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Home My WebLink About1969 Kellogg Ave; ; CBC2018-0467; Permit(city of Carlsbad Commercial Permit Print Date: 01/10/2019 Permit No: CBC2018-0467 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1969 Kellogg Ave BLDG-Commercial 2120921200 $275,000.00 M Work Class: Tenant Improvement Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Description: KELLOGG FLOWER MARKET, WAREHOUSE WHOLESALE, PRODUCTION & OISTRUBUTION Applicant: RICHARD LUND 2033 San Elijo Ave Cardiff by the Sea, CA 92007-1726 619-920-2134 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLOG) Owner: TECHPLEX LP 1000 Pioneer Way EL CAJON, CA 92020 ELECTRICAL BLOG COMMERCIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLOG COMMERCIAL NEW/ADDITION/REMODEL 581473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $2,522.33 Total Payments To Date: $2,522.33 Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Balance Due: 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. Closed -Finaled 08/15/2018 09/25/2018 AKrog 1/10/2019 ll:49:37AM $0.00 $1,247.25 $873.08 $89.00 $170.00 $55.00 $11.00 $77.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ( THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: []PLANNING []ENGINEERING ;_-:-JBUILDING [_jFIRE i.JHEALTH ['JHAZMATIAPCD {"city of Carlsbad Bulldlng Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov Plan Check No.l.BC... Z I!'\ 8 • O'i '-1 Est. Value ~ ~ Plan Ck. Deposit www .carlsbadca.gov Date JOB ADDRESS ACE /U f '" 212 092 12 00 " . CONS • TYPE OCC. G OU" 1118 M DESCRIPTION OF WORK: Include Square FNt at Affected Area(•) Proposed Use: Wholesale Flowers (Cooler Warehouse, Warehouse Wholesale, Product Distribution) Municiple Code: PM Planned Industrial Zone, Title 21 Zoning, Ch. 21.34, 21.34.020 Permitted Uses -z. 4-( s--i;-Tf7 TY EXISTING USE PROPOSED USE GARAGE {SF) PATIOS (SF) Product Production 'roduct Wholesai< APPLICANT NAME Primary Co11tact Richard Lund, Grupo Pacific ADDRESS 2033 San Elijo Ave, 120 CITY STATE ZIP Cardiff CA 92007 PHONE FAX 619 920 2134 NA EMAIL lundgrupopacific@gmail.com DESIGN PROFESSIONAL Grupo Pacific ADDRESS 2033 San Elio Ave, 120 CITY STATE ZIP Cardiff CA 92007 PHONE FAX 619 920 2134 NA EMAIL lundgrupopacific@gmail.com STA.TE LIC.11 WORKERS' COMPENSATION Workeh' Compenutlon DecleraUon: I hereby affirm under penally of perjury one of the following declarations: 0 I have and wHI maintain a Cll'llflcaltl of consent to Mlf-lnaure for workers' compensabon as provided by Section 3700 ol !he Labor Code, !or the performance of tile work for which thJs permit is illsued. D I have and wlll maintain W0111e11' comi,enntlon, as reou!red bv Section 3700 of the Labor Code, for the performance of the work forwhld'I tt,js permH Is Issued. My workers' compensation !Msmance carrlBI' and policy numbBl"al'9: Insurance Co. __________________ Polley No. ____________ Expiration Date ________ _ This section need not be completed If the permit Is for one hufldred dollars (S100) Of less. 0 Clrtlftcate of Exemption: I certify that in the performance of the work !or which this permit is issued, I shal not employ any peraon in any manner so as to become subject to the Workers' Compensation Laws of Califomia, WARNING: hllul'I to HCUl'9 worilerl' compenutlon GOVtrllll 11 uni• ~ and 1h1II subjec:t an emptayer lo cri ilu and clvll fines up loons hundred thousand d0Har1 (&100,000), In ded~ectlon370 _r,~1,lntenm1ndattomey'1 ~NT I herelJy llffllm 1/lal I 1m sxsmpt from Contractor's l.iceflse Law for Ille fo/lollllng re1S011: D 1, as owner of the property or my employees l'.ith wages es their sole oompensalkm. wlH do the work and the structure is riot intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of proparty wno builds or lmpl'O'leS thereon. and l'fflO does sucti work himself or th!Ollgh his own employees, provided that 11.1ch Improvement& are not intended or offered for sale. If, however, the bulld,\>ig or lmprowiment Is sold within cne ye.ir of compkition, the ownar41ulk!er wlN have the burden ofpruvlng that he did not build or Improve forlhe purpose of sale) □ □ I, as owner olthe property, am exclu~vely contracting with icensad contractor! 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 proiects with cootractor(s) icensed pur!uant to the contractor's License Law). I am exempt under Seciion ____ ,Business and Professions Code for this reason: 1. I peraonalty pliln to provide !ti& major labor and matenals fol eonstT\lclion of the proposed propen'j improvement. 0Yes 0No 2.1 (have I have not) signed an application for a build Ing permit for the proposed work, 3.1 hl'le conlr!lctedwith the following person (firm) to provide Iha proposed constructior, (lntlld& name addl"8SII I phone/ contractors' Dcense number): 4.1 plan to provide portions ct the work, but\ have hired the lollowlng person to roordlnate, supl!IVlse and provide the major worl< (inckide name I addreS!i I phone I contractors· llcensa number): 5. I wll pro',108 some of the wortc. but J havti contracled (hired) the following person~de Iha work indicated (In e name I address / phone / type ol work): ,, ,,6$ PROPERTY OWNER SIGNATURE COMPL6:TE THIS SECTION FOU NON-RESIDENTIAL BUILDtNG PERMITS ONLY ls lhe applicant or future bulk!lng occupant required to submK a busjness plan, acutely hazardous materials registrabon form or risk mBMaij81Tle11I and prawntion program under Sections 25505, 25533 ix 25534 of the Presley-Tanner Hazardous SuDStance Act.ount Ad? □ Yes □ No Is lhe applicant orfutunt DUiiJlng occupant required to obltlln a permit from the air pollution control district or air quilllty management district? □ Yes □ No ls the facility to be constructed -Mlhin 1,000feet of the outer boundary of a school site? □ Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTFICATE 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. CONS1"RUCTION LENDING AGENCY I hereby afflnn that there 1s e constructioo lendlng agency for the perfonnance of the work this permit 1s !ssued (Sec 3097 (1) CIVIi Code) Lender's Name lender's Address A PP LI C·A NT CE RTI.F IC A tl.O N I certify that I have read the application and stBtatbatthe above lnfonnatlon Is correc:t and ttiatthe llionnation on the plans II 8CGJrate. t a,eeto complylMlh all City ordinances and Sblte laws relating to bulldlllgCGMtruetlon. l hereby aulhooze ~ of the City rJ Carlsbad to enter UJ))l the above mentioned property for lmpedial l)'dpOSeS. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSSAD AGAINST All LIABL!TIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN /1Jo4YWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRl>NTING OF THIS PERMIT. OSHA: AA OSHA permit is requifed for excavalions over S'0' deep and demollion or ocnslJuction r:J strudUreS over 3 stories in heigll. EXPIRATION: Ewry permit issued by the Building Official under Iha JJ'OVISIOlls d lhls Code shal eiqire by ~d becana nuU and '.oo if the bufding or wcrk authorized by such permit is not c:orrrnenced \Whrt 180 days frool lhe date of sudl permit or if lhe build or work authorized b such permit is or ~odcned at anytme after the is commenced for a pefiod a 180 days (Sectk>n 106.4.4 tklHorm 81.Jildrtg Code). / ./ _,,/ ,·' ,..:5 APPLICANTS SIGNATURE ~ .• ,, , DATE C::, S:: , PERMIT INSPECTION HISTORY REPORT (CBC2018-0467) " '' Pcnrnt Typ0.· Work Class: Statu'.> Scheduled Date 12/26/2018 01107/2019 01/10/2019 BLDG-Commercial Application Date: 08/15/2018 Owner: Tenant Improvement Issue Date: 09/25/2018 Subdivision: Closed -Finaled Expiration Date; 07/08/2019 Address· IVR Number: 13240 Actual Start Date Inspection Type Inspection No. 12126/2018 01/07/2019 01/10/2019 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-Fire Final 078358-2018 Checklist Item FIRE-Building Final BLDG-34 Rough 079841-2018 Electrical Checklist Item BLDG-Building Deficiency BLDG-Final 080603-2019 Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-Final 081005-2019 Inspection Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Inspection Status Primary Inspector COMMENTS Failed Dominic Flerl COMMENTS The address for this facility is 1960 Kellogg. Riser and alarm room door needs to be labeled. Fire year cert for sprinkler system required Partial Pass Andy Krogh COMMENTS Cooler rooms and exterior condenser units Partial Pass Andy Krogh COMMENTS Temp occupancy ok Insulation copper pipe at duct Head strip at ada parking stalls Gfci protection required in women's restroom, label instahot disconnects Passed Andy Krogh COMMENTS Temp occupancy ok January 10, 2019 TECHPLEX LP CARLSBAD TCT#81-46 UNJT#02 1969 Kellogg Ave Carlsbad, CA 92008-6582 Reinspection Passed No No No No No Re inspection Passed No Re inspection Passed Yes Reinspection Passed Yes No Yes No No Passed Yes Yes Yes Yes Yes Complete Complete Incomplete Incomplete Complete Page2of2 . P~RMIT INSPECTION HISTORY REPORT<CBC2018-0467) Prmnit Type: BLDG-Commercial Application Date: 08/1512018 Owner: TECHPLEX LP Work Class. Tenant Improvement lssuo Dato: 09/25/2018 Subdivision: CARLSBAD TCT#81-46 UNIT#02 Sti:ltus: Closed -Finaled Expiration Date: 07/08/2019 Address: 1969 Kellogg Ave Carlsbad. CA 92008-6582 IVR Number: 13240 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 10105(2018 10/05/2018 BLDG-14 072180-2018 Partial Pass Paul Burnette Reinspectlon Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/15/2018 10/15(2018 BLDG-21 072990-2018 Passed Chris Renfro Complete Underground/Underf Joor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Inspected underground waste for mop sinks Yes and handwashing sink. OK to backfill 11(01(2018 11,01(2018 BLDG-14 074873-2018 Failed Andy Krogh Reinspection Complete Frame/SteelfBoltlngf Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Missing screws in cs-16 straps and all top No tracks missing screws on one side, some screws missing at window openings BLDG-24 074989-2018 Partial Pass Andy Krogh Relnspection Incomplete RoughfTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial topout to top of low walls including Yes water psi test 11/05/2018 11/0512018 BLDG-14 075178-2018 Passed Andy Krogh Complete Frame/Steel/Bolting/ Welding (Decks) 11/09(2018 11/09/2018 BLDG-11 075749-2018 Passed Andy Krogh Complete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Cmu block wall footing ok, pending pictures Yes of additional vertical bars BLDG-17 Interior 075750-2018 Passed Andy Krogh Complete Lath/Drywall 12/1912018 12/19(2018 BLDG-11 079325-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLOG-Building Deficiency No 12/24/2018 12/24(2018 BLOG-Final 079759-2018 Falled Paul Burnette Reinspection Complete Inspection ----·-··---· January 10, 2019 Page 1 of 2 DATE: 9/20/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-0467 ✓• EsG1I A SAFEbuilt Company SET: II PROJECT ADDRESS: 1969 Kellogg Ave. PROJECT NAME: Kellogg Flower Market T. I. □ APPLICANT □ JURIS. (g] 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: (g] 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: / . Telephone#: Date contacted: / (bykl ) Email: Mail Telephone Fax ln'Verson 0 REMARKS: By: 9/13/18 EsGil Enclosures: 8/20/18 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 8/29/2018 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC2018-0467 ✓• EsG1I A SAFtb-.;1lt cc,rnp;v,y SET: I PROJECT ADDRESS: 1969 Kellogg Ave. PROJECT NAME: Kellogg Flower Market T. I. -••W--•~--••••-,•-•'•• ••• ----- □ APPLICANT □ 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. [gi 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. [gl The applicant's copy of the check list has been sent to: Richard Lund D EsGil staff did not advise the applicant that the plan check has been completed. [gi EsGil staff did advise the applicant that the plan check has been completed. □ By: David Yao EsGil 8/20/18 Telephone#: 619-920-2134 lundgrupopacific@gmail.com Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad CBC2018-0467 8/29/2018 -•· ----.... ~-~~-·----- PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK#.: CBC2018-0467 OCCUPANCY: S-1 TYPE OF CONSTRUCTION: IIIB ALLOWABLE FLOOR AREA: 52500 SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/12/18 DATE INITIAL PLAN REVIEW COMPLETED:8/29/2018 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: warehouse ACTUAL AREA: total 34413 T. I. 26525 STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/20/18 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBC2018-0467 8/29/2018 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. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 3. 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, F, Mor S occupancies (or places of religious assembly 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 signage is only allowed at the main exit. Section 1010.1.9.3. Please clarify why door F does not have panic hardware? 4. 5. 6. 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. The first sheet of the structural calculation from MPA should be signed and sealed by the licensed architect or engineer. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). Additionally, the door must be provided with a clearance of at least 18" at the strike side, per Section 11 B-404. The floor plan (A4) and restroom detail on sheet A 10 shows the door is wrong location. City of Carlsbad CBC2018-0467 8/29/2018 CENTERLINE OF FIXTURE t-2Y FLUSH ACTIVATOR ON WIDE SIDE 0 32" MIN TO EDGE OF WATER CLOSET 4' MAX. 18 32" MIN. MIN. CLEAR ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN A MULTIPLE-ACCOMMODATION TOILET FACILITY 7. Please refer to the following corrections for MPE items. -------·--·-·--- 8. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 9. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: □ Yes □ No 10. 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 David Yao at Esgil. Thank you. PLUMBING AND MECHANICAL COMMENTS City of Carlsbad CBC2018-0467 8/29/2018 PLAN REVIEW NUMBER: cbclS-0467 PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2016 CALIFORNIA PLUMBING CODE) 1. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands of all fixtures, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. 2. Please review proposed sanitary drainage design for the required cleanout locations. CPC 707.4 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss 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. ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 3. Provide a single line diagram for the new service. Include the following information: • Justification of relocated panels AIC rating. 4. For buildings that require two or more exits, emergency illumination is required to be installed at exterior exit door landings and/or vestibules. Please provide. CBC 1008.3.2 5. There are two sets of electrical drawings. Please clarify Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti 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. END OF DOCUMENT City of Carlsbad CBC2018-0467 8/29/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 1969 Kellogg Ave. BUILDING OCCUPANCY: S-1 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier T.I. 26525 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ------ Bid . Permit Fee b Ordinance • --g ___ -----,_Y ___ _..,.J Plan Check Fee by Ordinance ------------ Type of Review: D Repetitive Fee --_·••J Repeats Comments: Complete Review D Other D Hourly EsGil Fee PLAN CHECK#.: CBC2018-0467 DATE: 8/29/2018 Reg. VALUE ($) Mod. per city 275,000 275,000 D Structural Only '------'I Hr. @ • $760.861 Sheet of civil engineering structural design land surveying STRUCTURAL CALCULATIONS COOLER T.I. 1969 Kellogg Ave. Carlsbad, CA 92008 Job No: 18-535 July 10, 2018 CBC2018-0467 1969 KELLOGG AVE KELLOGG FLOWER MARKET. WAREHOUSE WHOLESALE. PRODUCTION & DISTRUBUTION 27315 Valley Center Road-Valley Center, CA 921 Email: wynneng@wynnengineering.com -Los An 2120921200 8/15/2018 CBC2018-0467 JOB: 18 -2-oS WYNN ENGINEERING INC. -27315 Valley Center Road SHEET NO.: OF: Valley Center, CA 92082 CALCULATED BY: DATE: (760) 749-8722 (760) 749-7493 Fax CHECKED BY: DATE: SCALE: Table of Contents Structure Loading Vertical Loads 1 Soils Parameters 2 (El Structural Roof Plan 3 LARR25368 4-7 Check !El Jolata 8 Penal Anall!la 9-11 Check (El Slab 12 EYBl!!!ralor SUf!l!!!rl 13-15 JOB: li5 -:s:3~ WYNN ENGINEERING INC. ( 27315 Valley Center Road SHEET NO.: OF: Valley Center, CA 92082 CALCULATED BY: >04-DATE: "I l'b (760) 749-8722 (760) 749-7493 Fax CHECKED BY: DATE: SCALE: GRAVITY STRUCTURAL LOADS ROOF LOADS Load (psf) Dead Loads 11.5 Built Ue Roofing 4.0 Plywood Decking 2.5 Insulation 1.0 Cooler Ceiling 3.0 Mechanical 1.0 Live Loed 20.0 Total Load 31.5 JOB: !'is -'$3.$' WYNN ENGINEERING INC. "'2-SHEET NO.: OF: 27315 Valley Center Road SQl't...-"!ti Valley Center, CA 92082 CALCULATED BY: DATE: (760) 749-8722 (760) 749-7493 Fax CHECKED BY: DATE: SCALE: SOILS PARAMETERS & LOADING Parameters B-on 2016 Calllomla Building Code {!1610.1 & T1606.2l General Solla Parameters: Allowable Net Soil Pressure at Minimum Depth 1500 psi Minimum Footing De~th 12 in Minimum Footing Width 12 in Coefficient of Friction 0.25 Passive Pressure -EFP 100 pcf Retalnl!!!I Wall Solla Parameters: Allowable Net Soll Pressure at Minimum Deeth 1500 esf Minimum Footing Deeth 12 in Coefficient of Friction 0.25 Passive Pressure -EFP 100 l)Cf At Rest Pressure -EFP 60 pcf Active Pressure • Level Sloe• • EFP 45 l)Cf Active Pressure -2:1 Sloe•· EFP 65 l)Cf 0 ~ (-z,) A.>€ t...) (1,) -A.,f~ ' ., ~•~bc""st,)~s (t-J/tlc (cJ,J l)lfAAJo-S. .!, ~ ·,t _., .. , ' . ., ~ :i; ' ., .!, , ,vr,o CAc:.~ G .'.!1 : ,-;;,, :i; C.o>.:>l, e-~ ~oR c; MOV€b To ~tvb) I ?c><) .. Mt', I~~ #JA,J~ ~/A I c:.p~l>~~ Nfc:,Jet> TO ~o,..\b) i--,.., ·HM.-·SG+E»U..E --· . I I I I I C-J 48 G 4N 10.5K :i7.0K c-• 48 C 4H. 7.01( 57.oi< GIRE>ER NOTES: 1. 2. J, 'TC' A.xw.. UW)S GIVEN IN Kl:PS. 'TC· AX1AL ~ DENOTES SElSMIC Lo.trO IN TOP CMORO. 'TC-AXIAL LOAD WAY 9£. En'HER COMPRESSION ~ TO&ON. j.@J: ·I 7. 8. S£t: DETAl.S '°" ~ 1-9"(> TRANSF'ER CONFlCURAllONS. SEE 'SIEEL ~-_-.-· ,ioosT ClfUl£RS' NOTES ON S>j££T· S-1. AOO LO-.O Of 1..,000·.LBS .• .-f Nl'r P:ANEL POtNT stW.1:.-_BE INCORPORATED tNTG -QROER--l.,0i,\ON) AT ALL BAR JOtST .. CIROEJIS. . . . . . . . ALL QRO€RS ~;HA~. A SEAT DEPTH-or 6"'--.U.N:o'. (J(AMPt£ 0. STEEi. GlROER. CAU.-ooT IS. AS rou.ows, . I I 1 ~ROER SERIES -Di -l'IPE ·b/ I GIRDER DEPTH . ffui,~ OF "_: • · IN INCHES ------...__ r--J0fST SPACES . ·• 48 G ·6N 10.·4K ·... ~ _/: \_ TOTM. ·LO•ll"AT £At><. PANU POI~ ----- BAR JOIST SCHEDULE MAIi!( JOIST OESIGNAlKiN · rop· C>tOltO (TC) AXIM. LO;.o,· J-1 28 K 232 / 128 9.5K J-2 18 K 26• / 160 . 9'51< 11.7K. J-3 28 K 232 / 028 ·--~"oc::=-... ._ . .., J-4 24 K 164 / 160 9.51< JOIST NOTES: 1. TOTAL LO...o / LM LOAD VALutS ~ IN LBS. PEf UNDl. FOOT. 2. 'TC' AXIM. LO.-.OS GNEN IN· KIPS •. 3. 'TC' AXIAi. LOIII> DENOTES SEISMIC LO.O III TOI' CHORO. 4. 'TC" AXIAi. LOAO WAY l!E EITHER C0MPR£SS10N. Oft. TtNslotl. 5. ~~l~~~ ~:,r ~,UA!l~ MOMENT OUE TO ECCEHTRICJTY. • 6. SEE OETM.S rOR ;u ·UlA!) 1""NSF'ER CONAGURAllONS. . ADO lDN) Of' -250 LSS. AT A.HY PANEL POINT :~ lt-,.o ,...J :·, "'. w ~ w u .... ·"' ;O f&: ,;;;; 'o -~ ~ "' i ®. SEE 'STE£L ..K>ISTS A JOCST•·~O(RS• NOTts ON SH£ET S-1. i~L s:,.,:~TEl) INTO BAA JaSl l°""""' I I 9. ,U JOISTS SHAU HAVE A SEAl OEPn! Of -3" U.N.O. 1 O. OAMPU: Of BAA JOIST CAU.--<lUT IS AS rou.ows JOIST OEPIH • •M 1NCM£S ------...__. ~ TOT"'-l0AO 26 K 216 / 128 JOiST SEIOES __/ \__ U\/E l0AO l'l1'E ½ li- ~I j ...... s.. - -<S j; ~ ~ -~, ti, h ' ·!q --l ; H ~-h ~ C2J BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMBATIELOS PRESIDENT E. FELICIA BRANNON VICE.PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ CITY OF Los ANGELES CALIFORNIA -ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES, CA 90012 FRANK BUSH GENERAL MANAGER SUPERINTENDENT OF BUILDING OSAMA YOUNAN, P.E. EXECUTIVE OFFICER Diversified Panel Systems, Inc. 2345 Statham Blvd. RESEARCH REPORT: RR25368 (CSI 13030) Oxnard, CA 93033 Attn: Richard Bell (805) 988-5070 Expires: Issued Date: Code: February 1, 2019 February l, 2017 2017LABC GENERAL APPROVAL -Clerical Modification and Renewal -Diversified Panel Systems Inc. DPS 500 Series Steel Refrigeration panels for walk-in coolers, freezers and processing areas. DETAILS Diversified Panel Systems Inc. DPS 500 Series panels consist of26 gage galvanized steel skins, meeting ASTM A446, and have a core of expanded polystyrene beads manufactured by BASF Corporation as approved under ICC Evaluation Report No. ESR-1498. The panels are 4" to 12" in thickness and vary in width up to a maximum of 48". The panels are approved as structural wall and ceiling panels for use in interior, non-fire rated walk-in coolers, freezer and process areas. The approval is subject to the following conditions: I. The panels are approved for use in accordance with Section 2603 of the 2017 Los Angeles City Building Code and shall comply with all requirements therein. 2. The foam plastic shall be separated from the interior of the freezer or cooler and from the room in which it is placed by use of ½-inch gypsum wall board, ½-inch plaster or other approved thermal barrier meeting the requirements specified in section 2603.4 of the 2017 Los Angeles City Building Code, EXCEPTION: The thermal barrier is not required if the cooler or freezer floor area does not exceed 400-square feet and the foam plastic insulation does not exceed a thickness of 4-inches. LAOBS G-5 {Rev.1/10) RR25368 Page I of4 AN EQUAL EMPLOYMENT OPPORTUNITY -AFFIRMATIVE ACTION EMPLOYER Diversified Panel Systems, Inc. RE: DPS 500 Series Steel Refrigeration Panels for Walk-in Coolers, Freezers and Processing Areas. 3. The panels shall be manufactured in the shop of a City of Los Angeles licensed fabricator. Fabrication in unlicensed shops will invalidate the approval. 4. The panel core material shall have a density of 1.0 pcf. 5. The panels shall be used only in areas where combustible materials are permitted by code. 6. Daily tests of the physical properties of the core material shall be performed and records of such tests shall be maintained and provided to the department upon request. 7. Fasteners used for the various connections and fastening to the floor shall be the product approved by City of Los Angeles. 8. Complete design calculations shall be submitted to Structural Plan Check Section of each job. Plans and calculations shall bear the stamp and signature of a California registered civil or structural engineer or architect. 9. Maximum wall panel height shall be limited as follows: Panel Maximum Wall Panel Height Thickness (feet) (inches) 300 plf Axial Load 200 plf Axial Load 4 16 20 5 20 24 6 24 28 7 28 32 8 32 35 9 35 35 10 35 35 12 35 35 RR25368 Page 2 of 4 Diversified Panel Systems, Inc. RE: DPS 500 Series Steel Refrigeration Panels for Walk-in Coolers, Freezers and Processing Areas. 10. Shear wall and diaphragm shear values shall be limited as follows: Maximum Height Allowable Shear to Width Ratio (nit) 2:1 50 I: I 100 0.5:1 200 11. The Maximum allowable ceiling load (psi): Panel Panel Thickness (in.) Span 4 5 6 7 8 9 10 12 (ft.) 8 40 40 50 50 50 50 50 50 10 27 30 30 40 40 50 50 50 12 20 20 20 30 35 35 40 45 14 15 15 20 20 25 25 30 35 16 12 15 15 15 20 20 20 25 18 10 10 10 15 15 15 15 20 20 8 8 10 10 10 10 15 15 22 6 6 6 9 10 10 10 10 24 5 5 5 7 8 8 8 10 26 4 4 4 6 7 7 7 10 28 3 4 4 5 6 6 6 8 30 3 4 4 5 5 5 5 7 12. Panels shall be provided with a permanent label specifying the fabricator and surface burning characteristics of the product. RR25368 Page 3 of4 Diversified Panel Systems, Inc. RE: DPS 500 Series Steel Refrigeration Panels for Walk-in Coolers, Freezers and Processing Areas. DISCUSSION The clerical modification is to update the product approval to the 2017 Los Angeles Building Code. The report is in compliance with the 2017 Los Angeles City Building Code. The approval is based on tests and engineering analysis. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this approval have been met in the project in which it is to be used. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. QUAN NGHIEM, Chief Engineering Research Section 201 N. Figueroa St, Room 880 Los Angeles, CA 90012 Phone -213-202-9816 Fali -213-202-9943 EB R.R2S368 TLBl7000to R02/06/2017 2602 RR25368 Page 4 of4 WYNN ENGINEERING INC. 27315 Valley Center Road Valley Center, CA 92082 (760) 749-8722 (760) 749-9412 FAX JOB /'8:-S-::? r: SHEETNO._$:--"'--------OF'------;-----s t> .,,_ b I 18'. 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' : ', . ! :. .1 .. :ff ':"~!~~it: • . ....... ··••'+· .';\' tit ('~~tJ ~, e,, ~. ; ' JOB_.!.,a"'--.,.s<----::r:-=------------ SHEETN0._.,_1~1._ ________ OF ________ _ CALCULATEDBY_...:~=O., .. :c._~-----DATE_-=~=-../_.t,£,___ __ _ CHECKEDBY· __________ _ DATE _______ _ SCALE _____________________ _ i : . . i p~fMti. c'"') ··· l7vt. ... ts:,i.rl _, $.,...r.f . ·ib~.·•.1 ~ ~;J ... , ....•.. /,le/ J ··················· ,., • ..... : j .·· ···~· ~·S't->•· . .. ,.c.. ... ··· 0 !~ D PRODUCT 2.07 6-FAN Air Defrost Uquld l{RAMEl\ Job Name: Customer Name: Architect/ Engineer: Unit Model Number: Unit Quantity: .. . HEAT TRANSFER PRODUCTS GROUP LLC 3885 Crestwood Parkway / Suite 500 Duluth GA 30096 (P) 800-288-9488 / (F) 256-259-7478 https://kramer.htpgusa.com/ Job Location: Order Number: Prepared By: •· .. Tagging Info: Date: SUBMITTAL DATA SHEET New Low Profile Unit Cooler Ale Defrost For Record Only For Approval . ' Thursday, June 07, 2018 ~ d~ SLOTS lr,i::::=i:=::::::::::::::===========~=============:ic~!r,t1,i ELEcmJOl · o KNOCKOOTS I~ •O •O 0 2- -2--11Yz-SUCTION Back side UNIT MODEL KL6A330 KL8A390 ¾-t◄ NPT ORAtl CAPACITY (BTIJH) 0 10 DEG TD S.turllfed Suction Temp (SST) R-404A R-407A & R-448A/R-449A Qty +25 F +25F Fans 33,000 38,800 6 39,000 45,900 6 PHYSICAL DATA Unit Refrlg Conn (ODS) Drain FPI Conn Modal Liquid Suction Ext Equal KL6A330 6 3/6' 1-1/8' 1/4' 314-14 NPT KL6A390 6 3/6" 1-1/8' 1/4" 314-14 NPT ELECTRICAL DATA Voltage Voltage Phaee Her1Z EC Mir PSC Mtr Total Motor Ampa Code Amps Ea Amps Ea PSC Mira EC Mtrs A 115 1 60 0.8 1.0 6.0 4.8 D 208/230 1 60 0.5 0.5 3 3 F 480 1 60 rva 0.4 2.4 N/A ~t ~gy_ ~n I I Mod•llVP• Type of Defrost Refrtcer1nt Type A-Air Defrost ... R404A E • R441A/A441A E•E1ectrlc Defrost 4 FPI 8• R407A F•C020X Fan Diameter 12' 12' Refrlg Charga 7.8 7.8 H•Hot Gat J'4'1pe I Fino Per Inch 6 FPI C• R407C G • ctycol (consult f1ctory) Gs.Hot G1.sRev.O,Cle ~ OcR407F I ll\JH In Hundreds ~ 1 Revision Code VolU11• Code A• 115/1/Ml L• 100/1/50 Motor Type D • 208-U0/1/60 M • 200-220/1/SO E • 208-230/J/Ml N • 200-U.0/3/SO P.PSC E • Sln9'1 Spted [CM 0 • Dual Speed E.CM MMTPG FAN DATA CFM Air Throw 4,650 25' 4,850 25' Net MCA MOPO .. , __ .. 230vor460v l30vor460v 257 Lb's • J 15 20 -"262 Lb's 15 20 Pre-ANembly Cod• Blink• Standard Confl1uradon T • mou"tad 1XV only l • mounted lXV, W , T-SUt M • Master COflfl&uratlon with TXV, US, T •Stat and copper tee I N•w Low Profile Unit COol•r Air Subm. . . 3/8 MOUNTING HOLES (4) 318 MOUNTING HOlES ,4~ 38 der- 6 ~A 48:ktiDRAIN 1 FAN: -050 (4) 318 MOUNTING HOLES • 1~tT~ : 3~+ 2 FAN: -075,-100 Other Connections Liquid -1 /2" OD Hot Gas 1 /2" OD Drain 3/4" MPT 3 Dimensional Data *All dimensions are in Inches. 5 FAN:-270 1201-----------t 6 FAN:-340 Ext. Equalizer 1 /4" OD STRUCTURAL CALCULATIONS Date: Project: Client: Designer: Project# August 15, 2018 Tenant Improvement Project for Kellogg Flower Market 1969 Kellogg Ave. Carlsbad, CA 92008 West Coast Design, LLC 29643 Nandina Dr. Escondido, CA 92026 West Coast Design, LLC 29643 Nandina Dr. Escondido, CA 92026 Note: These calculations are invalid unless bearing a wet stamp and signature 3578 30th Street• San Diego, California 92104 • (619) 236-0595 • Fax (619) 236-0557 wwwm, .. •·cec 2.o 1s-o ,,. 1 Governing Code: Construction Type: Occupancy Group: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Welding: Bolts & Threaded Rod: Sawn Lumber: Solid Web Joists: Open Web Joists: Manufactured Lumber: T J Shear Panels: Steel Strong-Walls: Wood Strong-Walls: Glulams: Soil: Soil Report: DESIGN CRITERIA California Building Code, 2016 Edition Type V {B) B F'c = 2500 psi, No Special Inspection Required {U.N.O.) ASTM C90, F'm = 1500 psi, Special Inspection Required {U.N.O.) ASTM C270. F'e = 1800 psi, Type S ASTM C476, F'c = 2000 psi ASTM A615, Fy = 40 ksi for #3 and smaller ASTM A615, Fy = 60 ksi for#4 and larger {U.O.N.) ASTM A992, Fy = 50 ksi (All W Shapes) ASTM 36, Fy = 36 ksi (All Plates, Angles & Channels) (U.O.N.) ASTM A500, Grade B, Fy = 42 ksi (HSS Round) ASTM A500, Grade B, Fy = 46 ksi (HSS Square & Rect.) ASTM A53, Grade B, Fy = 35 ksi (Structural Pipe) E70-T6-TYP, for structural steel (Fy = 70ksi) E90 Series for A615 Grade 60 Reinforcing Bars Shop welding to be done in an approved fabricator's shop Field welding to have continuous special inspection All welding shall be done by certified welders ASTM F1554, Grade 36, Fy = 36 ksi D.F. Larch, Allowable Unit Stress Per C.B.C., Current Edition iLevel Trus-Joist, ICC ES ESR-1153, ICC ES ESR-1387 iLevel Trus-Joist, ICC ES ESR-1774 ilevel Trus-Joist, ICC ES ESR-1387 (Parallams, Microllams & Timberstrand) ilevel Trus-Joist, ICC ES ESR-1281 Simpson Strong-Tie, ICC ES ESR-1679 Simpson Strong-Tie, ICC ES PFC-5485, ICC ES ER-2207 Douglas Fir or Douglas Fir/Hem (24F-V4 Simple spans, 24F-V8 Cantilevers) Allowable Bearing Pressure = 1500 psf Active Soil Pressure = 35 pcf Passive Soil Pressure = 100 pcf Soil Density = 110 pcf Coefficient of Friction = 0.25 psf (NIA) Natural Undisturbed Earth DESIGN LOADS EXTERIOR WALL LOADS Exterior Wall Dead Loads (Concrete): 7.5" Thk Reinforced Concrete Tilt-up Walls ....................................... . Total Exterior Wall Dead Load ................................................................ .. Exterior Wall Dead Loads (Stucco): Studs ........................................................................................ . Gypsum Board ......................................................................... .. Exterior Finish ............................................................................. . Miscellaneous ........................................................................... .. Total Exterior Wall Dead Load ............................................................... .. INTERIOR WALL LOADS Interior Wall Dead Loads: = 94 psf =94 psf = 1.1 = 2.5 = 10.0 = 2.4 = 16.0 Studs... .. .. .. . . .. .. . .. . . .. .. . .. . .. . .. . . .. .. . .. . .. .. .. . .. .. . .. . . .. .. . .. . .. . .. . .. .. .. . .. .. . .. .. = 1.1 psf Gypsum Board ... ... ... ... ... ... ...... ... ... ... ... ... .. . ... . .. ... ... ... ...... ... ... .. . ... = 5.0 psf Miscellaneous............................................................................. = 1.9 psf Total Interior Wall Dead Load .. . .. . .. . . .. .. . .. . .. . . .. .. . .... .. .. . .. .. .. . .. . . .. .. . .. .. . .... .... . = 8.0 psf psf psf psf psf psf JOB M>r-*¾ SHEETN0._(,._:1)7\ L__ ____ OF---.---.-- CAlCULATEO BY______ DATE ,:':> } l:3 / I b CHECKE013Y _______ OATf ____ _ SCAlE _____________ _ ·-v.J ColJ cU: ltr Cu.--C. 1'f I ~TIµ & "(, w-u f' \JA-U.. G R. I C A -P•c-= ~f\\. I -l k -::: (, 'S II (1tJ~ T~'i2 A~-C.L.T fl..4-...l,.S. \ "I "I .r) • r// I _\4......,A-:::..,L,.,(,,._._.Fg..::::,l..""'fkco::;.o.1,::'_A....,JJO-=.clu....-W=ui :1$..§<A 1..45) . .1, t,.,o' ,111!:,.c----------------~ .. -. -----------------·-----·- 0~ 3578 30th St ,.. •• c .. rn: INC. San Diego, CA 92104 619.236.0595 Description : B1: LINTEL@ GRID A ,::' .C()(iS:'fft./:~lf!!N(}~S~.:. , Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Project Title: Engineer: Project ID: Project Descr: Printed: 13 AUG 2018, 11 :02AM ··Material 'Prol)!ttte1·~ ,: .. ;:,,, .y·~::~:~..:::· ·' -~---------------------- Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Fy : Steel Yield : E: Modulus : Bending Axis : Minor Axis Bending Span= 6.50 It ----------------•··-.. -·----·--··---------- 50.0 ksi 29,000.0 ksi -------~----' .:~ppl'.itiiill:4.idif:·'' "½lllii !f •!;:,,-,i/:t ~•;; .;:l/):_ '. , ·,,;; ·~": ________ S_erv_ice_lo_a_ds_e_n_te_r_ed_._L_o_ad_F_ac_t_or_s_w_il_l b_e_a....cp...:..p_lie_d_f_o_r ca_lc_u_la_ll_on_s_. Beam se~ weight calculated and added to loading Uniform Load: D = 2.180, Lr= 0.040 k/ft, Tributary Width = 1.0 ft, (W) :Q~SIGN~$'f!M,fft~£)1}.ll(:t:-::~-·~1''~~Z:);, ___ ,.: ~·· ·~~-c-c---,~~-=--~-- Maximum Bending Stress Ratio = 0.903 : 1 Maximum Shear Stress Ratio = Section used for this span HSS8x3x1/4 Section used for this span Ma : AppJled 11 .816 k-ft Va : Applied Mn / Omega : Allowable 13.079 k-ft Vn/Omega : Allowable Load Combination +D+lr Load Combination Location of maximum on span 3.250ft Locallon of maximum on span Span # where maximum occurs Span # 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Mf\Ximum 7.271 7.271 Overall MINimum 0.130 0.130 DOnly 7.141 7.141 -+0-+lr 7.271 7.271 -+0-+-0.750Lr 7,239 7.239 ➔-0.600 4.285 4.285 Lr Only 0.130 0.130 0.007 in Ratio = 0.000 in Ratio = 0.416 in Ratio= 0.000 in Ratio = 10,497 >=360 0 <360 188 >=180 0 <180 Values in KIPS Design OK 0.377 : 1 HSS8x3x1/4 7.271 k 19.262 k +D+Lr 0.000 ft Span# 1 f{:: 7!1/.,i I ' ' //, ,,,,, SHEETNO, ________ OF _____ _ CALCULATEOBY _______ DATE" _____ _ CHECKEOBY ________ DATE _____ _ SCALE---------------- -If-A Tf A--U+-EO -re:. CoN tt~ -r ~ ~ / 13'2.A-C.eO e.. z..o • I i-J. e,~µ~-n,. 'f?iL=c ~~,_.f.(+t)(t-3,0')+-l~~+(i)J(-¥) f'~ = [ ~.(' (4 )J l\SJ C 1% >It-= 708j ( ~ ~ak..\uil-~) 0~ 3578 30th St A • San Diego, CA 92104 619.236.0595 Project Title: Engineer: Project ID: ProJect Descr: C9Bf~;ft:efiiwi{ ·. t/.;!k1/. t __ ._•:r.:~;;:\;;,;:_~:~/_)(\;:l~: ----...c.....:.....;;.,••:.._::·:"""':..._,;_ _____________________ _ Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 J;',tQ,eneral:'lnf9rmiffo!1 ,r;f,':c:' ;';'.' J{,:f ::··•,,,· '·:),tl.fl::'r,:-,;i,t\:;- Steel Section Name : HSS8x2x3/8 Analysis Method : Allowable Strength Overall Column Height 7.5 ft Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns : Fy : Steel Yield E : Elastic Bending Modulus 36.0 ksi 29,000.0 ksi Column self weight included : 167.TT5 lbs• Dead Load Factor AXIAL LOADS ... P: Axial Load at 7.50 ft, D = 7.086, LR= 0.130 k . DW.G'NfSU~RY.i\ ~:,::c;g,~:;~i 'i '\i~i•I/:./ Bending & Shear Check Results PASS Max. Axial+8ending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pa: Axial Pn / Omega : Allowable Ma-x : Applied Mn-x I Omega : Allowable Ma-y : Applied Mn-y I Omega : Allowable PASS Maximum Shear Stress Ratio= Load Combination Location of max.above base At ma~imum location values are ... Va: Applied Vn / Omega : Allowable ·:(~ Lo'iid'Coinblliltfon~•uit.V/~:~ ,.-:··· ·:. }· -;<·'.U~:;i:,., :r.:.c• t X-X (width) axis : Fully braced against buckling along X-X Axis Y-Y (depth) axis : Unbraced' Length for Y -Y Axis buckling :: 7.5 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. 0.05937 : 1 +D+Lr 0.0 ft 7.384 k 124.367 k 0.0 k-ft 24.072 k-ft 0.0 k-ft 8.281 k-ft 0.0 : 1 0.0 ft 0.0 k 0.0 k Maximum Load Reactions .. Top along X-X Bottom along X-X TopalongY-Y Bottom along Y • Y Maximum Load Deflections ... Along Y-Y 0.0 in at for load combination : Along X-X 0.0 in at for load combination : 0.0 k 0.0k 0.0 k 0.0k 0.0ft above base 0.0ft above base Maximum Axial + Bending Stress Ratios Maximum Shear Ratios ...,L==oc:a=-d..:C-=-om=bi""n""ati""·o"-'n ________ ...cs.:...tre...;s.c..s_Rc;;_ati;..;,·o_-'Sc.:.tac.;.tu...cs __ Loca.:..:....:...;..c.lio.:...n _____ Sc._tress ~~tio Status Location _____ _ D Only · 0.058 PASS 0.00 ft 0.000 PASS 0.00 ft +D+lr 0.059 PASS 0.00 ft 0.000 PASS 0.00 ft +D-+0.750Lr 0.059 PASS 0.00 ft 0.000 PASS 0.00 ft -+0.60D 0.035 PASS 0.00 ft 0.000 PASS 0.00 ft · ~ Mailin'fi"'·;~_.gk,hf' ''1~;;r::. -F•:.:;' ::~:.:r:,,: ~'.rf::i"' · ', . : .. Axial Reac.11on X-X Axis Reaction k Load Combination @ Base @ Base @ Top DO~ ~~ ·+{}+lr 7.384 ..0-+-0.750Lr 7.351 -+-0.600 4.352 y.y Axis Reaction @Base @Top Note: Only non-zero reactions are listed. Mx -End Moments k•ft My -End Moments @ Base @ Top @ Base @ Top .L~Only _ -··, t .. ,.,, .. ,.... . ... . . 0.130 . ,. , .. §Jreme•_1!~~1C?.'1!1:&fal'li.;;;:T·~~-~-~·?~::t:::~~.:.:.·~:· --------------------.....,..-:----~-:--:----Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx -End Moments k•ft My -End Moments Item Axial@Base Extreme Value @Base @Base @Top @Base @Top @Base @Top @ Base @Top Maximum Minimum 7.384 0.130 ------------... -- 0~ 3578 30th St u•• ••c• . San Diego, CA 92104 619.236.0595 Project Title: Engineer: Project ID: Project Descr: :gxtrefue'B~iQns_ ,.{~-· • •1c?: ::;~7:1/c~i:L,;:tr;'? Axial R""e'"act;.;;i""on"""----'x'-.-x-Ax-ls_R_e_act_l_on--k--Y--Y-Ax_ls_R_eactl_on ___ Mx_-E_n_d_Mo_m-en-ts--k--ft--M-y-_E_n_d _Mo_m_e_n_ts- ltem Extreme Value @Base @Base @ Top @ Base @ Top @ Base @Top @Base @Top Reaction, X-X Axis Base Maximum 7.254 . Minimum 7.254 Reaction, Y-Y Axis Base Maximum 7.254 Minimum 7.254 Reacllon, X-X Axis Top Maximum 7.254 Minimum 7.254 Reaction, Y -Y Axis Top Maximum 7.254 Minimum 7.254 Moment, X-X Axis Base Maximum 7.254 Minimum 7.254 Moment, Y • Y Axis Base Maximum 7.254 Minimum 7.254 Moment X-X Axis Top Maximum 7.254 . Minimum 7.254 Moment, y.y Axis Top Maximum 7.254 Minimum 7.254 Maxlnitji ::. ~ ·, · ; 'J~1td~r t?o~"tomblnal1Qn'h#(\ ~: :-:_Ji~lf1,f Load Combination Max. X-X Deflection Distance Max. Y • Y Deflection Distance .--,-~-,-----,,-=-,----...,-,,-=, D Only 0.0000 in 0.000 ft 0.000 in -1{)-,{.r 0.0000 in 0.000 ft 0.000 In 0.000 ft 0.000 ft -t0-+0.750Lr 0.0000 in 0.000 ft 0.000 in -+0.60D 0.0000 in 0.000 ft 0.000 in Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft 0.000 ft 0.000 ft :\\Steei: ·. ··::· f-n Pfd' . -HSS8x2x318 Depth = Design Thick = Width I xx = 38.20 In•4 Sxx = 9.56 in•J Rxx = 2.490 In J = 12.100 in•4 Cw = 8.65 in"6 Wall Thick Area 0.375 In Zx = 13.400 in•3 6.180 in•2 I yy 3.730 in•4 C = 8.650 ln•3 Weight 22.370 pit Syy = 3.730 ln•3 Ryy = 0.777 in Zy 4.610 in•3 Ycg 0.000 in ••c .. r s San Diego, CA 92104 0~ 3578 30th St ·sl(et~es · ·' ,,. 619.236.0595 C: 0 C! 00 r-- ! I y Project Title: Engineer: Project ID: Project Descr: JOB _______________ _ SHEETNO. ________ OF _____ _ CALCUI.ATEDBY _______ DATE ____ _ 3578 30th street, San Diego, CA 92104 CHECKEDBV _______ DATE _____ _ SC~~-------------- t=cn"T I ;j C,.. (Ii:_) --0 IA,\. '. 4" ,0 1 '/... '.3 , 0 / A s.t =-4 #. 1 i:-, -i:; .;:;; Ce,') (o. 10:) 1 ,'\ -z. ') ::. 4. o l ,t .i.. Oq --A~t ~ i:;·~~ '" rv 'J o,out·1 7 o.ovtt5 ~SJ'.., _(:;.~~1,,,-.'.~~8'"~',1~G. .. Q 11:"'i.v Ct'Jj --¼~ = ta -;;. 721 ,-4=~ _ ~ C.... I 'Q)o f' ~ ¥,.I :::_1 J;.,1(,,.-($~ YI '. -4 \, ,3 I -::, \'2,,C) ~ /°4 • 6 s ~~ J'.'. I ·12,14i.:) (~·, .... ____ ,,,._...~--· ✓ 0 PFIOOUCT2f/1 Jerid Walters PROJECT: Mayesh CLIENT: Mayesh JOB NO.: DATE: 5/2612018 Joist Desi n Based on AISI S100/SI-10 & ICBO ER-4943P INPUT DATA & DESIGN SUMMARY SECTION & SPACING JOIST SPAN DEAD LOAD LIVE LOAD 600S137-54 @ 24 in o.c ( 50 ksi) L = 14 ft DL = 15 psf LL= 20 psf LATERAL SUPPORTED? 1 compression flange (0=No, 1 =compression flange, 2=tension flange) DEFLECTION LIMITATION FOR LIVE LOAD? (0=No., 1 = L /240, 2= L /360, 3= L /180, 4= L /120) ANALYSIS 1 L /240 SECTION PROPERTIES OF EACH METAL STUD (SSMA page 7 & 8) = 0.0566 in Fy 50 ksi h = 6 in Wt = 1.75 lb/ft A = 0.514 in2 rx 2.213 in J = 0.000549 in4 Cw = 0.757 in8 CHECK MAX WEB DEPTH-TO-THICKNESS RATIO (AISI B1.2) h / t = 106.01 < 200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) lxx Sxx ry M,,IOi, = 27.23 in-kips > M [Satisfactory) Where M = [(DL+LL) S +Wt.] L2 / 8 = 21.09 in-kips S = 24 in o.c., spacing as given. CHECK SHEAR CAPACITY (AISI C3.2) V nlnv = 2708 lbs > V [Satisfactory] Where V = [(DL+LL) S +Wt.] L / 2 = 502 lbs CHECK LATERAL-TORSIONAL BUCKLING (AISI C3.1.2) = 2.518 0.809 0.452 CASE 1: BOTH TOP & BOTTOM FLANGES UNSUPPORTED <== Does not apply. Fe= Cbro-4 J<1ey<1/ = SJ r0 = (r/ + r/ + x/)°-5 = Si= 0.84 E= 29500 G= 11300 4.6 ksi < 2.78 Fy < 0.56 Fy 2.398 in in3 ,r2£ ksi (AISI pg xiv) Uey (Kyly lry{ ksi (AISI pg xvi) PAGE 1 · DESIGN BY MPA REVIEW BY THE DESIGN IS ADEQUATE. in4 Mr/Ob= 27.23 in-kips in3 Vr/l1v= 2708 lbs in Xo = -0.804 in 139.0 ksi 28.0 ksi 2.108 ksi Ky= 1.0 K1= 1.0 1 [ ff 2£c l <11 = A2 GJ+----1 = Ly= 168 in ro (K1L1} 4.743 ksi Lt = 168 in i F y , for F e~2.78F e JO IOFy Fe = -Fy(I---), for 2.7&>Fe~0.56Fe 9 36Fe Fe , for F e~0.56F e = 4.6 ksi Jerid Walters PROJECT : MayeSh CLIENT : Mayesh PAGE 1 DESIGN BY MPA JOB NO.: DATE: 5/2612018 REVIEW BY Box Beam Design Based on AISI S100/$I-10 & ICBC ER-4943P INPUT DA TA & DESIGN SUMMARY VERT. MEMBERS 2 SPAN (TOTAL SECTION: 4 x 6) L= X 600S200-43 10 ft DEAD LOAD LIVE LOAD DL = 0.083 kips/ ft LL= 0.11 kips/ft COMPRESSION FLANGE SUPPORTED? (0=No, 1=Yes) DEFLECTION LIMITATION FOR LIVE LOAD ? •--H ' -I I II -H e.-11 I I II I ~1 I 11-~,-II I BEAM / HEADER. SECTION 1 compression flange supported 1 L /240 I II -11< I 11 _lu (0=No., 1= L/240, 2= L/360, 3= L/180, 4= L/120) THE DESIGN IS ADEQUATE. ANALYSIS SECTION PROPERTIES OF EACH STUD (SSMA page 7 & 8) t = 0.0451 in Fy = 33 ksi 1)0( = h = 6 in \/Vt = 1.67 lb/ft s"" = A = 0.492 in2 rx = 2.335 in ry = J = 0.000334 in4 Cw = 2.012 in6 CHECK MAX WEB DEPTH-TO-THICKNESS RATIO (AISI 81.2) h /t = 133.04 < 200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3. 1) M,lnb • 2.87 ft-kips > M [Satisfactory] Where M = (DL +LL+ Wt) L2 / 8 = 2.45 ft-kips CHECK SHEAR CAPACITY (AISI C3.2) V,lfly" 2.72 kips > V [Satisfactory] Where V = (DL + LL + \/Vt ) L/ 2 = 0.98 kips CHECK LATERAL-TORSIONAL BUCKLING (AISI C3.1.2.2) <== Does not apply. Lu = 0.36Cb71' .JEGJ I y = FySf Where Cb= 1.0 1.24 ft < L 2.683 0.873 0.739 s,= 1.79 in3 (total vertical studs, SSMA page 7 & 8.) E = 29500 ksi (AISI pg xiv) G = 11300 ksi (AISI pg xvi) in4 in3 in ly = 2.701 in4 (neglecting top & bottom tracks conservatively.) J = 0.001 in4 C b71' riir.",";-Fe = "EGJ I y = KylySJ Where Ky= Ly= 1.0 120 in 11.4 ksi 10 IOFy ! Fy , for Fe';!.2.78Fy Fe = 9 Fy(i-36FJ, for 2.?8>Fe';!.0.56Fy Fe , for F eS.0.56F y < < 2.78 Fy = 0.56 Fy = 11.4 ksi M,IOb= Vnlnv = Xo 91.7 18.5 = 17.24 1358 -1.468 ksi ksi in-kips lbs in Mn/0:b• 1.01 Where Sc= ft-kips 1.79 <Ji,= 1.67 < M [Satisfactory] in3 (total vertical studs, SSMA page 7 & 8.) Mn= ScFc = 20.30 in-kips M = (DL + LL +Wr.) L2 /8 = 2.45 fl-kips CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1) ( ~)\( ~v:r Where M = 2.45 V = 0.98 V,./0., = 2.72 .{lb= 1.67 0.9275 ft-kips kips kips < 1.0 [Satisfactory] Mn= MIN( Bending , Buckling) = 4.80 ft-kips Mr/Ob= 2.87 ft-kips, for bending only, ( ~) • 0.85 o{nt.')+(~) CHECK DEFLECTION 5(ll)L4 /J.[L = 384£/ Technical References: > 0.5 (~) 0.8739 < 1.3 [Satisfactory] 0.16 in < L /240 = 0.50 = 0.36 < 0.7 in {Satisfactory] 1. AISI 5100/Sl-10, North American Specification for the Design of Cold-fonned Steel Structural Members, with Supplement 1, 2010. 2. SSMA, Product Technical Information, ICBO ER-4943P, Steel Stud Manufactures Association, 2001. (cont'd) • e . ' OFFICE USE ONLY RECORD ID# _________________ I PLAN CHECK# ________________ I Busi Telephone# e within the Cl of an any o the items are ctrcled, 13. Corrosives 14. Other Health Hazards 15. None of These. PART : E O O NTY P TME OF ENVR N NTAL HEALTH-H AR D : If the answer to any of the questions Is yes, app icant must contact t e aunty of San 1ego azar ous Materials IvIsIon, Call (858) 505-6700 prior to the issuance of a building pem,lt. , San Diego, CA 92123. 0 CalARP Exempt I FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 1. Is your business listed on the reverse side of this form? (check au that apply). v 80 Es i (for new construction or remodeling projects) Date Initials 2. WIii your business dispose of Hazardous Substances or Medlcal Waste in any amount? 0 CalARP Required I 3. Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 4. 5. 6. 7. 8. □ □ □ □ □ pounds and/or 200 cubic feet? lid' WIii your business store or handle carcinogens/reproductive toxins in any quantity? 'i1' WHI your business use an existing or install an underground storage tank? S Will your business store or handle Regulated Substances (CalARP)? K WIH your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? W WH1 your business store petroleum In tanks or containers at your facility with a total facility storage capacity equal to or realer than 1,320 aliens? California's Above round Petroleum Stora e Act . Date lnltlels 0 CalARP Complete I Date lnltlals p T 11: I O N R I N TRO DI T T AP D: Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San ego, C 3 d . ov ) 6-2650 . * o stamp required If 01 Yes D Q3 Yes mg 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 typlcally exempt, except -those with more than one building• on the property; slngle buildlngs with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. rExcludes garages & small outbuildings.] 1. 2. 3. 4. 5. 6. YES NO B lJ WIii the project disturb 160 square feet or more of existing building materials? Wm any load supporting structural members be removed? Notification may be required 10 wolidng days prior to commencing demolition. (ANSWER ONLY tF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? □ □ □ □ □ D (ANSWER ONLY JF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 1 O working days prior to commencing asbestos removal. 1M' WIii the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet <www sdaocd oralinto/factslpermits odf) for typical equipment requiring an APCD permit. 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 of my knowledge and belie Sign of O er or Authorized Agent FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION BY: DATE; I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDINQ PERMIT l!IUT NOT FOR OCCUPANCV REI.USED FOR OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCD . A stamp in this box 2!llil exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may sttll apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division • INDUSTRIAL WASTEWATER DISCHARGE PERMIT _/ / SCREENING SURVEY Date P~~ (/e, L Business Nam~ t:'.t-~ ,t¼,..,.,,,,,--df,.,,r;&e-r Street Address /q. --!;:)./4~ ~ , ~ <£ Email Address lv~49~,-e=e1& ~ ,.,J 4 PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: □ Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/ Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Blotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting/ Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphaling) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film/ X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap I Detergent Manufacturing Industrial Laundry Waste Treatment I Storage SIC Code(s) (if known): _____________________ _ Brief description of business activities (Production/ Manufacturing Operations): _____ _ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume al industrial wastewater to be discharged (gal/ day): -~N~A:~----- List hazardous wastes generated (type I volume): __ _£.,,,,_ __________ _ Date operation began/or will begin at this location: p~/4 t;/19 :!: Have you ap~d for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes £blpl If yes, when: . Site Contact /Z,-• A itle.-/4.....,U'-=-'--------- ,~~@'~~:::_,,..:====a:_1phone No. tl-19 'f"U 'Z[J, 't'. HORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 Revision Permit Print Date: 01/14/2019 Job Address: 1969 Kellogg Ave Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revi~ Parcel No: 2120921200 Lot#: Valuation: $ 0.00 Reference#: Occupancy Group: M Construction Type # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check#: CB2018-0467 Plan Check#: Project Title: (city of Carlsbad Permit No: PREV2018-0284 Status: Closed -Finaled Applied: 11/08/2018 Issued: 12/20/2018 Permit 01/14/2019 Fina led: Inspector: PBurn Final Inspection: Description: KELLOGG FLOWER MARKET: DEFERRED COOLER ROOM ELECTRICAL PLAN (1 SHEET) Applicant: Owner: DANNY TOUCHET TECHPLEX LP 1000 Pioneer Way 310-626-S650 EL CAJON, CA 92020 FEE BUILDING PLAN CHECK REVISION ADMIN FEE MANUAL BUILDING PLAN CHECK FEE Total Fees: $ 363.12 Total Payments To Date : $ 363.12 Building Division Balance Due: AMOUNT $35.00 $328.12 $0.00 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov { Cicyof 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 NumberC:f:C2.D\£>-ct\(J)7 Plan Revision Number ~ZDIP:,-0204 Project Address \9,si9 \/,_ O\\o~°:J General Scope of Revision/~ubmittal: __________________ _ Do tp rcoc), cao\e..c CONTACT INFORMATION: Name 0,,, ,,,. "' / \o c~, t\. Jt ., Phone Address 2 d Lf I 2 N c:,£=.,:,c, d\\c' ½,.)e Zip TYil+ .. \ I', . ' Email Address ~-Pl (2, cl ✓, <·-,, V\.. ( ~;:J v:Y'-:A 1 \ • Cd>""--- Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: D Plans D Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page(s) where each revision is shown Elo,D 4. Does this revision. in any way, alter the exterior of the project? D Yes 0 No 5. Does this revision add ANY new floor area(s)? D Yes D No 6. Does this revision affect any fire related issues? D Yes D No 7. Is this a complete set? D Yes D ~h £S'Signature:::::I::::) ~ \ ? ~ Date Ncl)J ~> J I 1z> 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 ~: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov DATE: 12/14/2018 JURISDICTION: City of Carlsbad ✓• EsG1I A SAFEbuilt Company D ~PLICANT -9""JURIS. PLAN CHECK#.: CBC2018-0467.REV(PREV2018-0284) __ SET: II PROJECT ADDRESS: 1969 Kellogg PROJECT NAME: Kellogg Flower Market Cooler lz;:J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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 corr~cted 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: lz;:J 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:~. Telephone#: Date contacted: . ( ) Email: Mail Telephone Fax n Person 0 REMARKS: By: David Yao EsGil Enclosures: approved plan 12/7/18 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 11/20/2018 JURISDICTION: City of Carlsbad ✓• EsG1I A SAFEbuilt'Company □ APPLICANT □ JURIS. PLAN CHECK#.: CBC2018-0467.REV(PREV2018-0284) __ SET: I PROJECT ADDRESS: 1969 Kellogg PROJECT NAME: Kellogg Flower Market Cooler 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [8J The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [8J The applicant's copy of the check list has been sent to: Danny Touchet 0 EsGil staff did not advise the applicant that the plan check has been completed. [8J EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Danny Touchet Date c · / -f g (by:/({?) Email: Telephone#: 310-626-5650 dptelectricinc@gmail.com By: David Yao EsGil Fa In Person 11/13/18 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 'City of Carlsbad CBC2018-0467.REV(PREV2018-0284) 11/20/2018 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad 0467.REV(PREV2018-0284) PROJECT ADDRESS: 1969 Kellogg DATE PLAN RECEIVED BY ESGIL: 11/13/18 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK#.: CBC2018- DATE REVIEW COMPLETED: 11/20/2018 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. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? □ Yes □ No . City of Carlsbad CBC2018-0467.REV(PREV2018-0284) 11/20/2018 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad 0467.REV(PREV2018-0284) PLAN CHECK#.: CBC2018- PREPARED BY: David Yao BUILDING ADDRESS: 1969 Kellogg BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier cooler Air Conditioning Fire Sprinklers TOTAL VALUE Jurlsdictlon Code cb By Ordinance Bldg. Permit Fee by Ordinance ~ Plan Check Fee by Ordinance • I Type of Review: 0 Complete Review 0 Repetltlve Fee 3 Repeats * Based on hourly rate Comments: 0 Other 0 Hourly EsGII Fee DATE: 11/20/2018 Reg. VALUE Mod. 0 Structural Only l------=2::.:...5:..il Hrs. @ • $105.00 _ ($) $262.SOI Sheet of ' City of Carlsbad CBC2018-0467.REV(PREV2018-0284) 11/20/2018 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. 1. Please provide structure support detail for the new evaporator coil. 2. Please provide lighting circuit design and updated panel schedules. Also update lighting energy design and mandatory measures. CEC140.6 3. A, b switching no longer complies with the energy compliances measures. 4. Provide mechanical design for the evaporator coil condenser units to include condensate drain system. 5. Provide energy compliance documents for the evaporator coil condenser unit shown. 6. 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 Morteza Beheshti at Esgil. Thank you.