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1145 CARLSBAD VILLAGE DR; ; CB003998; Permit
03/13/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No. CB003998 Building Inspection Request Lme-(760) 602-2725 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 1145 CARLSBAD VILLAGE DR CBAD Tl Sub Type 1561802600 Lot# $57,680 00 Construction Type 28 Reference # SHELL STATION 2,060 SF IMPROVEMENT COMM 0 NEW Applicant SIPE ALLEN STE 300 9089 CLAIREMONT MESA BLVD SAN DIEGO CA 92123 858278-1161 Status Applied Entered By Plan Approved Issued Inspect Area Owner ~ ~~- SHICK FAMILY TRUST 09-09-93 37550 PINEKNOLCAVE PALM DESERT CA 92211 5784 ISSUED 10/31/2000 MDP 03/13/2001 03/13/2001 03/13/01 0002 03 CGP 02 14570*23 Total Fees $14,854'57 Total Payments Jo Date $284^29 Balance,Due,$14,570 28 Building Permit / ; Add'l Building Permit Fee Plan Check • ',- Add'l Plan Check Fee ! ^ Plan Check Discount V, Strong Motion Fee^ Park Fee '.' LFM Fee \ Bridge Fee \ BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee ^$000 $284^29 $000^ $000, \ $000 $0 00 $0 00 $0 00 $0 00$ooo $000/ ' ; $0 OO $000 ".Meter -Adcl'l j4ecrw"ater/Con ~ Meter Fee J^ SDCWA Fee ,CFD Payoff Fee PFR / /, PFF (CFD Fund) ;. License Taxj '^License Tax (CFD;Fund) ' Trafficlmpact'Fee / Traffic Impact (CFD Fund) sLFMZ\Transportati6n PliUMBING TOTAL -, . ELECTRICAL TOTAL M ECH AN IC AL TOTAL" ; MasterDramage'Fee ' Sewer, Fee (,X Xj Redev, Parking Fee *• TOTAL PERMIT-FEES '. $0 00 '. $0 00 '$000 j $000 $65484 " $604 46 / $0 00 / $000 $^6,599 32 $6,091 68 / $000 $91 00 $2000 $5950 $000 $000 $000 $14,854 57 Inspector FINAL APPROVAL Date ^ T Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions ' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any otrier required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest trie specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any Jees/exactionsjf which you have previouslyjeen given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 "PROJECT INFORMATION, FOR OFFICE USE ONLY PLAN CHECK NO fiCT SiEST VAL Plan Ck Deposit Validated By _ Date Address (include Bldg/Suite #)Business Name {at this address)e>\u- Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use \ Description of Work __ I ^CONTACT* PERSON (if different frdrri applicant)" SQ FT #of Stories # of Bedrooms # of Bathrooms State/Zip Telephone #Fax* Name <K:, < PROPERTY, OWNER !< !~ ] Name Address JT Ll_£- - Address City City State/Zip i f n ., 8 is a j ' H 3031 10 State/Zip Telephone # /3l/Wi W 01 no Telephone-*, ,-,n , i6:7 CONTRACTOR kCOMPANY/NAMEPP^ml!si™lSf!"%$ •( ?!!', !I/ll^'W,? '• ^ V'^''i'-AliW ? ""*>^ ''' ?"' . -V! f8 <3$*'**I^, i ™D j"t '^ >, (Sec 7031 5 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 IChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 155001)l f <<-*! « _.*—. i S A _ •» -^Aue Name * ' Address State License # "/O"Sp^-3 / License Class A- fe O City State/Zip telephone # -^C. (2-11 City Business License # <^^Lj4^LJ^ij^'lJ -L-trt / V ' ' Designer Name Address State License # City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations QJ 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 for which this permit is issued IS"*! have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company S^T/VTcT /-"l/^/^ _ Policy No £>*/£> ~Q_I UtJ i fffiofyj1!!) Expiration Date /~~/"D^2 — (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) PI CERTIFICATE OF_EXEMP_TK)N I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers^ Compensation Laws of California/ I j , '"' / sWARNINGS Failure to secure workers 'compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand oojjars ($100 000), in/addition to/tb«cost of .compensation, damages as provided for in Section 3706 of the Labo/code interest and attorney s fees SIGNATURE DATE [7', JOWNEINBUILDER'DticfoRATIONi''7 I hereby affirm that I am exempt from the Contractor's License Law for the following reason d I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) f~l I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) Q I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement O YES QjNO 2 1 (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / 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 major work {include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated {include name / address / phone number / type of work) ^ DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? £3 YES [~1 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 GJ YES Is the facility to be constructed within 1,000 feet of the outer boundary of a school site7 Q YES M NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT NO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097{i) Civil Code) LENDER'S NAME LENDER'S ADDRESS AP,PUCANT0CERT!FlCATIONi I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate 1 agree to comply with al! City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the/fjuitoifTg Officiafhnder the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is*f1oTco3taienaed witlm 180 daysyrom the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work TS^comnfeoted for a r^nod of Jjierclays (Section 106 4 4 Uniform Building Code) |0/-3p| / 00APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection Dept: Building Engineering.} Planning CMWD Plan Checks Permit # Project Name Address Contact Person Sewer Dist Inspecte^ Bv £" , Inspected Bv Inspected Bv CB003998 SHELL STATION 2,060 SF IMPROVEMENT 1 145 CARLSBAD VILLAGE DR JOHN Phone 7608012377 CA Water Dist CA ~tf? rf Date /^/ /Jd&^J Inspected 5 /^f/C Date Inspected Date Inspected St liite ^Fire^— -y Date Permit Type Subtype. Lot 0 / c_~~*) / Approved Approved Approved 05/29/2001 Tl COMM ~- — ' Disapproved Disapproved Disapproved Comments City of Carlsbad Bldg Inspection Request For 06/01/2001 Permit# CB003998 Title SHELL STATION Description 2,060 SF IMPROVEMENT Inspector Assignment TP Sub Type COMM 1145 CARLSBAD VILLAGE DR Lot 0 Type Tl Job Address Suite Location APPLICANT SIPE ALLEN Owner HELTIBRIDLE FAMILY TRUST 11-13-95 - Remarks Phone 7608012377 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By JOHN Entered By ROBIN Act Comments Associated PCRs Inspection History Date 05/30/2001 05/29/2001 05/24/2001 05/24/2001 05/24/2001 05/24/2001 05/11/2001 05/09/2001 04/04/2001 04/03/2001 04/03/2001 04/03/2001 04/02/2001 03/30/2001 03/30/2001 03/30/2001 Description 89 Final Combo 89 Final Combo 14 Frame/Steel/Boltmg/Welding 19 Final Structural 34 Rough Electric 44 Rough/Ducts/Dampers 84 Rough Combo 84 Rough Combo 17 Interior Lath/Drywall 14 Frame/Steel/Bolting A/Veld ing 17 Interior Lath/Drywall 34 Rough Electric 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric Act NR CO AP we AP AP CO NS AP AP we AP CO PA AP PA Insp TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP Comments CORR NOT COMP SEE NOTICE T-BAR CEIL CEIL LITES DUCTS T-CEIL SEE NOTICE RE-SCHED COMPLETE CORR NOT COMP WALLS (N/INCL WALLS FURRED WALLS City of Carlsbad Bldg Inspection Request For 06/01/2001 ' Permit# CB003998 03/21/2001 11 Ftg/Foundation/Piers 03/21/2001 12 Steel/Bond Beam 03/19/2001 21 Underground/Under Floor 03/19/2001 31 Underground/Conduit-Wiring 03/15/2001 11 Ftg/Foundation/Piers 03/15/2001 12 Steel/Bond Beam 03/14/2001 11 Ftg/Foundation/Piers Inspector Assignment TP WC TP AP TP S O G AP TP AP TP AP TP 2 INT PIERS AP TP CA TP City of Carlsbad Bldg Inspection Request For 05/09/2001 Permit# CB003998 Title SHELL STATION Description 2,060 SF IMPROVEMENT Type Tl Sub Type COMM Job Address 1145 CARLSBAD VILLAGE DR Suite Lot 0 Location APPLICANT SIPE ALLEN Owner HELTIBRIDLE FAMILY TRUST 11-13-95 Remarks AM PLEASE Total Time Inspector Assignment TP Phone 7608012377 Inspector Requested By JOHN Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Associated PCRs Insoection History Date 04/04/2001 04/03/2001 04/03/2001 04/03/2001 04/02/2001 03/30/2001 03/30/2001 03/30/2001 03/21/2001 03/21/2001 03/19/2001 03/19/2001 03/15/2001 03/15/2001 03/14/2001 Description 17 Interior Lath/Drywall 14 Frame/Steel/Boltmg/Weldmg 17 Interior Lath/Drywall 34 Rough Electnc 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 21 Underground/Under Floor 31 Underground/Conduit-Wiring 11 Ftg/Foundation/Piers 12 Steel/Bond Beam 1 1 Ftg/Foundation/Piers Act AP AP we AP CO PA AP PA we AP AP AP AP AP CA Insp TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP Comments COMPLETE CORR NOT COMP WALLS (N/INCL FURRED WALLS WALLS SOG 2 INT PIERS NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE 5/S4/6/ TIME LOCATION PERMIT NO FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT YES PHONE XT/ BUILDING INSPECTOR CODE ENFORCEMENT OFFICER © Jimmy Flood Inspection Service 914 W. 23rd St Upland, CA 91784 (909) 949-4400 " Fax (909) 949-4017 Car Phone (818) 406-4530 - Beeper (818) 898-6321 PAGE, REGISTERED INSPECTOR S ' ' REPORT OF ' Q REINFORCED CONCRETE Q HIGH-STRENGTH BOLTING. Q PRE-STRESSED CONCRETE j^$fuRC_.STEEL ASSEMEJLX- Q REINFORCED MASONRY G RE-BAR WELDING ^ Q SHOP O RE-BAR Q U TAJLTRASOUND 3 FIELD '3 SHOP U T PERMIT NLi. oo PUN FILE NUMBER NEH OR PROJECT NAME '"/ JJ f / ^M,dSJ< * / iT^C ' tESCfllSEJMTl (MIX OESIGH flE 8A£#W OXpOD, *r ETC }ENGINEER GENERAL CONTRACTOfl.(. ;<- / ^>, . ''//*•/CQNTFI DOING REPORTED WORK- u j iNSP'N DATE LOCATIONS Of WORK INSPECTED TEST SAMPLES TAKEN WORK REJECTED JOB PROBLEMS, PROGRESS REMARKS, ETC INCLUDES INFORMATION ABOUT AMOUNTS OF MATERIAL PLACED OR WORK PERCOflMED NUMBER TYPE & IOENT NO 'S OF TEST SAMPLES TAKEN STRUCT CONNECTIONS (WELDS MADE - T BOLTS TORQUED)_CHECKEO ETC "~fr „ rf f / 1/ i s I HEREBY C6RTIFV THAT I HAVE INSPECTED ALL Of THE ABOVE REPORTED WORK UNLESS OTHERWISE SOTEO ANC TO THE 9EST OF MY ABILITY I HAVE f OUND THIS WOPK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS 8 APPLICABLE BUILDING LAWS SIGNATURE OF REGISTERED INSPECTOR DATE OF REPORT T 'd RHR :qn in EsGil Corporation In Partnership with Government for Building Safet) DATE 2/13/01 , Q JURISDICTION City of Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO 00-3998 SET II PROJECT ADDRESS 1145 Carlsbad Village Dr. PROJECT NAME Shell Oil - Revovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes y X] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the remarks below are resolved and checked by buifdmg department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person )K] REMARKS The applicant to carry the plans directJy to the City of Carlsbad and provide the completed Special Inspection Form and third set of plans if necessary By carrying the plans to the City this does not assure a permit will be issued the City may have other correction By Doug Moody Enclosures Esgii Corporation D GA D MB D EJ D PC LOG trnsmtldot 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 In Partnership \\ith Government for Building Safet> DATE 11/9/OO ,.APPk{CANT JURISDICTION City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-3998 SET I PROJECT ADDRESS 1145 Carlsbad Village Dr. PROJECT NAME Shell Oil -Renovation The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck X] The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Allen Sipe 9089 Clairmont Mesa Blvd Suite 300, San Diego, Ca 92123 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Allen Sipe Telephoned 858-278-1161 Date contacted i<|i3/fo(by t^ ) Fax # 858-278-1525 Mail -""Telephone \^ Fax--^ In Person REMARKS By Doug Moody Enclosures Esgil Corporation D GA [H MB D EJ D PC 11/2/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 ^ (858)560-1468 4> Fax (858) 560-1576 City of Carlsbad 00-3998 11/9/00 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO 00-3998 JURISDICTION City of Carlsbad OCCUPANCY M, S-3 USE Retail TYPE OF CONSTRUCTION Unknown ACTUAL AREA 2060 ALLOWABLE FLOOR AREA SPRINKLERS'? Unknown REMARKS DATE PLANS RECEIVED BY JURISDICTION 10/31/00 DATE INITIAL PLAN REVIEW COMPLETED 11/9/00 STORIES 1 HEIGHT OCCUPANT LOAD 23 DATE PLANS RECEIVED BY ESGIL CORPORATION 11/2/00 PLAN REVIEWER Doug Moody FOREWORD (PLEASE READ). This plan review is limited to the technical requirements contained in the Uniform 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 1997 UBC 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 106 4 3, 1997 Uniform 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 for 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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw dot City of Carlsbad OO-3998 11/9/00 Please make alt 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 Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes Business and Professions Code 2 Please provide a window schedule, indicate on the schedule the storefront glazing shall comply with Section 2406 of the UBC 3 Please provide construction details for the gypsum ceiling in the restrooms Please show type, size and spacing of studs Indicate gauge for metal studs Specify manufacturer and approval number or indicate "to be ICBO approved" 4 Provide evidence of Health Department approval where regulated by the local Health Department 5 Please note on the plans "AC Cable is not allowed NM cable is restricted (without City approval) to one and two family dwellings Note on plans that an equipment ground conductor is to be installed in all flexible conduits" Per City of Carlsbad 6 Please provide indicate on the plans the fascia lighting shall be approved for damp location 7 Please note on the plans that all electrical penetrations into the walk-in cooler sfiall be sealed per Section 300-7 of the NEC 8 Please provide equipment schedule information for the roof mounted Air Handlers Please show the existing roof structure able to support the weight of this new equipment 9 Please provide construction plans and details for the roof screening City of Carlsbad 00-3998 11/9/OO 10 Please show on the plans the condensate dram location for the freezer 11 Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1133B 1 12 Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door swings, per Section 1133B 243 a) >12" on the push side, if the door has both a latch and a closer for the rear exit door 13 Provide complete energy designs for the proposed changes in envelope, lighting, and mechanical systems Provide the completed ENV-, LTG-, and MECH- forms showing energy compliance 14 The completed and signed ENV-1, LTG-1, and MECH-1 forms must be imprinted on the plans 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 Q No Q 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 00-3998 11/9/00 ' VALUATION AND PLAN CHECK FEE JURISDICTION City of Carlsbad PLAN CHECK NO 00-3998 PREPARED BY Doug Moody DATE 11/9/00 BUILDING ADDRESS 1145 Carlsbad Village Dr. BUILDING OCCUPANCY M/S3 TYPE OF CONSTRUCTION VN BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 2060 cb Valuation Multiplier 2800 By Ordinance 1 1994 UBC Building Permit Fee "* Reg Mod VALUE ($} r 57,680 57,680 43733 1994 UBC Plan Check Fee Type of Review I I Repetitive Fee Complete Review Structural Only D Other Repeats D Hourly Esgil Plan Review Fee Comments 28426 22741 Sheet 1 of 1 macvalue doc BUILDING PLANCHECK CHECKLIST DATE PLANCHECK NO BUILDING ADDAS' ffLfS PROJECT DESCRIPTION cH ft j \AiJi*** ASSESSOR'S PARCEL NUMBER EST VALUE ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions m this report can result in suspension of permit to build A Right-of-Way permit is required prior to construction of the following improvements DENIAL Please se& the^. attached report of deficiencies marked withJeKMake necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans andfor specifications to this office for review Date Date DateBy FOR OFFICIAL USE ONLY ENGINEERINGFAUTHORIZATIONTO ISSUE BUILDING,PERMIT..I, ' P[ Date MENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHN1EWICZ City of Carlsbad Address 1635 Faraday Avenue, Carlsbad. CA 92Q08 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 H \WORD\DOCS\CHKLST\Bu8ding Plaicheck CWst Form (Generic) doc BUILDING PLANCHECK CHECKLIST SITE PLAN CH CD CH 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow F Right-of-Way Width & Adjacent Streets B Existing & Proposed Structures G Driveway widths C Existing Street Improvements H Existing or proposed sewer lateral D Property Lines I Existing or proposed water service E Easements J Existing or proposed irrigation service D D D 2 Show on site plan A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography C Size, type, 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 D Sewer and water laterals should not be located within proposed driveways, per standardsf / ' 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description 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 (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION H IWOREKDOCSlCHKLSTOdMIng Plancftec* CWst Form (Generic) Hoc BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE D D D 4a Project does not comply with the following Engineering Conditions of approval for Project No __ D D D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D D D 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows , Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Y2" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner{s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS D D 6a AH 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 $75.000. pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the H \WORD\DOCS\CHKLST\8uWing PtofKheCk CWst Form (RIDDLE HARVEY 7-12-OQ) doc BUILDING PLANCHECK CHECKLIST I ST 2ND 3rd checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date D CD D 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Neighborhood Improvement Agreement will include the following CD D CD 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date D D D 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D D D 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) D D D 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H \WOROU3OCS\CHKLST\BulkUng PlancTiec* GUIs! Form (RIDDLE HARVEY 7 12-00} doc BUILDING PLANCHECK CHECKLIST •i ST 2ND 3RD D IHI CH 7d No Grading Permit required D n D 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for D D D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance Industrial Waste permit accepted by Date D D D 10 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first D D D 11 Q Required fees are attached Q No fees required WATER METER REVIEW - D D D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service H \WORWDoCS\CHKLS'nBuadinD Planchech Oils! Forni (Generic) doc 1ST )ND >RD nan 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) AH irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like STA 1+00 Install 2" service and 1 5 meter (estimated 100 gpm) 2 If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for . your reference In general the calculations will include • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection 3 In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H \WORD\DOCS\CHKLST\ButWinu Plancheck Cklst Form (Generic) doc BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D D CD 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority {SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D Q 13 Additional Comments: H-\WORD\DOCS\CHKLST\Bulkllng piancheck CWsl Form (Generic) doc D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Stimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Address Bldg Permit No Prepared by Date Checked by Date EDU^CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units APT CALCULATIONS List types and square footages for all uses 33 of Use ^ Sq Ft/UnitsType Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED. WITHIN CFD D YES (no bridge & thoroughfare fee in District #1 , reduced Traffic Impact Fee) D 1 PARK-IN-LIEU FEE ^FEE/UNIT PARK AREA & # X NO UNITS = $ tf D D % D s " <j 2 TRAFFIC IMPACT FEE 3¥'2> 3 BRIDGE AND THOROUGHFARE FEE ADT's/UNITS 4 FACILITIES MANAGEMENT FEE .A ^ UNIT/SQ FT \P<>TSJ) SEWER FEE EDU's BENEFIT AREA EDU's 6 SEWER LATERAL ($2,500) (DIST #1 DIST #2 X FEE/ADT ZONE X FEE/SO FT /UNIT X FEE/EDU X FEE/EDU DIST #3 ) = $ A -$ &- 5 ^^ = $ = $ • = $ D 7 DRAINAGE FEES PLDA HIGH /LOW ACRES X FEE/AC D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Misforms\Fee Calculation Worksheet Iof2 Rev 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D.. 9 RECLAIMED WATER FEES \ UNITS 'CODE CONNECTION FEE METER FEE••••-, ~~- ^-j / TOTAL OF ABOVE FEES* $ *NOTE. This calculation sheet is NOT a complete fist of all fees which may be due Dedications and Improvements may also be required with Building Permits. C Word\Docs\Misforms\Fee Calculation Worksheet 2 Of 2 Rev 7/14/00 -pu Q2*^t/TL«. &At3 A-y^-<V n>v- p. ^ FEB-r4-20Ql 11 -41AM HA IT AND ASSOCIATES INC TAIT & ASSOCIATES. INC +858 278 1525 T-684 P 001/003 F-221 Letter of Transmittal ARCHITECTS ENGINEERS To Fax Phone Subject CITY OF CARLSBAD 1635 Faraday Avenue Carlsbad, CA 92008 1(760)602-8558 (760) 602-2700 Square Footage/ Previous Conv. Store Attn Job# Date. Architecture • Engineering • Planning Joanne Juchniewicz Plan Check No 00-3998 Job No SH946-1145 Carlsbad Village Dr., Carlsbad CA Wednesday, February 14, 2001 D Sepias Bluelmes D Copies DDisk Other WE ARE SENDING YOU- D Mylars D Vellums VIA O US Mail D Cal Overnight D Fed Exp D Cert,Mail D Messenger • FAX (3) Pages (Incl Cover) FOR YOUR • Request File(s)D Approval Use D Signature D Attention D Other ORIGINAL • PRINTS D Preliminary D Revised D Final D Signed U Stamped • Other Joanne: Here is the area of the existing building, which was previously utilized for a convenience store, which you requested in order to give us a credit toward our fees for the above-mentioned project involving a new & larger convenience store area The drawings approved by Esgtl for this project should have been hand- delrvered yesterday for you to be able to estimate this new convenience store area. Please feel free to contact me at (858)278-1161 if you need any other information, or have any additional questions regarding this. Thanks Sincerely, cc. Job File Phi! Wilson TAIT & Associates, Inc !f this transmission appears incomplete or incorrect, please notify our office immediately 9089 Clairemont Mesa Blvd Suite 300 • San Diego, California 92123 • (858)278-1161 • (858)278-1525 fa* Regional Offices Santa Ana • Concord • Sacramento • Phoenix • Tucson www.TAIT com PEB-H-Z001 II-42AM FROM-TAIT AND ASSOCIATES INC +858 278 1525 T-684 P 003/003 F-221 PREVIOUS CONVENIENCE FOOTAGE 115 3 F CONVENIENCE STORE Y AS BUILT/^bgMOUTION FLOOR PLAN north 6\ \\ KB-14-20Q1 11:41 AM FROM-TAIT AND ASSOCIATES INC +858 278 1525 T-684 P OOZ/003 F-221 M Vft PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 00- Planner APN: Address Greg Fisher Phone (760) 602-4629 Type of Project & Use: Zoning- f -f General Plan: Net Project Density. _ Facilities Management Zone DU/AC CFD fin/nut \ Circle One Date of participation:Remaining net dev acres* (For non-residential development: Type of land used created by this permit:*.-i , &•* ^.,^t~?> ). 11. i —_—* ""• -"" Legend: |/\| Item Complete Environmental Review Required: DATE OF COMPLETION: YES Item Incomplete - Needs your action NO TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval: . \ ~*•f,v\f ft *'K H Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES K NO CA Coastal Commission Authority? YES NO >Q If California Coastal Commission Authority Contact them at - 3111 Camino Del Rto North, Suite 200, San Diego CA 92108-1725, {619} 521-8036 Determine status {Coastal Permit Required or Exempt). , > i"; \ Coastal Permit Determination Form already completed? YES NO ' v- If NO, complete Coastal Permit Determination Form now V Coastal Permit Determination Log #: ;_ % v, """ " * , . - -^ ^Follow-Up Actions: 4 j w,t, ^ , ,;. %;; - ^,. -- \v - l"'3'-i ,* ^ > ' \ --- .' '•/ » j ^ -^, - ^ /•*-' i . 1) Stamp Building Plans as "Exempt" or "Coastal.Permit Required" (at minimum Floor Plans). ^ . ^^ -; V J -.^^ 'jf T ' ' r 2 2) Complete^Coastal Permit Determination Log as needed. **• v ^\ADMIN\COUNTER\BldgPlnchkilevChklst r Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance • May 21 1993 } Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CBff, toolbar, Screens, Housing Fees. Construct Housing Y/N Enter Fee UPDATE i * * Site Plan:1-. • *v\ — - — -- * V*..V,. '*•;•''} C \ *\ Provide a fully dimensional site plan drawn to scale. Show. North arrow, property lines, easements, existing and proposed structures, streets?^existing street improvements, right-of-way width, dimensional setbacks ancl/existing topographical lines. 2. Provide legal description of property and Zoning* 1. Setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required 2. Accessory structure setbacks: Front: Required Interior Side Required Street Side: Required Rear: Required Structure separation: Required J 3 Lot Coverage: Required 4. Height: Required 5. Parking. Spaces Required Guest Spaces Required ~~T~ I v Additional Comments ly^ l-PRf ff ^ assessor's parcel number — • Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown QpMOcfdL &MIWW _ /-~) ' (l ^ / \ { ( s Uu ^\\^(y /A — ^ \^^ £> £fy j^t ff c^ M^I/I^JL/£\^Is i 1 [ i J " / \l/k /^ iV , /"\ r~^ ^' fj JA J / ^y^9 f/!ViM --^(^_ r ^^ ee^ /^/VTV^ ^^ ' ' w.s.o/1/Ko^ . ai- ftur. .iv. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H \ADMINVCOUNTER\BldgPlnchkRevChklst DAT! Carlsbad Fire Department 003998 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category: Building Plan Date of Report 11/09/2000 Reviewed by Fire Prevention (760) 602-4660 Name Address City, State Tail & Assoc 9089 Clairemont Mesa Blvd Suite 300 San Diego CA 92123 Plan Checker Job Name Job Address Job # 003998 Shell Oil 1145 Carlsbad Village Dr Bldg # CB003998 Ste or Bldg No Approved The item you have submitted for review has been approved The approval is based on plans, information and / or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Approved The item you have submitted for review has been approved subject to the Subject to attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FDJob# 1st 2nd 3rd 003998 FDFile# Other Agency ID Project Client Peyton-Tomita & Associates Structural Engineers ^A i^\>fl)^^MMMMHHMHHI^^H Job No C-JP °'^t? Date f^/^/^o Eng -5 pi, Zrc^V J F*4 •^e^ Z Pcf 7.f*-/ Z-pc^ J*e*+ 2£>pS^ ^- t -EZ5f2.*i u_ <j_o s iMT. DL -" » 0 954 Town & Country Road Orange, CA92868 Tel (714) 245-4930 Fax (714) 245-4933 ProjectPeyton-Tomita & Associate s Chenl Structural Engineers ^/-..^r-. ,-W,//^~^^^WMMMMM^^H Job No €^O*SC> Date ''Zf 1&\OO Eng W \ J-7IOUE) tt^ fto ' 12 U-K, W/O I/O 5O4- . C. ( PRO^^ W/C> 3. 14 / . ( S6ct=: f-^^Xi^ £=e* -C>^£>J C>*^O \\ 3 954Town & Country Road Orange, CA92868 Tel (714) 245-4930 Fax (714) 245-4933 Peyton-Tomita & Associate s Structural Engineers Project Client Job No .0} ,;L^ r\/ j-vDate J2/I&/Q? Eng IJfeP 02. , c/S p^* -70 ir* ADOrT/O/O V * V* v 3 954 Town & Country Road Orange, CA 92868 Tel (714) 245-4930 Fax (714) 245-4933 Peyton-Tomita & Associates Structural Engineers PL -K__ Project Client Job No Date v^ -^5? M7, Eng [ ° n_^ rVaaTlOL- VI M I M2. i-U +• 13.433 -Z.4-14 -)i«O -t'S 954 Town & Country Road Orange, CA 92868 Tel (714)245-4930 Fax (714)245-4933 Company Peyton Tomita & Associates Designer DAVID PEYTON Job Number EO150 NEW REAR WALL FRAME December 18, 2000 1034AM Checked By Global Steel Code Include Shear Deformation NoiofsSeetionslforJMernberiealcs Redesign Sections BlPettarAnalysisliTolerancej AISC 9th Edition ASD Yes Yes I5?§5%! Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef Ratio (perl 0*5 F) Weight Density (K/ftA3) Yield Stress (Ksi) STL 29000 11154 65 49 36 129000?165!£49S Sections Section Label Database Shape^ Matenal Label Area (ln)A2 SA SA (0.180) (90.270) (90,270) (InM) (0,180)T/C Only SEC1 C15X339 STL 996 1 2 1 2 813 315 1SEC2I B4A5001 l?24 SEC3 STL 1 2 1 2 Joint Coordinates Joint Label X Coordinate (ft) N1 N3 N5 513*6,151 268125 Y Coordinate (Ft) Joint Temperature 10667 10667 Boundary Conditions Joint Label X Translation Y Translation Rotation (K/in) (K/in) (K-ft/rad) N1 ifiiiiiN2iPf|iilf N3 Reaction ^PReactioriS^ Story 1 Reaction ^Reactionl^ Reaction l^BeacttonW Member Data Member Label Joint J Joint Rotate (degrees) Section Set End Releases l-End J-End AVM AVM End Offsets Inactive Member l-End J-End Code Length (In) (In) (Ft) M1 N3 N4 SEC1 13615 iN4fi SEC13 M3 N1 N3 SEC2 10667 !SEG2 RISA-2D Version 5 1 b [C \nsa\EO150 r2dj Page 1 Company Peyton Tomita & Associates Designer DAVID PEYTON Job Number EO150 NEW REAR WALL FRAME December 18, 2000 1034AM Checked By Steel Design / NDS Parameters Member Label Section Set Length Lbout leoirt (Ft) Lbin lem (Ft) L_comp te bend K out Km CH Cm Cb B Sway out in M1 SEC1 13615 LSEGjIjg M3 SEC2 10667 Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude (K/ft. F) Start Location (Ft or %) End Location (Ft or %) Basic Load Case Data BLCNo Basic Load Case Description Category Code Category Description Gravity Load Type Totals X Y Nodai Point Dist DL EL DL §8133 EL Dead Load iRoofjlliyellioad! Earthquake Load -1 Joint Loads/Enforced Displacements, Category: DL, BLC 1: DL Joint Label N4 N3 [L]oad or [Displacement Direction Y Magnitude (K. K-ft, In. rad) 0 -4136 Joint Loads/Enforced Displacements, Category: RLL, BLC 2: LL Joint Label N4 N5 [L]oad or [Displacement Direction Magnitude (K. K-ft. In, rad) Y Y -3644 -95 Member Distributed Loads, Category: DL, BLC 1: DL Member Label I Joint J Joint M1 N3 N4 Load Pattern Label Pattern Multiplier UNIFORMY 093 Member Distributed Loads, Category: RLL, BLC2:LL Member Label I Joint J Joint Load Pattern Label Pattern Multiplier M1 N3 N4 UNIFORMY MJNI&QRMMi 074 '0745 RISA-2D Version 5 1b [C \risa\EO150 r2d]Page 2 L Company * Peyton Tomita & Associates Designer DAVID PEYTON Job Number EO150 NEW REAR WALL FRAME December 18, 2000 1034AM Checked By Member Distributed Loads, Category; EL, BLC 3 : EL Member Label I Joint J Joint M1 N3 N4 Load Pattern Label Pattern Multiplier UNIFORMX 182 d QO Load Combinations Num Description EnvWS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor DL+LL 1 1 1 ^f^'^^^^S^I^ DL-EL y i v -1 DL &3yV&-4£ 52* iv&i^&**^f $?***&£ *:H-f EL Envelope Reactions Joint Label X Force Y Force Moment (K) Lc (K) Lc (K-ft) Lc N1 N2 Reaction Totals max irhinS max triirt max mw 3277 |p^59iil 1 59 iif!3;27Jt"t^ 4867 W4-4;867'H 2 2 3T3K 2 3i3fe 14607 iHI6572941 8261 iP3]537JJ.| 22868 afl2r<i27-^ 1 S3fi 1 ?"2S 1 f3f 1051 <||;16f?l57|| 16431 5f!0;535lt 3 3 &2Pf Envelope Drift Report Story Number 1 Joint Label max Imim-: N3 WINSSii X Direction Dnft Lc % of Ht (In) 0563 1 $|D"56$^ 3if2%j 044 50!442f - - Envelooe Member AISC ASD 9th Code Checks Member Label Code Chk M1 M3 0727 |OI722ff 0802 sOH?9& Loc Shear Chk Loc Fa Ft Fb ASD Eqn (Ft) Lc (Ft) Lc (Ksi) (Ksi) (Ksi) 13615 10667 1 ~t1§11 0086 H6:Q8?|| 0053 H0!053t 0 1 4 567 21 6 21 ^1'3$l98tJf iltl|4!86iteS! ^S2"1t6W]f .^5^23 0 2 14 286 27 6 30 S1 91043111 ^140 45 H1-2 ^Qltlli ^lH1:r2|^ 36 H1-1 47/^s RISA-2D Version 5 1b [C \nsa\EO150 r2dj PageS Member M1 Shape C15X33.9 Length 13.615 Ft I Node IMS J Node N4 LC1:OL+LL Max Code Check 0.727 Max: 1.58 at 0 Ft Max: 0.159 at 0 Ft fa ——— Max: 6.167 at 0 Ft Ksi K Min: 3.432 at 13.615 Ft Max: 15.446 at 13.615 Ft fc Min: 0.006 at 1.891 Ft Max: 11.282 at 0 Ft M Ksi K-ft Min:-54.06 at 13.615 Ft Max; -0.006 at 1.891 Ft ft Min: -15.446 at 13.615 Ft Max:-0.016 at 0 Ft D In Min:-0.627 at 13.615 Ft AISC ASD 9th Ed. Code Check Max Code Check 0.727 Location 13.615 Ft Equation H1-2 Compact Fy 36 Ksi Fa 4.567 Ksi Cm Ft 21.6 Ksi Lb Fb 21.45 Ksi KL/r Fv 14.4 Ksi Sway Cb 1.982 Max Shear Check 0.086 Location 0 Ft MaxDefl Ratio L/1417 Out Plane 13.615 Ft 180.835 Yes In Plane 0.85 13.615 Ft 29.052 Yes L Comp Flange 13.615 Ft Member. M3 Shape TU8X3X3 Length 10,667 Ft I Node N1 J Node N3 LC 1: DL+LL Max Code Check 0.802 Max: 14.607 at 0 Ft Min: 14.466 at 10.667 Ft Max: 3.755 at 0 Ft Min: 3.719 at 10.667 Ft Max:-1.58 at 0 Ft V K Max: 18.294 at 10.667 Ft Min: 0.073 at 3.556 Ft Max: 11.282 at 10.667 Ft K-ft Min- -5.573 at 0 Ft Max: -0.073 at 3.556 Ft ft Min:-18.294 at 10.667 Ft Max: 0.098 at 7.111 Ft Ksi D In AISC ASD 9th Ed. Code Check Max Shear Check 0.034 Location 0 Ft Max Den Ratio L/1327 Max Code Check 0.802 Location 10.667 Ft Equation H1-1 Slender (Qs= 1 , Qa= 1) (fc and ft stresses adjusted per App. B) Fy 46 Ksi Out Plane In Plane Fa 14.286 Ksi Cm 0.85 Ft 27.6 Ksi Lb 10.667 Ft 10.667 Ft Fb 30.36 Ksi KL/r 100.504 46.404 Fv 18.4 Ksi Sway Yes Yes Cb 2.3 L Comp Flange 10.667 Ft Company Peyton Tomita & Associates Designer DAVID PEYTON Job Number- EO150 NEW REAR WALL FRAME December 1 8, 2000 1 0 49 AM Checked By Member Section Forces, LC 4 : DL+2.8EL Member Label Section M1 M3 Axial (K) 7657 5927 4197 2467 0737 10265 10229 10.194 10159 10124 "v ' ff I Shear (K) 5988 5556 5124 4692 426 "0 J -7657 -7657 -7657 -7657 -7657 ^s' fif/^- Moment (K-ft) 40952 21 307 3132 -13573 -28 808 -40726 -20 307 0113 20533 40952 RISA-2D Version 5 1 b [C \nsa\EO150 r2d]Page 6 Peyton-Tomita & Associate s Structural Engineers Project Ghent Date-* t*»Eng 01 954 Town & Country Road Orange, CA 92868 Tel (714) 245-4930 Fax. (714) 245-4933 Peyton-Tomita & Associates Structural Engineers Project Client Job No Date Eng CO/O/O, L, 0 § * M/A XS<^- = /7963k I/ ;> 954 Town & Country Road Orange, CA 92868 Tel (714)245-4930 Fax (714)245-4933 PEYTpN-TOMITA & ASSOCIATES 12/18/00 ANCHOR BOLT DESIGN PER 1997 UBC. SEC. 1923 WORKING STRESS LOADS ALLOWABLES (133%) P(DL)= 049 k 1" 2000 P(LL)= 0 00 k 1 25" 31 20 P(WL)= 0 00 k 15" 44 93 P(EL)« 712 k ULTIMATE LOADS - U=1 4D+1 7L= 069 k |j=0 75(1 40+1 7L+1 7W)= ,0 52 k U=09D+1 3W= 044 k U=0 75(1 4D+1.7L+1 7(1 1E))= 10 50 k U=09D+13(1.1E)= 1063 k MAXIMUM LOAD= ' 1063 k ANCHOR SIZE= 3/4 in Ab= 04418 sq in Ps=0 9 x Ab x 60000= ' 23857 20 Ibs BASED ON TWO BOLTS IN TENSION. SPACING= 700 in Le= 1200 in A= 125 tn. 1263 TOTAL AREA= 677 49 sq in EDGE DISTANCE A= 21 00 in EDGE DISTANCE B= 23 50 in REDUCTION A= 0 00 sq in REDUCTION B= 0 00 sq in At= 998 sqm As= 944 01 sq in LAMDA= 1 00 fc= 250000 psi 0Pc= 436008 Ibs 1/2*0Pc= 21800 4 Ibs (1/2 STRESS THERFORE NO SPECIAL INSPECTION) CONCLUSION ULTIMATE BOLT LOAD= 10 63 K STEEL ULTIMATE CAPACITY= 23 86 K CONCRETE ULTIMATE CAPACITY 21 80 K @ 1/2 STRESS SELECTED BOLT IS QK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245-4930 I'E PEYTON-TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 TEL (714)245^4930 FAX (714245-4933 Title: EQUILON Dsgnr: DEP Job#EO150 Date: 1133AM, 18 DEC 00 Description SERVICE BAY BLDG Scope1 REMODEL Rev- 310300 User KW-OC03836, Ver 5 1 3 22 Juo-1999 Win32(c| 10S3-B9 ENERCALC General Footing Analysis & Design Page 1 c \enercalcteo150 ecw Cafcutadons Description FRAME FOOTINGS General Information „ Allowable Sal Beanng . Short Term Increase Base Pedestal Height Seismic Zone Overburden Weight Live a Short NOT Combined fc FyConcrete Weight Calculations are designed to AC1 318-95 and 1997 UBC Requirements | 1 ,327 5 psf Dimensions. . 1 330 0000 in 4 11000 psf 2.5000 psi 60,0000 psi 14500 pcf Loads . Applied Vertical Load . Dead Load Live Load Short Term Load Applied Moments.. Dead Load Live Load Short Term Applied Shears Dead Load Live Load Short Term 7659k 6943k 0931 k Creates Rotation about Y-Y Axis (pressures @ left & right) -2 974 k-ft -2 600 k-tt -13 483 k-ft Creates Rotation about Y-Y Axis (pressures @ left & right) 0843k 0737k 2434k Width along X-X AXIS 4 500 ft Length along Y-Y Axis 4 500 ft Footing Thickness 1 8 00 in Col Dim Along X-X Axis 8 00 in Col Dim Along Y-Y Axis 3 00 in Mm Steel % 0 0000 Rebar Center To Edge Distance 3 50 in 1 ecc along X-X Axis 0 000 in ecc along Y-Y Axis 0 000 in , Creates Rotation about X-X Axis (pressures @ top & bot) k-ft k-ft k-tt Creates Rotation about X-X Axis (pressures @ top & bot) k k k | Summary | 4 50ft x 4 50n Footing Max Soil Pressure Allowable "X" Ecc, of Resultant X-X Mm Stability Ratio Y-YMin Stability Ratio Footing Design , 18 Om Thick DL+LL 1,2598 1,3275 1 810 in 0000 in No Overturning 2964 - , w/ Column Support 8 00 x 3 00m x 0 DL+LUST 1,511 7 psf MaxMu 1 ,765 6 psf Required Steel Area 9 099 inn nnn m Shear Stresses0000 m 1-Way 1 500 1 2-Wa* Oin high -• Actual Footing Design OK Allowable 2 523 k-ft per n Vu 6585 16867 0 052 m2 per ft Vn * Phi 85 000 psi 170000pst • 1 'Shear Forces Two-Way Shear One-Way Shears Vu @ Left Vu @ Right Vu @ Top Vu @ BottomP* Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom ACI9-t 16 87 psi 374ps) 6 07 psi 6 29 psi 6 29 psi ACI9-1 2 47 k-ft 1 62k-ft 2 51 k-ft 2 51 k-ft ACI9-2 906pSI -1 24psi 6 58 psi 3 42 psi 3 42 psi ACI9-2 2 52 k-ft -034 k-ft 1 34k-fl 134 k-ft ACI9-3 617 psi -078 psi 442 psi 232 psi 232 psi ACI9-3 1 70 k-ft -021 k-ft 091 k-ft 091 k-ft Vn'Phi 170 00 psi 85 00 psi 85 00 psi 85 OX) psi 85 00 psi Ru / Phi 13 3 psi 8 6 psi 133psj 13 3 psi As Req'd 0 05 m2 per ft 0 03 m2 per n 0 05 in2 per ft 0 05 tn2 per ft I 4 PEYTQN-TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 TEL. (714)245-4930 FAX (714245-4933 Title EQUILON Dsgnr: DEP Date Description SERVICE BAY BLDG Job#EO150 11 33AM, 18 DEC 00 Scope REMODEL Rev 5IO300 Usw KWfc0603fi38 Ver 5 1 3 22 Jun-19M Win32(c) 1983-9Q ENERCALC General Footing Analysis & Design Page 2 c \etiercalc\eo150 ecw Calculations Description FRAME FOOTINGS Soil Pressure Summary Service Load Sal Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq 9-1 AC) Eq 9-2 ACI Eq 9-3 Left 1,259 80 1,511 68 1,88735 2,11635 1,40674 Right 83787 000 1,25525 000 000 Top 1,04883 751 70 1,571 30 1,05238 69952 Bottom 1,048 83 psf 751 70 psf 1,571 30 psf 1,052 38 psf 699 52 psf ACI Factors (per ACI, applied internally to entered loads) AC! 9-1 & 9-2 DL ACI 9-1 & 9-2 LL AC! 9-1 & 9-2 ST seismic = ST * 1 400 1 700 1700 1 100 AC! 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0750 0900 1 300 UBC1921 27"1 4" Factor UBC 1921 2 7 M09" Factor 1 400 0900 0018 3M1SX3 JO OMfUS O/O T.S-.'t* Peyton-Tpmita & Associate s Structural Engineers Project Ghent ' Job No. feO !<*Date Eng. 954 Town & Country Road Orange, CA 92868 Tel (714)245-4930 Fax (714)245-4933 / ~ Peyton-Tomita & Associates Structural Engineers Project Ghent Job No Date Eng COL- . C I >- C.'i. 954 Town & Country Road Orange, CA 92868 Tel (714)245-4930 Fax (714)245-4933 OJ o -I m -t m m rmm O m TJmo Tt O J> > > V) mm zDmx 00 6 01 CD O O LU CD IO *fr DC O LU 00 O CO en O 4 O o?$ CM LU O m mco co DC oc oo XLU 0z UlUl X 0 0111 0cca O au O O Q0 O O Q<l (0 (D Of<o u_o >-tu VICINITY MAP nonl} TAIT & ASSOCIATES INC CONSULTING ENGINEERS SAN DIEGO, CA • ORANGE, CA • SAN P SACRAMENTO, CA » PHOENIX, 9089 CLAIREMONT MESA BLVD SUITE 300 SAN DIEGO, CA 92123 (619) 278-1161 FAX (619) 278-1525 EQUILO PO BOX 420807, SAN FRANCISCO, CA 94142-0807 COMPENSATION INSURANCE FUND CERTIFICATE OF WORKERS1 COMPENSATION INSURANCEJANUARY 19."2001 " ^ , - ' : -. < POLICY NUMBER , - ' * * - CERTIFICATE EXPIRES UNIT 05309625 1-1-02 r CONTRACTORS STATE LICENSE BOARD , ^ - ATTN: WORKERS* COPP, UNIT - *" - ' BOX 2C000 *< ",**,' - SV:RAh£HTQ CA 9^62S "' ,• . JOB: LIC #708231 'ftl/01/01 "' DXEGC L This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated This policy is not subject to cancellation by the Fund except upon ten days' advance written notice to the employer We will also give you TEN days' advance notice should this policy be cancelled prior to its normal expiration This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policies listed herein Notwithstanding any requirement, term, or condition of any contract or other document with respect to which, this certificate of insurance may be issued or may pertain, the insurance 'afforded by the policies described herein is subject to all the terms, exclusions and conditions of such policies „ , \ , AUTHORIZED REPRESENTATIVE ,. ,. , ., EMPLOYER'S LIABILITY LIMIT INCLUDING BEPEHSH COSTS „ v PRESIDENT PER.OCCURRENCE. EMPLOYER I & CULVER IhC 959 fo HTSSIQH AYE E5CCHDIDO CA 92025 PB L THIS DOCUMENT HAS A BLUE PATTERNED BACKGROUND SCIF 10262 (REV. 3-95) POUCVHOLDEfl'S COPY