The URL can be used to link to this page

Home My WebLink About2521 PALOMAR AIRPORT RD; 107; CB132708; Permit12-06-2013 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CBI 32708 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2521 PALOMAR AIRPORT RD CBADSt: 107 Tl Sub Type: COMM 2130201800 Lot#: 0 $165,858.00 Construction Type: 5B Reference # NOODLES & CO: 2,838 SF SHELL TO RESTAURANT W/OUTDOOR SEATING Status: PENDING Applied: 11/01/2013 Entered By: JMA Plan Approved: Issued: Inspect Area Plan Check #: Applicant: MELISSA MCPHERSON Owner: COUNTY OF SAN DIEGO 171 RENDEZVOUS DR LAFAYETTE CO 80026-3478 972-396-8409 PUBLIC AGENCY OOOOO Building Permit $954.34 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $668.04 Meter Fee $0.00 Add'i Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $34.83 PFF (3105540) $3,018.62 Park Fee $0.00 PFF (4305540) $2,786.41 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $239.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $147.00 Other Building Fee $0.00 MECHANICAL TOTAL $94.99 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $4.00 HMP Fee ?? Fire Expedidted Plan Review $317.50 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $8,264.73 Total Fees: $8,264.73 Total Payments To Date: $808.04 Balance Due: $7,456.69 Inspector: FINAL APP 3. Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refen'ed to as "fees/exactions." 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 Govemment Code Section 66C20(a), and file the protest and any other required information with the City Manager for processing in acconJance 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 vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenwise expired. THE FOLLOW!;(G APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: nPUNNING •ENGINEERING •BUILDING OFIRE •HEALTH •HAZMAT/APCD « CITY OF CARLSBAD Building Permit Appiication 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildingigcarlsbadca.gov Plan Check No. Qg,\3 - 27 Est. Value ^/^^T^TS^. Plan Ck. Deposit SWPPP JOBADDRESS 2521 Airport Rd SUITE#/SPACE#/UNIT# 6-107; bum APN 213 - 020 - 180 - 0 CT/PROJECT # LOT# PHASE# #0F UNITS 1 # BEDROOMS N/A # BATHROOMS TENANT BUSINESS NAME Noodles & Company CONSTR. TYPE V-B occ. GROUP A2 DESCRIPTION OF WORK: /nc/ude Square Feet of Affected Areafs; Tenant improvement interior construction only for restaurant use. EXISTING USE PROPOSED USE restaurant GARAGE (SF) N/A PATIOS (SF) DECKS (SF) FIREPLACE YES|~> NOTTI AIR CONDITIONING YES f/l NO I I FIRE SPRINKLERS YES I |NO| I APPLICANTNAME (Primary Contact) Melissa McPherson APPLICANTNAME fSecondary Contact; Alyssa Pidlaoan ADDRESS 171 S Rendezvous Dr ADDRESS 2348 Arezzo Ln CITY Lafayette STATE CO 80026 CITY Allen STATE TX ZIP 75013 PHONE 972-396-8409 )(3 214-291-5597 PHONE 972-396-8409 FAX 214-291-5597 EMAIL mmcpherson@hunterdevelopmentgroup.com alyssa(ghunterdevelopmentgroup.com PROPERTY OWNER NAME Noodles & Company CONTRACTOR BUS. NAME y, . ^ _ \/_,^r%Air7 n\iLu^NMiLiv^ ^^^i^a^cjm^'^F ADDRESS 520 Zang Street, Suite D ADDRESS CITY Broomfield STATE CO ZIP 80021 CITY STATF, ZIP PHONE 972-396-8409 214-291-5597 PHONE /^7& ^76 O^Z^ mmcpherson@hunterdevelopmentgroup.com ARCH/DESIGNER NAME & ADDRESS Chipman Design Architecture STATE LIC. tt C-26140 (Sec. 7031.5 Business and Professions Code: Any City or County wiiich requires a permit to construct, alter, improve, demolisii or repair any structure, prior to its isSiefice, also requires tfie applicantfor such permit to file a signed statement that he is licensed pursuant to the provisions ofthe Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affinn under penalty of peijury one ofthe following declarations: \ I have and wiil maintain a certificate of consent to selt-insure for worlters' compensation as prcvided by Seclion 3700 of the Labor Code, fbr the perfonnance of the work for which this pennit is issued. 03 I have and will maintain workers' comDensation, as reguired bySection 3700 of the Labor Code, forthe performanceof the work for which this permit is issued. My workers'compensatio;i jnsuyanci number are: Insurance Co. Policy No. Expiration Date Thjs section need not be compleled if the permit is for one hundred dollars ($100) or less. to// I I Certificate of Exemption: I certify that in the perfomiance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Wortcers' Compensation Laws of Califomia. WARNING: Failure to secure wort(ei^!^mpensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damage^^cprovided for in Se^on 3706 of the Labor code, interest and attomey's fees. / I ^ . •AGENT DATE CONTRACTOR SIGNATURE r ATION / hereby affirm that I am exempt from Contractor's License Law for the fbllowing reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the stnicture is not intended or offered for sale (Sec. 7044, Business and Prafessions 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 dkl not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors to constmct the project (Sec. 7044, Business and Professk)ns 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 Contrxtor's License Law). I I I am exempt under Section Business and Professions Code for this reason; 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement QYes I INO 2.1 (have / have not) signed an application for a building pemiit for the proposed woh(. 3.1 have contrxted with the following person (firni) to provide the proposed constmction (include name address / phone / contractors' license number): 4.1 plan 10 provide portions of the work, but I have hired the fbllowing person to coordinate, supenrise and provide the major wori( (include name / address / phone / contractors' license number); 5.1 will provide some of the wod(, but I have contrxted (hired) the folbwing persons to provide the wort indicated (include name / address / phone / type of work): ^PROPERTY OWNER SIGNATURE QAGENT DATE •iWi Tl irt:mt «uj Is Itie ap0icart or fukm buMng ocraipant w^iired to sulM a buaiiM Presley-Tanner Hazardous Sul»iance Accomt AiJ? Yea /No Is Ihe applkantw future buiding occupant lequired to oMain a peniM tom *M air Yes ^ No is Ihe bcilylo be ainstictadi*Mi 1,000 teet of Sworier boundary of a sdx^ Yes ^ No r ANY OF TW AiewetS AW YES, A FMAL mrnFCATE OF OCCUPANa MAY NOT 8E Ul^^ EMEWSNCY SmKXS AHD lie AM roUjUIWN CONTROL DSIWCT. I hereby aflirm that tt«ra is a (snstu^ leiKing agency for peftormance 01 Ihe worK th^ pennil is is»ied (Sec. 3097 (i) Civi Code). Lender's Nairw Lender's Address I certify th^ I hpw wiiri8ieappicatfoiiandslitetfialttieafeo>winfaiiwllOHistoiwctand1liMtlfe8htowta8^ i hereby autunze representalive tie C% of Carisbad to «nl» 1(10) tw AGAIfKT Aa UABIITCS, JUOG»€t«B. COSTS ANO BraeK WHIQ1 MAY N ANY WAY OSHA An OSHA peinM is lequind Ibr eiranolkre 5V deep and EXPff^Tm B«ry peimt ssued by te Buiding OHdil tfider il* pRMiiora 180 days tem tie dale of such pomit o( OwiMng or i APPUCANTS SXSNATUIK lit o( OwMing or vwrk autnrad by Mjch pertrM is su^»^ yu jifp iiy STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete ttie following C^LY if a Certiflcate of Occupancy will be requi»ted at final inspedion. Fax (760) »S-8S«;, Emai) buildr19@ca1lsbadca.90v or IM the complied form fo City (tf CarMsad, UkSng OMsion 1635 Faesdsy kmrm. CaiWiad, CaMxnia 92»8. C0#: (OMc* Uu Onty) a>NTACTNAME OOCUnWIT NAME CfTY STATE BP EMAIL »MJ>mG AOORESS 0TY STATE ZIP Carlsbad CA OCCUPANTS ms. uc. No. DBJVERyOPnONS PICK UP: CONTACT (Usted above) OCXUPANT (Uaed atiove) CONTRACTOR (On Pg. 1) MAILTO: CONTACT (Listed above) OCCUPANT (Ustedabove) CONTRACTOR (Qn Pt 1) MAIL/FAX TO OTHER: ASSOCIATED CB« NO OUN6E m IOE / NO COIUTIIUCnON CHANGE OF USE / NO CONSTRUCTION >«f APPUCANTS SIGNATURE DATE Inspection List Permittf: CB 132708 Type: Tl COMM NOODLES & CO: 2,838 SF SHELL TO RESTAURANT W/OUTDOOR SEATING Date Inspection Item Inspector Act Comments 03/20/2014 89 Final Combo -Rl COF 03/19/2014 29 Final Plumbing -Rl AM PLS, STE 107 03/19/2014 39 Final Electrical -Rl AM PLS, STE 107 03/19/2014 49 Final Mechanical -Rl AM PLS, STE 107 03/19/2014 89 Final Combo PD AP 03/11/2014 89 Final Combo PD PA 03/11/2014 92 Compliance Investigation -Rl PRE-WALK TEMP 02/27/2014 23 Gas/Test/Repairs PD AP 02/27/2014 85 T-Bar PD AP 02/27/2014 85 T-Bar PD AP 02/25/2014 17 Interior Lath/Drywall PD AP 02/24/2014 17 Interior Lath/Drywall PD CA 02/20/2014 44 Rough/Ducts/Dampers PD AP 02/14/2014 17 Interior Lath/Drywall PD AP 02/13/2014 44 Rough/Ducts/Dampers PD AP 02/11/2014 17 Interior Lath/Drywall PD AP 02/10/2014 84 Rough Combo PD AP 02/07/2014 84 Rough Combo MC NR AFTER STOP 02/05/2014 14 Frame/Steel/Bolting/Weldin PD PA 02/03/2014 23 Gas/Test/Repairs PY CA 01/30/2014 32 Const. Service/Agricultural PD AP 01/23/2014 11 Ftg/Foundation/Piers PD AP 01/21/2014 21 Underground/Under Floor PD AP Wednesday, March 19, 2014 Page 1 of 1 CARLSBAD ^ "iHIPiGTiON -RECIIRD Building DfoWon m mmcnmiBmomtAm WITH APPROWD PLANS iWi»T Si KM>T ON THE JOB 0 CAU mmmmmv<m NEXT woim ^i'^^^f^®'^ 0 FOR BUn-WNe INFECTION CAIU 760.>0Z-Z7ZS ^ -m^f^MWjCMlMbmlraMymmm ANiP CUCK OW CB132708 2521 PALOMAR AIRPORT RD 107 NOODLES & CO: 2.838 SF SHELL TO RESTAURANT W/OUTDOOR SEATING Tl COMM Lc*# MELISSA MCPHERSON RECORD COPY .-YES- , 'rBrCKM> BELOW I HAT D.V.S,ON>. APPROVAL IS REQUIRED PS.OH TO, IF VOU HAV.< ANY QULSTIONS PLtASE CALL THL APPLICABLE D.VIS.OHS AT THE . .„r c,,~NED ors- PAX TO 7CO-602-8560. tMA. All RFQUIRi [• APPROVALS ABI SK»NfeO • ' an BP.HC, A COPY OP TH.S CARD TO, 1635 FA.ADAY AVE,. CAPLSBPD. t REACHED AT 760-602-2700 BPTWEEN 7.30 AM ^ 8:00 AM THE OAV OP VO. NO 7 YES "7 Raqidrad Prior to Bequerting BulMlnfl Final If Cheched YES Allow 48 hours Plannlna/liindJeape CM&I (Englneennslnspectlorwl 7M)-94M463 76M38-389I 760^M)Z-4660 Call before 2 pm Allow 48 hours "''Mttiil'" Date Inipattor Type of Inspection o,. . ELECTRICAL 031 jajUCrWCUHDEROROUHD DUFBt Dirte Inspector SEE BACK FOR SPECIAL NOTES REV 1(V2012 Section 5416. Health and Safety Code, State of California (a) TTiere shali be not less than one water closet for each 20 employees or fractional part thereof working at a constaiction Job site. Ttie water closet stiall consist ot a patented chemical type toilet. (b) For the purpose of this sectton the term construcMon site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdefneanor. Ali construoMon Nwm for which a permit is required sharil be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated In each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES MM • ^'^^'^S'S^^^^'* ^^fm-ii II iT i^iin •IIM I . ,1 ,1 /j - p\-2- e^...ta...i?... X EsGil Corporation In (PartnersHip witH government for (BuiCcCing Safety DATE: 12/5/13 • APPLICANT ,a"jURlS^^ JURISDICTION: City of Carlsbad WcAN REVIEWER • FILE PLAN CHECK NO.: 13-2708 /) f) ^' SET: II . PROJECTADDRESS: aSOZAirportRd / / ^ / ^ PROJECT NAME: Noodles & Company - TI XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check iist and should be corrected and resubmitted for a complete recheck. n The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: IXI EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mall Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • MB • PC 11/26/13 9320 Chesapeake Drive, Suite 208 • San Diego, Caiifomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersHip witH government for (BuiCding Safety DATE: 11/13/13 • AEBUCANT [^f^'JURISp JURISDICTION: City of Carlsbad crmiAPrREVlEWER • FILE PLANCHECKNO.: 13-2708 SET: i PROJECTADDRESS: 2512 Airport Rd PROJECT NAME: Noodles & Company - TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. • 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. I I The pians transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check iist transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. • The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ^ The applicant's copy of the check list has been sent to: Melissa McPherson 171 S. Rendezvous Dr, Lafayette CO 80026 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Melissa McPherson Telephone #: 972-396-8409 Date contacted: (i!{ >f^^ (by: v^^- ) Email: mmcpherson(ghunterdevelopmentgroup.com Fax #: 214-291-5597 Mail Telephone Fax In Person n REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • MB • PC 11/4/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 13-2708 11/13/13City of Carlsbad 13-2708 11/13/13 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLANCHECKNO.: 13-2708 JURISDICTION: City of Carlsbad OCCUPANCY: A2 USE: Restaurant TYPE OF CONSTRUCTION: VB ACTUAL AREA: 2838sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 72 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/1/13 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/4/13 DATE INITIAL PLAN REVIEW COMPLETED: 11/13/13 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): 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 ordinances enforced 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. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. 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 2009 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 vou submit the revised plans. City of Carlsbad 13-2708 11/13/13City of Carlsbad 13-2708 11/13/13 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide evidence of Health Department approval (for restaurants), where regulated by the local Health Department. 2. Please review the requirements, revise the plans appropriately (MP1.0, P3.0/01) and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 3. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II • Provide the UL listing and ICC listing of the double wall exhaust duct. • Show the required replacement air for each kitchen hood. Include an air balance schedule. The exhaust and make-up air systems shall be connected by an electrical interiocking switch. UMC 511.3 4. Please revise the plumbing plans to show the hand sinks (352) to be a direct connection to the sanitary waste system. 5. Provide the following information concerning the water heater: • Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2Please provide the required LTG-1 C forms. 6. Please have the document author and the principle designer of the LTG-1 C form sign the imprinted document. 7. Provide automatic shut-off controls (Complete Building) for lighting as per Title 24, Part 6, Section 131(d). 8. Please complete the LTG-1-C part 3 of 4 mandatory automatic controls portion of the LTG-1-C forms. City of Carlsbad 13-2708 11/13/ 13City of Carlsbad 13-2708 11/13/13 9. Please have the principle designer complete the Statement of Compliance System Acceptance section ofthe LTG-1-C part 4 of 4 documents. 10. Show that grab bars comply with the following, per Section 1115B.4.1: a) They shall be securely attached and centered 33" above the floor and parallel. NOTE: Where a tank-type toilet is used which obstructs placement of the rear grab bar at 33", the rear grab bar only may be installed as high as 36". 11. Where a pair of doors is utilized (110A), at least one of the doors shall provide a clear, unobstructed opening width of 32 inches, per Section 1133B.2.3.1. To speed up the review process, 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. 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 • The jurisdiction has contracted with Esgil Corporation 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 13-2708 ll/13/13City of Carlsbad 13-2708 11/13/13 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLANCHECKNO.: 13-2708 PREPARED BY: Doug Moody DATE: 11/13/13 BUILDING ADDRESS: 2512 Airport Rd BUILDING OCCUPANCY: A2 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) T 2838 50.30 142,751 Air Conditioning Fire Sprinklers TOTAL VALUE 142,751 Jurisdiction Code cb By Ordinance Bldg. Permit Fee by OrdinanGe • l^lan Checl< Fee by Ordinance • Type of Review: [ZJ Complete Review CZl Repetitive Fee ^ Repeats • Other |—I Hourly EsGil Fee • Structural Only Hr. $864.18 $561.72 $483.94 Comments: Sheet 1 of 1 nnacvalue.doc + PLAN CHECK PLAN CHECK Community & Economic CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 11/08/13 PROJECT NAME: NOODLES & COMPANY PROJECT ID: CB13-2708 PLANCHECKNO: 1 SET#: ADDRESS: 2521 PALOMAR AIRPORT RD APN: VALUATION: $165,853 Tl PALOMAR COMMONS Ea / This plan check review is connplete and has been APPROVED by the ENGINEERING Division. By: KATHLEEN LAWRENCE 11/08/13 A Final Inspection by the Division is required Yes / No This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: MMCPHERSON@HUNTERDEVELOPMENTMENTGROUP.og You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from alt divisions. For questions or clarifications on the attaclied checklist please contact the foiiowing reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760^02-2750 FIRE PREVENTION 760-602-4665 Chris.Sexton@carlsbadca.gov / Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Gregorv.Rvan@carlsbadca.gov Glna.Ruiz@carlsbadca.gov Llnda.Ontiveros@carlsbadca.gov Cvnthla.Wong@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: 4 ^ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CBI 3-2708 Date: 11/08/13 Project Address: 2521 PALOMARAIRPORT RD APN: Project Description: FEES PAID ON SHELL Valuation: $165,853 TI PALOMAR COMMONS ENGINEERING Contact: Kathleen Lawrence Phone; 760-602-2741 Email: kathleen.lawrence@carlsbadca.gov Fax: 760-602-1052 RESIDENTIAL INTERIOR Z TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (<$20,000.00) PLAZA CAMINO REAL CARLSBAD PREMIER OUTLETS COMPLETE OFFICE BUILDING OTHER: PCR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KATHLEEN LAWRENCE REMARKS: NO ADDTL ENG. FEES DATE:11/08/13 E-36 Notification of Engineering APPROVAL has been sent to MMCPHERSON@HUNTERDEVELOPMENTMENTGROUP.COM via EMAIL on 11/08/13 Page 1 of 1 REV 4/30/11 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.rarlsbadra.eov DATE: 11-27-13 PROJECTNAME: PROJECTID: PLAN CHECK NO: CB 13-2708 SET#: 2 ADDRESS: 2521 Palomar Airport Rd APN: 213-020-18 3 This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Plannmg Division is required • Yes |^ No You may aiso have corrections from one or more of the divisions listed beiow. Approvai from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from ali divisions. Q This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: mmcpherson@hunterdevelopmentgroup.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.fiov 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.fiov 1 Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB 13-2708 Address 2521 Palomar Airport Rd Date 11-27-13 Review # 2 Planner Chris Sexton Phone (760) 602-4624 Type of Project & Use: J\ Net Project Densitv:N/A DU/AC Zoning: M/P-M/C-2-Q General Plan: G/PI/GC Facilities IVIanagement Zone: 5 CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action S • • Environmental Review Required: YES • NO • TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: S • • Discretionary Action Required: YES • NO • TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • • Coastal Zone Assessment/Compiiance Project site located in Coastal Zone? YES • NO Q CA Coastal Commission Authority? YES O NO • If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): • • Habitat Management Plan Data Entry Completed? YES • NO • If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATEI) • D Inclusionary Housing Fee required: YES • NO • (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NO • N/A • p-28 Page 2 of 3 07/11 Site Plan: ^ • • Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 - Neighborhood Architectural Design Guidelines • • 1. Applicability: YES • NO • • • 2. Project complies: YES • NOD • • • • ^ • • ^ • • K • • • S • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required, Required. Required Required 2. Accessory structure setbacks: Front: Required. Interior Side: Required Street Side: Required Rear: Required Structure separation: Required. 3. Lot Coverage: 4. Height: 5. Parking: Required, Required Spaces Required Shown Shown Shown. Shown Shown Shown Shown. Shown Shown Shown Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments 1) Please show on the site plan the dimensions of the outdoor dinina area on sheet G1.2. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Chris Sexton DATE 11-27-13 p-28 Page 3 of 3 07/11 ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL IlLDING DEPT. cdmQ^ty & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/04/2013 PLAN CHECK NO: 2 SET#: 1 PROJECT NAIVIE: NOODLES AND CO. PROJECT ID: CB132708 ADDRESS: 2521 PALOMAR AIRPORT RD 6-107 APN: 213-020-18-00 • This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required ^ Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: M. McPHERSON You may aiso have corrections from one or more ofthe divisions listed beiow. Approvai from these divisions may be required prior to the issuance of a buiiding permit. Resubmitted plans should inciude corrections from aii divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: i...,;.;:r|!i|l. 760^02^610 ENGINEERING 760-602-2750 1 1 C;iris Sexton 760-602-4624 Chris.; exton@carlsbadca.fiov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 G refiory.Rva n@ca risbadca.fiov 1 1 Gina Ruiz 7 0-602-4675 Gina.i. .iz@carlsbadca.fiov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wonfi@carlsbadca.fiov • • 1 1 Dominic Fieri 760-602-4664 Dominlc.Fieri@carlsbadca.gov Re: arks: APPROVED, SEE ATTACHED Carlsbad Fire Department BIJILDIMG DEF Plan Review Date of Report: Name: Address: Permit #: Job Name: Job Address: Requirements Category: Tl, COMM 12-04-2013 MELISSA MCPHERSON 171 RENDEZVOUS DR LAFAYETTE CO 80026-3478 CB132708 NOODLES & CO: 2,838 SF SHELL 2521 PALOMAR AIRPORT RD CBAD St: 107 Reviewed by: Please review carefully all comments attached. Please prepare the necessary plans and/or specifications, with changes "clouded", and have ready as part of the field or job set. Conditions: CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: w/ Conditions and/or Requirements THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. At or priorto Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD personnel during pre-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. FIEID NOTES to be added to Job set of plans. • Overhead fire sprinklers shall extend into the walk-in cooler. • As cited above a photometric test of the emergency lighting shall be conducted since a photometric plan has not beeii submitted. • C02 fill connection shall be along the public way and may not be concealed in any utility room. Entry: 12/04/2013 By: GR Action: AP with Conditions and Requirements BLDO DEPT COPY RECOMMENDED FOR APPROVAL Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: ROBERT SCOTT Date: November 25. 2013 APPLICANT: Melissa Mcpherson PROJECT NAME: Noodles and Co. JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2521 Palomar Airport Rd PROJECT DESCRIPTION: CB13-2708, 2838 cp Tl of existing space for new restaurant with 399ij] patio. This space is equipped with an existing fire sprinkler system. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. Gl.l Add the following new list of Deferred Submittal items: -Fire Sprinkler System - 2010 CFC 903 and 2010 NFPA 13 -Fire Alarm System - 2010 CFC 907.2.2 and 2010 NFPA 72 -Commercial Hood 85 Duct System - 2010 CFC Section 904 and NFPA 17A. -Add Notes below to General Note section: Note-1: UL300 hood 86 duct extinguishing system shall be designed in accordance with CFC Sections 904.11, 609.1, 609.2 and 2002 NFPA 17A. UL 300 Hood 85 duct exhaust and extinguishing system plans including manufacturer's Installation 85 Service Manual. Deferred submittal to include, but not be limited to plans providing designed details and dimensions of appliances, hood 85 duct and extinguishing system in accordance with manufacturer's Installation 85 Service Manual. All work shall be performed by a C-16 licensed fire protection contractor. -Note-2: Fire Alarm System (Interconnection of Hood Suppression System) Fire alarm system plans shall be submitted to Carlsbad fire department for approval prior to any work being conducted. Location of fire alarm panel, operation and sequence of fire alarm devices and hood suppression system shall comply with Carlsbad Fire Department Requirements, 2010 CFC 907 and 2010 NFPA 72 G1.2 - Identify use of room (storage or?) that is adjacent to exit door 109A in patio area. The room is labeled on plan as #110; it does not appear this enclosed room will be used as Idtchen prep'. -Denote path of travel from patio area to public way. -Denote width of proposed aisle space between tables/chairs on patio dining area, leading to exit at public walkway by Public Exit # 1. CBC 1003.6 -Add Note: Exiting from patio dining (and interior dining into patio area) shall comply with CBC 1015.2.1 Dl.l Add Notes to Demolition Notes: -Fire Sprinkler System: the contractor shall contact Carlsbad Fire Department prior to taking fire sprinkler system out of service, if system will be out of service ovemight. Relocation of fire sprinklers in existing space requires Carlsbad Fire Dept. approval. -All fire sprinkler work, including relocation of sprinklers shall be performed by a C-16 licensed fire protection contractor with approved plans. A1.3 Revise general note# 5 to read: the fire extinguisher for kitchen cooking appliances shall have a Class K' rating and be mounted vrithin 30 feet of cooking appliances. CFC 906 A2.1 Add Note: Fire extinguishers for kitchen prep area, dishwashing area, storage, patio and dining areas shall be rated at 2a-10bc. Maximum travel distance to extinguishers shall not exceed 75 feet. Fire extinguishers shall be mounted on wall in a visible and accessible location. Exact mounting location shall be determined by Carlsbad Fire Department. CFC 906 -Verify aisle width(s) between patio fumiture located directly adjacent to (south of) exit door 109A. Neither fumiture nor patrons shall interfere with ability of exit door to open to fuU required width. Also, the aisle width between exit door 109A when opened at 90 degrees and opposite side of patio shall provide minimum 3 feet of space to provide adequate exit width for patrons to exit to north end of patio. -Add Note: Posted sign for Maximum Occupant Load shall be of an approved legible permanent design. CBC 1004.3 -Denote location on plan 9inside restaurant of Maximum Occupancy sign. 1004.3 A2.2 Revise note #5 to read: Exit doors equipped with double cylinder deadbolts shall have a sign located inside, mounted on or above door that reads "This door to remain unlocked whenever building is occupied". 2010 CBC. A2.5 Add Note to Sprinkler System Notes: No work shall be performed on fire sprinkler system, unless performed by a C-16 licensed fire protection contractor. The fire sprinkler contractor shall contact Carlsbad Fire Department during normal business hours to notify them prior to taking fire sprinkler system out of service. If the sprinkler system will be out of service ovemight, a fire watch may be required by the fire dept. Relocation of any fire sprinklers in the existing space requires Carlsbad Fire Dept. approval. A2.7 -Imprint Carlsbad Policy 80-6 on to roof plan. -Provide a note that Intent B (Fireman Safely) will be maintained on previously approved roofs or provided on roofs of new buildings A3.1 Add note: Address numbers shall be minimum 6 inches in height, contrast in color to background and be mounted in a visible location as determined by Carlsbad Fire Department A7.4 Add note to fire extinguisher mount detail: Fire extinguishers shall be mounted in locations and at heights determined by fire department. In general, fire extinguishers may be mounted four inches minimum to bottom of extinguisher and five feet maximum to top of fire extinguisher when extinguishers weigh less than 40 pounds. H2.0 Remove this sheet from plan. Fire protection system plans with nozzle coverage and other details for cooking area fire protection are deferred submittal only Ml.O Add info to end of note # 9 to read: all fire alarm devices shall be deferred submittal and be approved by Carlsbad fire dept. prior to installation. Ml.O and M2.0 Clairify note #4 and note # 6 on sheet Ml.O; this note states a Type-II exhaust hood will be installed and connected. Sheet M2.0. states a Type-I exhaust hood will be installed. -ADD a new note on each sheet, Ml.O and M2.0, which indicates which type of Exhaust hood will be installed. M2.0 Remove notes #3 and # 4 -Add a New Note #3: a UL300 hood 85 duct extinguishing system shall be designed in accordance with CFC Sections 904.11, 609.1, 609.2 and 2002 NFPA 17A. UL 300 Hood 85 duct exhaust and extinguishing system plans including manufacturer's Installation 8B Service Manual. Deferred submittal shall include, but not be limited to: plans providing designed details and dimensions of appliances, hood 85 duct and extinguishing system in accordance with manufacturer's Installation 85 Service Manual. All installation work shall be performed by a C- 16 Ucensed fire protection contractor. The system shall be inspected, tested and approved by Carlsbad Fire Department prior to use. M3.1 Add: Deferred submittal required for Commercial hood and duct fire protection system. Manual pull station for cooking Eirea protection systems shaU be located within 30 feet of cooking appliances. Exact location shall be approved by Carlsbad Fire Dept. K3.1. MPl.O and Pl.l Add Notes to each sheet as follows: -All gas piping located in interior space or on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to Kitchen Cooking equipment and Gas Water heater. MPl.O Add note: Gas meter shall be identified with sign indicating address (of Noodles 85 Co.) that meter serves. CPC 1209.6.5 El.O -Add note: Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with minimum 90 minute battery backup where required. CBC 1006 -Add note: Exit signs shall be illuminated at all times and equipped with minimum 90 minute batteiy backup. CBC 1011.5.3 -Add note: Illuminated Exit signs wUl be provided with directional arrows as needed and wUl be visible from aU areas to indicate location of paths of exit travel and exit doors. - -Add note: the means of Egress shaU be iUuminated at aU times building space is served, in accordance with CA. Buildkig Code, Section 1006.1; 1006.2. and 1006.3. -Add Note: A photometric plan of all occupied areas, that demonstrates compliance with CBC 1006 wiU be provided upon request by the Carlsbad Fire Dept., Deputy Fire Marshal Greg Ryan (760) 602-4665 El.O -cont. -Denote type and adequacy of new or existing emergency and exit sign lighting on outdoor patio for exiting purposes. If applicable, Add note: patio dining area shall comply with CBC 1006.3, 1011.1 and 1011.2. Show required exit signs and emergency Ughting for patio on plans. Recommend Approval - RS Date: 10/29/13 Project: Noodles 574 C. Rodney McComas, R.C.E^ Calc. By: GSN Location: Carlsbad, CA Proj. No.: 13265 Client: Chipman Design Architecture carmei. Indiana ; • ' Table of Contents- Page Description 2 QuickReport 3-4 2x6 hood support 5-6 Existing 2x6 supporting AHU 7-8 Existing GLB supporting large hoods 9 Hood brace design 10 Unistrut PI 000 table fy^- --o^A CHARLES \<^H RODNEY \ <t: i McCOMAS \ ^ f NO.C051699 /Sl I C. Rodney McComas, R.C.E. 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 P: 317-580-0402 F: 317-582-0766 wvvw.mccomaseng.com RECEIVED CITY OF CARLSBAD BUILDING DIVISION Page 1 of 10 cm- zios- Date: 10/29/13 Calc. By: GSN Project: Noodles 574 Location: Carlsbad, CA C. Rodney McComas, R. QUICKREPORT ' '"'-^ Model Code: Occupancy Group: Exposure Category: Bldg. Classification: Code Standard: International Building Code 2009 Model Code: Occupancy Group: Exposure Category: Bldg. Classification: Code Standard: B:Business Model Code: Occupancy Group: Exposure Category: Bldg. Classification: Code Standard: C:Open terrain Model Code: Occupancy Group: Exposure Category: Bldg. Classification: Code Standard: 2:Buildings and other structures. Model Code: Occupancy Group: Exposure Category: Bldg. Classification: Code Standard: ASCE 7-05 Roof Loads Location Dead(l) Dead Live Snow DL+LL DL+SL Existing Flat Roof 11.0 psf 15.0 psf 20.0 psf 0.0 psf 35.0 psf 15.0 psf Floor Loads Location Dead(l) Dead Live Partition Total LL DL+LL Ground Snow Load, Pg: Min. Flat Roof Snow Load, Pf: Balanced Snow Load, Ps: 0.0 psf 0.0 psf 0.0 psf Importance Factor: 1.00 Ground Snow Load, Pg: Min. Flat Roof Snow Load, Pf: Balanced Snow Load, Ps: 0.0 psf 0.0 psf 0.0 psf Wind Loads Structure Type: Buildings Basic Wind Speed: 85 mph Enclosure Classification: Enclosed Importance Factor: 1.00 Structure Type: Buildings Basic Wind Speed: 85 mph Enclosure Classification: Enclosed Mean Roof Height: 75.00 ft Structure Type: Buildings Basic Wind Speed: 85 mph Enclosure Classification: Enclosed Roof Angle (Theta): 1.19 deg Design Roof Type: Gable Combined Pressures @ M ean Roof Height Parapet Normal To Pressure Windward Leeward 203 ft. Face 21.2 psf 21.6 psf -14.4 psf 65 ft. Face 17.0 psf 21.6 psf -14.4 psf Seismic Loads Base Shear: 12.21% W Importance Factor 1 Response Mod., R: 6.5 Site Class D Overstrength, Do; 3.0 0.20 Sec, Ss 1.140 Defl. Ampl. Factor, Cd: 4.0 1 Sec, S1 0.431 Long Term Trans. TL: 8 Sds 0.793 Uve Load Factor: 1.0 Sd1 0.451 Ct: 0.020 SDC D Building System: SFRS: Structure Type: Building Height: Bearing Wall System Building System: SFRS: Structure Type: Building Height: A. 13 Light-framed walls sheathed with wood panels rated for shear resistance Building System: SFRS: Structure Type: Building Height: All Other Structures Building System: SFRS: Structure Type: Building Height: 65 Wall Loads Location Dead Location Dead Page 2 of 10 10/29/2013 C. Rodney McComas, PE 1717 E. 116th Street, Suite 200 CarmeUN 46032 317.580.0402 Project Title; Engineer: Project Descr: Noodles 574 GSN • Carlsbad, CA ProjectlD: 13265 Printed: 25 OCT 2013,10:00AM Wood Beam File - o:\132S5 Noodles 574 Carlsbad CA\Englneerins\Enercalc\1326S.ec6 b ENERCALC. INC. 1983-2013. Bulld:6.13.8.31,Ver6.13.8.31 | 1 Lie. # : KW-06002558 Licensee : mccomas engineering Description: 2x5 Hood Support CODEREFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Load Combination ASCE 7-05 Wood Species Wood Grade Beam Bracing Douglas Flr - Larch No.1 & Better Beam is Fully Braced against lateral-torsion buckling D(0.375) Fb-Tension 1200 psi E: Modulus of Elasticity Fb-Compr 1200 psi Ebend- xx 1800 ksi Fc-Prll 1550 psi Eminbend - xx 660 ksi Fc-Perp 625 psi Fv 180 psi Ft 800 psi Density 32.21 pcf 2x6 Repetitive Member Stress increase Span = 8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load: D = 0.3750 k @ 4.0 ft, (Hood) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb: Actual = FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.676 1 2x6 1,213.51psi 1,794.00 psi DOnly 4.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.190 in Ratio = 0.000 in Ratio = O<360 0 <360 504 0 <160 Design OK 0.196 : 1 2x6 35.29 psi 180.00 psi DOnly 7.562 ft Span # 1 Maxiinum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C fN Ci Cr Cm Ct CL M fb Fb V fv Fv DOnly 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+L+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+Lr+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+S+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+0.750Lr+0.750L+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+0.750L+0.750S+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Page 3 of 10 C. Rodney McComas, PE 1717 E. 116th Street, Suite 200 Carmei.lN 46032 317.580.0402 Project Title: Engineer: Project Descr: Noodles 574 • GSN Carlsbad, CA ProjectlD: 13265 Printed: 25 OCT 2013.10:00AM File = o:\1326S Noodles 574 Car1st>ad CA\Englneerlng\Enercalc\1326S.ec6 b ENERCALC, INC. 1983-2013, BuiM:6.13.8.31,Ven6.13.8.31 | Licensee : mccomas engineering Wood Beam Lie. # : KW-06002558 Description : 2x6 Hood Support Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN Ci Cr Cm Ct CL M fb Fb V fv F'v Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.576 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+0.70E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+0.750Lr+0.750L+0.750W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+0.750L+0.750S+0.750W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+0.750Lr+0.750L+0.5250E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +D+0.750L+0.750S+0.5250E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.676 0.196 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.76 1,213.51 1794.00 0.19 35.29 180.00 +0.60D+W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.406 0.118 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.46 728.10 1794.00 0.12 21.17 180.00 +0.60D+0.70E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.406 0.118 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.46 728.10 1794.00 0.12 21.17 180.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max."-" Defl Location In Span Load Combination Max."+" Defl Location in Span D Only 1 Vertical Reactions - Unfactored 0.1902 4.029 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Suppoil 2 Overall MAXimum DOnly 0.195 0.195 0.195 0.195 Page 4 of 10 C. Rodney McComas, PE 1717 E. 116th Street, Suite 200 CarmeUN 46032 317.580.0402 Project Title: Engineer: Project Descr: Noodles 574 GSN - Carisbad, CA ProjectlD: 13265 Printed: 29 OCT 2013, 1:47PM Wood Beam File = o:\1326SNoodles574CarlsbadCA\Englneering\Enercalc\1326S.ec6 b ENERCALC, INC. 1983-2013, Bulld:6.13.8.31, Ver6.13.8.31 | 1 Lie. # : KW-06002558 Licensee : nriccomas engmeering Description : Existing 2x6 Supporting AHU COO£R£F£R£A/C£S Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: ASCE 7-05 Material Properties Analysis Method: Allow/able Stress Design Load Combination ASCE 7-05 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral-torsion buckling : Douglas Fir - Larcti : No.1 & Better 1,200.0 psi 1,200.Opsi 1,550.0 psi 625.0 psi 180.0 psi 800.0 psi L(0.048) Dto.03) Lrt0.04) £: Modulus of Elasticity Ebend- xx Eminbend • xx 1,800.0ksi 660.0 ksi Density 32.210pcf Repetitive Member Stress Increase 2x6 Span = 8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.0150, Lr = 0.020 ksf. Tributary Width = 2.0 ft, (Roof) Uniform Load; L = 0.0480 k/ft. Extent = 1.20 ~» 4.20 ft. Tributary Width = 1.0 ft, (AHU) DESiGN SUMMARY 0.57a 1 2x6 1,022.22psi 1,794.00psi +D+0750Lr+0.750L+H 3.708ft Span # 1 Maximum Bending Stress Ratio Section used for this span fb; Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.157 in 0.000 in 0.236 in 0.000 in Ratio = Ratio = Ratio = Ratio = 611 0 <360 406 0 <180 Design OK 0.295 : 1 2x6 53.06 psi 180.00 psi +D+0.750Lr+0.750L+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span# Max Stress Ratios Cd C fN Ci Cr Cm Cf Moment Values Shear Values Load Combination Segment Length Span# M V Cd C fN Ci Cr Cm Cf CL M fb F'b V fv F'v DOnly 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.225 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.25 404.25 1794.00 0.11 20.62 180.00 +D+L+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.405 0.211 1.00 1.30 1,00 1.15 1.00 1.00 1.00 0.46 726.31 1794.00 0.21 37.97 180.00 +D+Lr+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.508 0.259 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.57 912.02 1794.00 0.26 46.53 180.00 +D+S+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.226 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.25 404.25 1794.00 0.11 20.62 180.00 +D+0.750Lr+0.750L+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.570 0.295 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,022.22 1794.00 0.29 53.06 180.00 Page 5 of 10 C. Rodney McComas, PE 1717 E 116th Street, Suite 200 CarmeUN 46032 317.580.0402 Project Title: Engineer: Project Descr: Noodles 574 - Carlsbad, CA GSN ProjectlD: 13265 Printed: 29 OCT 2013, 1:47PM : o:\13265 Noodles 574 Carlsbad CA\Englneerlng\Ene(calc\13265.ec6 k ENERCALC, INC. 1983-2013,8ulkl:6.13.8.31, Ver.6.13.8.31 I Licensee : mccomas engineering Wood Beam Lie. #: KW-06002558 Description : Existing 2x6 Supporting AHU Flle Load Combination Segment Length Span# Max Stress Ratios Cd Cp/V Ci Cr Cm Ct Moment Values Shear Values Load Combination Segment Length Span# M V Cd Cp/V Ci Cr Cm Ct CL M fo F'b V fv F'v +D+0.750L+0.750S+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.359 0.187 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.41 644.46 1794.00 0.18 33.63 180.00 +D+W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.225 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.25 404.25 1794.00 0.11 20.62 180.00 +D+0.70E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.225 0.115 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.25 404.25 1794.00 0.11 20.62 180.00 +D+0.750Lr+0.750L+0.750W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.570 0.295 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,022.22 1794.00 0.29 53.06 180.00 +D+0.750L+0.750S+0.750W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.359 0,187 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.41 644.46 1794.00 0.18 33.63 180.00 +D+0.750Lr+0.750L+0.5250E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.570 0.295 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.64 1,022.22 1794.00 0.29 53.06 180.00 +D+0.750L+0.750S+0.5250E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.359 0.187 1.00 1.30 1.00 1.15 1.00 1,00 1.00 0.41 644.46 1794.00 0.18 33.63 180.00 +0.60D+W+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.135 0.069 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 242.55 1794.00 0.07 12.37 180.00 +0.60D+0.70E+H 1.30 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.135 0.069 1.00 1.30 1.00 1.15 1.00 1.00 1.00 0.15 242.55 1794.00 0.07 12.37 180.00 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max."-" Defl Location in Span Load Combination Max."+" Defl Location in Span D+L+Lr Vertical Reactions • Unfactored 0.2359 3.942 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall MAXimum 0.383 0.336 DOnly 0.127 0.127 LOnly 0.095 0.049 Lr Only 0.160 0.160 L+Lr 0.255 0.209 D+Lr 0.287 0.287 D+L 0.223 0.176 D+L+Lr 0.383 0.336 Page 6 of 10 C. Rodney McComas, PE 1717 El 16th Street, Suite 200 CarmeUN 46032 317.580.0402 Project Title: Engineer: Project Descr: Noodles 574 - Carlsbad, CA GSN ProjectlD: 13265 Printed: 29 OCT 2013, 1:50PM Wood Beam File X o:\13265 Noodles 574 Cari^tad CA\Engbieerlng\Enen»lc\1326S.ec6 b ENg«iiljGtlffej^»2013;.iiM^ 1 1 Lie. # : KW-06002558 Licensee : mccomas engineering Description : Existing GLB supporting large hoods COD£/?£F£R£WC£S Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 Load Combination Set: ASCE 7-05 IVIaterial Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-05 Wood Species Wood Grade Beam Bracing Fb-Tension 2,400.0 psi Fb-Compr 1,850.0 psi Fc-Prll 1,650.0 psi DF/DF Fc-Perp 650.0 psi 24F-V4 265.0 psi Ft 1,100.0 psi Beam is Fully Braced against lateral-torsion buckling E: Modulus of Elasticity Ebend-XX 1,800.0ksi Eminbend - xx Ebend-yy Eminbend - yy Density 930.0ksi 1,600.0ksi 830.0ksi 32.21 Opcf D(0.5) D(d.^2) Lr(0.16) * t t y 3.125x22.5 Span = 31.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.0150, Lr = 0.020 ksf, Tributary Width = 8.0 ft, (Roof) Point Load : D = 0.50 k @ 6.50 ft, (Hood) Point Load: D = 0.50 k @ 13.0 ft, (Hood) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.835 1 Section used for this span 3.125x22.5 fb: Actual = 1,898.56psi FB: Allowable = 2,273.98psi Load Combination +D+Lr+H Location of maximum on span = 14.715ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.668 in 0.000 in 1.398 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 566 Ratio = 0 <360 Ratio = 270 Ratio = 0 <180 Design OK 0.387 : 1 3.125x22.5 102.49 psi 265.00 psi +D+Lr+H 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span# Max Stress Ratios Cd C fN Ci Cr Cm Cf Moment Values Shear Values Load Combination Segment Length Span# M V Cd C fN Ci Cr Cm Cf CL M ft) F'b V fv F'v DOnly 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1.00 0.95 1.00 1.00 1.00 1.00 1.00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +D+L+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1.00 0.95 1.00 1.00 1.00 1.00 1.00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +D+Lr+H 0.95 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.835 0.387 1.00 0.95 1.00 1.00 1.00 1.00 1.00 41.72 1,898.56 2273.98 4.80 102.49 265.00 +D+S+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1,00 0.95 1.00 1.00 1.00 1.00 1,00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +D+0.750Lr+0.750L+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Page 7 of 10 C. Rodney McComas, PE 1717 E. 116th Street, Suite 200 CarmeUN 46032 317.580.0402 Project Title: Engineer: Project Descr: Noodles 574 - Carlsbad, GA GSN ProjectlD: 13265 Printed: 29 OCT 2013, 1:60PM : o:\1326S Noodles574 Cartst>adCA\Englneerlng\Enef«alc\1326S.ec6 b ENEWPLC, INC, ISaa-ao^, BMlld:6.13.8.31, Ver6.13.8.31 | Licensee : mccomas engmeering Wood Beam Lie. # : KW-06002558 Ble Description : Existing GLB supporting large hoods Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C F/V Ci Cr Cm Ct CL M ft) F'b V fv F'v Length = 31.50 ft 1 0.736 0.342 1.00 0.95 1.00 1.00 1.00 1.00 1.00 36.78 1,673.91 2273.98 4.25 90.62 265.00 +D+0.750L+0.750S+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1.00 0.95 1.00 1.00 1.00 1.00 1.00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +D+W+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1.00 0.95 1.00 1.00 1.00 1.00 1.00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +D+0.70E+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1.00 0.95 1.00 1.00 1.00 1.00 1.00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +D+0.750Lr+0.750L+0.750W+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.736 0.342 1.00 0.95 1.00 1.00 1.00 1.00 1.00 36.78 1,673.91 2273.98 4.25 90.62 265.00 +D+0,750L+0.750S+0.750W+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1.00 0.95 1.00 1.00 1.00 1.00 1.00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +D+0,750Lr+0.750L+0.5250E+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.736 0.342 1.00 0.95 1.00 1.00 1,00 1.00 1.00 36.78 1,673.91 2273.98 4.25 90.62 265.00 +D+0.750L+0.750S+0.5250E+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.442 0.208 1.00 0.95 1.00 1.00 1.00 1.00 1.00 22.06 1,004.08 2273.98 2.58 55.01 265.00 +0.60D+W+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.265 0.125 1.00 0.95 1.00 1.00 1.00 1.00 1.00 13.24 602.45 2273.98 1.55 33.01 265.00 +0.60D+0.70E+H 0.95 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 31.50 ft 1 0.265 0.125 1.00 0.95 1.00 1.00 1.00 1.00 1.00 13.24 602.45 2273.98 1.55 33.01 265.00 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max."-" Defl Location in Span Load Combination Max."+" Defl Location In Span D+Lr Vertical Reactions - Unfactored 1 1.3977 15.635 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Load Combination Support 1 Support 2 Overall M/\Ximum DOnly LrOnly D+Lr 5.348 2.828 2.520 5.348 4.967 2.447 2.520 4.967 Page 8 of 10 Date: 10/28/2013 Project: Calc. By: GSN Location: Proj. No.: 13265 Client: Noodles 574 Carlsbad CA Ctiipman Design Arctiitecture C. Rodney McComas, R.C. Carmel, Indiana Seismic Brace Design HoodWt: 916 1b Per Table 13.5-1 Low Deformability materials and attactiments Quantity of tiood: 2 Quantity of braces: 2 F: F: 1.587 xWp 1454 Ib 1454 Ib N-S Dir E-W Dir Bottom of Roof: Top of Hood: Vert heigtit of brace: Horiz angle (0): Brace Length (L): F brace: P allow: 15.00 ft+/- 9.17 ft+/- 5.83 ft +/- 50 DEG 7.7 ft +/- 2262 Ib 1727 Ib 0.872664 rad Use braces per location 13265 Seismic Brace Check.xlsx 10/29/2013 Page 9 ot 10 Page 1 of 1 UNISTRUr Unistrut* [US{ Home PRODUCTS About Us Literature Resouroas / Links Contact Us Prraeds CAO Library Dfiivnioad CAO Da'a Product Line Overview 1-5/8" Metal Framing 1-1/4" Metai Framing 13/16" Metal Framing Fiberglass Framing Tetestrut Tubing Prime Angle United Interlock® Grating Roof walk Seismic Support Unipier® Supports Commercia! Price Books OTHER PRODUCTS ^ JOIN E-NOTICE • REP CENTRAL )»• PRJVACYPCMJCY • ATKORE WEBSITE P- - P1000 - PI 000 -1 -5/8" X1 -5/8", 12 Gage Channel, Solid Eiements of Section - P10OO Area or Section 0.555 in^ (3.6 cm2) Axis 1-1 Axis 2-2 Moment of Inertia (1) 0.185 in" (7.7 cm*) 0.236 in" (9.6 cm") Section Modulus (S) 0.202 in' (3.3 enf) 0.290 in' (4.8 cnn?) Radius of Gyration (r) 0.577 in (1.5 cm) 0.651 in (1.7 cm) Cofumri Loading • P1000 Allowable Max Column Load Unbraced Load at Applied atC.G. Height Slot Face K=0.65 K=0.80 K=1.0 K=1.2 (in) (lbs) (Ibs) (Ibs) (Ibs) (Ibs) 24 3.550 10,740 9,890 8,770 7,740 36 3.190 8,910 7,740 6,390 5,310 48 2,770 7,260 6,010 4,690 3,800 60 2,380 5,910 4,690 3,630 2,960 72 2,080 4,840 3,800 2,960 2,400 84 1,860 4,040 3,200 2,480 1,980 96 1.670 3,480 2,760 2,110 1,660 108 1,510 3,050 2,400 1,810 * 120 1.380 2,700 2,110 * • 144 1,150 2,180 1,660 * • •KUr > 200 Beam Loading - P1000 Span (in) Max Allowable Uniform Load (lbs) Defl at Uniform load (in) Uniform Loading at Deflection Lateral Bracing Reduction Factor Span (in) Max Allowable Uniform Load (lbs) Defl at Uniform load (in) Span /180 (lbs) Span I2A0 (lbs) Span /360 (lbs) Lateral Bracing Reduction Factor 24 1,690 0.06 1,690 1,690 1,690 1.00 36 1,130 0.13 1,130 1,130 900 0.94 48 860 0.22 850 760 500 0.88 60 880 0.35 650 480 320 0.82 72 560 0.50 450 340 220 0.78 84 480 0.68 330 250 160 0.75 96 420 0.89 250 190 130 0.71 108 380 1.14 200 150 100 0.69 120 340 1.40 160 120 80 0.66 144 280 2.00 110 80 60 0.61 168 240 2.72 80 60 40 0.55 192 210 3.55 60 50 -0.51 216 190 4.58 50 40 -0.47 240 170 5.62 40 --0.44 Notes: 1. Above loads include the weightof the member. This weight must be deducted to arrive at the net allowable load the beam will support. 2. Long span beams should be supported so as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concer\trated at the center of the span, multiply load from the table byO.5 and corresponding deflection byO.8. 4. The lateral bracing factor should be nnultiplied bythe load to determine the load retained based on the distance between lateral braces. Bearing Load on Channel: Max Load 3.500 Lbs 1,588 Kg Graphic 2: 1^" Graptiic 2: 41 Vf* ^ .915" 4 1 710" 10* -10 7.1 1—p |:|'r "T: 4] ..1 4- -. 23 i 18 Channel Selection Chart - Related Channel Nuts - Additional Specifications PartNo. Finish Length Weight Box Qty. PI 000 SB 20 189.00 1000 PI 000 GR 10 189.00 500 PI 000 e§ 20 189.00 1000 PI 000 PG 10 189.00 500 PI 000 HG 10 201.40 500 PI 000 HG 20 201.40 1000 PI 000 ZD 20 189.00 1000 PI 000 ZD 10 189.00 500 PI 000 a 20 189.00 1000 PI 000 PL 10 189.00 500 PI 000 Eft 20 73.30 1000 PI 000 EA 10 73.30 500 PI 000 SS 10 189.00 500 PI 000 ss 20 189.00 1000 PI 000 SI 20 189.00 1000 PI 000 ST 10 189.00 500 Page 10 of 10 ©2013 Atkore Intemational, Inc. All Rights Reserved Date: 11/21/13 Project: Noodles 574 Calc. By: GSN Location: Carlsbad, CA Proj. No.: 13265 Client: Chipman Design Architecture C. Rodney McComas, R Carmel, Indiana Table of Contents Supplemental Calculations Additional calculation to be included as part of the original submittal dated 10/28/2013. Page Description 2 Water Heater anchorage CHARLES \/^\ i^f ROIDNEY \<^\ •z. ~ J McCOMAS let \ NO.C051699/5' CIVIL ..••••••V/ •n C. Rodney McComas, R.C.E. 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 P: 317-580-0402 F: 317-582-0766 www.mccomaseng.com Page 1 of 2 Date: 11/21/2013 Project: Calc. By: GSN Location: Proj. No.: 13265 Client: Noodles 574 Carlsbad CA Chipman Design Architecture C. Rodney McComas, R.C.E Carmel, Indiana Seismic Brace Design HoodWt: 916 1b Per Table 13.5-1 Low Deformability materials and attachments Quantity of hood: 2 Quantity of braces: 2 F: F: 1.587 x Wp 1454 Ib 1454 Ib N-S Dir E-W Dir Bottom of Roof: Top of Hood Vert height of brace Horiz angle (0 Brace Length (L) F brace P allow 15.00 ft+/- 9.17 ft+/- 5.83 ft +/- 50 DEG 7.7 ft +/- 2262 Ib 1727 Ib 0.872664 rad Use braces per location Water Heater Fastener Design Refer to Arch and Mech details. Water heater capacity: 100 gal Water Density: 62.4 Ib/cu. Ft. IVlax. Water Weight: 834 Ibs Tank Weight: 100 lbs IVlax W: 934 Ibs F: 1.587 X W F: 1,483 Ibs Fastener: Length: Interior sheathing thickness: IVIin. Embed length: Quantity of fasteners: 1/4 dia. Lag screw 3 in 5/8 in 2 1/8 in 4 Total Capacity 1913 Ibs Wood Material: DF/L #2 or better G: 0.5 Withdraw value: 225 lb/in embed Capacity: 478 Ibs per lag screw Total Capacity: 1913 Ibs Seismic Force 1483 Ibs OK 13265 Seismic Brace Check.xlsx 11/21/2013 Page 2 of 2 Page 1 of 1 I'age 1 or ^ CORRECTION LIST BLDG. DEPT CX>PY Daryl K. James & Associates, Inc. Checked by: ROBERT SCOTT Date: November 6. 2013 APPLICANT: Melissa Mcplierson JURiSDiCTiON: Carlsbad Fire Department PROJECT NAiVIE: Noodies and Co. PROJECT ADDRESS: 2521 Paiomar Airport Rd PROJECT DESCRIPTION: CBI 3-2708, 2838 Oi Tl of existing space for new restaurant with 39901 patio. This space is equipped with an existing fire sprinkler system. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS FOR EXPEDITED PLAN REViEW SERVICE • CORRECTIONS OR IMODiFiCATIONS TO THE PLANS MUST BE CLOUDED AND PROVIDED WiTH NUiWBERED DELTAS AND REVISION DATES ALONG WiTH A DESCRIPTIVE NARRATIVE OF CORRECTIONS ADDRESSING ALL COMMENTS. PLEASE BE SURE TO PUT FIRE REVISIONS ON THE BUILDING DEPT. PLAN CHECK SET. • PLEASE DIRECT ANY QUESTIONS REGARDING THIS REVIEW TO: ROBERT SCOTT 760-331-7907 OR FYRWISE07@GMAIL.COM - CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (ESGIL) - ONE COMPLETE PLAN CHECK SET (initial or revised) MUST BE DELIVERED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: ROBERT SCOTT 4906 CHAUCER AVE SAN DIEGO, CA. 92120 COMIVIENTS -Additional comments made siiall be generated by response on revised set and clouded. Gl.l Add the following new list of Deferred Submittal items: -Fire Sprinkler System - 2010 CFC 903 and 2010 NFPA 13 -Fire Alarm System - 2010 CFC 907.2.2 and 2010 NFPA 72 -Commercial Hood 86 Duct System - 2010 CFC Section 904 and NFPA 17A. fagez 013 Gl.l-cont. Add Notes below to General Note section: -Note-1: UL300 hood 8E duct extinguishing system shall be designed in accordance with CFC Sections 904.11, 609.1, 609.2 and 2002 NFPA 17A. UL 300 Hood 86 duct exhaust and extinguishing system plans including manufacturer's Installation 86 Service Manual. Deferred submittal to include, but not be limited to plans providing designed details and dimensions of appliances, hood 85 duct and extinguishing system in accordance with manufacturer's Installation 85 Service Manual. All work shall be performed by a C-16 licensed fire protection contractor. -Note-2: Fire Alarm System (Interconnection of Hood Suppression System) Fire alarm system plans shall be submitted to Carlsbad fire department for approval prior to any work being conducted. Location of fire alarm pginel, operation and sequence of fire alarm devices and hood suppression system shall comply with Carlsbad Fire Department Requirements, 2010 CFC 907 and 2010 NFPA 72 G1.2 - Identify use of room (storage or?) that is adjacent to exit door 109A in patio area. The room is labeled on plan as #110; it does not appear this enclosed room will be used as Idtchen prep'. -Denote path of travel from patio area to public way. -Denote width of proposed aisle space between tables/chairs on patio dining area, leading to exit at public walkway by Public Exit #1. CBC 1003.6 -Add Note: Exiting from patio dining (and interior dining into patio area) shall comply with CBC 1015.2.1 Dl.l Add Notes to Demolition Notes: -Fire Sprinkler System: the contractor shall contact Carlsbad Fire Department prior to taking fire sprinkler system out of service, if system wiU be out of service ovemight. Relocation of fire sprinklers in existing space requires Carlsbad Fire Dept. approval. -All fire sprinkler work, including relocation of sprinklers shall be performed by a C-16 licensed fire protection contractor with approved plans. A1.3 Revise general note# 5 to read: the fire extinguisher for kitchen cooking appliances shall have a Class K' rating and be mounted within 30 feet of cooking appliances. CFC 906 A2.1 Add Note: Fire extinguishers for kitchen prep area, dishwashing area, storage, patio and dining areas shall be rated at 2a-10bc. Maximum travel distance to extinguishers shall not exceed 75 feet. Fire extinguishers shall be mounted on wall in a visible and accessible location. Exact mounting location shall be determined by Carlsbad Fire Department. CFC 906 I'age J 015 A2.1 -cont. -Verify aisle width(s) between patio furniture located directly adjacent to (south of) exit door 109A. Neither fumiture nor patrons shaH interfere with ability of exit door to open to full required width. Also, the aisle v^ddth between exit door 109A when opened at 90 degrees and opposite side of patio shsill provide minimum 3 feet of space to provide adequate exit width for patrons to exit to north end of patio. -Add Note: Posted sign for Maximum Occupant Load shall be of an approved legible permanent design. CBC 1004.3 -Denote location on plan 9inside restaurant of Maximum Occupancy sign. 1004.3 A2.2 Revise note #5 to read: Exit doors equipped with double cylinder deadbolts shall have a sign located inside, mounted on or above door that reads "This door to remain unlocked whenever building is occupied". 2010 CBC. A2.5 Add Note to Sprinkler System Notes: No work shall be performed on fire sprinkler system, unless performed by a C-16 licensed fire protection contractor. The fire sprinkler contractor shall contact Carlsbad Fire Department during normal business hours to notify them prior to taking fire sprinkler system out of service. If the sprinkler system wUl be out of service ovemight, a fire watch may be required by the fire dept. Relocation of any fire sprinklers in the existing space requires Carlsbad Fire Dept. approval. A2.7 -Imprint Carlsbad Policy 80-6 on to roof plan. -Provide a note that Intent B (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings A3.1 Add note: Address numbers shall be minimum 6 inches in height, contrast in color to background and be mounted in a visible location as determined by Carlsbad Fire Department A7.4 Add note to fire extinguisher mount detail: Fire extinguishers shall be mounted in locations and at heights determined by fire department. In general, fire extinguishers may be mounted four inches minimum to bottom of extinguisher and five feet maximum to top of fire extinguisher when extinguishers weigh less than 40 pounds. H2.0 Remove this sheet from plan. Fire protection system plans with nozzle coverage and other details for cooking area fire protection are deferred submittal only. Ml.O Add info to end of note # 9 to read: all fire alarm devices shall be deferred submittal and be approved by Carlsbad fire dept. prior to installation. rage 4 or 3 Ml.O and M2.0 Clarify note #4 and note # 6 on sheet Ml.O; this note states a Type-II exhaust hood will be installed and connected. Sheet M2.0. states a Tjrpe-I exhaust hood will be installed. -ADD a new note on each sheet, Ml.O and M2.0, which indicates which type of Exhaust hood will be installed. M2.0 Remove notes #3 and # 4 -Add a New Note #3: a UL300 hood 86 duct extinguishing system shall be designed in accordance with CFC Sections 904.11, 609.1, 609.2 and 2002 NFPA 17A. UL 300 Hood 85 duct exhaust and extinguishing system plans including manufacturer's Installation 85 Service Manual. Deferred submittal shall include, but not be limited to: plans providing designed details and dimensions of appliances, hood 86 duct and extinguishing system in accordance with manufacturer's Installation 85 Service Manual. All installation work shall be performed by a C-16 licensed fire protection contractor. The system shall be inspected, tested and approved by Carlsbad Fire Department prior to use. M3.1 Add: Deferred submittal required for Commercial hood and duct fire protection system. Manual puU station for cooking area protection systems shall be located within 30 feet of cooking appliances. Exact location shall be approved by Carlsbad Fire Dept. K3.1« MPl.O and Pl.l Add Notes to each sheet as follows: -All gas piping located in interior space or on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to Kitchen Cooking equipment and Gas Water heater. MPl.O Add note: Gas meter shall be identified with sign indicating address (of Noodles 85 Co.) that meter serves. CPC 1209.6.5 El.O -Add note: Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with minimum 90 minute battery backup where required. CBC 1006 -Add note: Exit signs shall be illuminated at all times and equipped with minimum 90 minute battery backup. CBC 1011.5.3 -Add note: Illuminated Exit signs will be provided with directional arrows as needed and wiU be visible from all areas to indicate location of paths of exit travel and exit doors. - -Add note: the means of Egress shall be illuminated at all times building space is served, in accordance with CA. Building Code, Section 1006.1; 1006.2. and 1006.3. -Add Note: A photometric plan of all occupied areas, that demonstrates compliance with CBC 1006 will be provided upon request by liie Carlsbad Fire Dept., Deputy Fire Marshal Greg Ryan (760) 602-4665 I'age 3 or 3 El.O -cont. -Denote type and adequacy of new or existing emergency and exit sign lighting on outdoor patio for exiting purposes. If applicable, Add note: patio dining area shall comply with CBC 1006.3, 1011.1 and 1011.2. Show required exit signs and emergency lighting for patio on plans. i'age 1 or 3 CORRECTiON LIST BLDG. DEPT COPY Daryl K. James & Associates, Inc. 1 Checked by: ROBERT SCOTT Date: November 12, 2013 APPLICANT: Melissa Mcpherson PROJECT NAME: Noodles and Co. JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2521 Palomar Airport Rd PROJECT DESCRIPTION: CB13-2708, 2838 (5 Tl of existing space for new restaurant with 39915 patio. This space is equipped with an existing fire sprinkler system. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. NSTRUCTIONS FOR EXPEDITED PLAN REVIEW SERVICE CORRECTIONS OR MODIFICATIONS TO THE PLANS MUST BE CLOUDED AND PROVIDED WITH NUMBERED DELTAS AND REVISION DATES ALONG WITH A DESCRIPTIVE NARRATIVE OF CORRECTIONS ADDRESSING ALL COMMENTS. PLEASE BE SURE TO PUT FIRE REVISIONS ON THE BUILDING DEPT. PLAN CHECK SET. PLEASE DIRECT ANY QUESTIONS REGARDING THIS REVIEW TO: ROBERT SCOTT 760-331-7907 OR FYRWISE07@GMAIL.COM CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (ESGIL) ONE COMPLETE PLAN CHECK SET (initial or revised) MUST BE DELIVERED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: ROBERT SCOTT 4906 CHAUCER AVE SAN DIEGO, CA. 92120 COMMENTS -Additional comments made shall be generated by response on revised set and clouded. Gl.l Add the following new list of Deferred Submittal items: -Fire Sprinkler System - 2010 CFC 903 and 2010 NFPA 13 -Fire Alarm System - 2010 CFC 907.2.2 and 2010 NFPA 72 -Commercial Hood 86 Duct System - 2010 CFC Section 904 and NFPA 17A. i'age z or 3 Gl.l-cent. Add Notes below to General Note section: -Note-1: UL300 hood 85 duct extinguishing system shall be designed in accordance with CFC Sections 904.11, 609.1, 609.2 and 2002 NFPA 17A. UL 300 Hood 85 duct exhaust and extinguishing system plans including manufacturer's Installation 86 Service Manual. Deferred submittal to include, but not be limited to plans providing designed details and dimensions of appliances, hood 86 duct and extinguishing system in accordance with manufacturer's Installation 85 Service Manual. All work shall be performed by a C-16 licensed fire protection contractor. -Note-2: Fire Alarm System (Interconnection of Hood Suppression System) Fire alarm system plans shall be submitted to Carlsbad fire department for approval prior to any work being conducted. Location of fire alarm panel, operation and sequence of fire alarm devices and hood suppression system shall comply with Carlsbad Fire Department Requirements, 2010 CFC 907 and 2010 NFPA 72 G1.2 - Identify use of room (storage or?) that is adjacent to exit door 109A in patio area. The room is labeled on plan as #110; it does not appear this enclosed room will be used as 'kitchen prep'. -Denote path of travel from patio area to public way. -Denote width of proposed aisle space between tables/chairs on patio dining area, leading to exit at public walkway by Public Exit #1. CBC 1003.6 -Add Note: Exiting from patio dining (and interior dining into patio area) shall comply with CBC 1015.2.1 Dl.l Add Notes to Demolition Notes: -Fire Sprinkler System: the contractor shall contact Carlsbad Fire Department prior to taking fire sprinkler system out of service, if system will be out of service ovemight. Relocation of fire sprinklers in existing space requires Carlsbad Fire Dept. approval. -All fire sprinkler work, including relocation of sprinklers shall be performed by a C-16 licensed fire protection contractor with approved plans. A1.3 Revise general note# 5 to read: the fire extinguisher for kitchen cooking appliances shall have a Class K' rating and be mounted within 30 feet of cooking appliances. CFC 906 A2.1 Add Note: Fire extinguishers for kitchen prep area, dishwashing area, storage, patio and dining areas shall be rated at 2a-10bc. Maximum travel distance to extinguishers shall not exceed 75 feet. Fire extinguishers shall be mounted on wall in a visible and accessible location. Exact mounting location shall be determined by Carlsbad Fire Department. CFC 906 i'age 3 or 3 A2.1 -cont. -Verify aisle width(s) between patio fumiture located directly adjacent to (south of) exit door 109A. Neither fumiture nor patrons shall interfere with ability of exit door to open to full required width. Also, the aisle width between exit door 109A when opened at 90 degrees and opposite side of patio shall provide minimum 3 feet of space to provide adequate exit width for patrons to exit to north end of patio. -Add Note: Posted sign for Maximum Occupant Load shall be of an approved legible permanent design. CBC 1004.3 -Denote location on plan 9inside restaurant of Maximum Occupancy sign. 1004.3 A2.2 Revise note #5 to read: Exit doors equipped with double cylinder deadbolts shall have a sign located inside, mounted on or above door that reads "This door to remain unlocked whenever building is occupied". 2010 CBC. A2.5 Add Note to Sprinkler System Notes: No work shall be performed on fire sprinkler system, unless performed by a C-16 licensed fire protection contractor. The fire sprinkler contractor shall contact Carlsbad Fire Department during normal business hours to notify them prior to taking fire sprinkler system out of service. If the sprinkler system will be out of service ovemight, a fire watch may be required by the fire dept. Relocation of any fire sprinklers in the existing space requires Carlsbad Fire Dept. approval. A2.7 -Imprint Carlsbad Policy 80-6 on to roof plan. -Provide a note that Intent B (Fireman Safely) will be maintained on previously approved roofs or provided on roofs of new buildings A3.1 Add note: Address numbers shall be minimum 6 inches in height, contrast in color to background and be mounted in a visible location as determined by Carlsbad Fire Department A7.4 Add note to fire extinguisher mount detail: Fire extinguishers shall be mounted in locations and at heights determined by fire department. In general, fire extinguishers may be mounted four inches minimum to bottom of extinguisher and five feet maximum to top of fire extinguisher when extinguishers weigh less than 40 pounds. H2.0 Remove this sheet from plan. Fire protection system plans with nozzle coverage and other details for cooking area fire protection are deferred submittal only. Ml.O Add info to end of note # 9 to read: all fire alarm devices shall be deferred submittal and be approved by Carlsbad fire dept. prior to installation. i'age 4 ot 3 Ml.O and M2.0 Clarify note #4 and note # 6 on sheet Ml.O; this note states a Type-II exhaust hood will be installed and connected. Sheet M2.0. states a Type-I exhaust hood will be installed. -ADD a new note on each sheet, Ml.O and M2.0, which indicates which type of Exhaust hood will be installed. M2.0 Remove notes #3 and # 4 -Add a New Note #3: a UL300 hood 85 duct extinguishing system shall be designed in accordance with CFC Sections 904.11, 609.1, 609.2 and 2002 NFPA 17A. UL 300 Hood 85 duct exhaust and extinguishing system plans including manufacturer's Installation 86 Service Manual. Deferred submittal shall include, but not be limited to: plans providing designed details and dimensions of appliances, hood 85 duct and extinguishing system in accordance with manufacturer's Installation 85 Service Manual. All installation work shall be performed by a C-16 licensed fire protection contractor. The system shall be inspected, tested and approved by Carlsbad Fire Department prior to use. M3.1 Add: Deferred submittal required for Commercial hood and duct fire protection system. Manual pull station for cooking area protection systems shall be located within 30 feet of cooking appliances. Exact location shall be approved by Carlsbad Fire Dept. K3.1, MPl.O and Pl.l Add Notes to each sheet as follows: -All gas piping located in interior space or on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to Kitchen Cooking equipment and Gas Water heater. MPl.O Add note: Gas meter shall be identified with sign indicating address (of Noodles 85 Co.) that meter serves. CPC 1209.6.5 El.O -Add note: Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with minimum 90 minute battery backup where required. CBC 1006 -Add note: Exit signs shall be illuminated at all times and equipped with minimum 90 minute battery backup. CBC 1011.5.3 -Add note: Illuminated Exit signs will be provided with directional arrows as needed and will be visible from all areas to indicate location of paths of exit travel and exit doors. - -Add note: the means of Egress shall be illuminated at all times building space is served, in accordance with CA. Building Code, Section 1006.1; 1006.2. and 1006.3. -Add Note: A photometric plan of all occupied areas, that demonstrates compliance with CBC 1006 will be provided upon request by the Carlsbad Fire Dept., Deputy Fire Marshal Greg Ryan (760) 602-4665 i'age 3 or 3 El.O -cont. -Denote type and adequacy of new or existing emergency and exit sign lighting on outdoor patio for exiting purposes. If applicable, Add note: patio dining area shall comply with CBC 1006.3, 1011.1 and 1011.2. Show required exit signs and emergency lighting for patio on plans. Countp of ^an ©lego JACK MILLER DEPARTIVIENT OF ENVIRONMENTAL HEALTH ELIZABETH POZZEBON DIRECTOR FOOD AND HOUSING DIVISION ASSISTANT DIRECTOR P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858)505-6660 FAX: (858)505-6824 1 (800) 253-9933 www.sdcdeh.orq PLAN APPROVAL SHEET DBA: NOODLES AND COMPANY 12/10/2013 SITE: 2521 PALOMAR AIRPORT RD STE 107 CARLSBAD CA 92008 DEII2013-FFPP- BUSSBVESS OWNER: NOODLES AND COMPANY Plans are approved contingent upon the followinc 002758 Department of Environmental Health (DEH) stamped plans shall be maintained at the jobsite and available for review at the time of the inspection. 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes made without approval will make the plan approval null and void. 3) Obtain local Building Department and all applicable agencies permits and approvals. 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an ANSI accredited testing agency. 5) Upon completion of 60%-80% of construction, call (858) 505-6660 to schedule a mid inspection. In lieu of a plumbing inspection by DEH: a. Floor sinks shall be installed VT. exposed and equipped with an appropriate grill cover if no access is provided for cleaning. b. Drain lines shall slope %" per foot to gravity, shall not exceed 15' in length and shall terminate a minimum of 1" above the floor sink with a legal air gap. Drain lines shall not intercept walkways or door ways. c. No condensate drainage of any kind, including HVAC can drain to the mop sink. d. The entire floor surface must be sloped to the floor drains approximately 1/8 inch per foot or a four feet diameter depression that slopes 1:50 (approximately % inch per foot). e. Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. f. Backflow devices shall be provided and initially tested upon installation by a certified tester. 6) An air balance test shall be furnished at the time of the final inspection for all hoods. 7) The operational Health Permit may be applied for after the preliminary inspection. New business owners are encouraged to be present at the time ofthe final inspection. 8) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be furnished at the final inspection. 9) At the time when the final inspection is requested, the facility shall have all utilities operational and all refrigeration shall have an ambient air temperature of 38T or below and shall be equipped with a thermometer accurate to +/- 2°F in the warmest section of the unit. All equipment is to be in place and functional. 10) WALK IN COOOLER condensate to drain to a fioor sink and not using a pump. Plans reviewed bv Anna Alvarado. EHT /Ernie Liwaq @ (858) 505-6659 CALL (858)505-6660 AT LEAST 5 WORKING DAYS IN ADVANCE TO SCHEDULE PRELIMENARY AND FINAL INSPECTIONS. A FINAL INSPECTION SHALL BE CONDUCTED AND AN ENVIRONMENTAL HEALTH PERMIT SHALL BE ISSUED PRIOR TO OPENING AND OPERATING THIS FOOD ESTABLISHMENT. cc: File District Inspector "Environmental and public health through leadership, partnership and science" SAN DIEGO OFFICE 5500 OVERLAND AVE #110 SAN DIEGO, GA 92123 (858)505-6660 FAX (858)467-9282 Count;^ of Biep DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION www.sdcdeh.org PLAN CHECK APPLICATION SAN MARCOS OFFICE 151 E. CARMEL ST. SAN MARCOS, CA 92078 (760) 471-0730 MAILING ADDRESS P.O. BOX 129261 SAN DIEGO, CA 92112 -OFFICE USE ONLY PC Record #: Intake Date: loi.2>{ 1^3 Payment Type^ V"^^^ FOOD FACILITY BUSINESS AND CONTACT INFORMATION HNEW FOOD FACILITY • REMODEL CURRENT PERMIT •CONSULT- NEW / CHANGE OF OWNER •CONSULTATION CURRENT PERMIT •REVISION •BODY ART Facility Name: hoodies & company Assessor's Parcel No.: 2130201800 Facility/Commissary Address: 2521 Airport Road, suite lo? Citv: Carlsbad y\n- 92008 BUSINESS OWNER: Name: ^ Noodles & Company Company: Mailing Address: ^^ 1 Rendezvous Drive Citv: Lafayette state: CO Zip: 80026 Phone: ( 972 ) 396-8409 pax: f 214 ) 291-5597 E-Mail: inmcpherson@hunterdevelopmentgroup.com DESIGNEg?CONTRACTOR: Name: Natalya Falk Mailing Address: 2700 south River Rd. suite 400 Phone: ( ) 298-6900 E-Mail: nfalk®chipmandesignarch. com . Company: City: Chipman Design Architecture Des Plaines state: 2jp- 60018 _CA. Contractor's License (if applicable):_ CONTACT PERSON FOR PLAN STATUS NOTIFICATION: Contact Person: wcpherson . Contact Phone: ( ^'''^ ) 396-3409 Contact Fax: ( 214 ) 291-5597 E-Msih mmcphersonohunterdevelopmentgroup. com FACILITY INFORMATION HOpen Food Processing • Prepackaged/Warehouse •Mobile Food Processing •Mobile Food Prepackaged FOR PERMANENT FOOD FACILITIES Total Square Feet of Facility: 2838 SF ( Projected Date for Completion: 3/24/2014 Max. # of Employees per Shift: 01-10 •11-25[I]26-100^100+ Total # Staff: Seating: •O •l-20^21-50 051-100 •lOH- Projected # Meals to be Served: ° Breakfast Lunch 2°° Dinner Customer Utensils: •Single Use [H]Multi-Use is there outdoor dining, outdoor bar, barbecue, wood oven etc. associated with the food facility? 0Yes •No If yes, explain: some patio seating for outdoor dining Grease Trap/Interceptor required: QYes nNo; If yes indicate location provided by property # Employees Restrooms 2 restrooms provided Public Access? HYes • No I Food Court? •Yes • No—If so Enclosed •Yes • No SEWER: HPublic-^Septic/ Private WATER: •Public-nWell/ Private (If private contact Land Use at (858) 565-5173) • • 1 1 J I. i _i. i • i/ % Carlsbad Municipal Water District; City of Carlsbad Public Works Identify the municipal water and wastewater district(s) 1 DEH;FH-177 (Rev. 02/13) FOOD & HOUSING DIVISION - PLAN CHECK P-1 FOOD FACILITY ONLY INDICATE THE SERVICES OR TYPE OF FOOD FACILITY PROVIDED (Check all that apply) 0 Restaurant/Deli • Market-Packaged • Market-Prep Q Catering • School-Preparation Kitchen • School Satellite Site • Licensed Health Care • Boat • Retail Processing • Minimal Food (frozen ice cream dipping, hot dogs, beverages) • Commissary-For Food Prep^ Commissary-For Packaged Food or Vending Machine HQ • Wholesale Warehouse • Packaged Non-Potentially Hazard Food • Food Delivery Service • Catering Equipment Rental • Swap Meet Vendor MOBILE FOOD FACIUTY ONLY MOBILE FOOD CART:^ PACKAGED FOOD OR PRODUCE ONLY • LIMITED FOOD PREPARATION (LFP) Up To 4 Carts May Operate at a SINGLE SITE • - Number of LPF Carts Number of Packaged Carts MOBILE SUPPORT UNIT FOR CART REPORTS TO COMMISSARY: • MOBILE FOOD TRUCKWEHICLE ONLY: • Packaged/Produce • Limited Food Prep (LFP) • Full Food Prep MOBILE FOOD FACILITIES MUST SUBMIT COMMISSARY AGREEMENT LETTER (TOILET FACILITY LETTER IF APPLICABLE) , NOTE: ALL FOOD FACILITIES INCLUDING MOBILES MUST SUBMIT MENUS WITH APPUCATION BODY ART FACILITY ONLY INDICATE THE SERVICES YOU WILL BE PROVIDING (Check all that apply) • Tattooing • Permanent Cosmetics • Body Piercing • Branding • Mobile Vehicle INFECTION PREVENTION & CONTROL PLAN (IPCP) TO BE SUBMITTED FOR REVIEW PRIOR TO OPERATING OTHER AGENCIES: Q BLDG DEPARTMENT O FIRE DEPARTMENT O ZONING O WATER/WASTEWATER DISTRICTS O APCD • DEH-LWQ (Note: If you are the sole business owner and an honorably discharged veteran you may be eligible for a fee exemption.) I declare under penalty of perjury that to the best of my knowledge and belief, the description of use and infonnnation contained on this application and plans are correct and true. I hereby consent to all necessary inspections made pursuant to law and incidental to the issuance ofthis review and the operation ofthis business. I also agree to conform to all conditions, orders, and directions, issued pursuant to the California Health and Safety Code, and all applicable County and City Ordinances. 1 understand that if the plans are incomplete due to a lack of any ofthe required infomiation, the plans will be rejected and upon resubmission, a plan recheck fee will be charged. I am aware that plan check fees are not fully refundable and that plans, once reviewed, will be picked up within 60 days or they will be discarded. Plans are valid for one year after stamp. Any changes to the released documents will be submitted and filed with the County of San Diego, Department of Environment Health. Authorized Signature: Date: Print Name and Title Here: "ellSBa McPherson- Project Manager {For office use only) PLAN CHECK #/: PERMIT TYPE: CENSUS TF^CT: ASSIGNED TO: ROUTE CODE: PLAN STATUS^APPROVED • DISAPPROVEDI^^LUE TAG;PC INITIALS REVIEW DATE RECHECK STATUS^^AVPROVEDHQISAPPROVEDQBLUE TAG; PC INITIALS RECHECK DAl^Z'/Q- /3> Comments H J(_/V>^£2_ L AA..^^J^J^ DATE APPROVED I 2 W/O '/3 DEH:FH-177 (Rev. 02/13) FOOD & HOUSING DIVISION - PLAN CHECK p-2 INDUSTRIAL WASTEWATER DISCHARGE PERMIT / , SCREENING SURVEY Date Uji [ly Business Name Noodles & Coinpany Street Address 2521 Airport Road, Suite S-107 Building 6, Carlsbad, CA Email Address mmcpherson@hunterdevelopmentgroup.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below tfiat are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/Milling Painting / Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech 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 Electroiess plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) 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 / Detergent Manufacturing Industrial Laundry Waste Treatment / 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 of industrial wastewater to be discharged (gal/day): List hazardous wastes generated (type / volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact Title Phone No. 97Z- d^^^^s-w Signature ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 ^ PmMBMDD Peve/opment Services EdECTnaDADD Building Division ^ CITY OF MECDANaCAD leas Faraday Avenue CARLSBAD ^.^g wwwcarisbadcagov Project Address: Permit NOJ Information providocl below r^en to worii being done on the above mentioned permii only. This form mnst be completed mi returiiwl to th* BMildiiw PWisioii before the pwmil can b> itsiwd. Building Dept. Fax: (760) 602-eS58 Nuniber of new or relocated fixtures, traps, or floor drains New buiiding sewer line?. ...... ....... .......... ............ Ves No Nun^wr of new roof drains? . ^ install/alter water line?- Number of new water heaters? „. 1 Number of new, relocated or replaced gas outiets? ^ Number of new hose blljs? ... .... .. O Residential Pemltst New/expanded seivice: Number of new amps: 0-f(ST(f^^ ^ c*tv/<s Minor Remodel cw7i^ Ves No y( Commerdai/lnikHtrial: Tenant Improvement: Number of existing amps involved bi tMs proiect: "2-2-00^ Numtier of new amps bnmhedbi thh proiect: New Construction: Amps per Panek Single Ptiase —.................—..,...-™...-... Numlier of new amperes Three Phase Number of new amperes iP Three Phase 480 Number of new amperes ^ Number of new furnaces, A/C, or heat pumps? .y, [ New or relocated duct wort?? Ves ^ No Numt>er of new fireplcKes?................. .....«„...._...,„ .............. . . t^/A Number of new exhaust fcBi$?..„ „ A- Relocate/install went? Vfe^ Number of new exhaust hoods? . _ Number of new Iwilers or compressors?. Number of HP i^ j B-ia Page 1 of 1 Rev. 03/09 City of Carlsbad Permit No: Address VALUATION WORKSHEET Building Division Assessor Parcel No. Date By Type of Work Area of Work IVIuitiplier VALUE SFD and Duplexes $110.17 $0.00 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete.masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices $37.12 $0.00 Tl/Medical, restaurant, H occupancies 2,838 $50.30 $142,751.40 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System 2,838 $3.11 $8,826.18 Air Conditioning - commercial 2,838 $5.03 $14,275.14 Air Conditioning - residential $4.19 $0.00 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL Valuation: $165,853 Comm/Res (C/R): C Building Fee $954.34 Plan Check Fee $668.04 Strong Motion Fee $35.00 Green Bldg. Stand. Fee $4.00 Green Bldg PC Fee $150.00 License Tax/PFF $5,804.85 License Tax/PFF (in CFD) $3,018.52 CFD 1st hour of Plan CheckFire Expedite Plumbing TBD Mechanical TBD Electrical TBD $165,852.72 CFD Ef Yes (PFF=1.82%) El No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS PFF and/orCFD Explanation: CB132708 2521 PALOMAR AIRPORT RD 107 Final Inspection required by: Qnair— Q-oMAi Fire SW •ISSUED •cv. Approved D^ate , By BUIU3ING PLANNING n/zT/;^ ENGINEERING /</r//3 FIRE Expedite? (V)Nt^y,.^ > zhifZ . AFS Checlced by: HazMat APCD Health liKii^'/n /(A- Forms/Fees sent Reed Due? By Encina V N Fire Y N HazHealthAPCD Y N PE&M /ff/ // 5 Y N School Y N Sewer Y N Stormwater Y N Special Inspection Y N CFD: Y Qj^ PFF: N Comments Date Date Building Planning Engineering Fire Date Date 11/13/'3 Need? • Done ^Done •4r Done