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Home My WebLink About2519 PALOMAR AIRPORT RD; 100; CB122502; Permit02-13-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB122502 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2519 PALOMAR AIRPORT RD CBADSt 100 Tl Sub Type COMM 2130201800 Lot# 0 $110,660 00 Construction Type 5B Reference # 5 GUYS- 2200 SF SHELL TO RESTAURANT Status FINAL Applied 11/21/2012 Entered By: JMA Plan Approved 08/05/2013 Issued 08/05/2013 Inspect Area PD Plan Check* Applicant MATT CLARK C13 3500 S GREENVILLE ST SANTA ANA CA 92704 714-928-1166 Owner COUNTY OF SAN DIEGO PUBLIC AGENCY 00000 Building Permit $738 74 Meter Size Add'l Building Permit Fee $0 00 Add'l Red Water Con Fee $0 00 Plan Check $517 12 Meter Fee $0 00 Add'l Building Permit Fee $0 00 SDCWA Fee $0 00 Plan Check Discount $0 00 CFD Payoff Fee $0 00 Strong Motion Fee $23 24 PFF (3105540) $2,014.01 Park Fee $0 00 PFF (4305540) $1,859 09 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 $185 00 Add'l Renewal Fee $0 00 ELECTRICAL TOTAL $187 00 Other Building Fee $0 00 MECHANICAL TOTAL $78 28 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 Reel Water Con Fee $0 00 Additional Fees $0 00 Green Bldg Stands (SB1473) Fee $4 00 HMP Fee 99 Fire Expedidted Plan Review $430.00 Green Bldg Standards Plan Chk 99 TOTAL PERMIT FEES $6,036 48 Total Fees $6,036 48 Total Payments To Date $6,036 48 Balance Due: $0.00 InspectorL FINAL APPROVAL Date- •^'^•l^ Clearance NOTICE Please take NOTICE tfiaf approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit w/as issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32,030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your nght 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 previousiv othenvise expired THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: PLANNING INGINEERING IUILDING IZjFlf FIRE •HEALTH •HAZMAKAPCD ^ CITY CARLSBAD O F Building Permit Application 1635 Faraday Ave , Carlsbad, CA 92008 Ph 760-602-2719 Fax 760-602-8558 email building@carlsbadca gov www.carlsbadca.gov Plan Check No. g> ['Z-ZSOZ- Est.Value ^[{0,1^(^0 Plan Ck. Deposit Date ll JOB ADDRESS SU1TE#/SPACE#/UNIT# CT/PROJECT # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME fnVg. ^utt6 Bu«6*e0& MO DESCRIPTION OF WORK./nc/ude Square Feet of Affected Area{s> , < ^ .i ^ «3i/\,/-= \/6 ^z AIR CONDiyPNING QNon EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES YES FIRE SPRINKLERS YES I •[NOl I APPLICANT NAME (Primary Contact) APPLICANT NAME (Secondary Contact) ADDRESS ADDRESS Pu<i,uiNl -ST. CITY STATE ZIP CITY STATE PHONE PHONE , ^ FAX EMAIL KAITT (2 Ct-A^^^co. (CONS- EMAIL PROPERTV OWNER NAME^ ^ ^ CONTRA t BUS. NAME ADDRESS ADDRESS Kip T>fg.. Si-^<-rg. ]\C) CITY STATE ZIP CITY -STATE IMAIL ""<^ ^ ^ PHONEV 7 l/AX T AKH/DESIGNER NAME & ADDRESS STATE uc # 72)6 64-7 (Sec 70315 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)) CWOSffiSES" €®G51IP(ICaS^'i7Q®C3 Workers' Compensation Declaration / hereby afTim under penalty of peijury one of the follomng declarations ^ I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work lot which this permit is issued 11 have and will maintain workers' compensation, as required bv Sectran 3700 of the Labor Code, for the performance of the work for which this perniit is issued My workeis' compensation insurance camer and policy number are InsuranceCo. . PolcyNo . Expiration Date _ This section need not be completed if the penrat is for one hundred dollars ($100) or less I I Certificate of Exemption-1 certify that in the performance of the work for which this penrat is issued, I shall not employ any person in any manner so as to become subject to the Wori<ers' Compensalon Laws of California WARNING' Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to cnminal penalties and civil fines up to one hundred thousand dollars (&100,000), m addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attomey's fees. CONTRACTOR SIGNATURE • AGENT DATE / hereOy affirm tfiaf / am exempt from Contractor's License Law for Vie following reason ( I I, as owner of the property or my employees with wages as their sole compensation, will do Ihe wort and the stmcture is not intended or offered fbr sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I, as owner of the property, am exclusively contracting with licensed contractors to constmct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts tor such projects with contractor(s) licensed pursuant to the Contrxtor's License Law) I am exempt under Section Business and Professions Code for this reason 1 1 personally plan to provide the mapr labor and matenals for constmction of the proposed property improvement I IVes I |lv|o 2 1 (have / have not) signed an application for a building penrat for the proposed work 3 I have contracted wilh the following person (fimi) to provide the proposed constmction (include name address / phone / contractors' license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the mapr work (include name / address / phone / contractors' license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the wDd( indicated (include name / address / phone / type of vrorti) • • jeTpROPERTY OWNER SIGNATURE QAGENT DATE (g®(i3(pce""S"u'@ "ffcoos sssiroQca p®© C3®Ga=©[i80®iicaTrD^ii [DQDoa,®oc3(S IPSBCDOITS ©caii.B' Is the applicant or future building occupant required to submit a business plaivacutely hazardous matenals registration form or nsk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazaidous Substance Account AcP Yes I/HO .y. Is the applicant or future building occupant required to obtain a penrat from the air pollution control distnct or ar qiwlity management distncP Yes i/No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site'' Yes vWo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the woik this pennit is issued (Sec 3097 (i) Civil Code) Lender's Nan^e Lender's Address I certify that I have lead the applicatran and state that the above inldmiabon IS conect and that the inibmiabon on the plan^ I hereby aulhonze repnesentative of the City of Cartsbad fo enter upon the above mentioned property fbr inspecton puiposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABIUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA perniit is required for excavations over 6'0' deep and demolition or constmction of simctures over 3 stones in height EXPIRATION Every permit issued by the Building Sflicial up*r|ie provisons of this Code shall expire by limitation and become null and void if the buildmg OT woik authonzed by such pemnit is not commenced within 180 days from the dale of such pemiit or if ffle/uilffigQuf&^ullBnzed by such pennit is suspended or abandoned at any time after the work is commenced for a penod of 180 days (Section 106 4 4 Unifomn Building Code) DATE n(j^o(i2> STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. C E R T 1 F I CA T E. O F 6 C C U P A NCY ( C b m m e r c i a I , P r o j e c ^ s 6 n j y ) Fax (760) 602-8560, Email buildina(5).carlsbadca.gov or Man the completed fonn to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008 C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS LIC No DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Usted above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL / FAX TO OTHER: ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION ASSOCIATED CB# NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >ef APPLICANT'S SIGNATURE DATE E FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: OPLANNING OENGINEERING "•BUILDING OFIRE nHEALTH •HAZMAT/APCO ^ CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave , Carlsbad, CA 92008 Ph-760-602-2719 Fax:760-602-8558 email buildlng@carlsbadca gov www.carlsbadca.gov Plan Check No. Est. Value Plan Ck. Deposit Date SWPPP JOB ADDRESS SUITE*/SPACEf/UNIT* CT/PROJECT # LOT# # OF UNITS tt BEDROOMS » BATHROOMS TENANT BUSINESS NAME CONSTR TYPE | OCC GROUP DESCRIPTION OF WORK: (nc/ude Square Feet of Affected Area(s; EXISTINQ USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE yES[~|# N0| I AIR CONDmONlNG YES QNO I I FIRE SPRINKLERS YES I |NO| I APPLICANT NAME (Primary Contact) APPLICANT NAME (Secondary Contact; ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL PROPERTY OWNER NAME CONTRACTOR BUS. NAME /r>/C ADDRESS ADDRESS CITY STATE ZIP CITY , yr STATE ZIP EMAIL PHONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC # cu«s CITV BUS LIC # (Sec. 70315 Business and Professions Code Any City or County which requires a permit to construct alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exempbon. Any violabon 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)). W O R K E R'S»" C- O M P i N'S'A T | O N» Worliers' Contpensation Declaration / hereby affirm under penalty of penury one of ffte follomng declarations' Slbave and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for wtiich this peimit is issued I have and will maintain woilteis' compensation, as leguired bv Section 3700 of the Labor Code, for the perfonnance of the wori( for which this penrat is issued. My wori<eis' compensation insurance camer and policy number are' Insurance Co Expiration Date pis section need not be completed if the pemiit is for one hundred dollare ($100) or less I I Certificate of Exemption: 1 certify that in the perfonnance of the worii for which this perniit is issued, I shall not employ any person in any manner so as to become sub)ect to the Woricers' Compensation Laws of California i/VARNING: Failure to secure worl(era'1:ompep^a9on 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, damages,as oKMrni for In Section 3706 of the Labor code, interest and attomey's fees. >eS'CONTRACTOR SIGNATURE WcA^^*^^ • AGENT DATE I hereby affimi that I am exempt from Contractor's Ucense Law for the following reason. I I I, as owner of the property or my employees with wages as their sole compensation, will do the worii and the stnicture is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such wodi himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I I I, as owner of the property, am exclusively contractng with licensed contractors lo constnict the project (Sec. 7044, Business and Professions Code. The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(5) licensed pursuant to the Contractor's Ucense Law). I I I am exempt under Section Business and Professions Code for this reason' 1 I personally plan to provide the major labor and matenals for constmction of the proposed property improvement I lYes I INO 2 I (have / have not) signed an application for a building pennit for the proposed wodi 3 1 have contracted with the following person (fimi) to provide the proposed constniction (include name address / phone / contractors' license number) 4 I plan to provide portions of the woric, but 1 have hired 'he following person to coordinate, supennse and provide the major worii (indude name / address / phone / contractors' license number)' 5 1 will provide some of the worti, but I have contracted (hired) the following persons to provide the wori< indicated (include name / address / phone / type ot wori(). PROPERTY OWNER SIGNATURE •AGENT DATE Inspection List Permit#: CB122502 Type: Tl COMM Date Inspection Item 10/29/2013 89 Final Combo 09/19/2013 44 Rough/Ducts/Dampers 09/17/2013 23 Gas/Test/Repairs 09/12/2013 39 Final Electrical 09/03/2013 17 Intenor Lath/Drywall 08/29/2013 84 Rough Combo 08/16/2013 84 Rough Combo 08/15/2013 11 Ftg/Foundation/Piers 08/14/2013 21 Underground/Under Floor 08/13/2013 21 Underground/Under Floor 08/12/2013 21 Underground/Under Floor Inspector PD PD PD PD PD PD PD PD PD PD PD Act AP AP AP AP AP NR CO NR PA PA CA 5 GUYS-: 2200 SF SHELL TO RESTAURANT Comments Thursday, February 13, 2014 Page 1 of 1 CITV Of CARLSBAD Building Division CB122502 2519 PALOMAR AIRPORT RD INSPECTION RECORD B INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB IZI CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION B FOR BUILDING INSPECTION CALL: 760-602-272jL OR GO TO: www.Carlsbadca.qov/Building AND CLICK ON "Request Inspection" DATE: 100 5 GUYS- 2200 SF SHELL TO - RESTAURANT Tl COMM Lot# MATT CLARK 1i.£CORD COPY IF "YES" IS CHECKED BELOW THAT DIVISION S APPROVAL IS REQUIRED PRIOR TO REQUESTING A FiNAL BuiLDING INSPECTION. IF YOU HAVE ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED BELOW, AFTER ALL REQUIRED APPROVALS ARE SIGNED OFF- FAX TO 760-602-8560. EMAIL TO BLDGINSPECTiONS@CARLSBADCA.GOV OR BRING IN A COPY OF THIS CARD TO: 1635 FARADAY AVE.. CAI^LSBAD. CA 92008. BUILDING INSPECTORS CAN BE REACHED AT 760-602-2700 BETWEEN 7:30 AM - 8;00 AM THE DAY OF YOUR INSPECTION. NO YES Required for Building Final If Checked YES Date Inspector Notes X Planning / Landscape 760-944-8463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm 1 / <> K Fire Prevention 760-602-4660 Allow 48 hours ' V A Type of Inspection CODE # BUILDING #11 FOUNDATION Date Inspector Type of Inspection #31 •ELECTRICUNDERGROUND DUFER Date Inspector #12 REINFORCED STEEL #34/ ROUGH ELECTRIC #33 ^>aECTRIC SERVICE • TEMPORAItr #66 MASONRY PRE GROUT • GROUT • WALL DRAINS #35 PHOTOVOLTAIC #10 TILTPANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #39 FINAL CODE # MECHANICAL #41 UNDERGROUND DUCT»& PIPING #14 SUBFRAME • FLOOR • CEILING #44 • DUCT & PLENUM, • REFIPIPING #15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #16 INSULATION #18 EXTERIOR UTH #49 FINAL CODE # COMBO INSPECTION #81; UNDERGROUND (11,12,21,31) #17 INTERIOR LATH &DRYWAU #82 DRYWALL,EXTUTH,GASTES(17,18,23) #51 POOLEXCA/STEEL/BOND/FENCE #83 ROOFSHEATING, EXT SHEAR (13,15) #55 PREPLASTER #19 FINAL-6y^(»£.U)lo^rf'5V'5A CODE # PLUMBING #22 • SEWER & BL/CO • PL/CO #84 FRAME ROUGH COMBO (14,24,34,44) #89 FINAL OCCUPANCY (19,29,39,49) Date Inspector #21 UNDERGROUND BliVASTE • WTR Date Inspector #24 TOP OUT DWASTE DWTR 2 A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/SUNDERGROUND^YDRO #23 • GAS TEST D GAS PIPING A/S UNDERGROUND aUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL CODE # STORM WATER #600 PRE-CONSTRUCTION MEETING A/S FINAL F/A ROUGH-IN F/A FINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TfST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURETEST #610 VERBALWARNING MEDICAL GAS FINAL REV 10/2012 SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall 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 > flies: '^^\(^(^ ^^-^(L^or 5 "p\:^ y acQ-<^i^>A^'^ 1 ' PELORD nOPY 201 3-OG-1 e IG 21 -1 O (OrvIT) F ro m H fa n ry H • 11 HILL - INSPECTION TESTING / ENGINEERING City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, California 92008 Facsimile (760)602-8560 Of Carisbad SEP 12 20,3 SU/LD/NG DIVISION August 16,2013 Reference Five Guys Burgers & Fries, Palomar Commons 2519 Palomar Airport Rd, Buildmg 5, Suite 100, Carlsbad, CA Permit Number CBI 22502 Subject Special Inspection Affidavit Ladies and Gentlemen This letter is to notify that. Special Inspections of Reinforced Concrete, Masonry, Structural Steel Welding, High Strength Bolting, Epoxy Anchor Installation, and/or Materials Testing are to be performed at the referenced project by representatives of HiTE (Hill-inspection / Testing/ Engineering) All work requiring special inspection and/or materials samplmg and testing for the structure(s) constructed under the referenced permit are to be performed in accordance with the approved plans, specifications, and changes thereto, and the California Buildmg Code Respectfully submitted, HiTE Henry-Barton Hill, Principal Engmeer M S, P E #64822 Attachments Principal Certifications PO Box 771, San Diego, CA 92038-0771 San Diego • Orange • Los Angeles • Riverside • San Bernardino EsGil Corporation In (partnership with government for (BmCdmg Safety DATE: 4/24/13 • APPLICANT ^JURIS JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.: 12-2502 SET II PROJECT ADDRESS: 2519 Palomar Airport Rd Bldg 5, Suite 100 PROJECT NAME: Five Guy's Burgers and Fries - 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 list and should be corrected and resubmitted for a complete recheck. I I 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 fonward 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- mailto:matt@clarkcd com Fax #: Mail Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • PC 4/18/13 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (partnership with government for (BuiCding Safety DATE: 12/3/12 • APPLICANT ^JURIS JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLAN CHECK NO.. 12-2502 SET I PROJECT ADDRESS: 2519 Palomar Airport Rd Bldg 5, Suite 100 PROJECT NAME. Five Guy's Burgers and Fries - TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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 list and should be corrected and resubmitted for a complete recheck. XI 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. X The applicant's copy of the check list has been sent to: Matt Clark 3500 S. Greenville Street C13, Santa Ana, CA 92704 I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. X EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted. Matt Clark Telephone #: 714-928-1166 Date contacted' (by ) Email: matt(a)clarkcd.com Fax #: 815-425-8762 Mail Telephone Fax In Person • REMARKS: By Doug Moody Enclosures: EsGil Corporation • GA • EJ • PC 11/26/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 12-2502 12/3/12 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-2502 JURISDICTION: City of Carlsbad OCCUPANCY: A2 USE: Restaurant TYPE OF CONSTRUCTION: VB ACTUAL AREA: 2200sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?. Yes OCCUPANT LOAD: 71 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/21/12 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/26/12 DATE INITIAL PLAN REVIEW COMPLETED: 12/3/12 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 you submit the revised plans. City of Carlsbad 12-2502 12/3/12 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 and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 3. Show that the water closet in the men's restroom is located in a space, per Section 1115B.3.2.3, which provides: a) A clear space at the water closet in compliance with Section 1115B.4.1, Item 2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. See the following figures: City of Carlsbad 12-2502 12/3/12 4. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of:' a) Please correct details 12, 15 and 16 on sheet SP2 the signs shall be posted >80" from the bottom of the sign to parking space finished grade. 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 12-2502 12/3/12 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION- City of Carlsbad PLAN CHECK NO.: 12-2502 PREPARED BY. Doug Moody DATE: 12/3/12 BUILDING ADDRESS 2519 Palomar Airport Rd Bldg 5, Suite 100 BUILDING OCCUPANCY: A2 TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) Tl 2200 50 30 110,660 Air Conditioning Fire Sprinklers TOTAL VALUE 110,660 Jurisdiction Code cb By Ordinance Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review Jpepetitve Fee Repeats 0 Complete Review • Other j—j Hourly EsGil Fee • Structural Only Hr @* $738.74 $480.18 $413.69 Comments Sheet 1 of 1 macvalue doc + PLAN CHECK /A ^ mi K PLAN CHECK Community & Economic V CITY OF REVIEW Development Department 1635 Faraday Avenue AR LSBAD TRANSMITTAL Carlsbad CA 92008 Vi/ww/.carlsbadca gov DATE: 12/05/2012 PROJECT NAIVIE: Palomar Commons Bidg #5 |"FIVE GUYS" PROJECT ID:SDP 09-05 PLAN CHECK NO: CB 12-2502 SET#: I ADDRESS: 2519 Palomar Airport Rd - Suite 100 APN: 213-020-18 VALUATION: $110 660 SCOPE OF WORK: 2,200 sf tenant improvement from Shell to restaurant use cjr You may have corrections from one or more of the divisions listed in the table below. To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is complete and has been APPROVED by: DILAND DEVELOPIVIENT ENGINEERING DIVISION Final Inspection by Mlllllllimillll lllllinEDivision is required: •Yes iXi 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: matt@ciarkcd. com ,;44id-;iSife5PLANNI'I^G^ j.?l||ENGINEERI|G^,;;^ >pii?'E''RRE\^trioN,iti;^ ! "j Chris Sexton L_^i 760-602-4624 Chris.Sexton@carlsbadca.gov j ; Kathleen Lawrence L 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan L... 1 760-602 4663 • Gregory.Ryan@carlsbadca.gov j r"l Gina Ruiz 1.—[ 760-602-4675 | Gina.Ruiz@carlsbadca.gov [Wl Linda Ontiveros VJA 760-602-2773 i Linda.Ontiveros@carlsbadca.gov ["""1 Cindy Wong \ t J 760-602-4662 [ Cynthla.Wong@carlsbadca.gov ^ [ J 1 f 1 I ... \ \ \ Dominic Fieri . L.^.l 760-602-4664 f Dominic.Fieri@carlsbadca.gov j Remarks: Palomar Commons Bldg #5 | "FIVE GUYS" PLAN CHECK NO » CB 12-2502 Any outstanding issues will be marked witfi X Make the necessary corrections for compliance with applicable codes and standards Submit corrected plans and/or specifications to the Building division for re-submittal to the Engineering division Items that conform to permit requirements are marked with / 'or have been left blank 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale ••••• • / North arrow / I Existing & proposed structures vLJ Existing street improvements CZIl Property lines (show all dimensions) I / I Easements m Right-of-way width & adjacent streets I / I Driveway widths r^ "l Existing or proposed sewer lateral Existing or proposed water service I I Submit on signed approved plans DWG No Show on site plan Tl • • • ] Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course ]ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building" I 1 Existing & proposed slopes and topography I I Size, location, alignment of existing or proposed sewer and water service(s) that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception I I Sewer and water laterals should not be located within proposed dnveways, per standards Include on title sheet [~7~1 Site address I / I Assessor's parcel number I 7 I Legal description/lot number ( / I For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufactunng, warehouse, office, etc) previously approved CORRECT REFERENCES TO THE PRECISE GRADING # Palomar Commons precise grading plan. DWG 468-5F (NOT 468-F) Lot/Map No Parcel A&B: LOT G/MAP 823 Recorded 11/16/1896 Subdivision/Tract PALOMAR COMMONS Reference No(s) DVVG 468-5F E-36 Page 2 of 6 REV 6/01/12 Palomar Commons Bldg #5 j "FIVE GUYS" PLAN CHECK NO # CB 12-2502 2. DISCRETIONARY APPROVAL COMPLIANCE _/j Project does not comply with the following engineering conditions of approval for project no SDP 09-05, Planning Commission resolution no. 6704 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20.000.00 , pursuant to Carlsbad Municipal Code Section 18 40.030 For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605 00 j/_J Dedication required as follows PR 11-52 I PR 12-07 I PR 12-16 j PR 12-20 — APPROVED 05/23/2012 4. IMPROVEMENT REQUIREMENTS EZ] [""^ All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $100,000 00, pursuant to Carlsbad Municipal Code Section 18.40 040 LZI! Public improvements required as follows DWG 468-5 —APPROVED 6/12/12 DWG 468-5F —APPROVED 11/15/12 [Z3 ~] Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40 Please submit a recent property title report or current grant deed on the property and processing fee nf $ 441 nn so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notanzed and approved by the city prior to issuance of a building permit /""] Future public improvements required as follows N/A E-36 Page 3 of 6 REV 6/01/12 Palomar Commons Bldg #5 |"FIVE GUYS" PLAN CHECK NO # CB 12-2502 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15 16 of the Municipal Code FOR BUILDING #5 —SEE PC 12-16— llnadequate information available on site plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial) This information must be included on the plans If no grading is proposed write "NO GRADING" ] Grading Permit required NOTE The grading permit must be issued and rough grading approval obtained pnor to issuance of a building permit ~7"] Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required) All required documentation must be provided to your Engineenng Construction Inspector, Joe McMahon, 760-602-2780 x7312 The inspector will then provide the engineenng counter with a release for the building permit —U No grading permit required I Minor Grading Permit required See attached redlines and (10 Additional Comments) for project- specific requirements 6. MISCELLANEOUS PERMITS LIJ r:7"i RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or pnvate work adjacent to the public right-of-way Types of work include, but are not limited to street improvements, tree tnmming, driveway construction, tying into public storm dram, sewer and water utilities . J Right-of-way permit required for E-36 Page 4 of 6 REV 6/01/12 Palomar Commons Bldg #5 | "FIVE GUYS" PLAN CHECK NO tt CB 12-2502 —FYI ONLY— On file with Carlsbad Construction Mgmt & Insp. division 7. STORM WATER Construction Compliance _Z1 L I Project Threat Assessment Form complete i I [_/1 Storm Water Pollution Prevention Plan, Tier Level SW110425 L__J Tier 2 and/or 3 Storm Water Pollution Prevention Plan submitted, payment of processing fee and review by city completed —FYI ONLY— SWMPll-10, on file with Carlsbad Land Development Engineering Division. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire complete. Storm Water Standards Questionnaire incomplete Please make the corrections, re-sign the questionnaire and resubmit with next submittal I / I Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference http //www carlsbadca qov/business/buildina/Documents/EnqStandsw-stds-vol4-ch2 pdf CIZ3 Project needs to incorporate low impact development strategies throughout in one or more of the following ways [2] Rainwater harvesting (rain barrels or cistern) I I Vegetated Roof II Bio-retentions cell/ram garden I ] Pervious pavement/pavers [ _j Flow-through planter/vegetated or rock dnp line LJ Vegetated swales or rock infiltration swales [_ J Downspouts disconnect and discharge over landscape LTJ other. E-36 Page 5 of 6 REV 6/01/12 Palomar Commons Bldg #5 j "FIVE GUYS" PLAN CHECK NO # CB 12-2502 9. WATER METER REVIEW Domestic (potable) Use r7~l What size meter is required"? Ml FYI Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter NOTE the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be V/ 8. FEES yes [Jno 1 / I Required fees have been entered in building permit ***IIVIPACT FEES ASSESSED ON CB120787 (PC12-16)*** I I Drainage fee applicable Added square feet Added square footage in last two years'? Permit No Permit No Project built after 1980 Impervious surface > 50% Impact unconstructed facility •Fire spnnklers required | iyes j Ino (is addition over 150' from center lme) Upgrade • yes ^no I I No fees required •yes • yes • no • no 10. Additional Comments Attachments [ I Engineenng Application Storm Water Form ! ' Right-of-WayApplication/lnfo. / Reference Documents E-36 Page 6 of 6 REV 6/01/12 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www carlsbadca.eov DATE: 11-21-12 PROJECT NAME: PROJECTID: PLAN CHECK NO: CB 12-2502 SET#: 1 ADDRESS: 2519 Palomar Airport Rd APN: 213-020-18 ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • Yes ^ No Vou may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from ail divisions. ( Q 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 APPROVAL has been sent to: For questions or clarifications on the attached checklist please contact the following reviewer as marl<ed: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov r~| Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda Ontiveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: ^ CITY OF CARLSBAD PLANCHECK Q^J^G. pi^^l^y^ ,:.;|,;|% Development Department TRANSMITTAL 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 5-2-13 PROJECT NAME: Five Guys PROJECT ID: CB122502 PLAN CHECK NO: CB122502 SET#: I ADDRESS: 2519 Palomar Airport RD APN: • This plan check review Is complete and has been APPROVED by the Fire Division. By: D. Fieri A Final Inspection by the Fire 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: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. 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 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.^ov • • X Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Carlsbad Fire Department P^'^ ^^^Y Plan Review Requirements Category: TI, COMM Date of Report: 05-02-2013 Reviewed by: Name: MATT CLARK Address: C13 3500 S. GREENVILLE ST SANTA ANA CA 92704 Permit #: CB122502 Job Name: 5 GUYS-: 2200 SF SHELL TO Job Address: 2519 PALOMAR AIRPORT RD CBAD St: 100 —INCOMPLETE The item you have submitted for review is incomplete. At this time, this office camiot -^dccptatcly conduct a review to determine compliance with-thc applicable codes and/or standards. Please review— caiefully all cununents attached. Please i-esubmit the necessaiy-plans and/orspecifications, with changes ''clouded",- to this office for review and appiuval." * Conditions! - Cond: CON0006289 [MET] (^PROVED: 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. Entry: 05/02/2013 By: df Action: AP RECOMMENDED FOR APPROVAL BLDG. DEPT copy Daryl K. James & Associates, Inc. Checked by: Robert Scott 205 Colina Terrace Date: 04/19/2013 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Matt Clark JURISDICTION: Carlsbad Fire Department PROJECT NAME: Five Guys Burgers and Fries PROJECT ADDRESS: 2519 Palomar Airport Rd: BLDG. 5, Suite 100 PROJECT DESCRIPTION: CBI2-2502, 2200[t} Tl of new shell space for new restaurant; with 757 patio. New shell space is equipped with existing fire spnnkler 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 This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. COMMENTS - Additional comments made be generated by response on revised set. T2 Fire Dept. Notes Revise note 2: fire extinguisher for kitchen cooking are shall have Class K' rating. Fire extinguisher for food prep area shall have 2a-10bc rating. Revise note 15 and 16 to read: decorative materials shall comply with CBC chapter 8 and CCR, Title-19. T3 Revise the following list of Deferred Submittal items as shown below: -Fire Sprinkler System - 2010 CFC 903 and 2010 NFPA 13 -Fire Alarm System - 2010 CFC 907.2.2 and 2010 NFPA 72 -Commercial Hood & Duct System - 2010 CFC Section 904 UL300 hood & duct extmguishmg system shall be designed m 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 86 duct and extinguishing system m accordance with manufacturer's Installation 85 Service Manual All work shall be performed by a C-16 licensed fire protection contractor Revise Note Fire Alarm System (Interconnection of Hood Suppression System) Revise to read. 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 Al: Patio Dining -Indicate construction of walls, fence or material surrounding extenor patio, (walls and roof or awning covering - if any) Venfy CBC 1006 3 is met for egress illumination as required. -Denote on plan the max travel distance from intenor dining area to exit that discharges from exterior patio dming -Denote which exit door or doors will be used to exit patio and that doors comply with CBC 1008 1. & 1008 1 10 -Denote location of patio exit signs from patio that comply with CBC 1011 -Indicate type of exit hardware for patio exit on door schedule -Denote path of travel from patio area to public way. -Add Width of proposed aisle space between tables/chairs on patio dinmg area CBC 1003.6 -Add Exiting from patio dining (and interior dinmg mto patio area, shall comply with CBC 1015 2 1 -Revise note Fire extmguisher(s) rated at 2A-10bc shall be located to serve north and south dinmg areas and outside patio Travel distance to extinguishers shall not exceed 75 feet Indicate location and mountmg height (60 inches max A F F ) on plan. CFC 906 A2 : Door Schedule -Denote existing patio exit doors on Door Schedule, including type and size of doors -Add Panic hardware required on dmmg patio doors exitmg to public way CBC 1008 1 10 Add- 2a-10bc rated fire extinguisher shall be installed at north end of kitchen, near exit door m accessible 85 visible location Indicate location 85 mountmg height of extinguisher on plan CFC 906 A2 and AS. 10 Add: Denote location of Maximum Occupancy sign. 1004.3 Add: Posted sign shall be of an approved legible permanent design. CBC 1004.3 E2.1 Additional emergency lighting, shown as EM 1 on current plan, shall be added to prep kitchen and cooking area, to provide adequate emergency light at floor level. CBC 1006.3. Denote type and adequacy of existing exiting and emergency lighting on outdoor patio for exiting purposes. If applicable. Add: 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. MPl.O Add to note 3: All Natural Gas piping shall be labeled every 20 feet and every change of direction. M2.1 Add: Deferred submittal for fire alarm system and connection of hood system to fire alarm shall be submitted to Carlsbad Fire Department. Duct smoke detectors shall be listed for use and approved by CSFM. 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 20 feet of cooking appliances. Exact location shall be approved by Carlsbad Fire Dept. M4.0 Add: add note to detail for Type 1 Grease Hood (Up blast): Manufacturer specifications for exhaust duct and fire barrier duct wrap shall comply with CA. Mechanical Code section 507 and NFPA 96 to achieve proper rating for zero clearance to combustibles. P2.3 Add to General Gas Plan notes: All gas piping on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to RTU-1, RTU-2, Kitchen Cooking equipment and Gas Water heater. Gas meter shall be identified with sign indicating address (of five guys) that meter serves. CPC 1209.6.5 Items Corrected, Recommend Approval. TZ. ^C^>tt fage 1 or .5 CORRECTION LIST BLDG. DEPT COPY Daryl K. James & Associates, Inc Checked by: ROBERT SCOTT Date: December 4, 2012 APPLICANT: Matt Clark JURISDICTION: Carlsbad Fire Department PROJECT NAME: Five Guys Burgers and Fries PROJECT ADDRESS: 2519 Palomar Airport Rd Bldg 5, Suite 100 PROJECT DESCRIPTION: CBI2-2502, 2200CC Tl of new shell space for new restaurant; with 7570] patio. New shell space is equipped with existing fire spnnkler system. This plan review has been conducted in order to venfy 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 R^^^^ • 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. T2 Fire Dept. Notes Revise note 2: fire extinguisher for kitchen cooking are shall have Class K' rating. Fire extinguisher for food prep area shall have 2a-10bc rating. Revise note 15 and 16 to read: decorative materials shall comply with CBC chapter 8 and CCR, Title-19. t^age z or 3 T3 Revise the following list of Deferred Submittal items as shown below } -Fire Spnnkler System - 2010 CFC 903 and 2010 NFPA 13 -Pire Alarm System - 2010 CFC 907 2 2 and 2010 NFPA 72 -Commercial Hood 85 Duct System - 2010 CFC Section 904 UL300 hood & duct extinguishing system shall be designed m accordance with CFC Sections 904 11, 609 1, 609 2 and 2002 NFPA 17A UL 300 Hood & duct exhaust and extinguishing system plans including manufacturer's Installation & 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 Revise Note Fire Alarm System (Interconnection of Hood Suppression System) Revise to read. 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 Al; Patio Dining -Indicate construction of walls, fence or material sunoundmg exterior patio, (walls and roof or awning covenng - if any) Venfy CBC 1006 3 is met for egress illumination as required -Denote on plan the max travel distance from intenor dming area to exit that discharges from exterior patio dmmg. -Denote which exit door or doors will be used to exit patio and that doors comply with CBC 1008 1 85 1008 1 10 -Denote location of patio exit signs from patio that comply with CBC 1011 -Indicate type of exit hardware for patio exit on door schedule -Denote path of travel from patio area to public way -Add Width of proposed aisle space between tables/chairs on patio dmmg area CBC 1003 5 -Add Exiting from patio dmmg (and interior dming into patio area, shall comply with CBC 1015 2 1 -Revise note Fire extinguisher(s) rated at 2A-10bc shall be located to serve north and south dming areas and outside patio Travel distance to extinguishers shall not exceed 75 feet Indicate location and mounting height (60 inches max A F F ) on plan CFC 906 A2 : Door Schedule -Denote existing patio exit doors on Door Schedule, including type and size of doors -Add: Panic hardware required on dmmg patio doors exiting to public way CBC 1008 1 10 Add 2a-10bc rated fire extinguisher shall be installed at north end of kitchen, near exit door m accessible & visible location Indicate location 85 mounting height of extinguisher on plan. CFC 906 A2 and AS. 10 Add" Denote location of Maximum Occupancy sign 1004 3 Add" Posted sign shall be of an approved legible permanent design. CBC 1004 3 fage3 or J E2.1 Additional emergency lighting, shown as EM 1 on current plan, shall be added to prep kitchen and cooking area, to provide adequate emergency light at floor level. CBC 1006.3. Denote type and adequacy of existing exiting and emergency lighting on outdoor patio for exiting purposes. If applicable, Add: 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. MPl.O Add to note 3: All Natural Gas piping shall be labeled every 20 feet and every change of direction. M2.1 Add: Deferred submittal for fire alarm system and connection of hood system to fire alarm shall be submitted to Carlsbad Fire Department. Duct smoke detectors shall be listed for use and approved by CSFM. 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 20 feet of cooking appliances. Exact location shall be approved by Carlsbad Fire Dept. M4.0 Add: add note to detail for Type 1 Grease Hood (Up blast): Manufacturer specifications for exhaust duct and fire barrier duct wrap shall comply with CA. Mechanical Code section 507 and NFPA 96 to achieve proper rating for zero clearance to combustibles. P2.3 Add to General Gas Plan notes: AU gas piping on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to RTU-1, RTU-2, Kitchen Cooking equipment and Gas Water heater. Gas meter shall be identified with sign indicating address (of five guys) that meter serves. CPC 1209.6.5 MEYER BORGMAN JOHNSON STRUCTURAL DESIGN + ENGINEERING STRUCTURAL CALCULATIONS for Five Guys Palomar Commons Carlsbad, CA 92011 Prepared for: Big Red Rooster 4084 E. Dublin Street Gilbert, AZ 85295 DATE: November 14, 2012 Prepared by: Meyer Borgman Johnson, Inc. 1438 W. Broadway #212 Tempe, Arizona 85282 Project No.: P12.171.0 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of California. Brian Blossey CA Reg. No. C-78491 EXPIRES 09-30-2013 1438 West Broadway Road, Suite 212 Tempe, AZ 85282 wwwmbjeng com 480 747 6737 SEE STRUCTURE. Five Guys Palomar Commons PI 2.171.0 TABLE OF CONTENTS SECTION PAGE TABLE OF CONTENTS i DESIGN CRITERIA DC-1 Through DC-3 ROOF ANALYSIS R-l Through R-24 Design Criteria • Scope of Project: MBJ has been contracted to perform structural calculations for the roof system of Palomar Commons for additional mechanical units. • Relevant Codes: o CBC 2010 o IBC 2009 o ASCE7-05 • Materials: o GLB purlins - 24FV4 with the exception of one 24FV8 running along Gridline 3 o 2x_ subpuriins - Douglas Fir/Larch Grade 1 o 4x_ subpuriins - Douglas Fir/Larch Grade 1 o 6x_ subpuriins - Douglas Fir/Larch Grade 1 • Loads: o DL=15psf o LL (roof) = 20 psf (reducible) o Additional Mechanical Units A. New Make-Up Air Unit = 445# Max B. New Return Air Unit = 1400# Max C. New Return Air Unit = 1400# Max D. New Exhaust Unit = 50# Max E. New Exhaust Fan Unit = 224# Max F. New Exhaust Fan Unit = 125# Max G. New Kitchen Hood = 760# Max ^ — ASCE Seismic Base Shear \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculations\Enercalcfiles\p12171 - Seismic ec6 k • ENERCALC, INC 1983-2012, Build 61211 5, Ver 612 11 5 | 1 Lic.:'#"p^KW-06003077KJ*>^>;:#->^ V >;-A:^P:-; v;:., .. . ' Xicensee : MEYER BORGMAN JOHNSON Palomar Commons Occupancy Category ; Calculations per ASCE 7-05 Occupancy Category of Building or Other Structure "1° Buildings and other structures that represent a low hazard to human life in the event of failure Occupancy Importance Factor = 1 USER DEFINED Ground Motion /1SC£ 7-05, Page 3, faWe U /\SC£ 7-05, Page «6, FaWe » 5-) ASCE 7-05 9 4 1.1 IVlax Ground Motions, 5% Damping Sg = 1 140 g, 0 2 sec response ^1 " 0.4310 g. 1 0 sec response Site Class, Site Coeff. and Design Category Site Classification "D" Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv fusmg straigtit-lme interpolation from table values) Maximum Considered Earthquake Acceleration Fa Fv Design Spectral Acceleration Seismic Design Category Resisting System S^,,-FVS1 1.04 1.57 1.190 0 675 0.793 0 451 D S1>=0.75 ASCE 7-05 Table 20 3-1 ASCE 7-05 Table 11.4-1 &114-2 ASCE 7-05 Table 11 4-1 ASCE 7-05 Table 11 4-2 ASCE 7-05 Table 11.4-3 ASCE 7-05 Table 11 4-4 ASCE 7-05 Table 11 6-1 ASCE 7-05 Table 12 2-1 Basic Seismic Force Resisting System Response Modification Coefficient " R" System Overstrength Factor " Wo" Deflection Amplification Factor " Cd" Bearing Wall Systems Light-framed walls sheathed w/wood structural panels rated for shear resistance or steel sheets. = g gg Building height Limits. = 3 QQ Category "A & B" Limit 4.00 WOfE' See ASCE 7-05 for all applicable footnotes Redundancy Factor Category "C" Limit Category "D" Limit' Category "E" Limit. Category "F" Limit No Limit Islo Limit Limit = 65 Limit = 65 Limit = 65 ASCE 7-05 Section 12 3 4 Seismic Design Category of D, E, or F therefore Redundancy Factor" p" = 1 3 Lateral Force Procedure ASCE 7-05 Secton f2 8 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-0512,8 Determine Building Period Use ASCE 12 8-7 25 0 ft Structure Type for Building Penod Calculation All Other Stmctural Systems "Ct" value = 0.020 "hn" Height from base to highest level = " X" value = 0 75 " Ta" Approximate fundemental period using Eq 12 8-7 : Ta = Ct*{hn*x) = 0 224 sec "TL" Long-period transition penod per ASCE 7-05 Maps 22-15 -> 22-20 8 000 sec Building Penod" Ta ° Calculated from Approximate Method selected " Cs" Response Coefficient 0 224 sec S Q5 Short Penod Design Spectral Response " R" Response Modification Factor " I" Occupancy Importance Factor 0.793 FromEq 12 8-2, Preliminary Cs 6 50 From Eq 12 8-3 & 12.8-4, Cs need not exceed 1 From Eq. 12 8-5 & 12 8-6, Cs not be less than 0122 0310 0.035 Cs : Seismic Response Coefficient 0.1221 ASCE Seismic Base Shear Lic.'# ::KW-06003077,.. \_Proiects\2012\P12-171 0 Five Guys Carlsbad CA\Engineenng\Calculations\Et\ercalc files\p12171 - Seismic ec6 U • ENERCALC, INC 1983-2012, Build 61211 5, Ver 6.1211 5 9 Licensee : MEYER BORGMAN JOHNSON Seismic Base Shear Cs = 0.1221 from 12.8.3 W (see Sum Wi below) = Seismic Base Shear V= Cs*W = Vertical Distribution of Seismic Forces " k" hx exponent based on Ta = TaWe of building Weights by Floor Level Level # Wl. Weight Hi: Height (Wi * Hi) *l< Cvx Fx=Cvx * V Sum Wl = 0 00 k Sum Wi * Hi = 0 00 k-ft Total Base Shear Diaphragm Forces : Seismic Design Category "B" to "F" Level # Wi Fi SumFi SunnWi Wpx Weight at level of diaphragm and other structure elements attached to it. Fl Design Lateral Force applied at the level Sum Fl Sum of "Lat, Force" of current level plus all levels above MIN Req'd Force @ Level . . 0,20 * Spg * 1* Wpx MAX Req'd Force @ Level 0 40 * S * I * Wpx Fpx. Design Force @ Level . . . Wpx * SUM(x->n) Fi / SUIVI(x->n) wi, x = Current level, n = Top Level ^SCE7-05 Secton 12 8.1 0.00 k 0 00 k ASCE 7-05 Section 12 8 3 Sum Story Shear Sum Story Moment 0 00 k Base Moment = 0 0 k-ft ASCE 7-05 9 52 6 4.4 Fpx ft- pui= "^'"f^ ^^^^ Wood Beam Description: GLB 1 (Grid B 9) File E LProjects\2012\P12-171 0 Five Guys Carlsbad CA\Erigineenng\Calculations\Enercalc files\p12_171 ec6 L ENERCALC.iNC 1983-2012,Build61211 5,Ver61211.5 I Licensee : MEYER BORGMAN JOHNSON CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2009 Wood Species Wood Grade DF/DF : 24F - V4 Fb- Fb- Fc- Fc- Fv Ft Tension Compr PrII Perp Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 2,400.0 psi 1,850 0 psi 1,650.0 psi 650.0 psi 265 0 psi 1,100.0 psi E • Modulus of Elasticity Ebend- xx Eminbend - xx Ebend-yy Emmbend - yy Density 1,800.0ksi 930.0 ksi 1,600.0ksi 830 Oksi 32.210 pcf D(0.l9(i^.144) 5.125x22.5 Span = 37.0 ft Applied Loads Service loads entered Load Factors will be applied for calculations Uniform Load. D = 0 0150, L = 0.0180 ksf, Tributary Width = 8.0 ft, (Roof) Point Load D = 2.80 k @ 18 50 ft, (Mechanical) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for ttiis span fb: Actual FB • Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection IVlax Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.993:1 5.125x22.5 2,115.47psi 2,129.67psi +1.111D+L+H f 18 500tt r —J 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 Design OK 0.304 :1 5.125x22.5 80.64 psi 265.00 psi +1111D+L+H 35 245 ft Span # 1 0 698 in FJatio = 0.000 in Ratio = 1.865 in Ratio = 0.000 in Ratio = 636 0 <360 238 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span # M V Cd c FW ' I 'f ' m fb F'b V fv F'v 0 00 0 00 0,00 3 79 49 27 265 00 0 00 0,00 0.00 6 20 80 64 . 26500 0 672 0 186 1 00 DOnly Length = 37 0 ft 1 +1 111D+L+H Length = 37 Oft 1 0 993 0 304 1.00 Overall Maximum Deflections - Unfactored Loads 0 89 0.89 0 89 100 100 100 100 100 100 100 100 100 1.00 100 1 00 100 100 100 51 59 1,431 64 76 23 2,115 47 0 00 2129,67 0 00 2129 67 Load Combination D+L ~ Span Max "-" Defl Location in Span Load Combination Max "+" Defl Location in Span 1 8650 18 635 0 0000 OOOO Wood Beam File E \_Pro)ects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculalions\Enercalc files\p12 171 ec6 b • . . ENERCALCINC 1983-2012, Build 6 12 11 5, VerS 1211 5 | IUc.# : KW-06003077 Licensee : MEYER BORGMAN JOHNSON Description: GLB 1 (Gnd B 9) Vertical Reactions • Unfactored . - ' Support notation • Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 6 284 3 620 2 664 6 284 6 284 3 620 2 664 6 284 File E \_Projects\2012\P12-171 0 Five Guys Cartsbad CA\Engineering\Calculalions\Enercalc fi!es\p12_171 ec6 L ENERCALCINC 1983-2012, Build 6 1211 5, Ver 6 12 11 5 I Licensee : MEYER BORGMAN JOHNSON Wood Beam Description: GLB 2 (Gnd C 5) CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method . Allowable Stress Design Load Combination IBC 2009 Wood Species Wood Grade , DF/DF .24F - V4 Fb- Fb- Fc- Fc- Fv Ft Tension Compr Prll Perp Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 2,400.0 psi 1,850 Ops! 1,650.0 psi 650.0 psi 265.0 psi 1,100 0 psi £; Modulus of Elasticity Ebend- xx Eminbend • Ebend-yy Eminbend • Density XX yy 1,800.0l<si 930 Oksi 1,600.0 ksi 830.0ksi 32.210 pcf D(0.09^ft^d.1232) 1 T T t 1 -i' -4 5.125x21 Span = 37.0 ft Applied Loads Service loads entered Load Factors will be applied for calculations Uniform Load: D = 0,0150, L = 0 01925 ksf. Tributary Width: Point Load : D = 2,70 k @ 18.50 ft, (Mechanical) DESIGN SUMMARY „ 6.40 ft, (Roof) Maximum Bending Stress Ratio Section used for thiis 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 0.997: 1 5.125x21 2,136 99psi 2,144.42 psi +1.111D+L+H /)V 18 500ft ^-J Span#1 0.734 in 0.000 in 2.001 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 = 604 Rabo = 0 <360 Ratio = 221 Ratio = 0 <180 Design OK 0.283 . 1 5.125x21 74.98 psi 265 00 psi +1.111D+L+H 35 380 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C pyy/ C| ^ m c, CL M fb F'b V fv F'v DOnly 0 00 0 00 0 00 0 00 Length = 37 0 ft 1 0.683 0174 1 00 0 89 1 00 1 00 1.00 1,00 100 46.00 1,465 37 2144 42 3 30 45 00 265 00 +1 111D+L+H 0.89 100 1.00 1.00 1 00 1 00 0.00 0 00 0 00 0 00 Length = 37 0 ft 1 0 997 0 283 1.00 0 89 1.00 1.00 100 100 1.00 67 08 2,136.99 2144 42 5.38 74.98 265.00 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max "-" Defl Location in Span Load Combination Max. '+" Defl Location in Span D+L 1 20013 18 635 0 0000 OOOO Wood Beam File E LProjeclsU012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculafions\Enercalc files\p12_171 ec6 j| '_ ' ENERCALCINC 1983-2012, Build61211 5,Ver61211.5 | lLic.#: KW-06003077 Licensee : MEYER BORGMAN JOHNSON Description : GLB 2 (Gnd C 5) Vertical Reactions • Unfactored Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.405 DOnly 3,126 LOnly 2 279 D-tL 5 405 5 405 3126 2 279 5 405 File E \^Projects\2012\P,12-171 0 Five Guys Carlsbad CA\Engineenng\Calculalions\Enercalc files\p12_171 ec6 L ENERCALCINC 1983-2012,Build612115,Ver612115 I Licensee : MEYER BORGMAN JOHNSON Wood Beam Description : GLB 3 (Grid D) CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method: Allowable Stress Design Load Combination IBC 2009 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral-torsion buckling DF/DF .24F - V4 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E: Modulus of Elasticity XX Ebend-xx Eminbend Ebend-yy Eminbend - yy Density 1,800.0ksi 930.0 ksi 1,600.0ksi 830.0ksi 32 210pcf 1232) 1 T 1 i It''isw-' i -K,#3i;t/f-I'S'-fC,}*,?-,* :f''i'fyi,i%'i 5.125x22.5 Span = 37.0 ft Applied Loads Service loads entered Load Factors will be applied for calculations Uniform Load: D = 00150, L = 0.01925 ksf, Tributary Width = 6 40 ft, (Roof) Point Load , D = 3 60 k @) 18 50 ft, (Mechanical) 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 0.99S 1 5.125x22.5 2,118.22psi 2,129 67psi +1.111D+L+H ^ 18 500ft C-^ Span # 1 0.597 in 0 000 in 1 816 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 = 744 Ratio = 0 <360 Ratio = 244 Ratio = 0 <180 Design OK 0.287 :1 5.125x22.5 76 08 psi 265 00 psi +1,111D+L+H 35 245 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span# M Cd C FA/ ' I ' m t fb Fb D Only 0 00 Length = 37.0 ft 1 0 720 0 186 1 00 0 89 1 00 1 00 1 00 1 00 1.00 55.25 1,533 16 2129 67 +1.111D+L+H 089 1,00 1,00 1 00 1 00 1 00 000 Length = 37 Oft 1 0 995 0 287 1 00 0 89 1 00 1 00 1 00 1.00 1 00 76 33 2,118 22 2129.67 Overall Maximum Deflections • Unfactored Loads V fv Fv 0 00 0 00 0 00 3 79 49 24 265 00 0 00 0 00 0 00 5 85 7608 265.00 Load Combination Span Max "-" Defl Location in Span Load Combination Max "+"Defl Location in Span D+L 1 1 8155 18.635 0 0000 OOOO Wood Beam • File E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineenng\Calculations\Enercalc files\p12J 71 ec6 k ENERCALCINC 1983-2012, Build6 12 11 5, Ver6 12 11 5 | 1 Lie. # : KW-06003077 Licensee : MEYER BORGMAN JOHNSON Description • GLB 3 (Grid D) Vertical Reactions • Unfactored Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5 855 D Only 3 576 L Only 2.279 D+L 5 855 5.855 3.576 2 279 5 855 Wood Beam Description- GLB 4 (Grid D 4) File E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculations\Enercalc files\p12_171 ec6 L ENERCALCINC 1983-2012, Build 6 12116, Ver61211 6 I Licensee : MEYER BORGMAN JOHNSON CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2009 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral-torsion buckling DF/DF 24F - V4 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E • Modulus of Elasticity Ebend-xx Eminbend-XX Ebend-yy Eminbend - yy Density 1,800 Oksi 930.0 ksi 1,600.0 ksi 830.0 ksi 32.210 pcf D(0.l9i^^.144) T - T 1 1 ,#v.>;'v i 2 Applied Loads 5.125x22.5 Span = 37.0 ft Service loads entered Load Factors will be applied for calculations Uniform Load . D = 0 0150, L = 0 0180 ksf, Tnbutary Width = 8 0 ft, (Roof) Point Load • D = 2 80 k @ 18 50 ft, (Mechanical) 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-i-Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.993 1 5.125x22.5 2,115.47psi 2,129.67psi +1.111D+L+H f 18 500ft <Lo Span # 1 0 698 in 0 000 in 1.865 in 0.000 in Maximum Shear Stress Ratio Section used for ttiis span fv Actual Fv • Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = 636 Ratio = 0 <360 Ratio = 238 Ratio = 0 <180 Design OK 0.304 : 1 5.125x22.5 80.64 psi 265.00 psi +1 111D+L+H 35 245 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span# M V Cd C F/V ' I ' m fb F'b D Only 0 00 Length = 37 Oft 1 0672 0 186 1 00 0 89 1 00 1 00 1 00 1.00 1.00 51 59 1,431 64 2129 67 +1111D+L+H 0 89 1 00 1 00 1 00 1 00 1.00 0 00 Length = 37 Oft 1 0 993 0 304 1 00 0.89 1,00 1.00 1.00 1.00 1.00 76.23 2,115 47 2129 67 Overall Maximum Deflections - Unfactored Loads V fv F'v 0 00 0 00 0 00 3 79 49 27 265 00 0 00 0.00 0 00 6 20 80 64 265 00 Load Combination Span Max."-" Defl Location in Span Load Combination Max "+" Defl Location in Span D+L 1 1.8650 18 635 0 0000 OOOO Wood Beam File' E \_Pro)ects\2012\P12-171 0 Five Guys Carlsbad CA\Engineenng\Calculations\Enercalc files\p12 171 ec6 b • ^ ENERCALC INC 1983-2012, Build 61211 5, Ver 6 1211 5 ^ 1 1 Lie. #: KW-06003077 Licensee : MEYER BORGMAN JOHNSON Description • GLB 4 (Gnd D 4) Vertical Reactions -Unfactored Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 6 284 3 620 2 664 6 284 6.284 3 620 2.664 6 284 Wood Beam Lie. # : KW-06003077 File E \_Proiects\2012\P12-171.0 Five Guys Carlsbad CA\Engineenng\Calculalions\Enercalc files\p12_171 ec6 L - ENERCALCINC 1983-2012,Build612115,Ver612115 I Licensee : MEYER BORGMAN JOHNSON Descnption: GLB 5 (Gnd D 8) CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method . Allowable Stress Design Load Combination JBC 2009 Fc- DF/DF Fc - 24F - V4 Fv Ft Beam Bracing . Beam is Fully Braced against lateral-torsion buckling Wood Species Wood Grade Fb - Tension Fb - Compr Prll Perp 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E: Modulus of Elasticity Ebend-xx Eminbend • Ebend- yy Eminbend • Density XX yy 1,800.0ksi 930.0 ksi 1,600 Oksi 830 Oksi 32.210 pcf D(0.093f^)iL^i).12125) T T i'SiSh-5,'' 3.125x24 Span = 37.0 ft Applied Loads Service loads entered Load Factors will be applied for calculations Uniform Load D = 0 0150, L = 0 01940 ksf, Tnbutary Width = 6.250 ft, (RooO Point Load D = 1 60 k @ 18 50 ft, (Mechanical) 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 0.990 1 3.125x24 2,200 62 psi 2,223.28psi -1 111D+L+H f 18 500ft Span # 1 0.794 in 0.000 in 1.860 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 = 559 Ratio = 0 <360 Ratio = 238 Ratio = 0<180 Design OK 0.350 . 1 3.125x24 92.65 psi 265 00 psi +1 111D+L+H 35 109 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span# M V Cd c FA/ ' I ' m t fb F'b D Only 0 00 Length = 37 Oft 1 0 617 0 198 1 00 0 93 1 00 1 00 1 00 1.00 1.00 34 27 1,370 66 2223 28 +1.111D+L+H 093 1 00 1 00 1 00 1 00 1.00 000 Length = 37 Oft 1 0990 0 350 1 00 093 1.00 1.00 1.00 1.00 1.00 55 02 2,200,62 2223 28 Overall Maximum Deflections • Unfactored Loads V fv F'v 000 000 000 2 62 52 38 265 00 0 00 0 00 0 00 4 63 92 65 265 00 Load Combination Span Max "-" Defl Location in Span Load Combination Max "+" Defl Location in Span D+L 1 8600 18 635 0 0000 OOOO Wood Beam File E \_Projecls\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculalions\Enercalc files\p12_171 ec6 j| . ENERCALC INC 1983-2012, Build 61211 5, Ver 6 12 11 5 | 1 Lie. # : KW-06003077 Licensee : MEYER BORGMAN JOHNSON Description. GLB 5 (Grid D 8) Vertical Reactions • Unfactored Support notation . Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 4 778 2 534 2 243 4 778 4 778 2 534 2 243 4.778 Wood Beam Description' GLB 6 (Grid 3) File E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculalions\Enercalc files\p12_171 ec6 L ENERCALCINC 1983-2012, Build 61211 5, Ver:61211 5 I Licensee : MEYER BORGMAN JOHNSON CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set: IBC 2009 Material Properties Analysis Method : Allowable Stress Design Load Combination JBC 2009 Wood Species Wood Grade Beam Bracing Fb - Tension 2,400.0 psi Fb-Compr 2,400.0 psi Fc-Prll 1,650 0 psi Fc-Perp 650.0 psi Fv 265 0 psi Ft 1,100.0 psi : Beam is Fully Braced against lateral-torsion buckling . Modulus of Elasticity Ebend-XX 1,800.0 ksi DF/DF :24F - V8 Eminbend - xx Ebend- yy Eminbend - yy Density 930 Oksi 1,600.0ksi 830.0 ksi 32 210pcf D(2.D^.i^.95) D(3D^.&^.78) 5.125x18 Span = 20.50 ft Applied Loads Service loads entered Load Factors will be applied for calculations Point Load : D = 2.930, L = 2 950 k @ 4,50 ft, (Beami) Point Load . D = 3 750, L = 3.780 k (SJ 12,50 ft, (Beam2) Point Load • D = 0 450 k @ 4 50 ft, (Mechanical) Point Load • D = 0 450 k @ 12 50 ft, (Mechanical) 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 0.994 1 5.125x18 2,296.63psi 2,310.20psi +1 111D+L+H 12 495ft ^p-^Span#1 0 372 in 0 000 in 0 790 in 0 000 in Maximum Shear Stress Ratio Section used for ttiis span fv: Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs Design OK 0.523 • 1 5.125x18 138 69 psi 265 00 psi +1,111D+L+H 0.000 ft Span # 1 Ratio: Ratio: Ratio : Ratio •• 661 0 <360 311 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shffar ValuaB Span# M V Cd c FW t F'b V fv Fv 0.00 0 00 0 00 4.75 77.27 265 00 0 00 0 00 0 00 8 53 138 69 265 00 DOnly Length = 20 50 ft 1 0 551 0 292 1 00 0 96 1 00 1 00 1.00 1 00 1.00 +1111D+L+H 096 1 00 1 00 1 00 1 00 1 00 Length = 20 50 ft 1 0.994 0 523 1.00 0.96 1.00 1 00 1.00 1 00 1 00 Overall Maximum Deflections • Unfactored Loads 29 35 52 97 1,272 67 2,296 63 0.00 2310 20 0 00 2310 20 Load Combination Span Max "-" Defl Location in Span Load Combination Max "+" Defl Location in Span D+L 1 0,7895 10 325 0 0000 OOOO Wood Beam File E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculalions\Enercalc files\p12_171 ec6 b ENERCALC, INC 1983-2012, Build 6 12 11 5, Ver6 1211 5 | 1 Lie. # : KW-06003077 Licensee : MEYER BORGMAN JOHNSON Description : GLB 6 (Gnd 3) Vertical Reactions • Unfactored Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 8 055 4 277 3 778 8 055 6 255 3 303 2 952 6 255 Wood Beam Description : Typical 2x6 with uniform load File E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculalions\Enercalc files\p12_171 ec6 ENERCALC, INC 1983-2012, Build 612 11 5, Ver 61211.5 Licensee : MEYER BORGMAN JOHNSON CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set. IBC 2009 Material Properties Analysis Method • Allowable Stress Design Load Combination IBC 2009 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 - Larch No.1 1,000.0 psi 1,000 0 psi 1,500.0 psi 625 0 psi 180.0 psi 675.0 psi E • Modulus of Elasticity Ebend-xx 1,700 Oksi Eminbend-XX 620.0 ksi Density 32 210 pcf Repetitive Member Stress Increase D(0.04) T D(0.03fL(0.04) 1 i t i Applied Loads 2x6 Span = 8.0 ft Service loads entered. Load Factors will be applied for calculations Uniform Load' D = 00150, L = 0.020 ksf, Tnbutary Width = 2 0 ft, (Roof) Uniform Load: D = 0 040, Tributary Width = 1,0 ft, (Mechanical) DESIGN SUMMARY Design OK 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 i.ooa 1 2x6 1,495 00 psi 1,495.00psi +1 111D+L+H ^ 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 0.424 : 1 2x6 76 27 psi 180.00 psi +1 111D+L+H 7,562 ft Span # 1 0.105 in Ratio = 0 000 in Ratio = 0.288 in Ratio = 0.000 in Ratio = 915 0 <360 332 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span* M V Cd c F/V ' I ' m t M fb F'b D Only 0 00 Length = 80ft 1 0 660 0 280 1 00 1 30 1 00 1 15 1 00 1 00 1 00 0 62 987 23 1495 00 +1 111D+L+H 1 30 1,00 1 15 1 00 1.00 1 00 0 00 Length = 8.0ft 1 1.000 0,424 1.00 1.30 1,00 1 15 1 00 1.00 1.00 094 1,495,00 149500 Overall Maximum Deflections - Unfactored Loads V fv Fv 0 00 0 00 0 00 0 28 50 37 180 00 0 00 0 00 0 00 0 42 76 27 180 00 Load Combination Span Max."-" Defl Location in Span Load Combination Max "+" Defl Location in Span D+L 1 0 2884 4 029 0 0000 OOOO Wood Beam File E \ Pro)ects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculalions\Enercalc files\p12 171 ec6 L ENERCALCINC 1983-2012, Build 612 11 5, Ver6 12 11 5 | 1 Lie. # : KW-06D03077 Licensee : MEYER BORGMAN JOHNSON Description : Typical 2x6 with uniform load Vertical Reactions -Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 0 440 0 280 0160 0.440 0,440 0 280 0160 0 440 File E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculations\Enercalc files\p12J71 ec6 L ENERCALCINC 1983-2012,Build612115,Ver612115 I Licensee : MEYER BORGMAN JOHNSON Wood Beam Description; Typical 2x6 with point load CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set • IBC 2009 Material Properties Analysis Method: Allowable Stress Design Load Combination JBC 2009 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc - Pril Fc - Perp Fv Ft : Beam is Fully Braced against lateral-torsion buckling Douglas Fir - Larch No.1 1,000.0 psi 1,000.0 psi 1,500.0 psi 625.0 psi 180 0 psi 675.0 psi • Modulus of Elasticity Ebend-XX 1,700 Oksi Eminbend-XX 620 Oksi Density 32 210pcf Repetitive Member Stress Increase D(0.'i^;L[^.04) Applied Loads 2x6 Span = 8.0 ft Service loads entered Load Factors will be applied for calculations Uniform Load • D = 0 0150, L = 0 020 ksf. Tributary Width = 2 0 ft, (Roof) Point Load • D = 0.160 k (53 4.0 ft, (Mechanical) 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 LOOtt 1 2x6 1,495 00 psi 1,495.00 psi +1 111D+L+H 4 000ft Span # 1 0 105 in 0.000 in 0.267 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 = 915 Ratio = 0 <360 Ratio = 359 Ratio = 0 <180 Design OK 0.354 : 1 2x6 63.65 psi 180 00 psi +1,111D+L+H 7.562 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span* M V • F/V • I 'm t fb F'b D Only 0 00 Length = 80ft 1 0.660 0.210 1 00 1.30 1.00 1.15 1 00 1 00 1.00 0 62 987 23 1495 00 +1111D+L+H 1 30 1 00 1 15 1 00 1 00 1 00 000 Length = 80ft 1 1 000 0 354 1 00 1 30 1 00 1.15 1 00 1 00 1 00 0 94 1,495 00 1495 00 Overall Maximum Deflections • Unfactored Loads V fv F'v 0.00 0 00 0 00 0 21 37 75 180 00 0 00 0 00 0 00 0 35 6365 180.00 Load Combination Span Max "-" Defl Location in Span Load Combination Max "+" Defl Location in Span D+L 1 0 2674 4 029 0 0000 OOOO Wood Beam File E LProjects\2012\P12-171 0 Five Guys Carlsbad CA\Engineenng\Calculations\Enercalc files\p12_171 ec6 L 2 ENERCALC INC 1983-2012, Build 612 11.5, Ver 61211 5 | 1 Lie. #: KW-06003077 : Licensee : MEYER BORGMAN JOHNSON Description: Typical 2x6 with point load Vertical Reactions - Unfactored ; Support notation. Far left IS #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 0 360 0 200 0160 0 360 0 360 0 200 0160 0 360 Wood Beam Description : Typical 4x6 with uniform load File E V.Pro)ects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculations\Enercalc files\p12_171 ec6 L ENERCALCINC 1983-2012,Build61211 5, Ver61211 5 I Licensee : MEYER BORGMAN JOHNSON CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set. IBC 2009 Material Properties Analysis Method : Allowable Stress Design Load Combination JBC 2009 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 - Larch No 1 1,000.0 psi 1,000.0 psi 1,500.0 psi 625.0 psi 180.0 psi 675.0 psi E.' Modulus of Elasticity Ebend-XX 1,700 Oksi Eminbend-XX 620 Oksi Density 32.210 pcf D(0.082) 1 1 D(0 06)*L(0.08) i t i i ft.-t %'}4JS^X Ai^A^*:' Applied Loads 4x6 Span = 8.0Jt_ ^ ^ „ ^ _ Service loads entered Load Factors will be applied for calculations Uniform Load: D = 00150, L = 0.020 ksf, Tnbutary Width = 4,0 ft, (Roof) Uniform Load : D = 0 0820 , Tributary Width = 1.0 ft, (Mechanical) 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 0.99S 1 4x6 1,293 52 psi 1,300.00psi +1 111D+L+H 4.000ft Cj) ~^ Span # 1 0.090 in Ratio • 0 000 in Ratio • 0 249 in Ratio = 0.000 in Ratio = Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs 1067 0 <360 384 0 <180 Design OK 0.367 : 1 4x6 65 99 psi 180 00 psi +1 111D+L+H 7 562 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span# M Cd c FA/ ' I ' m t M fb F'b V fv F'v 0 00 0 00 0 00 0 56 43 79 180 00 0 00 0.00 0.00 0 85 65 99 180 00 0 660 0.243 1 00 DOnly Length = 8 0 ft 1 +1111D+L+H Length = 8.0 ft 1 0 995 0 367 1 00 Overall Maximum Deflections • Unfactored Loads 130 1 30 1 30 100 100 1 00 100 100 1 00 100 100 1 00 100 1 00 100 100 1.00 100 126 190 0 00 858 28 1300 00 0 00 1,293 52 1300 00 Load Combination Span Max "-" Defl Location in Span Load Combination Max."+" Defl Location in Span D+L 1 0 2495 4 029 0 0000 OOOO Wood Beam File E \_Proiects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculalions\Enercalc files\p12J71 ec6 U • ^ • ENERCALCINC 1983-2012, Build612 11 5, Ver612 11 5 | 1 Lie. #: KW-06003077 Licensee : MEYER BORGMAN JOHNSON Description • Typical 4x6 with uniform load Vertical Reactions - Unfactored Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 0 888 0 568 0 320 0888 0 888 0 568 0 320 0888 Wood Beam Lie. #: KW-06003077 File' E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculations\Enercalc files\p12_171 ec6 U ENERCALCINC 1983-2012, Build 6 1211 5, Ver 61211 5 I Licensee : MEYER BORGMAN JOHNSON Description : Typical 4x6 with point load CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-10 Load Combination Set. IBC 2009 Material Properties Analysis Method ; Allowable Stress Design Load Combination JBC 2009 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 - Larch No 1 1,000 0 psi 1,000.0 psi 1,500 0 psi 625.0 psi 180 0 psi 675.0 psi £; Modulus of Elasticity Ebend-XX 1,700 Oksi Eminbend-XX 620 Oksi Density 32.210 pcf D(0.TOi-^^.08) 1 ,&^^^^^^$M^fi^$'^ t^^^f^i^Mi^tWt WMM^ij^'^ii^:^' Applied Loads 4x6 Span = 8.0 ft Service loads entered Load Factors will be applied for calculations Uniform Load. D = 0.0150, L = 0.020 ksf, Tributary Width: Point Load : D = 0 320 k @, 4 0 ft, (Mechanical) DESIGN SUMMARY 4 0 ft, (Roof) 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 0.986 1 4x6 1,281.43psi 1,300.00psi +1 111D+L+H * 4 000ft ^l-D-'-SpanSI 0.090 in 0 000 in 0 229 in 0 000 in Ratio •• Ratio •• Ratio •• Ratio •• Maximum Shear Stress Ratio Section used for this span fv: Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs 1067 0 <360 418 0 <180 Design OK 0.303 : 1 4x6 54.56 psi 180.00 psi +1,111D+L+H 7.562 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Max Stress Ratios Moment Values Shear Values Span# M V Cd c FA/ ' I 'm fb Fb V fv F'v 0 00 0 00 0 00 0 42 32.35 180 00 0 00 0 00 0 00 0 70 54.56 180 00 DOnly Length = 8 Oft 1 0 651 0 180 1 00 1,30 1.00 1.00 1 00 1.00 1.00 +1111D+L+H 1 30 1 00 1 00 1 00 1 00 1 00 Length =8 Oft 1 0 986 0 303 1 00 1 30 1 00 1.00 1 00 1 00 1 00 Overall Maximum Deflections • Unfactored Loads 1 24 0 00 846 20 1300 00 000 1,281 43 130000 Load Combination Span Max "-" Defl Location in Span Load Combination Max "+" Defl Location in Span D+L 1 0 2292 4.029 0 0000 OOOO Wood Beam "File E \_Projects\2012\P12-171 0 Five Guys Carlsbad CA\Engineering\Calculations\Enercalc files\p12_171 ec6 b ENERCALCINC 1983-2012, Build 61211 5, Ver 6 12 11 5 | 1 Lie. # : KW-06003077 . y Licensee : MEYER BORGMAN JOHNSON Description : Typical 4x6 with point load Vertical Reactions - Unfactored Support notation • Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum DOnly LOnly D+L 0 720 0 400 0 320 0 720 0 720 0 400 0 320 0 720 Mech Unit Seismic Anchorage: ASCE 7-05 - Section 13.3.1 ap= 2 5 Sds= 0.793 Fp = ((0.4*ap*Sds*Wp)/(Rp/lp))*(l+2*(z/h)) Wp = (See table below) Rp= 6 Fp= 0 278 *Wp (S) lp= 1 Fp= 0 397 *Wp (F) z= 20 ft h= 20 ft Mech Unit Specs. Fp = 1.6*Sds*lp*Wp Fp = 0 3*Sds*lp*Wp Wp h I Fp Fp (not greater than) Fp (not less than) Mot Mr 1400 40 49 555.1 1776.3 333.1 11102 0 20580.0 OK * No attachment to mech units are required to resist overturning but will be provided by mech unit installer. * Also provided 4 attachments to existing roof deck to resist shear forces. (150 lb minmum capacity per attachment) Summary 1. GLBl Can support an additional load of 2.8 Kips - O.K. 2. GLB 2 Can support an additional load of 2.7 Kips - O.K. 3. GLB 3 Can support an additional load of 3.6 Kips - O.K. 4. GLB 4 Can support an additional load of 2.8 Kips - O.K. 5. GLB 5 Can support an additional load of 1.6 Kips - O.K. 6. GLB 6 Can support an additional load of 0.45 Kips at each GLB Intersection - O.K. 7. 2x6 Subpuriins Can support an additional load of 320# if loaded uniformly Can support an additional load of 160# if point load at midspan 8. 4x6 Subpuriins Can support an additional load of 650# if loaded uniformly Can support an additional load of 320# if point load at midspan 9. If any subpurlin is cut through for an opening, provide additional subpuriins of same size surrounding the opening and at the remaining supports. See below: 10. If any unit has an opening tha(t does not cut through an existing subpurlin, surround the unit on a minimum of two sides. See below: W f 11. At heavy units, provide additional subpuriins around parameter V^^^ "^^"^ ^pu.H:n tiJU wm 7 ''MU ^ CITY CARLSBAD O F PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This Project Address: Permit No.: / ^ P^OJ^ Information provided below refers to worh being done on the al>ove mentioned pennit only. form must be cowpleteJ ond returned to the Building DiYision before the permit ccn be issued. Building Dept. Fax: (760) 602-8558 Number of new; or relocated fixtures, traps, or floor drains : 7o New building jevwer line? Ves No X Number of new roof drains? .„.. „ install/alter water line? /gf Number of new water heaters? „ „ , / Number of new, relocated or replaced gas outlets? „ O Number of new hose bibs? „... 0 I ff- Tenant Improvement/Remodels: Number of Panels (Inyolved In this project) —2 Amps per panel (involved In thh project) Remodel only - (relocate/add outlets/switches) Ve5_ y No New Construction: Number of new panels or subpanels? Amps per Panel: Single Phase —, Number of new amperes Three Phase „ Number of new amperes Three Phase 480 Number of new amperes Number of new fumaces, A/C, or heat pumps? ^ New or relocated duct wort?? Ves X No Numijer of new fireplaces? C> Number of new exhaust fans? 3 Relocate/Install vent? , Number of new exhaust hoods? 2- Number of new boilers or compressors? Number of HP , C) B-18 Page 1 of 1 Rev. 03/09 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Business Contact Telephone # Project Address City state <::l^ Zip Code APIM# ^f5- o^o-ie>-oc> Mailing Address City state \/N Zip Code Plan File* Project Contact Telephone # The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS IWATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous matenals If any of the items are circled, applicant must contact the Fire Protection Agency with junsdiction pnor to plan submittal Facility's Square Footage (including proposed project): Occupancy Rating: 1 Explosive or Blasting Agents 5 Organic Peroxides 9 Water Reactives 13 Corrosives 2 Compressed Gases 6 Oxidizers 10 Cryogenics 14 Other Health Hazards 3 Flammable/Combustible Liquids 7 Pyrophoncs 11 Highly Toxic or Toxic Materials 15 None of These 4 Flammable Solids 8 Unstable Reactives 12 Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS IHMD): If the answer to anv of the questions is yes, applicant must contact the County of San Diego Hazardous Matenals Division, 5500 Overland Ave , Suite 110, San Diego, CA 92123 Call (858) 505-6700 pnor to the issuance of a building perniit FEES ARE REQUIRED Project Completion Date Z- / l^/ Expected Date of Occupancy 3 YES • CalARP Exempt I Date Initials • CalARP Required / Date Initials • CalARP Complete I Date Initials I /13> NO (for new construction or remodeling projects) Is your business listed on the reverse side of this form' (check all that apply) 2 • Will your business dispose of Hazardous Substances or Medical Waste in any amount' 3 • \3i Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity' 4 • IJ Will your business use an existing or install an underground storage tank' 5 • Will your business store or handle Regulated Substances (CalARP)' 6 • BOWill your business use or install a Hazardous Waste Tank System (Title 22, Article 10)' 7 • Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons' (California's Aboveground Petroleum Storage Act) PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control Distnct (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 pnor to the issuance of a building or demolition permit Note if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days pnor to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less Contact the APCD for more information YES NO^ 1 • 0 Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant' (See the APCD factsheet at http //www sdapcd orq/info/facts/permits pdf. and the list of typical equipment requinng an APCD permit on the reverse side of this fi'om Contact APCD if you have any questions) • (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)' ^ (Search the California School Directory at htto //www cde ca oov/re/sd/ for public and pnvate schools or contact the appropnate school distnct) 0 Has a survey been performed to determine the presence of Asbestos Containing Matenals' VVill there be renovation that involves handling of any fnable asbestos matenals, or disturbing any matenal that contains non-fi-iable asbestos' Will there be demolition involving the removal of a load supporting structural member' • • • • Bnefly descnbe business activities Bnefly descnbe proposed project I declarQjUijder penalty of perjury that to the best of my knowledge and belief thj ner or Authonzed Agent herein are true and correct tithorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION.. BY FOR OFFICIAL USE ONLY DATE EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box onlv exempts businesses from completing or updating a Hazardous Matenals Business Plan Other permitting requirements may still apply HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERWJIT , , SCREENING SURVEY Date ((126112- Business Name Five <^U.VS gu<^<i\e5g5 FR\^-s> street Addresso?5l'=^ ?^uo<AAigL A^vpjpoPtr RD. Su>^ S.SiA^'ig \oc>. Ci^^'-J&iKo CP< Email Acldress ^A»crT"<^ <2xARK£;iD • <^<^ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) ["^ Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/Milling Painting/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 / Fonning 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 Signatun ENCINA WA Title .Phone Ho.h\H)^ie'\\(£>U TER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX. (760)476-9852 MCKMILLER COUtttP Of Mlt^O ^ ' ELIZABETH POZZEBON Director Assistant DiiBctor DEPARTMENT OF ENV(RONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 9211^-9261 Phone: (619) 338-2222 FAX: (619) 338-2377 / 1 (800) 253-9933 wwwsdcdeh.orq, PLAN APPROVAL SHEET DBA: Five Guys Burgers and Fries DATE: 4/17/2013 SITE: 2519 Palomar Airport Rd. Bldg 5 Suite 100 Carlsbad 92011 PC # FFPP 001015 BUSSINESS OWNER: Five Guys Operations, LLC Plans are approved contingent upon the following: 1) 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 preliminary inspection. In lieu of a plumbing inspection by DEH: a. Floor sinks shall be installed Yi exposed and equipped with an appropriate grill cover if no access is provided for cleaning. b. Drain lines shall slope Vi" 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 V* 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 initially tested upon installation by a certified tester. 6) The operational Health Permit may be applied for after the preliminary inspection. New business owners are encouraged to be present at the time of the final inspection. 7) Owners and/or operators must pass an approved and accredited Food Safety Certification course. Proof of successful completion of this course is to be fiimished at the fmal inspection. 8) 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 38°F 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. 9) An air balance test shall be furnished at the time of the final inspection (for facilities with mechanical exhaust systems). 10) Seal all cracks, gaps and crevices in counters, cabinets, around metal flashing, sink backsplashes, around pipes and conduits with silicone sealant. Plans reviewed by Irma Uvbimgco @ 858-505-6775 CALL 858-505-6660 4 WEEKS 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" CB122502 2519 PALOIVIAR AIRPORT RD 100 5/5(15 A-TX-AJ i^^<C^'brtx>(Litrr ipfc • CV nnai iiu|i. Approved Oate BUILDING PLANNING ENGINEERING FIRE E)q3edite7'^y> N /I-XI-/ AFS Checked by By '7c HazMat APCD Health Forms/Fees Sent Reed Due? Encina Fire HazHealthAPCD School Sewer Stormwater Special Inspecjjon By CFD- Y QN^ LandUse Density ImpArea FY Annex Factor PFF- Comments Date Date Date Date Building Planning Engineering Fire Need? sw • Done • Done • Done • Done • Issued