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Home My WebLink About2525 EL CAMINO REAL; 111; CBC2022-0021; PermitBuilding Permit Finaled (City of Carlsbad Commercial Permit Print Date: 09/20/2022 Permit No: CBC2022-0021 Job Address: CARLSBAD, CA 92008-1206 Status: Closed -Finaled Permit Type: 2525 EL CAMINO REAL, # 111, BLDG-Commercial 1563020900 Work Class: Tenant Improvement Parcel#: Valuation: $337,476.56 Occupancy Group: M, B #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: 98 Code Edition: 2019 Sprinkled: Yes Project Title: Track#: Lot#: Project#: Plan#: Construction Type:11-B Orig. Plan Check#: Plan Check#: Applied: 01/19/2022 Issued: 03/10/2022 Finaled Close Out: 09/15/2022 Final Inspection: 09/15/2022 INSPECTOR: Alvarado, Tony Kersch, Tim Renfro, Chris Description: COTTONON; COM Tl (7,256 SF) NEW PARTIONS AND DEMO WALL BETWEEN EXISTING SPACES (111 & 113) Property Owner: R P I CARLSBAD LP 1114 AVENUE OF THE AMERICAS, # FLOOR 4: FEE BUILDING PLAN CHECK NEW YORK, NY 10036-7700 (214) 660-5232 x215232 BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl-STRUCTURAL FIRE Plan Review (per hr -Regular Office Hours) SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $3,665.16 Total Payments To Date: $3,665.16 Contractor: RETAIL CONSTRUCTION SERVICES INC 11343 39TH ST N LAKE ELMO, MN 55042-9586-WASHINGTON (651) 704-9000 Balance Due: AMOUNT $1,192.13 $194.00 $98.00 $15.00 $1,834.04 $223.50 $14.00 $94.49 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (cityiof Carlsbad I Job Address 2525 El Camino Real ' Tenant Name#: CottonON OROUP COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan CheckCBC.?OZ'Z.-ooZ.I Est. Value .8 33~'f7Gp • .S'2 PC Deposit H, t, l"fL I '.1 Date 1-,'I -Zi, 2,z._ Suite: 111 & 113 APN:,...;1..;;5..;;63;.;0..;;2..;;0;.;90;.;0;._ _____ _ Lot#: 13 Year Built: ________ _ Vear Built:___ Occupancy: Mercantne Construction Type:~ Fire sprlnklers:(:)YESO NO A/C:()YESO)NO ! BRIEF DESCRIPTION OF wpRK: Interior tenant finish of existing mall spaces -Demo demising wall between existing spaces Install new partition walls, jinishes and fixtures 0 Additlon/New:. ____________ New SF and Use,. __________ ,New SF and Use ______ SF Detk, _______ .SF Patio Cover, SF Other (Specify), ___ _ li!Tenant Improvement: ____ SF, Existing Use: _______ Proposed Use: ______ _ · 7256 SF, Existing Use: MERCANTILE Proposed Use: .:;Mc:•::.:'c:::•nc::tic:I• ___ _ D Other: ________________________________ _ PRIMARY APPLICANT Name: Katie Getz Address: 319 ELAINES CQURT City: Dodgeville State:_W_l_~Zlp: 53533 Phone: 608-407-9078 Email: katie@permit.com DESIGN PROFESSIONAL Name: Brady Harding •• CESO Address: 3601 Rigby Road I· Suite 300 PROPERTY OWNER Name: BP Retail··· Tanaka Rawls Address: PO Box 3487 City: Chicago State:_IL __ Zlp:,...;6.;.065,;..;._4 __ _ Phone: 872-264-4794 Email: tanaka.rawls@BPRetail.com CONTRACTOR OF RECORD Business Name: Retail Construction Services Address: 11343 39th St. North City: Miamisburg State: OH Zip:_4.;.53.;_4_2 ___ City: Lake Elmo State: MN Zip:._55_0_4_2 ___ _ Phone: 937-435-8584 I Phone: 651.704.1730 Email: david.sweeney@ce~inc.com Email: cottonon@retailconstruction.com Architect State License: _c_·-3_1_3_7_7 _________ CSLB License #: _______ C.lass: ______ _ carlsbad Business License# (Requlred):..;.0.;.00.;.9_5_1_1_8 ____ _ APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information on theplansisoccurate. lagree to comply with all City ordinances and State laws relating to building construction. I /l NAME {PRINT): _K_a_tie~G_e_tz______ SIGNJsi(),fD, '1 )/~ 1635Far.oday A,e Cadsbad, CA 92008 Pho 760-602-2719 Fa,::~;.:; J'Z J 01/12/2022 DATE:------ Email: Building@carlsbadca.goy REV. 10/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaf firm under penal tyof per jury that I am I icensed under provisions af Chapter 9 /commencing with Sect ion 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I a/saaffirm under penalty of perjury one of the following declarations (CHOOSE ONE}: D1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. ____________________________________________ _ -OR- □1 have and will maintain worker's compensat1on, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compens.ition insurance carrier and policy number are: Insurance Company Name: ________________________ _ Policy No. __________________________ Expiration Date: _______________ _ -OR-D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shal! not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: r hereby affirm that there is a construction lending agency for the performance of the work this permit is issued {Sec. 3097 (i) Civil Code). Lender's Name: ______________________ .Lender's Address: _____________________ _ CONTRACTOR C£RT/F/CAT/ON: The applicant crt11ies that all documents and plam clearly and accurately shmv all existing and proposed buildings, structures, accen road,, and uri/ities/utiliry easemenls All proposed modi[ico!ions and/or additions ore clearly labeled on the site pion. Ariy patentia/Jy ex1stim; detail within rhese plans incansi_,;tent wjth the site pion ore no1 approved for construction and may be required to be altered ar removed. The city's approval of thl! opp/icotiorr is boSl!d on the premi5e that the submitted documerits and plans show the correct d,mens1ons of; the property, buildings, structures ond their set bocks from property lines and from ane another; auess roads/eosement5. and utilities. rhe existing and proposed use af each building as stated is true and correct; all easements and other encumbrances to development have been occ1mnely shown and labeled os well os all an-site gradinq/:iite preporo11on All improvemen~ existm9 on the property were completed in accordance with all reguforions iri e,ristence ot the time of their comtructwn, unless othprwise noted. NAME (PRINT): _________ SIGNATURE: __________ DATE: ______ _ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. (OPTION B): OWNER·BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D r, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not Intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale}. -OR- E2)1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). -OR-01 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: 0 FORM 8·61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my s·1gnature below I acknowledge that. except for my personal residence 111 which I must li,we res:ded for at least one year prior to completion of the improvements covered by this perm rt, I cannot leg;illy sell a ~tructure that f have built as an owner-builder if 1t has no\ been constructed in its entirety by licensed con tr actors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is ovai f ab/ e upon request when this application is submitted or at the foftowing Web site: http: I lwww.le9info.ca.sov/ca/aw.html. OWNER C£RT/FJCA T/ON: The applito,1t certifies rho/ oil dorument5 ond plans clearly and accurately $how all e,risting and proposed butldmgs, structures, access roods, and utilities/utility easements. All proposed madificatians and/or odditions ore cleorly labeled on the site plan. Any potentially existing detml wilhin these plans inconsi1tent with the site pion are nat approved for tonstruc1ion and may be reqmrt'd to be altered or rema~ed. The city's oppravo/ a/ the applicorian ii bosed on the prr.m,se that !he submitted documents and plans show the correct dimensions of; the property, buildings, structures and thejr setbochfrom property Imes and from ane onothiJf; access roads/easements, ond uWities. The existing and proposed use of each building as stoled is lrue and correct; o/1 easeme'l/S ond other encumbrances to development hove been accurately shown ond lobe led as well as all arr•site grading/5rle preparalion. All ,mprovements existing cm the property 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8S58 2 REV. 10121 PERMIT IISPECTION HISTORY for (CBC2022-0021) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Dale Checklist Item Application Date: 01/19/2022 Issue Date: 03/10/2022 Expiration Date: 03/08/2023 IVR Number: Inspection No. COMMENTS 38155 Inspection Status Owner: R PI CARLSBAD LP Subdivision: CARLSBAD TCT#76-18 Address: 2525 EL CAMINO REAL, # 111 CARLSBAD, CA 92008-1206 Primary Inspector Reinspection Inspection Passed BLDG-Building Deficiency 1. Above T-bar grid ceiling, electrical, plumbing, mechanical .. scope of work per plan and approved. No 09/15/2022 09/15/2022 BLDG-Final Inspection Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Tuesday, September 20, 2022 2. Interior gypsum board/drywall method of attachment, scope of work-approved. 3. Interior tenant improvement to existing, scope of work per engineer plans and detail specifications, not ready for final inspection walk-through. pending the following: a) B-59 waste managemenUrecycle form. b) Air balance commissioning report required. c) informed contractor representative Tim regarding pending items. 191760-2022 COMMENTS Passed Tony Alvarado 1. Above T-bar grid ceiling, electrical, plumbing, mechanical., scope of work per plan and approved. 2. Interior gypsum board/drywall method of attachment, scope of work-approved. 3. Interior tenant improvement to existing, scope of work per engineer plans and detail specifications-approved. 4. 8-59 waste managemenVrecycle form-verified and approved. 5. Air balance commissioning report required-approved. Passed Yes Yes Yes Yes Complete Page 5 of 5 PERMIT INSPECTION HISTORY for (CBC2022-0021) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 01/19/2022 Issue Date: 03/10/2022 Owner: R P I CARLSBAD LP Subdivision: CARLSBAD TCT#76-18 Address: 2525 EL CAMINO REAL, # 111 Status: Closed -Finaled Expiration Date: 03/08/2023 IVR Number: 38155 CARLSBAD, CA 92008-1206 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency COMMENTS 1. Above T-bar grid ceiling, electrical, plumbing, mechanical,, scope of work per plan and approved. 2. Interior gypsum board/drywall method of attachment, scope of work-approved. 3. Interior tenant improvement to existing, scope of work per engineer plans and detail specifications, not ready for final inspection walk-through. pending the following: a) B-59 waste managemenUrecycle form. b) Air balance commissioning report required. c) informed contractor representative Tim regarding pending items. BLDG-85 T-Bar, Ceiling 191379-2022 Partial Pass Tony Alvarado Grids, Overhead Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS 1. Above T-bar grid ceiling, electrical, plumbing, mechanical,, scope of work per plan and approved. 2. Interior gypsum board/drywall method of attachment, scope of work-approved. 3. Interior tenant improvement to existing, scope of work per engineer plans and detail specifications, not ready for final inspection walk-through. pending the following: a) B-59 waste managemenUrecycle form. b) Air balance commissioning report required. c) informed contractor representative Tim regarding pending items. BLDG-Final Inspection 191278-2022 Failed Tony Alvarado Tuesday, September 20, 2022 Reinspection Inspection Passed Yes Reinspection Incomplete Passed Yes Yes Yes Yes Reinspection Incomplete Page 4 of 5 PERMIT INSPECTION HISTORY for (CBC2022-0021) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 01/19/2022 Issue Date: 03/10/2022 Owner: RP I CARLSBAD LP Subdivision: CARLSBAD TCT#76-18 Address: 2525 EL CAMINO REAL, # 111 Status: Closed -Finaled Expiration Date: 03/08/2023 IVR Number: 38155 CARLSBAD, CA 92008-1206 Scheduled Date 09/08/2022 09/09/2022 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency COMMENTS 1. rough combo and framing inspection of rear storage/supply room location, to accompany (two) new HVAC mechanical equipment platforms-(only). 2. Okay to cover with drywall. 3. Rough electrical work-OK, (above T-bar grid ceiling), all electrical junction boxes required to be labeled. 4. Commissioning report/air balance mechanical HVAC report required prior to final inspection. 5. Informed contractor representative Tim, regarding waste managemenUrecycle B - 59 form, completed at final inspection. BLDG-84 Rough Combo(14,24,34,44) 190795-2022 Partial Pass Tony Alvarado Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS 1. rough combo and framing inspection of rear storage/supply room location, to accompany (two) new HVAC mechanical equipment platforms-(only). 2. Okay to cover with drywall. 3. Rough electrical work-OK, (above T-bar grid ceiling), all electrical junction boxes required to be labeled. 4. Commissioning report/air balance mechanical HVAC report required prior to final inspection. 5. Informed contractor representative Tim, regarding waste managemenUrecycle B - 59 form, completed at final inspection. 09/08/2022 BLDG-14 191291-2022 Partial Pass Tony Alvarado Frame/Steel/Bolting/We lding (Decks) Checklist Item BLDG-Building Deficiency COMMENTS 1. New exterior load-bearing, existing concrete tilt-up wall opening. 2. New exterior loadbearing wall opening is 4 feet by 4 feet, to accommodate new mechanical unit return supply air. 3. 3. 3. New steel louvered vented mechanical HVAC opening -approved per structural engineer's revised detail specifications. 09/09/2022 BLDG-17 Interior Lath/Drywall 191380-2022 Passed Tony Alvarado Tuesday, September 20, 2022 Reinspection Inspection Passed Yes Reinspection Incomplete Passed Yes Yes Yes Reinspection Incomplete Passed Yes Complete Page 3 of 5 ' " ' PERMIT INSPECTION HISTORY for (CBC2022-0021) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 01/19/2022 Issue Date: 03/10/2022 Owner: R P I CARLSBAD LP Subdivision: CARLSBAD TCT#76-18 Address: 2525 EL CAMINO REAL, # 111 Status: Closed -Finaled Expiration Date: 03/08/2023 IVR Number: 38155 CARLSBAD, CA 92008-1206 Scheduled Date 06/23/2022 06/30/2022 07/06/2022 09/06/2022 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Partial pass rough combo and framing inspection of storefront entryway header, east and west side walls only. Okay to drywall 06/23/2022 BLDG-17 Interior Lath/Drywall 185567-2022 Partial Pass Chris Renfro Checklist Item COMMENTS BLDG-Building Deficiency Partial pass on walls only 06/30/2022 BLDG-44 186152-2022 Partial Pass Chris Renfro Rough/Ducts/Dampers Checklist Item COMMENTS BLOG-Building Deficiency Partial pass, Back of the store pending BLDG-85 T-Bar, Ceiling 186078-2022 Partial Pass Chris Renfro Grids, Overhead Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Partial pass on storefront areas. Back of store in employee areas pending 07/06/2022 BLDG-17 Interior Lath/Drywall 186426-2022 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on ceilings in front store room areas only 09/06/2022 BLDG-44 190979-2022 Partial Pass Tony Alvarado Rough/Ducts/Dampers Tuesday, September 20, 2022 Reinspection Inspection Passed No Yes Yes Yes Yes Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Re inspection Incomplete Passed No Yes Yes Yes Yes Reinspection Incomplete Passed Yes Reinspection Incomplete Page 2 of 5 Building Permit Inspection History Finaled (_ City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0021) Permit Type: BLDG-Commercial Application Date: 01/19/2022 Owner: R P I CARLSBAD LP Work Class: Tenant Improvement Issue Date: 03/10/2022 Subdivision: CARLSBAD TCT#76-18 Status: Closed -Finaled Expiration Date: 03/08/2023 Address: 2525 EL CAMINO REAL, # 111 IVR Number: 38155 CARLSBAD, CA 92008-1206 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 04/11/2022 04/11/2022 BLDG-34 Rough 180240-2022 Partial Pass Chris Renfro Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Courtesy inspection. No rough electrical No installed 05/09/2022 05/09/2022 BLDG-24 RoughfTopout 182209-2022 Failed Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 0511012022 0511012022 BLDG-11 182429-2022 Passed Chris Renfro Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-24 Rough/Topout 182294-2022 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/19/2022 05/19/2022 BLDG-81 Underground 183046-2022 Passed Tim Kersch Complete Combo(11, 12,21,31) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-11 Foundation-Ftg-Piers Yes (Rebar) BLDG-12 Steel-Bond Beam Yes BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring 06/15/2022 06/15/2022 BLDG-44 184974-2022 Partial Pass Chris Renfro Reinspection Incomplete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass rough duct inspection OK to Yes wrap BLDG-84 Rough 184973-2022 Partial Pass Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Tuesday, September 20, 2022 Page 1 of 5 RECORD CQP¥cISTERED DEPUTY INSPECTOR'S CERTIFICATE OF COMPLIANCE City of Carlsbad MAY 12 7072 BUILDING DIVISION Address 2525 EL CAMINO REAL #111 & 11 3. CARLSBAD, CA. Date of Certificate s.O9.22 (MONDAY) Fabricator HILTI Permit cBc2O22-0021 TO THE SUPERINT ENDENT OF BUILDING: CITY INSPECTOR: ___________ _ I hereby certify that the following portion of the work at the above job address which required continuous and/or periodic inspection, and which I was employed to inspect, was inspected and approved by me and complies with provisions of the building Codes.applicable thereto: Type of inspection: D Steel Construction D Concrete Construction D Masonry Construction D Wood Construction D Soils t:] Sprayed Fire-Resistant Materials D Smoke Control Cl Prestressed Concrete ~ Drilled-in Anchor tj Gunite / Shotcrete D Seismic Resistance D Methane D Exterior Insulation & Finish System D Wind Resistance D Other: ______ _ Location and Description of work completed ARRIVED ON SITE TO PERFORM A VISUAL INSPECTION ON THE FOLLOWING: DRILLED IN A NC HORS A). '-IATERIAL: 5/8" SMOOTH DOWELS, HIL Tl RE2O0 B). LOCATION: ISOLATED FOOTINGS C). AREA: ISOLATED FOOTINGS FOR NEW POSTS D). DEPTH: 6 " E). C ONNECTIO N : (E) SLAB TO (N ) ISOLATED FOOTINGS VIA 5/8" SMOOTH DOWELS F). DETAIL: PER STRUCTURAL ENGINEER G). ALL REBAR WAS INSERTED IN A COUNTER CLOCKWISE ROTATION TO ELIMIN ATE ANY AND ALL ENTRAINED A I R Time Arrived: Time Left Job: I FOOTING SCHEDUl.£ • ISOI.ATED FOOTINGS I 'l'i i,;1l 1>¥lsl -P.S.I.: ~!!_::_~--~-Signature: Registration Number: Registered Deputy Building Inspector: Employed by: ICC #5242461 Print Full Name: Lab: Cell Phone Number: Independent: E-Mail Address: 00 NOT AMEND, ALTER, CHANGE, DELETE OR APPEND ANY PRINTED PORTION OF THIS CERTIFICATE AS IT WILL RENDER IT NULL AND VOID. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability, and upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. IN.Form 07 (Rev. 03-18-2016) www.ladbs.org INTERWESl DATE: 03-04-2022 JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBC2022-0021 PROJECT ADDRESS: 2525 El Camino Real PROJECT NAME: CottonOn-Com-TI SET II □ APPLICANT □ JURIS. [gj 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 the applicant's information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to torward to the applicant contact person. D The applicant's copy of the check list has been sent to the jurisdiction at: [gj lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person 0 REMARKS: By: Martha McNicholas, P.E. lnterwest Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 I 23 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CBC2022-0021 2525 EL CAMINO REAL #111 Cotton On-The Shoppes at Carlsbad COTTONON; COM Tl (7,256 SF) NEW PARTIONS AND DEMO WALL BETWEEN EXISTING SPACES (111 & 113) 2525 El Camino Real Carlsbad, CA 92008 1563020900 1/19/2022 CBC2022-0021 Structural Calculations Submitted by SMBH, Inc. 01/07/2022 SMBH STRUCTURAL ENGINEERING Jon Beier, P.E., S.E., LEED AP (Signing Engineer) Principal+ Vice President Michelle Constantine, P.E. Project Engineer SMBH, Inc 1166 Dublin Road Suite 200 Columbus, Ohio 43215 Phone: 614-481-9800 Email: mconstantine@smbhinc.com SMBH Job Number: 321-003.013 >-1-- 01/ 01 I 2022 \TC Haza,rds by Location https://ha1ards.atcouncil.org/#/seismic·)Jat-33.178 l 877 &Ing=-117 .3324 .. I of2 l\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: 2525 El Camino Real, Carlsbad, CA 92008, USA 33.1781877, -117.3324498 38 ft 2022-01-03T17:32:59.243Z Seismic ASCE7-16 II D-default Basic Parameters Name Value Description Ss 1.009 MCER ground motion (period=0.2s) S1 0.368 MCER ground motion (period=1.0s) I' SMS 1.21 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value Sos 0.807 Numeric seismic design value at 0.2s SA S 1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 •Additional Information I. H .. , e GROUND MOTION HAZARD ANAL YIS IS NOT REQUIRED DUE TO EXCEPTION IN 11.4.8 OF ASCE 7-16. THEREFORE, Name Value Description --Fv = 1.932 (Table 11.4-2) (Eqn. 11.4-2) (Eqn. 11.4-4) soc * null Fa 1.2 Fv * null CRs 0.901 CR1 0.911 PGA 0.441 FPGA 1.2 Seismic design category Site amplification factor at 0.2s Site amplification factor at 1. Os Coefficient of risk (0.2s) Coefficient of risk (1.0s) MCE8 peak ground acceleration Site amplification factor at PGA SM1 = (Fv)(S1) = 0.71 S01 = (2/3)SM1 = 0.47 SOC= D (Table 11.6-1 & 11.6-2) 1/3/2022, 12:33 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat~33.1781877&1ng~-I, 17.3324 ... 2 of2 PGAM 0.529 TL 8 SsRT 1.009 SsUH 1.12 SsD 1.5 S1RT 0.368 S1UH 0.405 S1D 0.6 PGAd 0.502 • See Section 11.4.8 Site modified peak ground acceleration Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted 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) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability 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 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 liability 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 building site described by latitude/longitude location in the report. 1/3/2022, 12:33 PM SMBH STRUCTURAL ENGINEERING PROJECT LOCATION: GOVERNING BUILDING CODE: MINIMUM DESIGN LOAD PER: INTERIOR PRESSURE: SEISMIC LOAD - RISK CATERGORY: IMPORTANCE FACTOR: SITE CLASS: SOS: Ip: ap: Rp: z/h: F, = 0.3Sn,J ,11',i fnu1 J PROJECT: COTTON ON -SHOPPES AT CARLSBAD TASK: CLIENT: CESO CARLSBAD,CA 2018 INTERNATIONAL BUILDING CODE ASCE7-16 5 psi II I D 0.807 1 1 2.5 1 =0.39Wp * 0.7 = 0.27Wp (ASD). Governs =0.24Wp * 0.7 = 0.17Wp (ASD) =1.29Wp * 0.7 = 0.91Wp (ASD) NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 PROJECT: COTTON ON -SHOPPES AT CARLSBAD 1illrrm1i! S M 8 H 51 IP STRUCTURAL ENGINEERING HEADER#3: Framing Load: 3/4" Plywood TASK: CLIENT: 3 5/8", 20 GA framing stud@ 16" O.C. 6", 20 GA framing stud @ 16" O.C. Electrical and Lighting Load Self weight Total load SPAN = 9.34 ft = 112 in CESO SECTION 1/S100 = 3.2 psf * (3.34 ft/2) = 5.4 pit = 0.9 pit* (3.34 ft/2) * 16/12 = 2.0 pit = 1.2 plf * (3.34 ft/2) * 16/12 = 2.7 pit = 1 O plf (Assumption) = 10 pit = 30.1 pit -> Consider 31 plf USE (2) 800S162-54 HEADER -OK, SEE THE FOLLOWING PAGES BEARING PRESSURE: Allowable Bearing Pressure = 1500 psi HEADER #3 DESIGN LOAD (SEE 2/S100 CALCS) = R1 = 102 plf HEADER #3 SPAN (SEE 2/S100 CALCS) = 16.67 ft= 200 in V = 102 pit* (16.67 ft/2) + 31 pit* (9.34 ft/2) = 995 lb Slab thickness = 4 in (Assumption) Bearing Area= (4 in + 3.625 in + 4 in)'2 = 135.15 in'2 = 0.94 ft'2 Bearing Pressure= VIA= 1059 psi< 1500 psi -> O.K. NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1/4/2022 SECTION DESIGNATION: 800S162-54 [50) (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Header/Beam Solver Design Data -Simple Span Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Defiection Limit L/360 Header/Beam Span 9.34 ft Dead Load= 31.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb=1.14 lyy (Box) = 2.571 inA4 J (Box) = 6.540 inA4 Lu=671.1in Mmax = 338 Ft-Lb<= Ma= 6132 Ft-Lb Check Deflection Defiection Limit: L/360 Maximum Defiec!ion = 0.016 in Check Shear Vmax = 145 lb (Including Flexural Load Multiplier) Deflection Ratio = L/7022 Shear capacity not reduced for punchouts near ends of member Va= 4183 lb>= Vmax Check Web Crippling Rmax = 145 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra= 1149 lb>= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in _.SMBH STRUCTURAL ENGINEERING PROJECT: COTTON ON -SHOPPES AT CARLSBAD NO: 321-003.C01 TASK: PAGE: ENG: MJC CLIENT: CESO DATE: 01/07/2022 SECTION 2/S100 Distance from T/Entry to T/Mall Ceiling Framing Load (P1): 5/8" Gypsum Board 3 5/8", 20 GA framing stud@ 16" O.C. 6", 20 GA framing stud@ 16" O.C. Electrical and Lighting Load Self weight Total load Framing Load (P2): 5/8" Gypsum Board 3 5/8", 20 GA framing stud@ 16" O.C. 6", 20 GA framing stud@ 16" O.C. Electrical and Lighting Load Self weight Total load Framing Load (P3): Rolling Door Height Rolling Door Weight Total load P3 P1 1 l = 11'-10 1/2" -9'-2 1/4" = 2'-81/4" = 2.75 psi* (3.67 ft/2 + 1 ft)= 7.8 plf = 0.9 plf * (3.6711/2 + 1 ft+ 2.69 ft)* 16/12 = 6.7 plf = 1.2 plf * (3.67 11/2 + 1 ft) * 16/12 = 4.6 plf = 1 O plf (Assumption) = 10 plf = 39.1 plf -> Consider P1 = 40 plf = 2. 75 psi * (3.67 11/2) = 5.1 plf = 0.9 plf * (3.67 11/2 + 2.69 ft) * 16/12 = 5.5 plf = 1.2 plf * (3.67 11/2) * 16/12 = 3.0 plf = 1 O plf (Assumption) = 10 plf = 33.6 plf -> Consider P2 = 34 plf = 10.167 ft = 2 psi = 21 plf -> Consider P3 = 25 plf W= 10 PLF P2 l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_,, __ 'i=_ __ ~_ 3'-8"~--__j:l i t R1 = 102 plf R2 = 48 plf ... SMBH --STRUCTURAL ENGINEERING HEADER #5: DESIGN LOAD= R1 = 102 plf SPAN= 33.5 ft= 402 in PROJECT: COTTON ON -SHOPPES AT CARLSBAD TASK: CLIENT: CESO SECTION 2/S100 (CONT.) USE (2) 1600S250-97 HEADER -OK, SEE THE FOLLOWING PAGES HEADER #4: DESIGN LOAD = R1 = 48 plf SPAN= 33.5 ft= 402 in USE (2) 1600S162-97 HEADER -OK, SEE THE FOLLOWING PAGES NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1/4/2022 SECTION DESIGNATION: 1600S250-97 [50) (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 16.000 in 2.500 in 2.500 in 0.625 in 1.500 in Header/Beam Solver Design Data -Simple Span Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit L/360 Header/Beam Span 33.50 ft Dead Load = 102.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb= 1.14 lyy (Box) = 21.170 in'4 J (Box)= 59.313 in'4 Lu= 957.5 in Mmax = 14309 Ft-Lb<= Ma= 34844 Ft-Lb Check Deflection Deflection Limit: L/360 Maximum Deflection= 0.727 in Check Shear Vmax = 1709 lb (Including Flexural Load Multiplier) Deflection Ratio = L/553 Shear capacity not reduced for punchouts near ends of member Va = 12087 lb >= Vmax Check Web Crippling Rmax = 1709 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 3094 lb >= Rmax, stiffeners not required 0.1017in 0.1526 in 50.0 ksi 50.0 ksi 4.000 in ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1/4/2022 SECTION DESIGNATION: 1600S162-97 [50) (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 16.000 in 1.625 in 1.625 in 0.500 in 1.500 in Header/Beam Solver Design Data -Simple Span Design Thickness= Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit L/360 Header/Beam Span 33.50 ft Dead Load = 48.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb= 1.14 lyy (Box) = 8.450 inA4 J (Box)= 26.754 inA4 Lu= 496.7 in Mmax = 6734 Ft-Lb <= Ma = 28632 Ft-Lb Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.421 in Check Shear Vmax = 804 lb (Including Flexural Load Multiplier) Deflection Ratio = L/955 Shear capacity not reduced for punchouts near ends of member Va = 12087 lb >= Vmax Check Web Crippling Rmax = 804 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 3094 lb >= Rmax, stiffeners not required 0.1017 in 0.1526in 50.0 ksi 50.0 ksi 4.000 in ---. SMBH --STRUCTURAL ENG/NEERING PROJECT: TASK: CLIENT: HEADER#4: Framing Load: 5/8" Gypsum Board 3 5/8", 20 GA framing stud@ 16" O.C. 6", 20 GA framing stud @ 16" O.C. Electrical and Lighting Load Self weight Total load COTTON ON -SHOPPES AT CARLSBAD CESO DETAIL 6/S200 = 2. 75 psf * 4.67 ft = 12.9 plf = 0.9 pit* 4.67 ft* 16/12 = 5.6 pit = 1.2 pit* 4.67 ft* 16/12 = 7.5 plf = 1 O plf (Assumption) = 10 pit = 46 plf -> Consider 50 plf POINT LOAD FROM HEADER #5 (SEE 2/S100 CALCS) = 2660 lb POINT LOAD FROM HEADER #4 (SEE 2/S100 CALCS) = 1209 lb SEE NEXT PAGE FOR LOAD ANALYSIS AND REACTIONS Cantilevered end length = 0.33ft = 4in M = 0.907 kip*ft = 10.84 kip*in V = 2680 lb L/360 = 4in * 2 / 360 = 0.022 in USE (2) 1600S162-97 HEADER Mad= 2*136.5 kip*in = 273 kip*in > 10.84 kip*in -> O.K. lxe =2* 56.85 inA4 = 113. 7 inA4 Dell= 2660 lb* (4in)A3 / (3 * 29000 * lxe) = 0.0172 in< 0.022 in -> O.K. Allowable web crippling load = 3094 lb > 2680 lb -> O.K. USE (2) 1200S162-97 HEADER -OK, SEE THE FOLLOWING PAGES NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 PROJECT: COTTON ON -SHOPPES AT CARLSBAD TASK: STRUCTURAL ENGINEERING CLIENT: CESO DETAIL 6/S200 (CONT.) CONNECTION CHECK: V (SEE ENERCALC RESULTS) = 2680 lb No. Screws (N) = 8 NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 #10 SCREWS INTO 18 GA & 12 GA METAL= N * 347 lb= 2776 lb> 2680 lb -> O.K. SEE NEXT PAGE FOR SCREW CAPACITY BEARING PRESSURE@ EXT POST: Allowable Bearing Pressure = 1500 psi V (SEE ENERCALC RESULTS) = 1180 lb Slab thickness= 4 in (Assumption) Bearing Area= (4 in + 3.625 in + 4 in)A2 = 135.15 inA2 = 0.94 ftA2 Bearing Pressure = V/A = 1256 psi< 1500 psf -> O.K. BEARING PRESSURE@ INT POST: Allowable Bearing Pressure = 1500 psi V (SEE ENERCALC RESULTS) = 2900 lb Footing Dimensions = 2 ft Bearing Area= (2 lt)A2 = 4 ftA2 Bearing Pressure= V/A = 725 psi< 1500 psi -> O.K. General Beam DESCRIPTION: Header Check General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = Span #2 Span Length = Span #3 Span Length = 0.340 ft 3.670 ft 0.340 ft D(2.66) ;;. Area= Area= Area= Project Title: Engineer: Project ID: Project Descr: 1.0 in'2 1.0 in'2 1.0 in"2 File: Car1sbad_Calcs:ec6 Software copyright ENERCALC, INC. 1983-2020, Buik:1:12.20.8.24 Moment of Inertia = Moment of Inertia = Moment of Inertia 1.0 in'4 1.0 in"4 1.0 in'4 0(1.21) ;;. Span F-0.P,4.Il...ft_ ___ _ _span __ =_.J_67D tt Spa.r\.¥' O.f340 ft Applied Loads Load for Span Number 1 Uniform Load : D = 0.050 k/ft, Tributary Width= 1.0 ft Point Load : D = 2.660 k@ 0.0 ft Load for Span Number 2 Uniform Load : D = 0.050 k/ft, Tributary Width= 1.0 ft Load for Span Number 3 Uniform Load : D = 0.050 k/ft, Tributary Width= 1.0 ft Point Load : D = 1.210 k@ 0.340 ft DESIGN SUMMARY Maximum Bending = load Combination Span# where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection I 0.907 k-ft I ¥0¥R Span# 1 0.340 ft 0.000 in 0.000 in 0.028 in -0.061 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Service loads entered. Load Factors will be applied for calculations. Maximum Shear = Load Combination Span # where maximum occurs Location of maximum on span 0 0 294 718 Summary of Moment Values (k·ft) I 2.677 k I +b+H Span# 1 0.340 ft Shear Values (k) Segment Length Span# M V Mmax+ Mmax-Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Enve!OPe Dsgn. L = 0.34 ft 1 -0.91 0.91 2.68 Osgn. L = 3.67ft 2 -0.00 -0.91 0.91 1.23 Dsgn. L = 0.34 ft 3 -0.41 0.41 1.23 +D+H Dsgn. L = 0.34 ft 1 -0.91 0.91 2.68 Dsgn. L = 3.67ft 2 -0.00 -0.91 0.91 1.23 Dsgn. L = 0.34 ft 3 -0.41 0.41 1.23 +D+l+H Dsgn. L = 0.34ft 1 -0.91 0.91 2.68 Dsgn. L = 3.67ft 2 ·0.00 -0.91 0.91 1.23 Dsgn. L = 0.34ft 3 -0.41 0.41 1.23 +D+Lr+H Dsgn. L = 0.34 ft 1 -0.91 0.91 2.68 Dsgn. L = 3.67 ft 2 ·0.00 -0.91 0.91 1.23 Dsgn. L = 0.34 ft 3 -0.41 0.41 1.23 ; General Beam DESCRIPTION: Header Check Load Combination Segment Length Span# +D+s+H Dsgn. L = 0.34ft 1 Dsgn. L = 3.67 ft 2 Dsgn. L = 0.34 ft 3 +D+0.750Lr+0.750L +H Dsgn. L = 0.34 ft 1 Dsgn. L = 3.67ft 2 Dsgn. L = 0.34 ft 3 +D+0.750L +0.750S+H Dsgn. L = 0.34ft 1 Dsgn. L = 3.67ft 2 Dsgn. L = 0.34ft 3 +D+0.60W+H Dsgn. L = 0.34 ft 1 Dsgn. L = 3.67ft 2 Dsgn. L = 0.34 ft 3 +D+O. 750Lr+O. 750L +O .450W+H Dsgn. L = 0.34 ft 1 Dsgn. L = 3.67ft 2 Dsgn. L = 0.34ft 3 +D+0.750L +0. 750S+0.450W+H Dsgn. l = 0.34ft 1 Dsgn. l = 3.67ft 2 Dsgn. L = 0.34 ft 3 +0.60D+0.60W+0.60H Dsgn. L = 0.34 ft 1 Dsgn. L = 3.67ft 2 Dsgn. L = 0.34 ft 3 +D+0.70E+0.60H Dsgn. L = 0.34 ft 1 Dsgn. L = 3.67ft 2 Dsgn. l = 0.34ft 3 +D+0.750l +0.750S+0.5250E+H Dsgn. L = 0.34ft 1 Dsgn. L = 3.67 ft 2 Dsgn. L = 0.34 ft 3 +0.60D+0.70E+H Dsgn. L = 0.34 ft 1 Dsgn. L = 3.67ft 2 Dsgn. L = 0.34ft 3 Overall Maximum Deflections Load Combination DOnly D Only Vertical Reactions Load Combination --------Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L +H +D+0.750L +0.750S+H +D+0.60W+H +D+0. 750Lr+0. 750L +0 .450W+H +D+0.750L +0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0. 750L +0. 750S+0. 5250E+H +0.60D+0.70E+H DOnly Lr Only LOnly Max Stress Ratios M V Span Max."·" Deft 1 0.0276 2 0.0000 3 0.0204 Support 1 Support 2 2.903 2.903 2.903 2.903 2.903 2.903 2.903 2.903 2.903 2.903 1.742 2.903 2.903 1.742 2.903 Project Title: Engineer: Project ID: Project Descr: File: Carlsbad~Ci:ITCS.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 Summary of Moment Values (k-ft) Shear Values (k) Mmax+ Mmax -Ma -Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega ---------- -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.54 0.54 1.61 -0.00 -0.54 0.54 0.14 -0.25 0.25 0.14 -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.91 0.91 2.68 -0.00 -0.91 0.91 1.23 -0.41 0.41 1.23 -0.54 0.54 1.61 -0.00 -0.54 0.54 0.14 -025 0.25 0.74 Location in Span Load Combination Max."+" Deft Location in Span 0.000 0.0000 0.000 0.000 D Only -0.0613 1.719 0.340 0.0000 1.719 Far left is #1 Values in KIPS Support 3 1.184 1.184 1.184 1.184 1.184 1.184 1.184 1.184 1.184 1.184 0.111 1.184 1.184 0.111 1.184 PROJECT: COTTON ON -SHOPPES AT CARLSBAD NO: 321-003.C01 .SMBH --STRUCTURAL ENGINEERING TASK: Connection Type r. Screws r Welds ·· Screw Connections: CLIENT: CESO I L. .. Calculate .. .J) r Tl (in contact with screw Head) ~f===.....-~ T2 (NOT in contact with screw Head) Screw Diameter jt:1:1 o iJ (in) Head/Ill asher Diameter !03125 ..:] (in) Thickness (in) Tl j□0451 ..:) Fu (ksi) Edge Distance (in) 145 3 !NA ..:) T2 !01017 ..:) 165 3 INA 3 Screw Capacity Nominal ASD Pn Pn/Omeila Shear 1041.1 II 347.0 Pull-0 ut (T 2) I 739.1 246.4 Pull Over (T1) I 951.3 317.1 Min Req'd Screw Strength Notes: Shear, Pss Tension, Pts 1301.4 1189.2 PAGE: ENG: MJC DATE: 01/07/2022 LRFD I I phi x Pn 520.6 (lb/Screw) 369.6 (lb/Screw) 475.7 (lb/Screw) 1301.4 (lb/Screw) 1189.2 (lb/Screw) 1. Pullout values assume screw full_y penetrates T2 2. Minimum edge distance= 1.5d = 0.285 (in) STRUCTURAL ENGINEERING HEADER #6: Design Load: Rolling Door Weight Rolling Door Length PROJECT: COTTON ON -SHOPPES AT CARLSBAD TASK: CLIENT: CESO SECTION 3/5100 = 21 plf = 73.34 ft = 11.5 ft NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 Compressed Rolling Door Length Total load = 21 pit (73.34 ft/ 11.5 ft) = 134 plf -> Consider 150 plf SPAN= 15 ft= 180 in USE (2) 8008162-68 HEADER -OK, SEE THE FOLLOWING PAGES BEARING PRESSURE: Allowable Bearing Pressure = 1500 psi V = 150 plf * (15 ft/2) = 1125 lb Slab thickness= 4 in (Assumption) Bearing Area= (4 in + 3.625 in + 4 in)(4 in + 6 in + 4 in) = 162.75 inA2 = 1.13 ftA2 Bearing Pressure= VIA= 996 psi< 1500 psi -> O.K. ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 117/2022 SECTION DESIGNATION: 800S162-68 (50) (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip = Punchout Width = 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Header/Beam Solver Design Data -Simple Span Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Deflection Limit L/360 Header/Beam Span 15.00 ft Dead Load = 150.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb= 1.14 lyy (Box)= 3.192 inA4 J (Box)= 8.155 inA4 Lu= 675.5 in Mmax = 4219 Ft-Lb <= Ma = 8300 Ft-Lb Check Deflection Deflection Limit: L/360 Maximum Deflection = 0.408 in Check Shear Vmax = 1125 lb (Including Flexural Load Multiplier) Deflection Ratio = L/441 Shear capacity not reduced for punchouts near ends of member Va = 8441 lb >= Vmax Check Web Crippling Rmax = 1125 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 1764 lb >= Rmax, stiffeners not required 0.0713 in 0.1070 in 50.0 ksi 50.0 ksi 4.000 in PROJECT: COTTON ON -SHOPPES AT CARLSBAD NO: 321-003.C01 TASK: ·.:ls,.._111 ~SM B H STRUCTURAL ENGINEERING Framing Load (P1): 3/4" Plywood CLIENT: 3 5/8", 20 GA framing stud@ 16" O.C. 6", 20 GA framing stud@ 16" O.C. Electrical and Lighting Load Self weight Total load Framing Load (P2): 3/4" Plywood 3 5/8", 20 GA framing stud@ 16" O.C. 6", 20 GA framing stud@ 16" O.C. Electrical and Lighting Load Self weight Total load Framing Load (P3): Rolling Door Height Rolling Door Weight Total load P3 l P1 1 i R1 = 92 plf PAGE: ENG: MJC CESO DATE: 01/07/2022 SECTION 5/S100 = 3.2 psf * (3.34 ft/2 + 1 ft) = 8.6 plf = 0.9 plf * (3.34 ft/2 + 1 ft) * 16/12 = 3.2 plf = 1.2 plf * (3.34 ft/2 + 1 ft) * 16/12 = 4.3 plf = 1 O plf (Assumption) = 10 plf = 36.1 plf -> Consider P1 = 37 plf = 3.2 psi * (3.34 ft/2) = 5.4 plf = 0.9 plf * (3.34 ft/2) * 16/12 = 2.0 plf = 1.2 plf * (3.34 ft/2) * 16/12 = 2. 7 plf = 1 O plf (Assumption) = 10 plf = 30.1 plf -> Consider P2 = 31 plf =10.16711 = 2 psf = 21 plf -> Consider P2 = 25 plf W = 10 PLF P2 l t R2 = 33 plf PROJECT: COTTON ON -SHOPPES AT CARLSBAD TASK: STRUCTURAL ENGINEERING CLIENT: CESO SECTION 5/S100 (CONT.) HEADER#3: DESIGN LOAD = 92 plf SPAN = 9.34 ft= 112 in USE (2) 800S162-54 HEADER-OK, SEE THE FOLLOWING PAGES BEARING PRESSURE@ EXT POST: Allowable Bearing Pressure= 1500 psi HEADER #4 DESIGN LOAD (SEE 2/S100 CALCS) = R2 = 48 plf HEADER #4 SPAN (SEE 2/S100 CALCS) = 33.5 ft= 402 in V = 48 plf * (33.5 ft/2) + 33 plf * (9.34 ft/2) = 958 lb Slab thickness = 4 in (Assumption) Bearing Area= (4 in + 3.625 in + 4 in)A2 = 135.15 inA2 = 0.94 ftA2 Bearing Pressure= V/A = 1020 psi< 1500 psi -> O.K. BEARING PRESSURE@ INT POST: Allowable Bearing Pressure = 1500 psi HEADER #5 DESIGN LOAD (SEE 2/S100 CALCS) = R1 = 102 plf HEADER #5 SPAN (SEE 2/S100 CALCS) = 33.5 ft= 402 in V = 102 plf * (33.5 ft/2) + 92 plf * (9.34 ft/2) = 2139 lb Footing Dimensions = 2 ft Bearing Area = (2 ft)A2 = 4 ftA2 Bearing Pressure= V/A = 535 psi< 1500 psi -> O.K. NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1/4/2022 SECTION DESIGNATION: 8005162-54 [50] (2) Boxed Input Properties: Web Height= Top Flange= Bottom Flange = Stiffening Lip= Punchout Width = 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in Header/Beam Solver Design Data -Simple Span Design Thickness = Inside Corner Radius = Yield Point, Fy = Fy With Cold-Work, Fya = Punchout Length = Defiection Limit L/360 Header/Beam Span 9.34 ft Dead Load = 92.0 lb/ft DL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb=1.14 lyy (Box) = 2.571 inA4 J (Box) = 6.540 inA4 Lu=671.1in Mmax = 1003 Ft-Lb<= Ma= 6132 Ft-Lb Check Deflection Deflection Limit: L/360 Maximum Defiection = 0.047 in Check Shear Vmax = 430 lb (Including Flexural Load Multiplier) Defiection Ratio = L/2366 Shear capacity not reduced for punchouts near ends of member Va= 4183 lb>= Vmax Check Web Crippling Rmax = 430 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 1149 lb >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in ,ll,l!llllll s M B H , __ STRUCTURAL ENGINEERING PROJECT: COTTON ON -SHOPPES AT CARLSBAD TASK: CLIENT: CESO DIAGONAL BRACE DESIGN T/ENTRY ELEVATION = 9'-2 1/4" T/MALL CEILING ELEVATION = 11'-10 1/2" B/CONCRETE DECK ELEVATION = 16'-2 1/2" INTERIOR PRESSURE = 5 PSF * 11'-10 1/2" * 1/2 = 30 PLF SEISMIC LOAD (SECTION 2) = NO: 321-003.C01 PAGE: ENG: MJC DATE: 01/07/2022 150 PLF (FROM FRAMING)+ 10 PLF (HEADER SELF WEIGHT)* 0.27 (SEE DESIGN CRITERIA PAGE)= 43.2 PLF (GOVERNS) -> Consider 44 PLF DIAG LENGTH= (16'-2 1/2" -9'-2 1/4") / 0.707 (45 DEGREE)= 9.9 FT DIAGONAL SPACING = 24" c/c ALLOWABLE AXIAL LOAD (SEE NEXT PAGE) = LOAD AT EACH STUD = 44 plf * (24/12) / 0. 707 (45 degree) = 125 lb ALLOWABLE AXIAL LOAD (SEE NEXT PAGE)= 456 lb> 125 lb -> O.K. CONNECTION CHECK: Axial Loading = 125 lb No. Screws (N) = 3 #8 SCREWS INTO 20 GA & 12 GA METAL= N * 164 lb= 492 lb> 125 lb -> O.K. SEE NEXT PAGE FOR SCREW CAPACITY SEE NEXT PAGE FOR CONCRETE ANCHOR BOLT DESIGN PROJECT: COTTON ON -SHOPPES AT CARLSBAD SMBH TASK: STRUCTURAL ENGINEERING [ Connection Type j r. Screws 1 Welds Screw Connections CLIENT: CESO Section !362 ..:Jls1s2 ..:Jl-33 ..:J !single ..:J F .I' (ksi) !33 ..:J Punched ! Overall Member Length (KxLx) ISE ..:J (ft) ASD Load j1_0 __:] Multiplier Weak Axis Bracing (in. o.c.) Allowable Axial Loads (lb) Max KL/r Concentric NONE MID Pt I: ::::::calculate::: : :! Screw Capacity r Tl [in contact with screw Head] Nominal ASD LRFO --==l::::::::::T =--~ 1, (NOT io ~taci with screw Head] Screw Diameter !118 ..:] (in} Shear Pn .rn/0meqal phi x Pn 492.6 164.2 l 246.3 Pull-Out(T2) I 217.0 Pull Over [Tl l I 729.8 72.3 243.3 Min Req'd Screw Strength 108.5 364.9 NO: 321 -003.C01 PAGE: ENG: MJC DATE: 01/07/2022 (lb/Screw) (lb/Screw] [lb/Screw} Head/\1/asher !0.3125 3 Shear, Pss Tension. Pts 615.8 912.3 615.8 (lb/Screw] Diameter (in] 912.3 (lb/Screw) Thickness (in) Fu (ksi) Edge Distance (in) Tl 10.0346 ~ 145 ~ INA ~ Notes: 1. Pullout values assume screw fully penetrates T 2 T2 10.0346 3 j45 3 iNA 3 2. Minimum edge distance= 1.5d = 0.246 (in} 1 : i i 5 • • ----------------------Hilti PROFIS Engineering 3.0.74 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Specifier's comments: 1 Input data Anchor type and diameter: Item number: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: I Concrete -Jan 4, 2022 KWIK HUS-EZ (KH-EZ)-P 1/4 (1 5/8) 2169857 KH-EZ P 1/4"x2 5/8" h81 = 1.180 in., hnom = 1.625 in. Carbon Steel ESR-3027 1/1/2021 112/1/2021 Design Method ACI 318 / AC193 eb = 0.000 in. (no stand-off); t = 0.500 in. Page: Specifier: E-Mail: Date: Anchor plate R : Ix x ly x t = 2.000 in. x 6.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) Profile: Base material: Reinforcement: no profile cracked concrete, 2500, fc' = 2,500 psi; h = 4.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no R -The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, In.lb] X Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hllti AG. FL-9494 Schaan HilU Is a registered Trademar1< of Hilti AG, Schaan .. 1/4/2022 •=iiS-• Hilti PROFIS Engineering 3.0.74 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: 1.1 Design results Case I Concrete -Jan 4, 2022 Description Combination 1 Page: Specifier: E-Mail: Date: Forces [lb]/ Moments [in.lb] N = 125; Vx = 0; Vy= 0; M, = 0; My = 0; Mz = 0; Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 1/4/2022 Seismic Max. Util. Anchor(%] no 21 2 i : i i S • • ---------------------Hilti PROFIS Engineering 3.0.74 www.hilti.com Company: Address: Phone I Fax: I Design: Concrete -Jan 4, 2022 Fastening point: 2 Proof I Utilization (Governing Cases) Loading Tension Shear Loading Proof Pullout Strength Combined tension and shear loads 3 Warnings (3N • Please consider all details and hints/warnings given in the detailed report! Page: Specifier: E-Mail: Date: Design values [lb] Load Capacity 63 300 13v t Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2022 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Utilization j3N / 13v [%] 21 / - -/- Utilization f3N.v [%] 3 1/4/2022 Status OK N/A Status N/A 3 i : 1 1 S ~ 1 _____________________ _ Hilti PROFIS Engineering 3.0.74 www.hilti.com Company: Address: Phone I Fax: Page: Specifier: E-Mail: 4 Design; Fastening point: Concrete -Jan 4, 2022 Date: 1/4/2022 4 Remarks; Your Cooperation Duties Any and all 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 plausibil~y! PROFIS Engineering ( c) 2003-2022 HilU AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 4"CONCRETE EXTG CONG BEAM 5/16"x8" PL, VIF w/ MIN 6" BRG, EE. EXTG FULL-HEIGHT STUD. ATTACH NEW HEADER TO EXTG STUD w/ 3X3 X 0'-6" LONG 16 GA CLIP ANGLE EE. ATTACH w/ (3) #8 SCREWS EA LEG 09/02/2022 600T125-33 TRACK. ATTACH TO NEW HEADER w/ (2) #8 SCREWS@ 12" c/c. ATTACH TO EXISTING STUDS w/ (2) #8 SCREWS @ EA STUD EXTERIOR (2) GOOS 162-33 W/600T125-33, TOP & ---BOTTOM. SEE DETAIL A FOR JAMB DETAIL L5x5x5/16 w/ MIN 6" BRG, EE. (2) #10 SELF-TAPPING SCREWS @ 12" c/c NEW HEADER w/ 3X3 X 0'-6" LONG 16 GA CLIP ANGLE TO EXTG CONG WALL EE. ATTACH TO CFMF w/ (3) #8 SCREWS AND TO CONC w/ (3) 1/4" DIA HILTI HIT HUS-EZ w/ 1 5/8" EMBED ESR-327 NEW OPENING IN EXTG CMU & CONC WALL. DO NOT OVERCUT CORNERS Expires: 03/31/2023 DETAIL A smbh job no: 321 -003.C01 JOB JOB NO. Cotton On: Shoppes at Carlsbad -RFI 8.1 CLIENT CESO 1166 Dublin Road Suite 200 Columbus, OH 43215 614-481-9800 www .smbhinc.com 321-003.C01 'DATE 09/02}2022 SHEET NO. 1 OF 1 H CERTIFIED TEST, ADJUST, AND BALANCE REPORT DATE September 12, 2022 PROJECT COTTON ON -THE SHOPS AT CARLSBAD ADDRESS 2525 EL CAMINO REAL, SHOP NO 111 & 113 CARLSBAD, CA 92008 ARCHITECT CESO ------- ADDRESS 3601 RIGBY ROAD, SUITE 300 MIAMISBURG, OH 45342 PHONE I FAX 937-435-8584 / 888-208-4826 ----- ENGINEER WHS ENGINEERING ---- ADDRESS 2012 WEST 25TH STREET, SUITE 200 CLEVELAND, OH 44113 ------ PHONE I FAX 216-227-8505 HVAC CONTRACTOR AIR MAX HEATING &AIR CONDITIONING, INC. ADDRESS 33600 BUCKWHEAT ROAD MENIFEE, CA 92584-9277 PHONE I FAX 951-672-1221 / 951-301-7696 TAB FIRM HARTMANAIRE ADDRESS 12 GARDENA -------- LAKE FOREST, CA 92630 PHONE I FAX 951-479-6855 / 949-215-1001 ----C,na, McClanahan McClar>ahan Inc OBA Hartrnanaire TARR VroMClor •TB069081?C H e CERTIFICATION PROJECT COTTON ON -THE SHOPS AT CARLSBAD -----~- ADDRESS 2525 EL CAMINO REAL, SHOP NO 111 & 113 CARLSBAD, CA 92008 THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH TABB -ICB STANDARD PROCEDURES. ANY VARIANCES FROM DESIGN QUANTITIES WHICH EXCEED TABB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH TABB -ICB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. TABB TAB FIRM REG. NO. TB0690817C CERTIFIED BY Mario Covarrubias DATE 9/12/2022 {Air Tab Supervisor) THE HYDRONIC DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH TABB -ICB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS AND THE PROJECT SPECIFICATIONS. TABB TAB FIRM REG.NO. TB0690817C SUBMITTED & CERTIFIED BY: CERTIFIED BY ___ _ (Hydronic Tab Supervisor) TABB TAB FIRM HARTMANAIRE TAB SUPERVISOR Mario Covarrubias _ p . SIGNATURE __ '4'_ 1 DATE H e TABLE OF CONTENTS SECTION I -PROJECT INFORMATION CERTIFICATES WARRANTY CALIBRATION ABBREVIATIONS SECTION II -UNIT REPORTS AIR MOVING EQUIPMENT DATA-AHU-1 AND AHU-2 DIFFUSER AND GRILLE TEST DATA-AHU-1 DIFFUSER AND GRILLE TEST DATA -AHU-2 SECTION Ill -OTHER DATA MECHANICAL PLAN 6 7 8 9 10 11 12 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Name Business Contact Telephone# CottonON MEGA I \ Project Address City State Zip Code 2525 El Camino Real -Suite 113 Carlsbad CA 92008 Mailing Address City State Zip Code 16511 Trojan Way La Mirada f'& nn"oo Project Contact Telephone# OFFICE USE ONLY UPFP# _______ _ HV# ________ _ BP DATE. _ _, _ _, __ _ APN# 1563020900 Plan File# Katie Getz I 608 \ 407-9078 .. ... . . The following questions represent the facIhty's actIvItIes, NOT the spec1f1c proJect descnptlon • PART!: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: 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. 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 31u floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: __ 0,,4-'---'/_1,c5e.....----'-/-=2'-'0'-'2"'2=--- YES NO 1. □ 00 2. □ 00 3. □ 00 Is your business listed on the reverse side of this form? {check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 4. 5. 6. □ □ □ !Kl Will your business use an existing or install an underground storage tank? IX] Will your business store or handle Regulated Substances {CalARP)? IX! Will your business use or install a Hazardous Waste Tank System (Title 22, Article 1 0)? □ CalARP Exempt I Date Initials □ CalARP Required I Date □c Date Is PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must~he Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance ofa buildieolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 worki days rior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more info · YES NO 1. D IX! Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? {See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2. □ □ (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school {K through 12)7 {Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/; or contact the appropriate school district). 3. D 1K] Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 4. D 00 Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Retail clothing/merchandise store FOR OFFICAL USE ONLY: Briefly describe proposed project: Interior tenant improvement of 2 existing spaces to 1 retail space. Install new partitions, finishes and fixtures. 01 / 12 I 2022 Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: __________________________________ _ BY: _________________________ _ DATE: __ _LI __ _,_! __ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMO APCD HM-9171 (02/07) County of San Diego -DEH -Hazardous Materials Division ~ { ✓ (__ City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. 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 Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. ~ Details on CAP ordinance requirements are available at each section by clicking on the municipal code k provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMG) and/or Code and .,. Green Code sections. - Project Name/Building Permit No.: Application Information 0 BP No.: Property Address/APN: 2525 El Camino Real Suite #113 Carlsbad CA 92008 Applicant Name/Co.: Katie Getz Applicant Address: 319 ELAINES COURT -DODGEVILLE, WI 53533 Contact Phone: 608-407-9078 Contact Email: katie@permit.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Applicant Signature: 8-50 Paul Sierko Contact Phone: 330-396-5683 CESO Inc. Contact Email: sierko@cesoinc.com A°'a:b:iz. 11!} Date: 01/12/2022 Page 1 of 7 Revised 04/21 !Jse the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. Building Permit Valuation (BPV) $ breakdown _______ _ Construction Type D Residential □ New construction □ Additions and alterations: □ BPV < $60,000 □ BPV 2: $60,000 □ Electrical service panel upgrade only □ BPV 2: $200,000 Ii] Nonresidential □ New construction l!!l Alterations: I!!] BPV 2: $200,000 or additions 2: 1,000 square feel □ BPV .e $1,000,000 □ ;, 2,000 sq. fl. new roof addition Checklist Item Complete Section(s) Notes: 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', 18, 2B, 'Includes detached, newly constructed ADU 4A', 3B,4A NIA NIA 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' 1 B, 4A' and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1B, 2B, 3B, 4B and 5 I 18,5 1B, 2B, 5 Building alterations of;, 75% existing gross floor area 2B, 5 1 B also applies if BPV 2: $200,000 Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18.30.190,and the California Green Building Standards Code (CALGreen)for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A D Residentialadditionoralteration~$60,000buildingpermitvaluation. □ NIA __________ _ Detailsofselectionchosenbelowmustbe placed on the plans referencingCMC □ Exception: Home energy score;, 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements □ Before 1978 Select one option: □ Ductsealing □ Attic insulation □Cool roof □ Attic insulation □ 1978 andlater Select one option: □ Lighting package □ Water heating Package □ Between 1978and 1991 Select one option: □ Ductsealing □ Attic insulation □Cool roof □ 1992 and later Select one option: □ Lighting package □ Water heating package Updated 4/16/2021 3 B. Iii Nonresidential• new construction or alterations~ $200,000 building permit valuation, or additions~ 1,000squarefeet.SeeCMC 18.21.155and CALGreen Appendix AS □ N/A AS.203.1.1 Choose one:□ .1 Outdoor lighting □ .2 Restaurant service water heating (CEC 140.5) □ .3Warehousedocksealdoors. □ .4 Daylight design PAFs □ .5 Exhaustairheatrecovery Ill! AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical l)lJ .90 Energybudget (ProjectswithindoorlightingANDmechanical) □ N/A AS.211.1*' D On-site renewable energy: Ill N/A AS.211.3 .. □Green power (If offered by local utility provider, 50% minimum renewable sources) ll!! N/A AS.212.1 D Elevators and escalators: (Projectwith more than one elevatorortwoescalators) Ill N/A AS.213.1 D Steel framing: (Provide details on plans for options 1-4 chosen) ll!I N/A • Includes hotels/motels and high-rise residential buildings --------- "Foralterations~$1, 000,000 BPVand affecting> 75% existing gross floor area, OR alterations that add 2,000 square feet of newroofaddition: comply with CMC 18.30.130 (section 2B below) instead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuantto CAP section 3B below(low-rise residential Water Heating), 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 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. kWdc Exception □ □ □ □ B. D Nonresidential new construction or alterations ~$1,000,000 BPV AND affecting ~75% existing floor area, OR addition that increases roofarea by ~2,000 square feet. Please refer to CMC 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: !!I Gross Floor Area (GFA)Method GFA: 7256 ------- 11!1 If< 10,000s.f. Enter: 5 kWdc Min. System Size: 5 D If;, 10,000s.f. calculate: 15 kWdcx (GFN10,000) •• kWdc ••Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4116/2021 4 D Time-Dependent Valuation Method 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. D Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. D For systems serving individual dwelling units choose one system: 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 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 □ Recirculation system per CMC 18.30.150(B) (high-rise residential, hotel/motel) or CMC 18.30.170(B) (low- rise residential) D Solar water heating system that is either: D .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery D Exception: B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. 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 D Water heating system is (choose one): D Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: 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. Updated 4/16/21 5 4. Electric Vehicle Charging A D Residential New construction and major alterations• Please refer to CMC 18.21.140 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : □ Multi-family residential· □ Exception · Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) other "Ready" Other "Capable" Calculations: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearestwhole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready'' or "Capable" 'Majoralterations are: ( 1 )foroneand 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. 'ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is localed within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) □ Exception : ____________ _ Please refer to CMC 18.21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I other "Capable" I I I Calculation· Refer to the table below· Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 □ 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 1 o percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready'' or "Capable" Updated 4/16/2021 6 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 yoursubmitted plans to determinewhetherornoryourpermit requires a TDM plan. lfTDM is applicable to your penmit, staff will contact the applicant to develop a site-specific TDM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Office (all), 20 Restaurant 11 Retails 8 Industrial 4 Manufacturing 4 Warehousing 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 Employee 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 TOM plan is a condition of permit issuance. A°'atu(/d?< Date·. 01/12/2022 ApplicantSignature: _____ --1,6f-&-f--A'---------- Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed): __________________ _ Phone Number: _____ _ Email Address: __________________ _ Updated 4/16/2021 7 i \.._ City of CarlslJad UNREASONABLE HARDSHIP EXCEPTION TO DISABLED ACCESS REQUIREMENTS 8-30 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov r=-~dd"" 2525 El Camino Real Ste 113 Permit# e, • Telephone 872-264-4794 BP Retail -Tanaka Rawls : Applicant Katie Getz r Telephone 608-407-9078 It is request that the above named project be granted an exception from the accessibility requirements of the 2019 California Bulldin" Code, as s□edficaUv noted below: A. -Section 111:1~ C,eneral Exception; Applicable to exi,ting building where the Valuarton Threshold Amount construction cost at this tenant space over the last three years does not exceed the valuation threshold /172,418.00 . amount. The specific acceHibility features that create a hardship may be exempted but not all the 1 .~,ce~sihr!lt., r~"fUres. Th .. area of alteration itself ma" not be exem'"'ted IF not. Is this. feature going to be lf so. what is the cost of making Access Features Item Does this feature meet the made accessible as. part of this feature accesslble? Provide defcription below latest edition of Title 24? permit? Attach documentation I. Path of travel to entrance Yes. Existing to remain. nla ' 2. Entrance Yes. El<iSting fo remain. "'· .$n/a 3. Path of travel in bldg. to area of remodel Yes. Existing to remain. nla $nla >-4. Elevator n/a n/a $.r,la S. Sanitary fadli11es Yes. E.~!stlng to remain. Ola s.n/1,1 ""' nla sn/a -6. Publk Telephones If provided 7. Drinking Fountains if provided n/a nla srira ■ 8. Other (Perking. signage, etc.) Specify '-·····--· I '""¥" ( P{fa.u orovidr "'"filttt!ltflJt/pn, lfn th!tlf"d l-'J)Ufrdf!Y, (?ran PJnJtruflio11 cqst.t llsti!d j 0 Total cert of access feature$ provided (A) $ Total c.ost of comtructlon of this project and alt other work performed $n/a over the last 3 ye,m In thh tenant ipace (BJ *Percentage of total cert of project (20% maximum): (A+B) x 100% % n/a Description of access features to be provided Interior renovation of tenant space to comply"ll'.~h.Ji~e~. Alterations performed over the /a5t three yean in thii tenant space. Include in total valuation B above unleH 20% of va!tiation of individual remodel has already been expended on acceH feature (provide documentation). Permit Number Date Description Valuation 8-29 Page 1 of2 Rev. 03/20 B, Specific Exceptions Do not use this portion if part A has been completed This part j5 generally used for remodels exceeding the threshold amount and where Title 24 provides an exemption from spedflc accenlbillty features. Attach ocumentatlon Exi:ept!ons RequeHed Code ~ectlcn/1:xception Cost of Making Featur.:::~ Acce11ib!e D l I l T11r:1J 5 - 1 DescriJ!.tion ,---I -· The cost of all comtruction contemplated is $ 591,437 The access feature increases the cost of construction by percentage of constrnction cost -------*~. Ttie impact on financial feasibility of the project. if the requested exception is not approved is The facility is used by the general pubHc for the purpme of Mercantile The [_ollowing_ individuals erovided in{O.!f!l(!tJon list:.e_q above Architect/Designer Brady Harding Owner/Tenant Co-rrOAJ O..u t/SA IIVC, --~~, -----·-----·-·•-------------AddreH· AddreH 3601 Rigby Rd Suite 300 /65/1 71!.c, "JPrV vJA'j c:"ity · Mi8rrlisburg State City State Zip Ohio Zip 45342 l,.,'/ 1'1t/l/t DI\ GA Cf 06 '!, 8" ----t-Signature Required~ Signatv; ,./~quired ----, Date/ / Date\ L 2L c---:;.,. S':c-< --::5: ---·"' -· ·~----I {, 2.2,. ---· .. , Fmdmg5 and dec151ons of the Enforcing Offic1a! I Request Granted 1 0 General Unreasonable Hardship Exception request [5 approved based on Section 118-202.4 of the California Building Code Ac.:eH feature~ li5ted in part A of this form ~hall be provided a$ part of this perrnit. 0 Spedfic Exception(5) request is ·approwd based on Section(s) _______ . All otht:ir access featurns shall be provided as ~pedfied in the California Building Code. ' N~IT\e of enforcing official -P/eaJ"e print Slgnarure of enforcing official Date B-29 Page 2 of2 Rev 03120 --~---- ,,-.-