty of perjury that to the best of my knowledge and belief t e r in are true and correct. 9 / 18 / 20 AMY STEINER BAGLEY Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: ________________________________ _ BY· DATE I I E}(EMPT OR NO FURTHER INFORMATl!)N REQUIRED RELEASED FPR BUILDING PERMIT BUT NOT FOR.OCCUPANCY RELE;ASED FOR OCCUPANCY COUNTY-HMO* APCD COUNTY-HMO APCD COUNTY-HMO APCD *A stamp In this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permIttIng requirements may still apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division Date: 9/18/20 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760--438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Business Name: NICK'S ON STATE Street Address: 2742 STATE STREET, SUITE 100 Email Address: haley@nicksrestaurants.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: [l] o Acid Cleaning o Assembly o Automotive Repair o Battery Manufacturing o Biofuel Manufacturing o Biotech Laboratory o Bulk Chemical Storage o CarWash o Chemical Manufacturing o Chemical Purification o Dental Offices • Dental Schools • Dental Clinics o Dry Cleaning o Electrical Component Manufacturing o Fertilizer Manufacturing o Film/X-ray Processing o Food Processing o Glass Manufacturing o Industrial Laundry o Ink Manufacturing o Laboratory o Machining/Milling o Membrane manufacturing (i.e. water filter membranes) o Metal Casting/Forming o Metal Fabrication o Metal Finishing • Electroplating • Electroless Plating • Anodizing • Coating (i.e. phosphating) • Chemical Etching/Milling • Printed Circuit Board Manufacturing o Metal Powders Forming o Nutritional Supplement/Vitamin Manufacturing o Painting/Finishing o Paint Manufacturing o Personal Care Products Manufacturing o Pesticide Manufacturing/ Packaging o Pharmaceutical Manufacturing (including precursors) o Porcelain Enameling o Power Generation o Print Shop o Research and Development o Rubber Manufacturing o Semiconductor Manufacturing o Soap/Detergent Manufacturing o Waste Treatment/Storage New Business? Yes[{]NoO SIC Code(s) if known: ______ Date operation began/will begin: -Feb 2021 Tenant Improvement? Yes[{]No[J If yes, briefly describe improvement: _________________ _ NEW RESTAURANT IN AN EXISTING BUILDING. Description of operations generating wastewater (discharged to sewer, hauled or evaporated): __________ _ Estimated volume of industrial wastewater to be discharged (gal/ day): __________________ _ List hazardous wastes generated (type/volume): ___________________________ _ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesO Date:. ____ No[{] Page 1 of 2 C City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool _.. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. _.. Details on CAP ordinance requirements are available on the city's website. A A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building PermitNo. NICK'S ON STATE BPNo. O,c;2o1.o -Cb6V Property Address/APN 27 42 ST ATE STREET/ APN: 203-181-19-00 Applicant Name/Co.: Applicant Address: -, -. -- Contact Phone: Contact Email: Contact information of person completing this checklist (if different than above): Name: AMY STEINER BAGLEY ContactPhone 714-299-5957 Company name/address: 17800 MITCHELL NORTH IRVINE, CA 92614 Contact Email: AMY@STElNERSTUDIOINC COM . Applicant Signature: __ Am---"-y_S._. _sa_,,r.g.___t_,ey,__ _____ Date 9/18/20 B-50 Page 1 of6 Revised 08/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $_9_oo_,o_o_o ___ _ D Residential □ New construction □ Additions and alterations: □ BPV < $60,000 □ BPV;, $60,000 □ Electrical service panel upgrade only □ BPV;, $200,000 0 Nonresidential □ New construction 0 Alterations: ,::::lw(_BPV" $200,000 or additions;, 1,000 square feet I □ BPV;, $1,000,000 □ "2,000 sq, ft. new roof addition 1. Energy Efficiency A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A, 3A, 1B, 2B, 4A 3B,4A N/A N/A All residential additions and alterations 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages only •Multi-family dwellings only where interior finishes are removed 1A, 4A' 16, 4A' and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1 B, 2B, 3B, 4B and 5 ~5 J 1B, 2B, 5 Building alterations of;, 75% existing gross floor area 2B,5 1 B also applies if BPV;, $200,000 Please refer to Cansbad Municipal Code (CMG) sections 18,21.155 and 18,30.190, and the California Green Building Standards Code (CAL Green) for more information when completing this section, A D Residential addition or alteration~ $60,000 building permit valuation, See CMC section 18,30, 190, Year Built Single-family Requirements □ Before 1978 Select one: □ Duct sealing □ Attic insulation □Cool roof □ 1978 and later Select one: □ Lighting package □ Water heating Package □ Between 1978 and 1991 □ 1992 and later □ N/A _________ _ □ Exception: Home energy score~ 7 (attach certification) Multi-family Requirements □ Attic insulation Select one: □ Duct sealing □ Attic insulation □Cool roof Select one: □ Lighting package □ Water heating package B, 0 Nonresidential• new construction or alterations? $200,000 building permit valuation, or additions ? 1,000 square feet □ N/A Updated 8/15/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2-Energy Efficiency. A5.203.1.1 Choose one: 0 .1 Outdoor lighting □ .2 Warehouse dock seal doors 0 .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) D.4 Daylight design PAFs □.S Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: □ .95 Energy budget □ .90 Energy budget □ N/A A5.211.1 .. □ On-site renewable energy □ N/A A5.211.3" □ Green power (if offered by local utility provider, 50% minimum renewable sources) □ N/A A5.212.1 □ Elevators and escalators 0 N/A A5.213.1 □ Steel framing □ N/A • Includes hotels/motels and high-rise residential buildings " For alterations~ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30130 instead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8) (high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (115 x#d.u.) 'Fonmula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception □ □ □ □ kWdc 8. 0 Nonresidential new construction or alterations ~$1,000,000 8PV and affecting ~75% existing floor area, or addition that increases roof area by ~.ooo square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA) Method GFA: □ If< 1 O,OOOs.f. Enter: 5 kWdc Min. System Size: 0 If;, 10,000s.f. calculate: 15 kWdc x (GFA/10,000) ** kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist 5 Transportation Demand Management (TDM): Nonresidential ONLY An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to detenmine whether or nor your permit requires a TDM plan. If TDM is applicable to your penmit, staff will contact the applicant to develop a site-specific TDM plan based on the penmit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. EmpADT/ 1000 s.f.1 Office (all)2 20 Restaurant 11 Retail, 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10thEdition 13 11 4.5 3.5 3 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT , Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TDM plan and understand that an approved TDM plan is a condition of permit issuance. Applicant Signature An1!f S. 'f{agte!f Date 9/17/2020 Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed) Haley Cox 949-333-2711 X 202 Phone Number: _____ _ EmailAddress haley@nicksrestaurants.com Updated 8/15/2019 6 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:*** ______ x .80= Min. system size: _____ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. 0 Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. D For systems serving individual dwelling units choose one: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) D Solar water heating system that is either: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recovery D Exception: B. 0 Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics D Recovered energy □Water heating system is (choose one): 0 Heat pump water heater 0 Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4: Electric Vehicle Charging A O Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21.140 when com One and two-family residential dwelling or townhouse with attached garage: Done EVSE Ready parking space required D Exception : OMulti-family residential· D Exception · Total Parking Spaces EVSE Spaces Proposed Capable Readv Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") Installed Total 'Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B O Nonresidential new construction (includes hotels/motels) D Exception · Total Parking Spaces EVSE Spaces Proposed Capable I Ready I Installed I Total 10 2 I 5 I 1 I 8 Calculation· Refer to the table below: Total Number of Parking Spaces provided Number of reauired EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 l 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 oercent of total 50 percent of Required EV Spaces Updated 8/15/2019 5 PERMIT REPORT Revision Permit Print Date: 05/23/2022 Job Address: 2742 STATE ST, # 100, CARLSBAD, CA 92008-1628 (city of Carlsbad Permit No: PREV2021-0049 Status: Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revis Parcel#: 2031811900 Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: CBC2020-0360 Plan Check#: Applied: 04/15/2021 Issued: 06/14/2021 Fina led Close Out: 05/23/2022 Inspector: Final Inspection: Description: NICK'S ON STATE: REVISED RESTROOM LAYOUT, UPDATED KITCHEN SPECS, FINISHES, MEPs Applicant: PERMITS IN MOTION TERRY MONTELLO 415 60TH ST SAN DEIGO, CA 92115 (619) 994-5557 FEE BUILDING PLAN CHECK REVISION ADMIN FEE FIRE Plan Review Per Hour -Office Hours MANUAL BLDG PLAN CHECK FEE Property Owner: STATE STREET COMMONS LLC 2659 STATE ST, # 100 CARLSBAD, CA 92008 (858) 271-6701 Total Fees: $1,017.25 Total Payments To Date: $1,017.25 Contractor: PKJ CONSTRUCTION INC A CALIFORNIA CORPORATION 23307 LA PALMA AVE YORBA LINDA, CA 92887-4773 (714) 455-2997 Balance Due: AMOUNT $35.00 $476.00 $506.25 $0.00 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov B-15 Original Plan Check Number 9sc2o2o-03BO~ .. -Plan Revision Number o/iN?v2/-{,(~/ / Project Address 2742 STATESTREET General scope of Revision/Deferred Submittal: Revised restroom layout, updated kitchen specs, updated finishes, updated MEP per revised restroom layout. CONTACT INFORMATION: Name Ron Jackson Phone 619-885-4458 Add 8678 Sky Rim Dr c· Lakeside z· 92040 ress ____________________ 1ty ______ •P----- Email Address ron@sunshinepermitservice.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Iii Plans D Calculations D Soils D Energy Iii Other 2. Describe revisions in detail See attached list of revisions per sheet 4. Does this revision, in any way, alter the exterior of the project? 5. Does this revision add ANY new floor area(s/7 D Yes 6. Does this revision affect any fire related issues? D Yes 7. Is this a complete set7 Iii Yes D No .@'.S'Signature_..,.~,.,.~------------- D Yes [!) No liJ No 3. List page/s) where each revision is shown liJ No D 04/12/2021 ate 1635 Faraday Avenue, carlsbad, CA 92008 ft!: 760-602-2719 fall: 760-602-8558 J;maif; building@carlsbadca.gov www.carlsbadca.gov DATE: JUNE 3, 2021 JURISDICTION: CARLSBAD l V EsG1I □ APPLICANT □ JURIS. PLAN CHECK#.: CBC2020-0360 (REV._1) -NEW PREV 2021-0049 PROJECT ADDRESS: 2742 STATE STREET SET II PROJECT NAME: NICK'S ON STATE -T.I. ~ 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 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. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Ron Jackson Telephone #: 619-885-4458 Date contacted: (by: Email: ron@sunshinepermitservice.com Mail Telephone Fax In Person ~ REMARKS: Miscellaneous owner's revisions are under this permit. Selected sheets are revised and resubmitted for review and approval. By: ALI SADRE S.E., CASp EsGil 5/24 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: MAY 04, 2021 JURISDICTION: CARLSBAD ✓• EsG1I □ APPLICANT □ JURIS. PLAN CHECK#.: CBC2020-0360 (REV._l) -NEW PREV 2021-0049 PROJECT ADDRESS: 2742 STATE STREET SET: I PROJECT NAME: NICK'S ON STATE -T.I. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Ron Jackson Telephone#: 619-885-4458 Date contacted: (by: Email: ron@sunshinepermitservice.com Mail Telephone Fax In Person ~ REMARKS: Miscellaneous owner's revisions are under this permit. Selected sheets are revised and resubmitted for review and approval. By: ALI SADRE S.E., CASp EsGil 4/20 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBC2020-0360 (REV._1) -NEW PREV 2021-0049 SET: I MAY04, 2021 GENERAL 1. 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 and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. 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. ACCESSIBILITY 3. Please revise the ramp details on Sheet AO to show the slope of the ramp for both the short one and the long one around the patio. Sec. 11 B-405. I.e., show handrails on each side of the ramp with 12" extensions at top & bottom. Dimension 6' landing at the bottom and 60" landing at the top. See detail 18/AS-1 for additional info. Alternatively, state that the max slope of the ramp does not exceed 1 :20. MISCELLANEOUS 4. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE S.E., CASp at EsGil. Thank you. CrARLSBAD CBC2020-0360 (REV._l) -NEW PREV 2021-0049 SET I MAY04, 2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2020-0360 (REV._l) -NEW PREV 2021-0049 PREPARED BY: ALI SADRE S.E., CASp BUILDING ADDRESS: 2742 STATE STREET BUILDING OCCUPANCY: A-2; V-B/SPR. DATE: MAY 04, 2021 BUILDING AREA Valuation PORTION (Sq.Ft.} Mll~ier T.L Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Or din a nee -, 1997 UBC Buildin g Permit Fee ,.. i 1997 UBC Plan Chtck Fe, Tw,e of Review: r~ Complete Review r Repetitive Fee ~ 1 ..,1 Repeats • • * Based on hourly rate Comments: r Other p Hourly E&Gil Fee • Reg. VALUE ($} Mod. r Structural Only ~ Hrs. @ • ~ , $405.oo) Sheet 1 of 1 steiner architecture and interior design April 8th, 2021 From: Amy Steiner Bagley 17800 Mitchell North Irvine, CA 92614 To: Ali Sadre S.E., CASp Esgil 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 Re: Carlsbad Permit#: CBC2020-0360 2742 State Street, Suite 100 Please note: The following tenant revisions are clouded with a "Delta 3" and addressed as follows: Architectural: Sheet A-0: Updated occupancy load calcs and plumbing fixture count. Sheet A-1: Restroom layout revised Kitchen layout revised at pick-up and beverage area Bar length extended Patio double doors revised to sliding doors Door schedule information moved to sheet D-6 Sheet A-2: Lighting elements shifted due to revised wall layout. Sheet A-2.1: Upper ceiling finishes revised Updated keynotes Sheet A-3: Updated power locations per new wall layout Revised keynotes Sheet A-4: Revised floor plans and elevations of restrooms Added grout selections Sheet A-5: Updated finish specs Revised finishes per new wall layout Sheet D-1: Updated patio opening with sliding doors in detail 1 Updated door hardware in detail 3 Sheet D-2: Revised patio elevation #6 showing added low wall Sheet D-3: Updated kitchen entry doors to swing doors, elevation 1 Revised elevation 3 per new wall layout and changes to ceiling finishes Sheet D-4: Revised elevation 3 per changes to ceiling finishes Revised elevation 4 per extended bar length Sheet D-5: Added notation on detail 10 for revised design Sheet D-6: Revised door schedule descriptions Revised glass notes under window schedule Revised door schedule elevations Sheet 5.01: Revised detail 14 Sheet 5.02: Revised decorative ceiling detail Kitchen Sheets: SheetK1.1: Adjusted coffee counter to incorporate new equipment. Updated equipment Sheet K2.1: Updated equipment Sheet K2.2: Updated equipment specs Sheet K3.1: Adjusted floor sink location and adjusted/added drain runs per new coffee counter layout. Sheet K3.2: Adjusted/added water stub locations per new coffee counter layout. Deleted one gas line at fryers per spec change. Added note 13 for the water lines at the mop sink. Sheet K4.1 Adjusted/added power stub locations per new coffee counter layout. Adjusted power for item 67 at the juice counter. Relocated power for item 109 to the soffit above those fixtures. Sheet K5.3: Added wall backing for added wall shelves where wall changed from glass to normal full height wall. Deleted wall backing in the storage/dish area from a past shelf that has been removed. Adjusted WB11 to cover the chemical shelf. Added W12 for mop holder. Sheet K9.2: Update elevations at coffee and juice counters. Sheet K10.1: Updated with latest drawing. Sheet K12.1: Updated with current shop drawing. Electrical: Sheet E2.1: Relocation and adding of equipment and power in kitchen area due to kitchen reconfiguration. Restroom reconfiguration Reconfiguration of bar area power and layout Adding of It closet Adding non-lighting fans, sliding door, and fireplace control to the patio-area Sheet E2.2: Shifting of unit KEF-1 due to mechanical changes Revisions to some circuiting to accommodate kitchen/bar power revisions Sheet E3.1: Lighting and circuiting relocation and revisions due to the reconfiguration of the restroom and, bar and kitchen areas. Sheet E3.2: Daylighting plan updated per lighting revisions. Sheet E3.3: Emergency photometric layout updates per lighting revisions. Sheet E4.1: Panel K1 and Panel P1 have been revised to accommodate lighting and power revisions LCP has been updated to reflect the new lighting layout Sheet E5.1: Kitchen equipment table has been updated Sheet E5.2: Fixture schedule updated to indicate finishes more clearly Patio fan added to schedule Sheet E7.1 and E7.2: Interior lighting Title 24 report has been updated per lighting revisions. Mechanical: Sheet M2.1: Restroom exhaust routing revised. Hoods shifted slightly to accommodate kitchen layout revisions. Exhaust calculations revised. Sheet M2.2: KEF-1 shifted slightly. Sheet M3.1: Schedule of Fans revised slightly. Sheet M4.2: Hood elevations were revised to reflect updates to plan layouts. Plumbing: Sheet P2.2: Re-routed Sanitary, Vent, and Grease Waste lines due to kitchen reconfiguration. Revised kitchen equipment. Re-routed Sanitary and Vent lines to the reconfigured restroom. Revised plumbing fixtures as part of restroom reconfiguration Re-routed Sanitary and Vent lines to the reconfigured bar area. Sheet P2.3: Re-routed Domestic Cold, Hot, and Hot Water Return lines due to kitchen reconfiguration. Revised kitchen equipment. Re-routed Domestic Cold, Hot, and Hot Water Return lines to the reconfigured restroom. Revised plumbing fixtures as part of restroom reconfiguration Re-routed Domestic Cold, Hot, and Hot Water Return lines to the reconfigured bar area. Sheet P2.4: Re-routed Gas lines due to kitchen reconfiguration. Sheet P2.5: Revised location of Vents through the roof due to kitchen reconfiguration. Sheet P3.1: Revised Equipment Schedule Revised Kitchen Equipment Hot Water Demands Revised Water and Waste Service Calculations Revised Grease Fixture Unit Calculations Sheet P4.1: Revised Sanitary Riser Diagrams to reflect changes to the floor plan. Sheet P4.2: Revised Domestic Water Riser Diagram to reflect changes to the floor plan. Sheet P4.3: Revised Gas Riser Diagram to reflect changes to the floor plan. Sincerely, PERMIT REPORT Revision Permit Print Date: 05/23/2022 Job Address: 2742 STATE ST, # 100, CARLSBAD, CA 92008-1628 ( City of Carlsbad Permit No: PREV2021-0093 Status: Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revis Parcel#: 2031811900 Track#: Applied: 06/30/2021 Valuation: $201,149.76 Lot#: Issued: 10/27/2021 Occupancy Group: Project#: DEV2019-0048 Finaled Close Out: 05/23/2022 #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Project Title: STATE STREET COMMONS Construction Type: Orig. Plan Check#: CBC2020-0360 Plan Check#: Description: NICK'S ON STATE: DELTA 4; STRUCTURAL DETAILS AND LANDSCAPING Applicant: PERMITS IN MOTION TERRY MONTELLO 415 60TH ST SAN DEIGO, CA 92115 (619) 994-5557 FEE Property Owner: STATE STREET COMMONS LLC 2659 STATE ST, # 100 CARLSBAD, CA 92008 (858) 271-6701 FIRE Plan Review (per hour -Regular Office Hours) MANUAL BLDG PLAN CHECK FEE Total Fees: $466.50 Total Payments To Date: $466.50 Inspector: CRenf Final Inspection: Contractor: PKJ CONSTRUCTION INC A CALIFORNIA CORPORATION 23307 LA PALMA AVE YORBA LINDA, CA 92887-4773 (714) 455-2997 Balance Due: AMOUNT $204.00 $262.50 $0.00 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number CBC2020-0360 ProjectAddress 2742 STATESTREET Plan Revision Number ._;J {<N?t)"Z/-[){)Cj .3 PLAN CHANGE#2 General Scope of RevisionjDeferred Submittal: STRUCTURAL DETAILS ADDED AS WELL AS LANDSCAPING PLANS. UPDATED SHEET INDEX. 2 SETS OF STRUCTURAL CALCS INCLUDED. CONTACT INFORMATION: Name RON JACKSON Phone 619-885-4458 _______ Fax.~-------- Address 8678 SKY RIM DR City LAKESIDE Zip 92040 EmailAddress RON@SUNSHINEPERMITSERVICE.COM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: ~ Plans ~ Calculations D Soils D Energy D Other 2. Describe revisions in detail INDEX UPDATES-ADDED S4.1 AND LANDSCAPE SHEETS NOTES ADDED NEW STRUCTURAL DETAILSHEETADDED 2 SETS OF STRUCTURAL CALCS INCLUDED LANDSCAPING PLANS/SHEETS ADDED TO SET 4. Does this revision, in any way, alter the exterior of the project? ~ Yes 5. 6. 7. Does this revision add ANY new floor area{s)? Does this revision affect any fire related issues? Is this a complete set? ~ Yes 0 No D Yes D Yes ~ No lxJ No 3. List page(s) where each revision is shown T-1 S1 .1 S4.1 COO-LL 1.01 □ No ~Signature _ _f)~"""--~------------Date 06/29/2021 1635 Faraday Avenue, Carlsbad, CA 92008 f!:J: 760-602-2719 fax: 760-602-8558 fmai!; building@carlsbadca.gov www.carlsbadca.gov ✓• EsG1I DATE: 7-21-2021 JURISDICTION: CARLSBAD □ APPLICANT □ JURIS. PLAN CHECK#.: CBC2020-0360 (PREV2021-0093) ____ SETI PROJECT ADDRESS: 2742 STATE STREET PROJECT NAME: NICK'S ON STATE -T.1.-REVISION #2 ~ 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 codes when minor deficiencies identified below are resolved and checked by building department staff. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ' ~ EsGil staff did not advise the applicant that the plan check has been completed. D E&G~ staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: Email: Mail Telephone Fax In Person 0 REMARKS: By: Erich A. Kuchar, P.E. Enclosures: Approved Set EsGil 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD (PREV2021-0093) PLAN CHECK#.: CBC2020-0360 PREPARED BY: Erich A. Kuchar, P.E. BUILDING ADDRESS: 2742 STATE STREET BUILDING OCCUPANCY: A-2; V-B/SPR. BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Revision#2 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code CB By Ordinance I 1997 UBC Building Permit Fee ~ f 1997 UBC Plan Check Fee Type of Review: ' Complete Review DATE: 7-21-2021 Reg. VALUE Mod. , Structural Only I Repetitive Fee ,. 1-~ Repeats 1 Other Hourly ~Hrs.@* ~ ~ EsGil Fee ~ .,, Based on hourly rate Comments: ($) 7 $210.007 Sheet 1 of 1 EST.1945 Project For: Steiner Studio 17800 Mitchell North Irvine, CA 92614 PROJECT Nick's Carlsbad SHEET NO. PROJECT NO. S20-0049 DATE 4/20/2021 ITEM Cover ENGINEER D.German Structural Calculations For CITY Nick's Carlsbad 2752 State St., Suite 100 Carlsbad, CA 92008 Supplemental Cales for Exterior Landscape Architectural Walls 4/20/2021 PREV2021-0093 27~2 STATE ST #100 NICKS ON STATE: DELTA 4: STRUCTURAL DETAILS AND LANDSCAPING DEV2019-0048 2031811900 CBC2020-0360 6/30/2021 PREV2021-0093 BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS I LOS ANGELES NEWPORT BEACH .. PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Table of Contents EST.1945 Table of Contents Section Cover Table of Contents Local Hazards Information Wind Load Sheet Load Sheet Bench and Planter Wall Structural Section Wall Model Diagrams Wall Analysis Report Foundation Design CMU Wall Structural Section Wall & Foundation Design BRANDOW & JOHNSTON STRUCTURAL & CIVIL ENGINEERS SHEET NO. DATE 4/20/2021 ENGINEER D.German LOS ANGELES NEWPORT BEACH Page(s) 1 2 3-5 6 7 8 9 -12 13 -16 17 -24 25 26 -32 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Hazards EST.1945 l\T( Hazards by Location Search Information Address: Coordinates: Elevation: Timeatamp: 2752 State St, Cartsbad, CA 92008, USA 33, 1617843, -117,3501939 45 ft 202().-04-1 0T17:56: 17,9142 Hazard Type: Wind :atalina Island EssenUEI ::,sh Hablllt SHEET NO. DATE 9/15/2020 ENGINEER D.German Temecula 0 45ft -f ./" 0 Carlsbad Cleveland National Forest Anza Bor Desei State P Go gle San Oienn o Map da18 C2020 Google, INCGI ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 1~Year 67 mph MRI 1~Year 72 mph ASCE 7-05 Wind Speed 85 mph MRI 25-Year 72 mph MRI 25-Year 79 mph MRI SO-Year 77 mph MRI 5~Year 85 mph MRI 10~Year 82 mph MRI 100-Year 91 mph Risk Category I 89 mph Risk Category I 100 mph Risk Category II 96 mph Risk Category II 110 mph Risk Category Ill 102 mph Risk Category Ill-IV 115 mph Risk Category IV 107 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delmeat,on Imes made dunng the but/ding code adopt,on process. Users should confirm any output obtained from th,s tool with the local Authonty Having Junsd,ct,on before proceeding wrth des,gn Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer, Per ASCE 7, islands and coastal areas outside the last contour shoi.td use the last wind speed contour of the coastal area -1n some cases. this website wil extrapolate past the last wind speed contour and therefore, provide a wind speed that 1s sl1ghlly higher. NOTE: For quenes near wind-borne debris region boundaries, the resulting determination 1s sensitive to rounding which may affect whether or not it is considered to be within a wind-come debris region, Mountainous terrain, gorges, ocean promontones, and special wind regions shal be examined for unusual wind conditions. Wh1lo the informabon presented on this website is believed to be correct, ATC and rts sponsors and contributOf'S assume no responsibility or liability for its accuracy, The material presented in the roport should not be used or relied upon for any specific applicabon wrthout compotent examination and venfication of its accuracy. suitability and applicability by engineers or other licensed professionals, ATC does not intend that the uso of this information replace the sound judgment of such competent professionals. having expenence and knowledge in the field of pracbce, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website, Users of the information from this website assume all ~ability ansing from such use. Use of the output of this website does not imply approval by the goveming bulleting code bod,es responsible for building code approval and interpretation for the bulding site described by latitude,1ong1tude location in the report. BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 3 of 32 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Hazards l\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: 2752 State St, Cartsbad, CA 92008, USA 33, 1617843, -117,3501939 45 fl 2020-04-10T17:57:12, 1052 Seismic ASCE7-1 6 II 0-default Basic Parameters Name Value Description Ss 1,081 MC'=R ground motion (poriod=0,2s) s , 0,391 MCER ground motion (period=1,0s) SMs 1,298 Site-modified spectral acceleration value SM1 • nul Site-modified spectral acceleration value Sos 0,865 Numeric seismic design value at 0,2s SA So1 • nul Numeric seismic design value al 1,0s SA • See Section 11.4 .8 •Additional Information Name Value Description soc • nul Seismic design category Fa 1.2 Site amplification factor at 0,2s F, • nul Site amplification factor at 1,0s CRs 0,894 Coefficient of risk (0,2s) CR1 0,905 Coefficient of risk (1,0s) PGA 0.477 MCE6 peak ground acceleration FPGA 1,2 Site amplificabon factor at PGA PGAM 0,573 Site modified peak ground acceleration TL 8 Long.period transition penod (s) ;atalina Island Essentiel •ish Habitat . Go gle SsRT 1,081 Probabilistic risk-targeted ground motion (0,2s) SsUH 1,209 Factored uniform-hazard spectral acceleration (2% probability of SHEET NO. DATE 9/15/2020 ENGINEER D.German Temecula 0 Cleveland National Forest Anza·Bor Desei State P San Dlenn o Map data C2020 Googl~. INCGI BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 4 of 32 EST.1945 SsD S1RT S1UH S10 PGAd 1,5 0,391 0,432 0,6 0,587 • See Section 11 ,4,8 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Hazards exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-<argoted ground motion (1,0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value ( 1.0s) Factored deterministic acceleration value (PGA) SHEET NO. DATE 9/15/2020 ENGINEER D.German Tho results md1c11tod horo DO NOT roflocl any state or local amondmonts to tho valuos or any dolmoahon /mos made dunng tho bwldmg code adoption process. Users should confirm any output obtamod from this tool wrlh the local Authonty Having Junsd1cl,on bofore proceodmg wrth design Disclaimer Hazard loads are provided by the U,S. Geological Survey Sei'iWIC Desiga Web Services. While the informabon presented on this website is believed to be correct, ATC and its sponsors and contributOl'S assume no responsibility or liability for its accuracy, The material presented in the report should not be used or relied upon for any specific applicabon wrthout competent examination and venfication of its accuracy. su,tabihty and apphcabtlity by engineers or other licensed professionals, ATC does not intend that the use of this Information replace the sound Judgment of such competent professionals. having expenence and knowledge m the field of pracbce, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website, Users of tho information from this website assume all liability ansing from such use. Use of the output of this website does not imply approval by the governing bu11d1ng code bodies responsible for bu~ding code approval and interpretation for the buiding site described by latitudeilongltude lc>cabon in the report. BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 5 of 32 PROJECT Nick's Carlsbad CLIENT Steiner LOCATION Carlsbad, CA ITEM Solid Fence / Wall Design Wind Load per ASCE 7-16 § 29.4 Building Data Risk Category: II Exposure Category: C ..:.1 ..:.1 V = 96 mph Basic wind speed Solid Freestanding Wall or Sign Data JOB# S21-0019 DATE 04/14/2021 ENGINEER D.German SHEET# ASCE 7-16 Table 1.5-1 ASCE 7-16 §26.7 ASCE 7-16 Fig. 26.5-1A, B, or C h = 8.00 ft s = 8 ft Overall height Sign/wall height B = 70 ft Sign/wall length Return corner length Design Wind Load Kz = 0.84 89 Kz1 = 1.0 ~ = 0.85 G = 0.85 13 = 1.00 F = 13 qh G C1As Ct Case A and B 1.31 Case C 0 to s 3.63 s to 2s 2.34 2s to 3s 1.74 3s to 10s 1.01 FTotal Cf from ASCE 7-16 Fig. 29.4-1 I . I L, = 1 ft 17.0 psf Velocity pressure exposure coefficient Topographic factor Wind directionality factor Gust effect factor Corner reduction factor qw (psf) Fw (lb) 19.0 10635 42.0 2686 27.1 1732 20.1 160.9 11.7 93.77 4672 I I i:'jn11rPff"' ..... I\C'f"'C'7_1n c: ..... r .... I t I I I I .... ~.I F I 1q. L~ ~.:-;~:,":au CASE :_, I I CASEC --= ELEVATION VfEW i I I • ,I .._,,. i-f 1 1 ··•-,, • rm~ CASE 8 ~ -I-~-ff¥ .. I ~ I ~t>-= ate-.1 l<h.5..1 ---1!11..,.1 . v--... ...... v••u•& --. --.. -. - BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES IRVINE ASCE 7-16 Eq. 29.3-1 ASCE 7-16 Table 29.3-1 ASCE 7-16 §26.8 ASCE 7-16 Table 26.6-1 Notes: ASCE 7-16 §26.9 ASCE 7-16 Fig. 29.4-1 ASCE 7-16 Eq. 29.4-1 1. [3 applied to Case C O to s zone for B/s > 5 2. Reduction of (1.8 -s/h) applied to Case C where s/h > 0.8 Page 6 of 32 PROJECT L203 PROJECT NO. S 18-0286 ITEM Load Sheet Dead Load CMUWa/1 6" CMU Wall Grouted Wood Slat Wall HSS Tube Post@ 8'O.C. (see RISA model) Wood Framing Wood Cladding Mech./Misc. BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES SHEET NO. DATE 10/29/2018 ENGINEER E. McNeely D= D= NEWPORT BEACH 58.0 58 1.5 21.0 61.0 1.0 84.5 (psf) (psf) Page 7 of 32 PROJECT Nick's Carlsbad PROJECT NO. $20-0049 ITEM Layout -BENCH & PLANTER WALL 2'-0"MAX I I I #5 HORIZ. STEM BARS @12 ·o.c. ---~ TERMINATE@ POST PERE9 2'-0" LAP ADJACENT SLAB ON GRADE -~=:::::=-~ WHERE OCCURS. MATCH SLAB REINF, CONT. #4 BAR@ -----,;;==~J ADJACENT SLAB 3-#5 CONT. BARS TOP&BOTTOM / / / / / / / / / / / SHEET NO. DATE 4/20/2021 ENGINEER D.German HSS TYP. PER E9 r--'"°"'"" "" WOOD WRAPPED POSTS AT FENCE PER ARCH HSS4X4X1/4 TYP. (MAX 8' O.C.) / -1t------1--WOOD SLATS PER ARCH 2'-3" REFER TO ARCH 1 ~----+-~•0 x 6" HEADED STUDS BS OF HSS #5@ 16"0.C. TOP & BOTTOM, ALT. HOOKS BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 8 of 32 ~ - HSS4X4X4 N2 N3 .... X .... X .... Cl) Cl) :I: N1 Envelope Only Solution B&J SK -1 D.GERMAN HSS FRAME Apr 15, 2021 at 6:22 PM S20-0049 MODEL untitled.r3d Page 9 of 32 l§:J -831b/ft 11111 lffll I I 1111111111111 f lllll!.ll Ill I !I ! I } I I :;, i i I I I ¥ I f I * $ l I f l :f I -831b/1 Loads: BLC 1, DL Envelope Only Solution B&J SK-2 D.GERMAN HSS FRAME Apr 15, 2021 at 6:23 PM S20-0049 DEAD LOAD untitled.r3d Page 10 of 32 Loads: BLC 3, WL B&J D.GERMAN S20-0049 HSS FRAME WIND LOAD SK-3 Apr 15, 2021 at 6:25 PM untitled.r3d Page 11 of 32 ~ --, ... , r~ '" ~" ,.., ~~ , .. - .02 ~ Member Code Checks Displayed (Enveloped) Envelope Only Solution B&J SK-4 D.GERMAN HSS FRAME Apr 15, 2021 at 6:26 PM S20-0049 STEEL CODE CHECK untitled. r3d Page 12 of 32 -IIIRISA Company Designer Job Number Model Name B&J D.GERMAN S20-0049 HSS FRAME Hot Rolled Steel Properties Label E jJ)_si] G [psi] Nu ~-i-A992 · 2.9e+7 1.115e+7 .3 2 A36 Gr.36 I 2.9e+7 1.115e+7 .3 3 A572 Gr.50 2.9e+7 1.115e+7 .3 4 AS00 Gr.B RND I 2.9e+7 1.115e+7 .3 5 AS00 Gr.B Rect, 2.9e+7 1.115e+7I .3 6 A53 Gr.B I 2.9e+7 1.115e+7 .3 7 A1085 I 2.9e+7 1.115e+7i .3 Hot Rolled Steel Section Sets Therm t\ 1 E5 Fi Densitvll. .. Yieldfnsil .65 490 50000 I .65 490 36000 I .65 490 50000 ' .65 527 42000 I .65 527 46000 .65 490 35000 I .65 ' 490 _ 50000 Rv 1.1 1.5 1 .1 1.4 1.4 1.6 1.4 Apr 15, 2021 628 PM Checked By RB. _ fuJJ;,sU Rt 65000 ' 1 .1 58000 1.2 65000 1. 1 58000 1.3 58000 1.3 60000 1.2 65000 1.3 ___ _,L~a"'bea_,l __ ~S;,,h"'a""'-e __ _!_T""'e'---_ ___!,,O~_i;_ig_n_List Material Design R_ules A lin2} lyy liD1! Jzz (in~ _JJ!n.4]___ ' ~1~c-H~S~S~C-O-L+-H~S-S~4X~4-X~4~+-'C~o-Iu~m~nr-~S~u_a_reT_y_t,e A500 Gr.13 RElgt Typical 3.37 ! _7.8 'i',13 12.8 L'_,2'-JLJH'--'S.,,S.,,_,B,,,M"-L_H,__,_.,,S.,,S-,,4X"4""X"'4"-_l__O,,'B"'e-"-am'-"----L_--'S""-'u'-'a"'re"-T'--'u,_,_b,.,e'---_J_,:"A.,,5,.,00"----"G"-r'-'.B'-'R'-'e"'c"'t_1_T-'-Y-l"'icc,,a,,_I_J_~3,,_,_3,_,7_J__7,_,_,.,_8_J__7,_,_,.,_8_J_-_1,iBJ Joint Coordinates and Temperatures Label 1 N1 2 I N2 3 N3 Joint Boundary Conditions 2 Joint Label N1 ALL Member Primary Data X [k/in] Reaction X [ft] ----- 0 0 2 Y [k/in] Reaction Y lftl 0 8.5 8.5 Z [k/in] Reaction Fixed Z lftl 0 0 0 X Rot.[k-ft/rad] Reaction Fixed Temo IFI Detach From Dia .. 0 0 0 Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] Reaction ' Reaction I I _I le>ioJ ____ J Joint __ K J_oint Rotate d .. Section/Sha e T e HSS COL Material Desi n Rul. .. N1 N2 A500 Gr.B Reel T ical 2 M2 N2 N3 HSS BM Hot Rolled Steel Design Parameters Label Sha e Kzz Cb Functi .. 1 M1 HSS COL Lateral 2 M2 HSS BM Lateral Member Distributed Loads {BLC 1 : DL/ Member Label Direction Start Ma nitude lb/ft F s End Ma nitude lb/ft F ... Start Location ft % End Location ft % 1 M1 y -83 -83 0 0 2 M2 y -83 -83 0 0 Member Distributed Loads {BLC 3 : WL/ M=em-be=r~L-ab=e~l __ ~□=ir=ec=t=io~n-~=St=a~rt~M=a=nit=u=de"-"'lb~/ft~F _,_p___$fl_ End Maqnitudeflb/ft F .. Start Locationfft %) End Location[ft %) I 1 ' ML X -152 j _ -152 I O I O RISA-3D Version 17.0.0 [C:\Users\dgerman\Documents\RISA\Model Filesluntitled.r3d] Page 1 Page 13 of 32 -IIIRISA Company Designer Job Number Model Name Basic Load Cases B&J DGERMAN S20-0049 HSS FRAME Apr 15, 2021 628 PM Checked By RB ____ BLC Description 1 DL _ Category _____ X_ Gravit Y Gravit Z ~rayity Joint Point _ Distribut._, 7 Area(M._,_,_ Surf~ce ... 2 LL DL -1 LL 2 ' 3 ___ WL . __ WL ~ Load Combinations - Deflection 1~s' IDL'1 I ·~··"I ...... 1··· -j ··· 11 t .. y --+ .. Deflection 2 Yes y LL 1 Deflection 3 Yes y DL 1 __ _LL,_ 1 -' ' L IBC 1(3-8 Yes y DL 1 IBC 16-9 Yes y DL 1 LL 1 IBC 16-12 /a) /a) Yes y DL 1 WL .. .6 IBC 113,12 (a) (b) Yes y DL 1 WL -.6 IBC 16-13 /al /al t±i .~ Yes y DL 1 WL .45 .. ~ ~-13(a)(b)Yes 1 Y DL_ 1 ~l/VL -.45 j I I i I 16-15 /a) Yes Y_ DL fl WL .6 1 _, _IBC 16-15 (b) .Yes Y DL .6 .'.:vvL -.6 I J_L. !~---_______ i I Oescriotion Solve PDelta SR BLC Fa BLC Fa BLC Fa B Fa BLC Fa B Fa B Fa B Fa B Fa B Fa Envelope Joint Reactions Joint -~ ~·h-·· Y [lb] _LL_ Z lbl LPX [lb-ftl LC MY [lb-ft] LC MZ [lb-ft] LC I 1 Ni--fmax 775.2 . 1001 9 I 0 11 0 111 0 '1113536.747 1 2 min -775.2 7 I 0 2 I 0 1 I 0 1 I 0 1 1-3205.79 10 3 Totals: max 775.2 10 I 1001 9 0 11 I 4 min -775.2 7 I 0 2 I 0 1 I I I Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear ... LC T_ornuel I .. LC y-y Mo ... LC z-z Mornent[I... LC _ ---:i7 M1 1 max 1001 9 781.26 7 0 11 0 11 0 11 3536.74 ~ 2 min 0 2 -780 6 0 1 0 1 0 1 -3205.79 10 3 2 max 798.42 9 587.46 i 7 I 0 11 0 11 0 11 2082.48 7 4 min 0 2 -586.2 6 0 1 0 1 0 1 -1758.01 10 5 3 max· 595.83 9 393.66 7 0 11 0 11 · 0 11 1040.05 7 6 min 0 2 -392.4 6 0 1 0 1 0 1 -722.05 10 7 4 max 393.25 9 199.86 7 0 11 0 11 0 11 409.45 7 8 min 0 2 -198.6 6 0 1 0 1 0 1 -97.91 10 9 5 max 190.67 9 6.06 7 0 11 0 11 0 11 190.67 9 10 min 0 2 -4.8 6 0 1 0 1 0 1 0 2 11 M2 1 max 0 11 190.67 9 0 11 0 11 0 11 190.67 9 12 min 0 1 0 2 0 1 0 1 0 1 0 2 13 2 max 0 11 143 9 0 11 0 11 0 11 107.25 9 14 min 0 1 0 2 0 1 0 1 0 1 0 2 15 3 max 0 ' 11 95.33 9 0 11 0 11 0 11 47.67 9 16 min 0 1 0 2 0 1 0 1 0 1 0 2 17 4 max 0 11 47.67 9 0 11 0 11 0 11 11.92 9 18 min 0 1 0 2 0 1 0 1 0 1 0 2 I 19 5 max 0 11 0 11 0 11 , 0 11 0 11 0 11 I 20 min 0 1 0 I 1 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.0 [C:\Usersldgerman\Documents\RISA\Model Filesluntitled.r3d] Page 2 Page 14 of 32 Company Designer Job Number Model Name B&J D.GERMAN S20-0049 HSS FRAME Envelope Member Section Stresses Member Sec AxIal[p.si] LC y S_hearrnsil I 1 M1 1 max 297.03 9 507.88 2 min 0 2 -507.07 3 2 max 236.92 9 381.89 4 min 0 2 -381.08 5 3 max 176.81 9 255.91 6 min 0 2 -255.09 7 4 max 116.69 9 129.92 8 min 0 2 -129.11 9 i 5 max 56.58 9 3.94 10 min 0 2 -3.12 11 M2 1 max 0 11 123.95 12 min 0 1 0 13 I 2 max 0 11 92.96 14 min 0 1 0 ' 15 3 1max 0 11 61.97 16 min 0 1 0 17 4 max 0 11 30.99 18 min 0 1 0 I 19 5 max 0 11 0 20 min 0 1 0 LC z She .. LC 7 0 11 6 0 1 7 0 11 6 0 1 7 0 11 6 0 1 7 0 11 6 0 1 7 0 11 6 0 1 9 0 11 2 0 1 9 0 11 2 0 1 9 0 11 2 0 1 9 0 11 2 0 1 11 0 11 1 0 1 v-Top[paj) LC v-Botrnsil lC 9863.97 10 10882.28 7 -10882.28 7 -9863.97 10 5409.25 ' 10 6407.64 7 -6407.64 7 -5409.25 10 i 2221.68 10 3200.16 , 7 -3200.16 7 -2221.68 I 10 301.26 10 1259.84 7 -1259.84 7 -301.26 I 10 0 2 586.67 9 -586.67 1 0 2 I 0 2 586.67 9 -586.67 1 0 2 I 0 I 2 330 9 -330 1 0 2 0 2 146.67 9 -146.67 1 0 2 0 2 36.67 9 -36.67 1 0 2 0 11 0 11 0 1 0 1 Apr 15, 2021 628 PM Checked By RB z-Top[.fC z-Botr..LC 0 11 0 11 0 1 0 1 0 111 0 11 0 1 0 1 0 11 0 11 I 0 1 0 1 0 11 0 ; 11 0 1 0 11 0 11 0 11 0 1 0 11 0 11 0 , 11 0 1 0 1 0 11 0 11 0 1 0 1 0 11 0 11 0 1 0 1 I 0 11 0 .11 0 1 0 1 0 11 0 11 0 1 0 1 Envelope Member Section Deflections Service Member Sec x [inl _ LC "qn, LC zlinl LC x RotaL LC tn \ Uv' Ratio LC _ n) Liz' Ra .. LC ,-1---M1 1 max 0 11 0 11 -0 \1 1 0 : 11 NC 11 NC 11 12" ---J 1 ---J min 0 1 0 1 0 0 NC 1 NC 1 3 2 ma;--_Q 2 .06 10 _Q .11 0 11 NC 5 NC 11 -- 4 min 0 -_L -.07 7 0 1 0 1 1_554.25 7 NC 1 5 3 ma, 0 --2 .19 10 0 11 0 I 1_1 NC 2 NC 11 -l 6 min 0 1 -.22 7 0 1 0 1 458.37 + 7 NC 1 7 4 max 0 ' 2 .36 10 0 11 0 11 : NC 2 NC 11 I ---8 min 0 1 _ :,43 7 0 1 0 1 23_~.57 7 NC 1 c,__L 5 :ma> 0 ' 2 .54 10 0 11 Q_ 11 NC ' 2 NC i \1 ~-' r 10 --fmfnL_ _Q_ 1 -.65 7 0 1 0 1 -157.38 7 NC 11 M2 -1 imaJ .65 7 0 2 0 11 0 11 NC 11 NC 11 12 mm -.54 11)_ 0 I 1 0 1 0 1 NC 1 NC 1 13 2 max ,f35 7 .04 10 0 11 0 11 NC I 2 NC 11 ---- 14 min -.54 10 :.05 --7 0 1 0 1 4_47,97 7 NC 1 15 3 ma, .65 7 .08 10 0 _J1 -0 I 11 NC 2 NC 11 ------- ' 16_ -min -.54 10 -. 11 7 0 --1 0 1 223.44 7_ NC I 1 17 -4 ma, .65 7 .12 10 0 11 0 ' 11 NC 2 NC r¾L 10 I ---- 18 min -.54 -J6 7 0 1 0 1 1_48.73 7 NC 19 5 ma, .65 ' 7 -.16 10 ' 0 11 0 11 N_C:. 2 NC 11 20 I lmin -.54 1 10 i -.22 7_ I 0 1 0 1 111.44 7 NC ]_L_ Envelope Member Section Torsion Member Sec Tornuei lb-ft1 LC Torsion Sh .. LC ;t-" War" S .. LC z-z Warn S ... LC z-T_QQ_War ... LC _z-Bot War,., LC ,------. -, 11 I NC NC ' NC --:' 1 M1 1 ,max 0 0 11 NC 2 I min 0 1 I 0 1 NC NC NC NC ' I 3 2 max 0 11 : 0 11 NC NC NC NC 4 min 0 1 I 0 1 NC NC NC NC 5 3 max 0 11 0 11 NC NC NC NC 6 min 0 1 I 0 1 NC I NC NC NC 7 4 max 0 11 . 0 11 7 NC NC ' -NC NC RISA-30 Version 17.0.0 [C:\Usersldgerman\Documents\RISA\Model Files\untitled.r3d] Page 3 Page 15 of 32 'IIIRISA Company Designer Job Number Model Name B&J D.GERMAN S20-0049 HSS FRAME Envelope Member Section Torsion (Continued) Member Sec Torauerlb-ft LC Torsion Sh .. LC v-v Warn S 8 min 0 1 0 1 NC 9 5 max 0 11 0 11 NC 10 min 0 1 0 1 NC 11 M2 1 max 0 · 11 0 11 NC 12 min 0 1 0 1 NC 13 2 max 0 11 ! 0 11 NC 14 min 0 1 0 1 NC 15 ' 3 max 0 11 0 11 NC 16 min 0 1 0 1 NC 17 ! 4 max 0 11 0 11 NC 18 min 0 1 0 1 NC 19 5 max 0 11 I 0 11 NC 20 min 0 1 0 1 NC Envelope A/SC 14th(360-10): ASD Steel Code Checks .. LC z-z Warn S .. LC z-Too War ... NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC Apr 15, 2021 6:28 PM Checked By RB. LC z-Bot War. .. LC NC NC NC NC NC NC NC NC NC I NC I NC ' NC NC Member Sha e c __ ode Check L□-~,-LC. She ... L_ oc(ft]lffi LC Pnc/o_m_ .. P_ nVom_ !LbJ.Mm,y.b Mn _/om [_ .. .Mnzz/om. (. ..... rE. qn ' 1 I Mi_ I HSS4X .. 4X4 .336 _______J_ 0 7.~031 0 7~444 92826.35 10765.47'10765.47 ... H1-l [ 2 . M2 Hss4x4x4 · · .018 ·_ ~Q · 9 .007 · o -9 _ 191285.3 92826.35 \10765.47ho765.47I IH1~1 ---~- Material Takeoff Material __ _ Piec_§_ Length(ftl .. Weight[Lfil____ Hot Rolled Steel 2 A500 Gr. B Reel HSS4X4X4 2 10.5 129.5 3 -~T-otal HR Stee.~I ~~ 2 , __ __129.5 RISA-3D Version 17.0.0 [C:\Usersldgerman\Documents\RISA\Model Files\untitled.r3d] Page 4 . I I Page 16 of 32 Project Name/Number : S20-0049 Title PLANTER WALL Dsgnr D.GERMAN Description .. HSS POST@ 8'0.C. Page: 1 Date: 15 APR 2021 This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX RetainPro (c) 1987-2019, Build 11.19.11.12 Ucense: KW-06057083 Cantilevered Retaining Wall License To : Brandow & Johnston Code: CBC 2019,ACI 318-14,TMS 402-16 Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel Load Factors Building Code Dead Load Live Load Earth, H Wind,W Seismic, E = 0.00 ft 8.50 ft 0.00 8.00 in 0.0 ft CBC 2019,ACI 1.200 1.600 1 600 1.000 1.000 Soil Data and Lateral Earth Pressure Allow Soil Bearing Equivalent Fluid Pressure Method Active Heel Pressure Passive Pressure Surcharge Loads Surcharge Over Heel Used To Resist Sliding & Overturning Axial Load Applied to Stem Axial Dead Load Axial Live Load Lateral Load Applied to Stem Lateral Load ... Height to Top .. Height to Bottom Load Type Wind on Exposed Stem Wind on Exposed Stem (Strength Level) Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist 1,500.0 psf 32.0 psf/ft 250.0 psf/ft 75.0 psf 100.0 lbs 0.0 lbs 0.0 #/ft 0.00 ft 0.00 ft Wind(W) ( tierv1ce Level) 19.0 psf 0.0 lbs 0.00 ft 0.00 in 0.00 ft Soil Density, Heel Soil Density, Toe FootingJISoil Friction Soil height to ignore for passive pressure Surcharge Over Toe NOT Used for Sliding & Overturning Axial Load Eccentricity Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Line Load 110.00 pcf 110.00 pcf 0.350 12.00 in 0.0 psf a.a in 0.0 ft 0.300 J Page 17 of 32 Project Name/Number: 520--0049 Title PLANTER WALL Dsgnr: D.GERMAN Description .. HSS POST @ 8'0.C. This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page. 2 Date 15 APR 2021 RetainPro (c) 1987-2619, Build 11.19.11.12 ucense: Kw-osos1oaa Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To: Brandow & Johnston Wall Design Summary Stability Ratios Overturning Sliding Soil Bearing Total Bearing Load ... resultant ecc. Soil Pressure@ Toe Soil Pressure @ Heel Allowable Soil Pressure Less Than Allowable ACI Factored@ Toe ACI Factored @ Heel Footing Shear@ Toe Footing Shear@ Heel Allowable Sliding Resisting Forces Vertical Forces Soil Over Heel (above water table, if any) Soil Over Heel (below water table, if any) Water Over Heel Buoyant Force Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Wei9ht(s) Earth@ Stem Transitions Footing Weight Key Weight Vert. Component ** Total Vertical Loads 1.55 OK 4.53 OK 824 lbs 8.72 in 1,379 psf OK 0 psf OK 1,500 psf 1,931 psf 0 psf 0.9 psi OK 1.8 psi OK 100.6 psi Force 0.0 lbs 0.0 0.0 0.0 0.0 59.4 0.0 100.0 Omit 58.1 0.0 100.0 0.0 506.3 0.0 0.0 823.7 lbs Sliding Forces Lateral Forces Heel Active Pressure (above water table, if any) Heel Active Pressure (below water table, if any) Hydrostatic Force * Heel Active Pressure Surcharge over Heel Adjacent Footing Surcharge Over Toe Load @ Stem Above Soil Added Lateral Load Seismic Load Seismic-Self-weight Lateral on Key Totals= *Includes water table effect * Axial live load NOT included in total displayed , or used for overturning or sliding resistance, but is included for soil pressure calculations. Sliding Cales Lateral Sliding Force 165.6 lbs less 100% Passive Force 461.8 lbs less 100% Friction Force 288.3 lbs Added Force Req'd 0.0 lbs m .... for 1.5 Stability a 0.0 lbs o, Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures Force 36.0 lbs 0.0 0.0 36.0 327 0.0 00 969 0.0 0.0 0.0 0.0 165.6 lbs Page 18 of 32 Project Name/Number : S20..0049 Title PLANTER WALL Dsgnr: D.GERMAN Description. HSS POST@ 8'O.C. This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\lArch Walls\S20-0049.RPX Page: 3 Date: 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 License: Kw-0sos1osa Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Overturning Resisting Moments Resisting Moments Soil Over Heel (above water table, if any) Soil Over Heel (below water table, if any) Water Table Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component Force 0.0 0.0 00 0.0 0.0 594 0.0 100.0 0.0 581 0.0 100.0 0.0 506.3 0.0 0.0 Total Vertical Loads 823.7 Resisting Moment Eccentricity Distance lbs 1.85 ft 1.85 1.85 1 13 0.40 1.13 1 13 lbs Moment a.Oft-# 0.0 110.1 112 5 23.0 112.5 569.5 ~-61Hi__ 8.7 in * Axial live load NOT included in total displayed, or used for overturning or sliding resistance, but is included for soil pressure calculations. Overturning Overturning Moments Overturning Moments Heel Active Pressure (above water table, if any) Heel Active Pressure (below water table, if any) Hydrostatic Force Buoyant Force Surcharge over Heel Adjacent Footing Surcharge Over Toe Load @ Stem Above Soil Added Lateral Load Seismic Load Seismic-Self-weight Totals= Force Distance Moment 36.0 lbs 0.50 ft 18.0ft-# 0.0 0.0 0.0 32.7 0.75 24.5 0.0 0.0 96.9 5.75 557.2 0.0 0.0 0.0 - 165.6 lbs Overturning Moment 599.7 ft-# • Page 19 of 32 Project Name/Number : S20-0049 Title PLANTER WALL Dsgnr: D.GERMAN Description. HSS POST@ 8'O.C. This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page· 4 Date: 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 ucense: Kw-0sos1oa3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Stem Design Summary Design Height Above Ftg Wall Material Above "Ht" Design Method Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force@ Section Service Level Strength Level Moment. ... Actual Service Level Strength Leve Moment ... Allowable Shear ..... Actual Service Level Strength Leve Shear .... Allowable Anet Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Modular Ratio 'n' Wall Weight Short Term Factor Equiv. Solid Thick Masonry Block Type Masonry Design Method Concrete Data fc Fy ft lbs lbs ft-# ft-# ft-# psi psi in2 in psi ps, psf psi psi = 2nd 1.00 Fence ASD 85.5 3206 Medium Weight ASD Bottom Stem OK 0.00 Concrete LRFD 8.00 # 5 16.00 Center 0.170 161.5 686.4 4,025.5 3.4 100.6 4.00 100.0 4,500.0 60,000.0 Page 20 of 32 Project Name/Number: S20-0049 Title PLANTER WALL Dsgnr: D.GERMAN Description .. HSS POST@ 8'O.C. This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\lArch Walls\S20-0049.RPX Page· 5 Date: 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 ucense, Kw-0sos1oa3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Concrete Stem Rebar Area Details Bottom Stem As (based on applied moment) · (4/3) • As · Vertical Reinforcing 0.0413 in2/ft 0.0551 in2/ft 3sqrt(fc)bd/fy: 3sqrt(4500)(12)(4)/60000: 0.161 in2/ft 0.0018bh: 0.0018(12)(8): 0.1728 in2/ft Required Area · Provided Area · Maximum Area · Footing Data Toe Width Heel Width Total Footing Width Footing Thickness Key Width 0.1728 in2/ft 0.2325 in2/ft 0.9467 in2/ft 0.79 ft 1.46 Horizontal Reinforcing Min Stem T&S Reinf Area 0.192 in2 Min Stem T&S Reinf Area per ft of stem Height ·. 0.192 in2/ft Horizontal Reinforcing Options . One layer of : #4@ 12.50 in #5@ 19.38 in #6@ 27 50 in re Fy Two layers of . #4@ 25.00 in #5@ 38.75 in #6@55.00 in Footing Concrete Density Min. As% Rebar Cover @Top 4,500 60,000 150.00 0.0018 3.00 ps, psi pcf ,n Key Depth 2.25 ft 18.00 in 0.00 in 0.00 in 0.00 ft @ Bottom 3.00 in Key Distance from Toe Footing Design Results ----- ~ l:lil! Factored Pressure 1,931 0 psf Mu': Upward 5,657 0 ft-# Mu' : Downward 1,346 122 ft-# Mu: Design 48 38 ft-# Actual 1-Way Shear 0.93 1.77 psi Allow 1-Way Shear 100.62 100.62 psi Toe Reinforcing #5@8.00 in Heel Reinforcing # 5 @8.00 in Key Reinforcing None Spec'd Other Acceptable Sizes & Spacings Toe: #4@6.16 in, #5@9.56 in. #6@ 13.57 in, #7@ 18.51 in, #8@24.37 m. #9@ 30. Heel: #4@6.16 in, #5@ 9.56 in. #6@ 13.57 in, #7@ 18.51 ,n, #8@24.37 in. #9@30. Key: No key defined Min footing T&S rein! Area Min footing T&S rein! Area per le If one layer of horizontal bars: #4@6.17in #5@ 9.57 in #6@ 13.58 in Footing Torsion, Tu Footing Allow. Torsion, phi Tu 0.87 0.39 in2 in2 /ft If two layers of horizontal bars: #4@ 12.35 in = #5@ 19.14 in #6@ 27.16 in 0.00 ft-lbs 0.00 ft-lbs If torsion exceeds allowable, provide supplemental design for footing torsion. • • Page 21 of 32 Project Name/Number : S20-0049 Title PLANTER WALL Dsgnr: D.GERMAN Description ... HSS POST@ 8'0.C. This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page· 6 Date: 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 License: Kw-0sos1oa3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Defl@ Top of Wall (approximate only) 250.0 pci 0.145 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe because the wall would then tend to rotate into the retained soil. • • Page 22 of 32 Project Name/Number : S20-0049 Title PLANTER WALL Dsgnr: D.GE.RMAN Description .... HSS POST@ 8'O.C. This Wall in File: F:\2O\S2O-OO49 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S2O-OO49.RPX Page : 7 Date: 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 License: Kw-0sos1os3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Fence #5@8 tn @Toe #5@8" @Heel KXX '.llxxx, • -~-• 10·~ _ 1'-6" • N," 8'-6" 8'-6" 1'-0" , ' I 3" 1-6" ,-!... - 3" Page 23 of 32 Project Name/Number : S20-0049 Title PLA~TER WALL Dsgnr: D.GERMAN Description .... HSS POST @ 8'0.C. This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page : 8 Date: 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 u cense: Kw-0sos1os3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston DL=100 LL=0# Ecc=0"' 1 19 00psf (Strength-Level) Pl" 461.81# LJ r 75 00psf ill 166# ■ Hydrostatic Force ■ Lateral earth pressure due to the soil BELOW water table Page 24 of 32 EST.1M5 9 (0 PROJECT Nick's Carlsbad PROJECT NO. S20-0049 ITEM Layout -FREESTANDING CMU WALL PROPERTY LINE ------- #5 VERT. BARS @ 16" O.C. #5 HORIZ. BARS @24"O.C. PER ARCH 6" CMU WALL -------1 TOP OF ADJACENT GRADE SHEET NO. DATE 4/20/2021 ENGINEER D.German ~--PROVIDE (2) BARS AT TOP OF WALL 2'-0" LAP i5 T--------~==;;;=;~?-=~~~1=¥;:f.1.-..,....._-,.--,,-~--~ -,-,4--l a::: ~ ~ >-~ ~ ADJACENT SLAB ON GRADE WHERE OCCURS. MATCH SLAB REINF. oc '°'<------------1-------+-~---'--'...._-<->-..__.__.__,___-r--------- LJ.J > CONT. #4 BAR@ ADJACENT SLAB 3-#5 CONT. BARS TOP&BOTTOM ........ _-'?-..... ►-..--.,...➔ t> I> .,,. I " ••• ,b .•,t · -... t> I> _ .... -... I> h, ... _ .. , • ... t> e-. ••· I >j ,g I ~ b, : t> 'i" : : -•• -,-t> ::,. .,, , • ... t> , ~ • .. t> .. '? -~.,--.~ ,t • ,., b .. t.> 2'-0" '9 ;... #5@ 16"O.C. TOP & BOTTOM, ALT. HOOKS • BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Page 25 of 32 Project Name/Number: 520-0049 Title . Page : 1 Dsgnr: D.GERMAN Date: 15 APR 2021 Description .... 6" CMU WALL This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX RetainPro (c) 1987-2019, Build 11.19.11.12 License: Kw-0sos1os3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Water height over heel Load Factors Building Code Dead Load Live Load Earth,H Wind,W Seismic, E = = = 0.00 ft 6.00 ft 0.00 6.00 in 0.0 ft CBC 2019,ACI 1.200 1.600 1.600 1.000 1.000 Soil Data and Lateral Earth Pressure Allow Soil Bearing Equivalent Fluid Pressure Method Active Heel Pressure Passive Pressure Surcharge Loads Surcharge Over Heel = Used To Resist Sliding & Overturning Axial Load Applied to Stem Axial Dead Load Axial Live Load Lateral Load Applied to Stem Lateral Load ... Height to Top ... Height to Bottom Load Type Wind on Exposed Stem Wind on Exposed Stem (Strength Level) Adjacent Footing Load Adjacent Footing Load Footing Wflh Eccentricity Wall to Fig CL Dist 1,500.0 psf 32.0 psf/ft 250.0 psf/ft 75.0 psf 0.0 lbs 0.0 lbs 0.0 #/ft 0.00 ft 0.00 ft Wind (W) (~ervIce Level) 19.0 psf 0.0 lbs 0.00 ft 0.00 in 0.00 ft Soil Density, Heel Soil Density, Toe FootingllSoil Friction Soil height to ignore for passive pressure Surcharge Over Toe i:· . 110.00 pcf 110.00 pcf 0.350 12.00 in 0.0 NOT Used for Sliding & Overturning Axial Load Eccentricity Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0 in Line Load =· 0.0 ft = 0.300 Page 26 of 32 Project Name/Number: S20-0049 Title Dsgnr: D.GERMAN Description .. 6"CMUWALL This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page: 2 Date 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 ucense, Kw-0sos1oaa Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Wall Design Summary Stability Ratios Overturning Sliding Soil Bearing Total Bearing Load .. resultant ecc. Soil Pressure @ Toe Soil Pressure @ Heel Allowable Soil Pressure Less Than Allowable ACI Factored@ Toe ACI Factored@ Heel Footing Shear@ Toe Footing Shear@ Heel Allowable Sliding Resisting Forces Vertical Forces Soil Over Heel (above water table, if any) Soil Over Heel (below water table, if any) Water Over Heel Buoyant Force Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth@ Stem Transitions Footing Weight Key Weight Vert. Component ** Total Vertical Loads 2.58 OK 5.02 OK 896Ibs 4.57 in 964 psf OK 0 psf OK 1,500 psf 1,350 psf 0 psf 3.1 psi OK 0.9 psi OK 100.6 psi Force 0.0 lbs 0.0 0.0 0.0 00 56.3 0.0 0.0 Omit 41.3 0.0 348.0 0.0 4500 0.0 0.0 895.5 lbs Sliding Forces Lateral Forces Heel Active Pressure (above water table, if any) Heel Active Pressure (below water table, if any) Hydrostatic Force * Heel Active Pressure Surcharge over Heel Adjacent Footing Surcharge Over Toe Load @ Stem Above Soil Added Lateral Load Seismic Load Seismic-Self-weight Lateral on Key Totals= *Includes water table effect * Axial live load NOT included in total displayed , or used for overturning or sliding resistance, but is included for soil pressure calculations. Sliding Cales Lateral Sliding Force = 137 1 lbs less 100% Passive Force 375.0 lbs less 100% Friction Force 313.4 lbs Added Force Req'd 0.0 lbs 01 .... for 1.5 Stability o.o lbs m Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing pressures. Force 36.0 lbs 0.0 0.0 36.0 32.7 0.0 0.0 68.4 0.0 0.0 0.0 0.0 137.1 lbs Page 27 of 32 • Project Name/Number: S20-0049 Title Dsgnr: D.GERMAN Description ... 6" CMUWALL This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page: 3 Date: 15 APR 2021 RetainPro (c) 1987-2019, Build 11.19.11.12 License: KW-0sos1oa3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Overturning Resisting Moments Resisting Moments Force Distance Soil Over Heel (above water table, if any) Soil Over Heel (below water table, if any) Water Table Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions Footing Weight Key Weight Vert. Component 0.0 lbs 00 0.0 0.0 00 56.3 0.0 0.0 0.0 41.3 00 348.0 0.0 450.0 0.0 0.0 Total Vertical Loads 895.5 lbs Resisting Moment Eccentricity 1.63 ft 1.63 1.63 0.38 1.00 1.00 Moment 0.0 91.4 15.5 348.0 450.0 J!l)4.9 ft-# 4.6 in * Axial live load NOT included in total displayed, or used for overturning or sliding resistance, but is included for soil pressure calculations. Overturning Overturning Moments Overturning Moments Heel Active Pressure (above water table, if any) Heel Active Pressure (below water table, if any) Hydrostatic Force Buoyant Force Surcharge over Heel Adjacent Footing Surcharge Over Toe Load @ Stem Above Soil Added Lateral Load Seismic Load Seismic-Self-weight Totals= Force Distance 36.0 lbs 0.50 ft 0.0 0.0 0.0 32.7 0.0 0.0 68.4 0.0 0.0 0.0 ---- 0.75 4.50 137.1 lbs Overturning Moment Moment 18.0ft-# 24.5 307.8 350.3 ft-# Page 28 of 32 • Project Name/Number: S20-0049 Title Dsgnr: D.GERMAN Description .. 6"CMUWALL This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page 4 Date 15 APR 2021 RetainPro(c) 1987-2019, Build 11.19.11.12 License: Kw-0sos1oe3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To: Brandow & Johnston Stem Design Summary i Design Height Above Ftg Wall Material Above "Ht" Design Method Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force@ Section Service Level Strength Level Moment. ... Actual Service Level Strength Leve Moment . .Allowable Shear ..... Actual Service Level Strength Leve Shear. ... Allowable Anet Rebar Depth 'd' Masonry Data fm Fs Solid Grouting Modular Ratio 'n' Wall Weight Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data fc Fy ~- ft lbs lbs ft-# ft-# psi psi psi in2 in psi psi psf in psi psi Bottom Stem OK 0.00 Masonry ASD 6.00 # 5 16.00 Center 0.223 68.4 205.2 916.7 1.0 45.1 67.50 2 75 1,500 20,000 Yes 21.48 58.0 1.000 560 Medium Weight ASD ·-__ I Page 29 of 32 Project Name/Number: S20-0049 Title Dsgnr: D.GERMAN Description .. 6" CMUWALL This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page: 5 Date: 15 APR 2021 RetainPro(c) 1987-2019, Build 11.19.11.12 ucense, Kw-0sos1oa3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston Footing Data Toe Width Heel Width 0.75 ft 1.25 re Fy Total Footing Width 2.00 ft 18.00 in 0.00 in 0.00 in 0.00 ft Footing Concrete Density Footing Thickness Key Width Min. As% Rebar Cover Key Depth Key Distance from Toe Footing Design Results Factored Pressure Mu'· Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Other Acceptable Sizes & Spacings !l!e 1,350 3,942 1,512 50 3.10 100.62 = # 5@ 8.00 in #5@ 8.00 in None Spec'd ~ 0 psf 27 ft-# 146 ft-# 30 ft-# 0.91 psi 100.62 PSI Toe: #4@6.16 in, #5@ 956 in, #6@ 1357 in, #7@ 18.51 in, #8@24.37 in, #9@ 30. Heel: #4@ 6.16 in, #5@ 9.56 in, #6@ 13.57 in, #7@ 18.51 in, #8@ 24.37 in, #9@ 30. Key: No key defined Min footing T&S rein! Area 0.78 in2 Min footing T&S rein! Area per le 0.39 in2 /ft If one layer of horizontal bars: #4@ 6.17 in If two layers of horizontal bars: #4@ 12.35 in #5@ 9.57 in #5@ 19.14 in #6@ 13.58 in #6@ 27.16 in Footing Torsion, Tu 0.00 ft-lbs 0.00 ft-lbs Footing Allow. Torsion, phi Tu Tilt If torsion exceeds allowable, provide supplemental design for footing torsion. Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Deft@ Top of Wall (approximate only) 250.0 pci 0.080 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe because the wall would then tend to rotate into the retained sojl. @Top @ Bottom ------- 4,500 psi 60,000 psi 150.00 pcf 0.0018 3.00 in 3.00 in Page 30 of 32 • .., Project Name/Number : 520-0049 Title . Dsgnr: D.GERMAN Description .... 6" CMUWALL This Wall in File: F:\201S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX Page : 6 Date: 15 APR 2021 RetalnPro (c) 1987-2019, Build 11.19.11.12 License : KW-06os1os3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-1 4,TMS 402-16 License To : Brandow & Johnston 6" w/ #5@ 16" Solid Grout 6'--0 6'--0" 6"----------- #5@8in @Toe 3" g• 1'-3" ---- 2'-0" #5@8" - @Heel Page 31 of 32 • ~ Project Name/Number : S20-0049 Title Dsgnr: D.GERMAN Description .... 6" CMUWALL Page : 7 Date: 15 APR 2021 This Wall in File: F:\20\S20-0049 Steiner Nicks Carlsbad\Eng\Calcs\Dave\LArch Walls\S20-0049.RPX RetainPro (c) 1987-2019, Build 11.19.11.12 License: Kw-0sos1os3 Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : Brandow & Johnston 19.00psf {Strength-Level) Pp• 37500# u 75.00psf 137# ■ Hydrostatic Force ■ Lateral earth pressure due to the soil BELOW water table Page 32 of 32