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2585 PIO PICO DR; ; CB972966; Permit
BUILDING PERMIT Permit No: CB972966 12/09/97 12:06 Project No: A9703785 Page 1 of 1 Development No: Job Address: 2585 PlO PICO DR Suite: Permit Type: COMMERCIAL TENANT IMPROVEMENT Parcel No: 156-120-74-00 Lot#: Valuation: 16,000 Occupancy Group: Reference#: Description: CTI 500 SF, STAIR INFILL, ELEC,INTERIOR WALLS ADD 61 SF 2113 12/09/97 0001 01 02 C-PRMT 250.00 Construction Type: NEW Status: ISSUED Applied: 10/09/97 Apr/Issue: 12/09/97 Entered By: JM Appl/Ownr : WHARTON LARRY 619 203-1773 639 BISON COURT EL CAJON, CA 92019 *** Fees Required *** Fees Collected & Credits -------------------344.O0 / -//\ Adjustments: / .00.. j STotl/Credi\ts: .00 Total Fees: 444.00 ,, To€l Paymn€s: 94.00 / Balance 250.00 Fee description \. / / tinits'/Fee/1.)nit Ext fee Data \ <1 \ ------------------------------------------------------ Building Permit / C • 171.00 Plan Check I 111.00 Strong Motion Fee 3.00 * BUILDING TOTAL ' /I 285.00 Enter "Y" for Plumbing Issue Fee > N Enter "V for Electric Is Fe'e\ f 10.00 Y s Remodel/Alter Per AMP 411.1,10 .25 25.00 * ELECTRICAL TOTAL, 35.00 Enter 'Y' for Mechanical IssueFee>C' / / 15.00 Y Install Furn/Ducts/Heat /PUnp N 9/00 9.00 * MECHANICAL TOTAL c \)// 24.00 N: EI \7 FINAL APP R'!AL INS V?-A--t DATE 2-9 :±1 CLEARANCE____________ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmás Dr., Carlsbad CA 92009 (760) 438-1161 ' FOR OFFICE USE ONLY PLAN CHECK NO.__________ EST. VAL. Plan Ck. Deposit Validated By_________________________ Date Address (include Bldg/Suite #) Business Name (at this Legal Description Lot No. Subdivision Name/Number . UnØ1po 10/Y991°0001 TjJaI # qnits Assessor's Parcel # Proposed Use 00 Description of Work . SQ.FT. #of Stories # of Bedrooms # of Bathrooms Name City ate/ZipF' 'Thlephone # Fax Name Address City State/Zip Telephone # Name Address City State/Zip Telephone # (Sec. 7031.5 Busins ãiid'Pi'fi'sions 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 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone # State License # - License Class #— Designer Name Address City State/Zip Telephone State License hereby affirm under penalty of perjury one of the following 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 for which this permit is issued. 0 I 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 Policy No. Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: 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. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8 100,000), in addition to the cost of compensation, damages as provided for in Section 310.6 of the Labor code, interest and attorney's fees. URE LIE) - I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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). 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). 0 I am exempt under Section ______________ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. - I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number / contractors license number): 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 I contractors license number): 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): PROPERTY OWNER SIGNATURE - ' DATE [COMPLETE THIS-SECTION FOR NoN:REs,oENnAL BUILDING PERMITS ONLY 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? ' 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO lathe facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. ONSTRU Cl ION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097liI Civil Code). LENDER'S NAME ' LENDER'S ADDRESS__________________________________________________________ I9APPLICANT 'CERTIFICATION 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. I agree to comply with all 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 Building Official under the provisions of this Cod shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 365 days from the date or abandoned at any time after the work is commenced for a period u, n i the building or work authorized by such permit is suspended form Building Code). - APPLICANT'S SIGNATURE DATE WHITE: Fd,.1YELLOW: Applicant PINK: Finance 0 List 1- Permit-Type From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from 'List 2 - Structure-Types' and put its code in the appropriate blank on the front of this application. Residential Permits Code Description - - - APT Apartments - new construction. CONDO Condominiums - new construction. CVNNR Conrsión. Cónvertll'r a portion of a non-residential building to residential use, creating one or more new residential units. CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolitionpermit. (Alo specify type of structure from List 2). - DUP Duplex - new construction. - MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). .. . RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) SFD Single-family,, detached new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building - repair. Damage, fire, etc. CREPLACE Commercial building - replacement. CT! Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) - new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. Ill Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 - Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code Description SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot; containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex). MF5+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. F~~j Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). '• W,W.* City of Carlsbad Inspection Request Lw--V S For: 2/23/99 Permit# CB972966 Inspector Assignment: NF Title: CTI 500 SF, STAIR INFILL, Description: ELEC,INTERIOR WALLS ADD 61 SF Type: CTI Sub Type: Phone: 7607294900 EX 102 Job Address: 2585 PlO PICO DR Suite: Lot Location: PPLlCANT: WHARTON LARRY Owner: SLATTERY SUSAN M Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspector: Requested By: BILL Entered By: CHRISTINE Act Comments Inspection History Date Description Act lnsp Comments 12/16/98 19 Final Structural CO NF 7/20/98 89 Final Combo CO NF SEE NOTICE ATTACHED 1/21/98 14 Frame/Steel/Bolting/Welding AP NF 1/21/98 15Roof/Reroof AP NF 12/18/97 11 Ftg/Foundation/Piers AP NF 12/18/97 17 Interior Lath/Drywall AP NF 12/17/97 14 Frame/Steel/Bolting/Welding AP NF 12/17/97 16 Insulation AP NF 12/17/97 34 Rough Electric AP NF 12/12/97 14 Frame/Steel/Bolting/Welding AP NF SUB FLOOR NAILING ONLY CONSTRUCTIONTESTING'&ENG'"INEERING, INC. ENGINEERING, INC. PROJECT NAME: ESCONDIDO • MODESTO • CORONA • OXNARD • RENO • SEATTLE • LAS VEGAS INSPECTION REPORT A f'1 / 1' I r I-trn 'jr CTE JOB # REPORT# [SPECTION MATERIAL iDENTIFICATION ) CONCRETE CONC. MIX#IPSI________________ ) MASONRY GROUT MIX#/PSI ) P.T. CONC, MORTAR TYPE/PSI ) FIELD WELD REBAR GRADE_________________ ) SHOP WELDING STR. STEEL_________________ ) PILE DRIVING H.S. BOLT____________________ ) BATCH PLANT MAS. BLOCK - EXP. ANCHOR ELECTRODE ADDRESS: I.k?S P/' Ci ARCHITECT: ENGINEER: ' ENGINEER: CONTRACTOR: A121f/ S7a4/ INSPECTION DATE: PLAN FILE: BLDG PERMIT: Z2'C OTHER: OTHER Material Sampling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS I INSP. PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS I 7 frL, &-, f€c7' I Certification Of Compliance: All work, unless otherwise noted, complies with the approved plans and specifications and the uniform building code. NAME: (PRINT) I M'i SIGNATURE:_____________________ CERTIFICATION NO.: -. GEOTECHNICAL & CONSTRUCTION ENGINEERING TESTING & INSPECTION 2414 VIN -YARD AVENUE SUITE G ESCONDIDO, CA 92029 619) 46-495 F (619) 746-9806 - e / J7 q 7 .! SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: - OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not nspector), certify that I, or the architect/engineer of record, will be resp c .,- g the special inspector(s) as required by Uniform Building Code (UBC) Si tii ' construction project located at the site listed above. UBC Section 106.3. Signed - I, as the engineer/architect of record, certify that I have prep inspection program as req\.iired by UBC Section 106.3.5 for the site listed above. i— C'.-I oil fJ•& 1'..' .31c.,J p e ci al ject located at S.0 £ S.P..,. H.'. Signed. 1. List of work requiring special inspection: O Soils Complia ispection D Field Welding j Structural Co - 0 High Strength Bolting 0 Prestressed C Id 15ftcPt. r k % A, Expansion/Epoxy Anchors O Structural Ma 0 Sprayed-On Fireproofing D Designer Spe An, ° El Other - 2. Name(s) of Ind .tsible for the special Inspections listed above: -. 3. Duties of the special inspectors for the work listed above: if'c-r RA& —kcikP PLL.. PL.c-T 1-jqLL.-,,J eE Pox-( 9Ny 'B'i Lf 1q..'t - Special inspectors shall check in with the city, and present their credentials for approval prior to beginning work on the Job site. SIP 4997 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING fFIR PLANNING CNWD ST LITE PLAN CHECK#: CB972966 DATE: 07/17/98 PERNIT#: CB972966 PERMIT TYPE: CTI PROJECT NAME: CTI 500 SF, STAIR INFILL, ELEC,INTERIOR WALLS ADD 61 SF ADDRESS: 2585 PlO PICO DR I(CJi\Wfr CONTACT PERSON/PHONE#: B/BILL! 1998 SEWER DIST: CA WATER DIST: CA INSPECTFjD DATE c BY: D1. INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: EsGil Corporation ProJe.csiona(P(an Review Engineers DATE; December 05, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2966. PROJECT ADDRESS: 2585 Pio Pico Drive SET: III O ANT JURI O PLAN REVIEWER 0 FILE PROJECT NAME: T.I. Remodel and Addition- Office I 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. Jill The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI 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 a REMARKS: See attached copy of the hardship exemption form signed by the Building Official and special inspection program. By: Tony Embuido Enclosures: Esgil Corporation EJGA CM EEJ 171 PC 12/01/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 EsGiI Corporation fProfessiowfT[aa Review Engineers DATE: November 24, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2966 PROJECT ADDRESS: 2585 Pio Pico Drive SET: II O APP CANT JURI 0 PLAN REVIEWER 0 FILE PROJECT NAME: T.I. Remodel and Addition-Office 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 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 has been sent to: L. Wharton 639 Bison Court, El Cajon, CA 92019 U Esgil Corporation staff did not advise the applicant that the plan check has been completed. III 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 REMARKS: The architect or engineer of record shall complete and submit the attached special inspection program to the building official for approval prior to issuance of the building permit. By: Tony Embuido Enclosures: Esgil Corporation U GA CM El EJ El PC 11/12/97 trnsmti dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 • (619) 560-1468 4 Fax (619) 560-1576 Carlsbad 97-2966 II November 24, 1997 RECHECK PLAN CORRECTION LIST I JÜISbiCTlör'J: Carlsbad. PROJECT ADDRESS: 2585 Pio Pico Drive DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/12/97 REVIEWED BY: Tony Embuido PLAN CHECK NO.: 97-2966 SET: II DATE RECHECK COMPLETED: November 24, 1997 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items, must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In 'case you did not keep a copy of the prior correction list, we have, enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? UYes L3No Carlsbad 97-2966 II November 24, 1997 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious. processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil . . Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 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 & Fire Departments until review by EsGil Corporation is complete. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to & functional for the physically disabled. See the attached corrections below. Title 24, Part 2. c) 2nd floor restroom must be fully accessible or provide hardship exemption with the City of Carlsbad. See attached hardship forms. e) Show complete details, elevations, dimensions, etc.. verifying the 2nd floor restroom is fully accessible. it appears the floor plan does not reflect full compliance. . MISCELLANEOUS The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tony Embuido at Esgil Corporation. Thank you. J EsGil Corporation Professional Plan Review Engineers DATE: October 24, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2966 PROJECT ADDRESS: 2585 Plo Pico Drive SET: I LJ =NVREVIEWER A&1t4NT D FILE PROJECT NAME: Ti. Remodel and Addition-Office LII The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LII 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. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LII 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: L. Wharton 639 Bison Court, El Cajon, CA 92019 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: Date contacted: (by: ) Mail Telephone Fax In Person LII REMARKS: By: Tony Embuido Esgil Corporation LI GA U CM LI EJ [1 PC Telephone #: Fax #: Enclosures: 10/13/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax(619)560-1576 Carlsbad 97-2966 October 24, 1997 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 97-2966 JURISDICTION: Carlsbad IOCCUPANCY: B USE: Office hYPE OF CONSTRUCTION: V-N ACTUAL AREA: + 61 SQ. FT. IALLOWABLE FLOOR AREA: STORIES: 2 HEIGHT: N/C SPRINKLERS?: NO REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/09/97 DATE INITIAL PLAN REVIEW COMPLETED: October 24, 1997 OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/13/97 PLAN REVIEWER: Tony Embuido 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 1994 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, 1994 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 (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. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994U8C) tiforw.dot Carlsbad 97-2966 October 24, 1997 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire' Departments: Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 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. 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to & functional for the physically disabled. See the attached corrections below. Title 24, Part 2. a). Show concrete leveled walkway to new entrance door to have a 48" clear width dimension. b) Show 6-0" x 6-0" clear level landing to new entrance/exit door leading. into reception room at the ground floor. C) 2nd floor restroom must be fully accessible or provide hardship exemption with the City of Carlsbad. See attached hardship forms. d) Note on the plans, the restroom at the ground floor is fully accessible to disabled persons current requirements. In Groups B, F, H, M and S Occupancies, if the number of employees exceeds four, provide separate toilet facilities for-men and women. If "the total number of employees will not exceed four", and only one restroom is provided, note the Words in quotation above on the floor plan. Section 2902.3. Carlsbad 97-2966 October. 24, 1997 . MISCELLANEOUS 5. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval, prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 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 LJ The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan 'review items, please contact Tony Embuido at Esgil Corporation. Thank you. . APPLICATION FOR UNREASONABLE HARDSHIP EXCEPTION TO STATE OF CALIFORNIA DISABLED ACCESS REQUIREMENTS (EXISTING BUILDINGS; Section 1134B of Title 24) When existing buildings are remodels and, when the valuation of the modifications is less than approximately 80,000 dollars, the California State Building Code allows relief from some accessibility requirements when the cost of compliance with those regulations is disproportionate. Disproportionate cost is defined as when the cost of all compliance requirements except mandatory measures exceeds 20% of the cost of the project. Where the cost of alterations necessary to fully comply is disproportionate, access shall be provided to the extend that is can without incurring disproportionate costs. In other words, accessible elements must be provided or upgraded to a maximum cost of 20% of the project valuation. Priority for providing access should be given in the following order: An accessible entrance, An accessible route to the altered area, At least one accessible restroom for each sex, Accessible telephones, Accessible drinking fountains, and When possible, additional accessible elements such as parking, storage and alarms. NOTE: SEE CHAPTER 11B, DIVISION IV, CALIFORNIA BUILDING CODE FOR MANDATORY REQUIREMENTS AND THE COMPLETE TEXT OF THE REGULATIONS FOR ACCESS COMPLIANCE IN EXISTING BUILDINGS. Documentation of Unreasonable Hardship': PLEASE PRINT Project Address: Plan Check #: Proposed Use:. Owner: Telephone: Applicant: Telephone: Signature: Please Print Name: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 (619)438-1161 • FAX (619) 438-0894 WORKSHEET FOR DISPROPORTIONATE COSTS PROJECT VALUATION VALUATION OF OTHER AREAS WITH SAME PATH OF TRAVEL (Total valuation dating back to 1994) TOTAL OF LINE 1 &2 IF LINE 3 EXCEEDS THRESHOLD AMOUNT ($79,500), FULL COMPLIANCE IS REQUIRED. IF LINE THREE IS LESS THAN THRESHOLD AMOUNT, COMPLETE WORKSHEET BELOW. ESTIMATED COST OF UPGRADING ENTIRE PATH OF TRAVEL PROPORTIONATE COMPLIANCE COST (Divide line 4 by line 3) ENTER TWENTY PERCENT OF PROJECT VALUATION 7. MINIMUM COMPLIANCE COST OBLIGATION (Lesser of lines 5 &6) INDICATE BELOW HOW'COST OF COMPLIANCE OBLIGATION WILL BE SPENT ITEM ESTIMATED.COST SIGNATURE OF APPROVING AUTHORITY: TITLE: PLEASE ATTACH THISDOCUMENTTO THE APPROVED PLANS FOR THE USE OF THE BUILDING INSPECTOR AND THE CONTRACTOR. THANK YOU NOTE TO PLANCHECKER: Additional corrections for unique occupancies may be found in f:\document\additdor.doc. SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Eioneees/Arclitecrs Seal £ S;V tw. Here Signed 1. List of work requiring special inspection: El Soils Compliance Prior to Foundation Inspection El Field Welding El Structural Concrete Over 2500 PSI El High Strength Bolting El Prestressed Concrete El Expansion/Epoxy Anchors El Structural Masonry. 0 Sprayed-On Fireproofing 0 Designer Specified 0 Other. 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: . -. 3. Duties of the special inspectors for the work listed above: A.. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. SIP 4997 Carlsbad 97-2966 October 24, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2966 PREPARED BY: Tony Embuido DATE: October 24, 1997 BUILDING ADDRESS: 2585 Pio Pico Drive BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA--r (ft. 2). VALUATION MULTIPLIER VALUE ($) ADDITION 61 55.00 3,355 REMODEL 500 26.00 13,000 Air Conditioning Fire Sprinklers TOTAL VALUE 16,355 1991 UBC Building Permit Fee fl Bldg. Permit Fee by ordinance: $ 180.00 1991 UBC Plan Check Fee Plan Check Fee by ordinance: $ 117.00 Type of Review: LI Complete Review III Structural Only LI Hourly LI Repetitive Fee Applicable LI Other: Esgil Plan Review Fee:' $ 93.60 Comments: Sheet 1 of I macvalue.doc 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB C/ ~ -oCtYO DATE to -ic?7 ADDRESS 2<° p", poc RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER DATE ENGINEER DATE /c//7 (•• CWP51\RLES\BLDG.FRM Rev 11/15/90 City of Carlsbad 97372 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report:Tuesday, October 21, 1997 Reviewed by:ttJ M1 Contact Name Larry Wharton Address 639 Bison Ct City, State El Cajon CA 92019 Planning No. Job Name Bill Slatery MLI Job Address 2585 Pio Pico 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 modifica- tions, 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 in this report can result in suspension of permit to construct or install improvements. LI Disapproved - Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd Other Agency ID CFD Job# 97372 File#___________ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 A U p B D 514c4q 6. Robin J. Franklin () Protecionai 97 Mcmher of the American Institute of BuiIdin Design. Incorporated 29 6658 San Miguel Road Bonita, CA 91902 2 2 U2 /4 €5 qr 1-' ( 2 X el e ZX 5104 £-4 A0 X/2 0,#/ MYi2S iLie 'X ,4y B2 AJ/ (I - r~7 4 5 x —x xw El çç B! ,YE/ 424 /;' ze~l' 414,?Z½1 £Z7/7q 1974-1994 Celebrating 20 Years of Design Excellence ZZZP.-W~I-V Im A U 4L 4Zp /*4JECT BD (7a9 73- ?9 Robin J. Franklin ( Professional Member of the American Institute of Building Design incorporated 6658 San Miguel Road Bonita, CA 91902 q .- 1 FJ.. I zx,49%e e/ _____ 7 I ____________ 2r". s'tcD /qi 1r- 12 6k'L &r I ?4•a#,7',,' /94y "Unless the LORD build the house, they labor in vain who build Ü. Psalm 127:1 -Al U 1974-1994 BID Celebrating 20 Years of Design Excellence Li LOVEL.ACE JOB ) o p ENGINEERING ________________ SHEET NO. ____________________________ Structural Design and TItle 24 Energy p.nalysis OF -1 6496 Weathers Place • Suite 200 CALCULATED BY - mT L DATE I"= ID 1 San Diego. California 92121 619.535.9111 Thonr 619.535.1989 Fx CHECKED BY ________________________ DATE SCALE 3? 1 4 70 23 2 2.6 ....... TABLE OF CONTENTS SUBJECT SHEET DESIGN CRITERIA ...................................................................................................................................... LOADS...........................................................................................................................................................3 VERTICAL ANALYSIS/DESIGN ......... ......................................................................................................... 'F- FOUNDATIONS/RETAINING WALLS ...................... LATERALANALYSIS/DESIGN ...................................... ............................................................................. DETAILS............................................................................................................7-ft, POOUC1 i.l i7CI$r111 .,. 1.1l .. ':.:7, ........ L LOVELACE ENGINEERING Structural Design and Mile 24 Energy Analysis i 6496 Weathers Place • Suite 200 San Diego. Callfornla 92121 619.535.9111 Rto.w 619.535.1989 Fx JOB 977,11P1 SHEET NO. '2. OF CALCULATED BY DATE CHECKED BY _______________________________ DATE SCALE DESIGN CRITERIA GOVERNING CODE: UBC 1994 CONCRETE: F'= 2000 PSI, NO SPECIAL INSPECTION REQ'D. (U.N.O.) MASONRY: ASTM C90, F'm='lSOO PSI, NO SPECIAL INSPECTION REQ'D (U.N.O.) MORTAR: ASTM C270, F'=1800 PSI, TYPE S GROUT: ASTM C476, F'=2000 PSI REINFORCING STEEL: ASTM A615, F = 40 KSI FOR #3 AND SMALLER ASTM A615, Y= 60 KSI FOR #4 AND LARGER (U.N.O.) STRUCTURAL STEEL: ASTM A36, F= 36 KSI (STRUCTURAL SHAPES & PLATES) - ASTM A500, GRADE B, Fy46 KSI (STRUCTURAL TUBING) ASTM A53, GRADE B, F= 35 KSI (STRUCTURAL PIPE) WELDING: E70 SERIES-TYP., E90 SERIES FOR A615 GRADE 60 REINFORCING BARS SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION SAWN LUMBER: DOUGLAS FIR LARCH, ALLOWABLE UNIT STRESSES AS PER UBC, CHAPTER 23 GLULAMS: DOUGLAS FIR OR DOUGLAS FIR/HEM 24F-V4 FOR SIMPLE SPAN CONDITION 24F-V8 FOR CANTILEVER CONDITION SOIL: ALLOWABLE BEARING PRESSURE = .00c PSF ACTIVE SOIL PRESSURE =PCF ACTIVE SOIL PRESSURE(RESTRAINED) =PCF PASSIVE SOIL PRESSURE = PCF SOIL DENSITY = PCF COEFFICIENT OF FRICTION = EXISTING NATURAL SOIL PER UBC TABLE 18-I-A SOIL CLASSIFICATION SOILS REPORT BY - DATED :-v,,ul •. '.,_..' •... .:..- . .... L LOVELACE ENGINEERING Structural Destam and fIle 24 Energy Axuiysls ] 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Pho,,e 619.535.1989 Fbx JOB SHEET NO. .3 OF CALCULATED BY DATE CHECKED BY - DATE SCALE _______ LOADS ROOF DEAD LOAD: ROOFING( -r- 4' )............................................................................................................3 PSF SHEATHING...................................................................................................... ................................... 1.5 RAFTER/CEILING JOISTS OR TRUSSES..........................................................................................4.0 INSULATION.................................................. .......................................................... ............................ 1.5 DRYWALL....................................................... . ................................... ..................................................2.5 OTHER (ELEC., MECH., MISC.) ....................................................................................... .................. 0.5 TOTAL DEAD LOAD: 13 .0 PSF LIVE LOAD: 'ZoM PSF TOTAL LOAD: 33.0 PSF FLOOR DEAD LOAD: FLOORING(( MP1 f f'V) ................................................................................................................ 2.0 PSF LT. WEIGHT COI4C I..Ik$..........................................................................................Zoo SHEATHING.........................................................................................................................................2.0 JOISTS................................................................................................................. .................................. 3.5 DRYWALL............................................................................................................................................2.5 OTHER (ELEC., MECH., MISC.) ......................................................................................................... 10 TOTAL DEAD LOAD: 33.0 PSF LIVE LOAD (RIL USE PER UBC CHAPTER 16): 5O4 PSF TOTAL LOAD:19-3 .0 PSF EXTERIOR WALL STUDS.................................................................................................................. ................... .............. 1.0 PSF DRYWALL............................................................................................................................................2.5 INSULATION........................................................................................................................................1.5 EXTERIOR FINISH OTHER(MISC.) ................................................................................................... ................................. 1.0 TOTAL LOAD: 11.0 PSF INTERIOR WALL STUDS.................................................................................................................. ................................. 1.0 PSF DRYWALL............................................................................................................................................5.0 1.0 OTHER (MISC.).................................................................................................................................... TOTAL LOAD: S 7.0 PSF fl......,jfl_. .55. L Structural LOVELACE ENGINEERING Design and Title 24 Energy Analys1 i 6496 Weathers Place • Suite 200 San Diego, CalifornIa 92121 619.535.9111 Pharw 619.535.1989 __ JOB °YTLPc SHEET NO. q- OF CALCULATED BY _____________________________ DATE CHECKED BY _____________________________ DATE SCALE VERTICAL ANALYSIS/DESIGN LEVEL: Ldo(L MEMBERS: MARK: -I , SPAN= _7 FT. 0 UNIFORM LOAD (23k) 0-7S = 9S PLF W2= = PLF P1= = LBS = LBS RL= = 334 I LBS RR= = LBS V MAX = ' LBS M MAX = = ¶B4 FT-LBS . - DIN'RFflT) - USE: ' X I Z.. GRADE: I CAMBER: HARDWARE: DR x GRADE: CAMBER: HARDWARE: MARK:_____ SPAN _____FT. 0 UNIFORM LOAD W1= = PLF W2= = PLF Pl== LBS = LBS RL== LBS R= = LBS V MAX = LBS MMAX = = FT-LBS = = KN REYD USE: x GRADE: CAMBER: HARDWARE: DR x GRADE: CAMBER: HARDWARE: MARK: , SPAN ____FT. W1= 0 UNIFORM LOAD = PLF W2= . Pl== = PLF LBS = LBS 0 RL= = LBS R= = LBS V MAX = MMAX= = LBS = FT-LBS CUM -, M11IIIIIIIIII U1 J.t&1i PROtIjCT i7.I : •II •.. :•......1 ....... LOVELACE ENGINEERING Sructuzui Dcagn and TItle 24 EncrVy Analyla 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Thev 619.535.1989 Fx JOB SHEET NO. 6 OF CALCULATED BY DATE CHECKED BY - DATE SCALE _______ fl •,. 3 • :3 .: : - FOUNDATIONS ALLOWABLE BEARING PRESSURE, q= _O 00 PSF (PER DESIGN CRITERIA) -4- (zoXi000)";? ) (o 94 CONTINUOUS PERIMETER & BEARING WALL FOOTINGS: Location: ..s-'c- C e.. PJSVJ 44 Wl= PLF Width Reqd= W1 /q x 12= IN USE: "WIDE X _"DEEP WITH___ # ___ TOP & BOTTOM Location: W1= PLF Width Req'd= W1/q x 12=_IN 4 USE: "WIDE X i DEEP f # TOP & BOTTOM For ISOLATED SPREAD FOOTINGS: MARK: F- (E.tJ-r'(5 (e,. ,,.soo.jS f''-'-,,t r4--i 6,wt.Poc-1-) It f s 31 341 LBS(F-i P4A(op..è) 49) A.reqd P/q x 144=_____________________________________________________ SO PPA,', :3,"xq" 1 t I USE: SQUARE x DEEP WITH —# EACH WAY (3" CLEAR FROM SOIL) MARK: F- j, ) P= 354) 4- 0 (' jiiSl LBS (i-- 7)orJ + 6 LV Lf Areq.d=P/qx144= ZSQrN fI51(, "9 (a,s1.j USE:—" SQUARE xDEEP WITH_#EACH WAY (3" CLEAR FROM SOIL) e Ca . 0.'-. JOB Ppi L:1 LOVELACE _______________ ENGINEERING SHEET NO. _________________ OF I Structural Design and TItle 24 EneiV Analysis CALCULATED BY n-rr t_ DATE _J 6496 Weathers Place • Suite 200 San Diego, California 92121 CHECKED BY _______________________ DATE 619.535.9111 Phone 619.535.1989 Fax SCALE $ .5 5375 75 56 L -rJLpL A-L-'c ,5 o LA-rLPL LItL Q.. L pr,..J ,f kro'..d.p c1rn,c. L.c T,P-e.3-2frm T11JsF-E/tJ •r - "4 is Na t..4fri7 fS. IUSIS-k7 ( ''-"s i..'t -z - T-L. c6 -r (13fsf.)(24 f) 3t3'7 i..SS ci• i-r (/,..Xzo')(7rSE) 56o 1gç, 7?7 LflS, 5..tkA(Z1L ;69 0 PL i-cPk- 1J S,4(ftLL. 0,4 TPS ),L A . 'c I-r0,, %,4r#°LL CIDPS. AS Y2t ijo,&- -r_ c, -'/ 4-T ~ /Z f4 1 .s t3,.. / Ot, er3T SS' 9nrtj- , s. /v1o'7-i -r 41 f-t f, 1c-r ,,.L,4-r 2 ! 3 TL13'5. UPL,IT 7-1 ) _C, ç,3/5, .;. 3 bl. u.s. I If €i , J ç7" li..tr .c333-c'& JOB ________________________________________ L_____ LOVELACE ENGINEERING SHEET NO. _________________ OF____________ Structuzul Dc*gn and Title CALCULATED BY ________________________ DATE _ 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY ____________________________ DATE 619.535.9111 phww 619.535.1989 Fax SCALE 3 5 6 3 6 i 73 73 1 56' 3 I 2345678 1 2 34 56 3 DETAILS .. NOTE TO PLANCHECKER: THIS SECTION CONTAINS THE FOLLOWING INFORMATION (IF APPLI- CABLE TO THIS PROJECT) FOR YOUR USE IN CHECKING THE PLANS: FRAMING PLANS: RAFTER, HEADER, BEAM, POST & HARDWARE CALLOUTS FOUNDATION PLAN: FOOTING & HOLDOWN CALLOUTS SHEARWALL LINE LOCATIONS SHEARWALL CALLOUTS SHEARWALL SCHEDULE FRAMING AND FOUNDATION STRUCTURAL NOTES SPECIAL INSPECTION LIST STRUCTURAL DETAIL SKETCHES PRCOUCT .:'",to Jass 147 CI 7G5E JOB ________ L LOVELACE a SHEET NO. OF_1141 _________ ENGINEERING _________________ ____________ Structural Delp and Title 24 EneW AmabrMs CALCULATED BY ___________________________ DATE 1 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY ____________________________ DATE 619.535.9111 Phone 619:535.1989 r= SCALE 6 r 3 3 36' 3 FRAMING NOTES ROOF SHEATHING SHALL BE: 1/2' PLYWOOD EXPOSURE I INDEX 24/0 8d COMMON NAILS @ 6" 0/C B.N. 8d COMMON NAILS @ 12" o/c F.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: PLYWOOD EDGES PERIMETER WALLS SHEAR WALLS FLOOR SHEATHING SHALL BE: 23/32" APA RATED STURD-I-FLOOR, T & G, 24" O.C. SPAN RATING, EXPOSURE 1 lOd COMMON NAILS @6" 0/C B.N. lOd COMMON NAILS @10" 0/C F.N. B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: PLYWOOD EDGES PERIMETER WALLS SHEAR WALLS ALL RAFTERS, JOISTS & HEADERS SHALL BE DOUGLAS FIR LARCH #2 GRADE. ALL BEAMS SHALL BE DOUGLAS FIR LARCH #1 GRADE. ALL HANGERS SHALL BE SIMPSON "U" HANGERS. ALL ROOF HEADERS SHALL BE 4x4 U.N.O. PROVIDE DOUBLE JOISTS @ SIDES & ENDS OF ALL ROOF OPENINGS. FOUNDATION NOTES 1. ALL ANCHOR BOLTS TO BE 1/2" DIAMETER 10" LONG @72" 0/C U.N.O. ON PLANS OR SHEARWALL SCHEDULE. 2. THERE SHALL BE A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE PIECE WITH ONE ANCHOR BOLT LOCATED WITHIN 12" OF EACH END OF EACH SILL PLATE PIECE. 3. ALL ANCHOR BOLTS, HOLDOWN ANCHORS & DOWELS MUST BE IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 4. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 5. CONTINUOUS EXTERIOR PERIMETER AND CONTINUOUS INTERIOR BEARING WALL FOOTINGS SHALL BE AS FOLLOWS: SUPPORTING ONE FLOOR AND A ROOF: 12" WIDE x 12" DEEP INTO NATIVE SOIL OR 90% COMPACTED FILL WITH (1) #4 REINFORCING BAR 3" FROM THE TOP & BOTTOM OF THE FOOTING. SUPPORTING TWO FLOORS AND A ROOF: : 15" WIDE x 18" DEEP INTO NATIVE SOIL OR 90% COMPACTED FILL WITH (1) #4 REINFORCING BAR 3" FROM THE TOP & BOTTOM OF THE FOOTING. 6. CONCRETE SLAB SHALL BE A MINIMUM OF 3 1/2" THICK WITH 6"x6"-W1..4xW1.4 WELDED WIRE FABRIC IN THE CENTER AND UNDERLAIN WITH 4" OF CLEAN SAND. NOTE: THE ABOVE SPECIFICATIONS SHALL APPLY UNLESS NOTED OTHERWISE ON THE DRAWINGS. por,Jcro!.I ,1Ix.G,ct3,.9u 1471 ::. L LOVELACE ENGINEERING Suctural Design and TItle 24 Energy Analysis 1 6496 Weathers Place • Suite 200 'Sari Diego. California 92121 619.535.9111 Thane 619.535.1989 Fax JOB SHEET NO. ________________________ OF CALCULATED BY ___________________________ DATE CHECKED BY _______________________________ DATE SCALE .3 .J 3 .. C TABLE 2344--NAILING SCHEDULE COHnSCTCOM I. Ions to sill or girder. toenail 3-84 Z. Bridging Co joist. toenail each end 2-84 3. 1 * 6' (15 mm X 152 mm) subflooqorless tocachjoüs. (see nail 2.34 .0. Wider Chats '0 6'(Z5 mm a 152 mm) subiloor to each joist. face nail 3-3d S. 2. (SI mm) subfloor to joist or girder, blind and face nail 2-164 Solo plate to joist or blocking. typical (ace nail 16d so 16' (406 mm) o.c. Sole plate to joist or blocking, at braced wail panels 3464 per 16' (406 mm) Ten plate to scud, end nail S. Scud to sole plate 4-3d, toenail or 2-164. cod stail Double studs, face nail 164 at 24' (6 10 mm) o.c. Doubled cop plates. typical (ace nail 164 so 16 (406 mm) 0-c. Double sop plates. Isp splice 8-164 II. Blocking between joists or mites, to cop plate, toenail 3-3d 2. Rim joist to top place. toenail 8d at 6 (152 mm) o.c. 13. Top plates, laps and intersections, face nail 2-164 14.. Continuous header, two pieces 164 ax 16' (406 mm) o.c. along each edge IS. C--:ling joists to plate, toenail 3-3d Continuous header to scud. toenail Coiling joists. laps isncr partitions, face nail 3.164 3. Crtiing joists to parallel rafters, face nail 3.164 19. Rzi:er 0 plate, toenail 344 20. I (25mm) brace to each scud and plate, face nail 2-3d 21. I x 5" (:5 mm 0203 mm) sheathing or less to each hearing, face nail 2-3d 22. Wi4or c.'eln I' or (25 mm *103 mm)$lteathiag to each besting, face nail 3-3d 23. 3uuli'up corner studs 164 at 24.' (6 10 mm) ac. 24. 80i11'up girder and bean,: 204 at 32 (8 13 mm) o.c. at top and bottom and staggered 1-104 at ends and at each splice 25. 2(5) mm planks 2-164 at each bearing 26. W004 to'uctsarai paisela and particleboard Sablloor. roof and wall sheathing (so haesing) (I inch . 25.4 stun) 'I'andless 6d - 844 or 64 1/8 343 l'/a''l'/o . 104'0r843 Combination sublloor.undeclaymene (to (resning) (I inch . 25.4 mm) 3/ and l 345 7/3 .) 84° lCd' or 345 27. Panel tiding (to (taming): '/.'(13 mm) orless . 346 5 Is' (16mm) .Me 28. Fiberboard sheathing:' (I) mm) No. II 344 No. 16 ga, I32'(20mm) . No. 11 ga.3 34 No., 6 g2.9 29. )ntet'tor paneling 1' (6.4 mm) . 44t0 3/'(9.5mm) 6dtt Common or boo nail, may be used except -hemotherwise stated. Nails spaced at 6 inches (132 mm) on center at edges. 12 inches (305 mm) at intermediate supports except 6 inches (IS2 min stall supports where spans are 43 inches (1219 mm) or more. For nailing of wood structural panel and I particleboard diaphragms and shear walls, refer to Section 2314.3. Nails for wail utsenohing may be common. boo Of C331113- Common or deformed shank. 'Common. 10eformed shank. 6Conosion'resisurtc siding or casing nails cois(onniisg to she requirements of SectIon 2325.1. 7Fastencrs spaced 3 inches (76 mm) on center ax exterior edges sod 6 inches (132 mm) on center at intermediate sup- ports. 8Coc-ro.sion.resistant moflng nails with 7/5g.inch.dIsmcte(lI mm) bend and l'I3.inth (38 mm) length for 1/1-inch (I) mmi sheathing and I 514-inch (44 mm) length for 13/u4nch(20 mm) sheathing conforming to the requirements of Section 1325.1. 9Corrosion'reiisiant staples with nominal 1/,'4rch (II mm)cxe'Misect I 1/,.inch (29 mm) length for 111-inch (13 mm) sheathing and I I I3-inch (39 mm) length for °3/.'inch(Wmail sheathing conforming ID the requirements of Section 2)25.1. 10)nel supports at 16 inches (406 mm) 120 inches (503 mm) if strength axis In the long direction of the panel. anlcia Oilier-iso inaricetil. Caxing or (mini, isaila spaCed 6 inchea (152 mm) on penal edges. 12 incIses (305 mm) at inter- mediate supports. 111`36cl supports as 20 inches (610 mm), Casintiorl"Inish toils spaced Inches (132 tension penal edges. 12 inCite1 (305 me,) as it,iem,eeiince supports. I SHEARWALL SCHEDULE CONVENTIONAL T.J.I. JOIST SWEAR TRANSFER SYMBOL SWEAR MATERIAL AND NAILI DESCRIPTION ANCHOR BOLT BCI.4ED. MINIMUM BOTTOM SWEAR TRANSFER TJI LK'G. MICRO LAM RIM JST./BLK'G. WI NAILS AND BLOCKS SIMPSON CLIPS (PIF) PLATE NAILIWS TO PLATES SIMPSON CLIPS 180 (sTUCCO) WOVEN WIRE AND PORTLAND CEMENT PLASTER 7/8 " THICK NUMBER II GAUGE 1 1/2" LONG 7/16" LEG 0 6-O.C. 5/8e ANCHOR BOLTS 0 48" D.C. 16d 0 8" D.C. 16d 0 8 D.C. A35 C 24" D.C. lOd 0 6" O.C. A35 0 24" D.C. () 260 3/8" COX PLYWOOD 8d 0 6-O.C. EN.. & 12-O.C. F.N. 5/8 ANCHOR BOLTS 16d 0 6" O.C. I6d 0 6" D.C. A35 0 16" D.C. HId 0 4 O.C. *35 0 16" 0.C. © O.C. STAGGERED {) 380 3/8" COX PLYWOOD Sd 0 40.C. EN., & 12-O.C. F.N. 5/8"0 ANCHOR BOLTS O 24" D.C. 16d 0 4" D.C. 16d 0 4 O.C. A35 C 12" D.C. lOd 0 4" D.C. STAGGERED *35 0 12" O.C. {') 490 3/8" COX PLYWOOD Sd 0 3"O.C. EN., & 12-O.C. F.N. 5/8-0 ANCHOR BOLTS 16d 0 3 D.C. __________ A35 0 8" O.C. __________ A35 0 8" O.C. 0 19" D.C. () 50 /2 GYPSUM BOARD Sd 0 T D.C. 5/8"ø ANCHOR BOLTS O 48" D.C. Hid 0 16" D.C. 16d 0 12" D.C. . *35 0 24" D.C. lOd 0 8 O.C. .., *35 0 24" D.C. 63 1/2" GYPSUM BOARD Sd 0 4 D.C. 5/80 ANCHOR BOLTS 48" D.C. 16d 0 16" D.C. 16d 0 8" D.C. A35 0 24" O.C. lOd C 8" O.C. *35 0 24" O.C. 75 1/2" GYPSUM BOARD Sd C 4' D.C. BLOCKED 5/8-0 ANCHOR BOLTS 48" D.C. 16d 0 12" O.C. 16d 0 8" O.C. *35 0 24" D.C. lOd 0 6" O.C. . *35 0 24" O.C. 73 .: . 5/8." GYPSUM BOARD 6d 0 4..O.C.. 5/80 ANCHOR BOLTS 0 48" D.C. I6d .0 12" D.C. ...16d08" D.C.. A35 0 24" D.C. lOd 0 8 D.C. A35 0 24" O.C. () 88 5/B" GYPSUM BOARD Sd 0 4" D.C. BLOCKED 5/8 0 ANCHOR BOLTS C 48 D.C. I6d 0 12" D.C. . 16d 0 8" D.C. A35 0 24 D.C. lOd 0 8" D.C. A35 0 24" O.C. 4') 550 3/8" COX PLYWOOD ad o 3-O.C. EN., & 12-O.C. IN., STRUC 1 5/8"0 ANCHOR BOLTS O I?" O.C. 16d C 3" D.C. __________ *35 0 8" D.C. __________ *35 0 8 D.C. 665 1/2" COX PLYWOOD lOd 0 3-O.C. EN., & 12-O.C. IN., STRUC I .5/80 ANCHOR BOLTS 3/8"0 6 LAGS C 8"O.C. *35 0 8" D.C. _________ - *35 0 8" D.C. ON 3 MEMBER (511.10 & SILL PLATE) C 22" D.C. INTO 4x 81KG. {) 730 3/8" COX PLYWOOD 8d 0 2-O.C. EN., & 12-O.C. 'N., STRUC 1 5/8"0 ANCHOR BOLTS 3/8"0 x 6" LAGS 0 8"O.C. *35 0 6" D.C. ___________ ON 3 MEMBER (STUD & SILL PLATE) 0 20" D.C. INTO 4 BLKG. A35 0 6" O.C. 870 I12 COX PLYWOOD 10dO2"D.C.E.N..&120.C.I.N., STRUC 1 5/8"O ANCHOR BOLTS 3/8"06"LAGS060D.C. A3506"O.C. A35060C. ON 3 MEMBER (STUD & SILL PLATE) 0 16" D.C. INTO 4x BLK'G. SHEARWALL NOTES: I. STUCCO AND/OR STUCCO W1 VENEER OVER A PLYWOOD 5WEA104ALL WILL BE WATERPROOFED WI A MIN. OF (2) LAYERS OF 115LB. FELT PAPER. ONLY COMMON NAILS ARE TO BE USED FOR ALL PLYWOOD SWEAF4-TALLS. NAIL GUNS USING "CLIPPED WEAD OR.SINKER NAILS ARE NOT ACCEPTABLE. ALL BOLT HOLES TO BE DRILLED 1/32" MIN. TO 1/10" MAX. OVERSIZED. USE DOUGLAS FIR 2 PRESSURE TREATED SILL PLATES. ENGINEER TO BE NOTIFIED FOR RE-DESIGN IF OTHER SPECIES SILL PLATES ARE USED (OR ARE FART OF EXISTING BUILDING) Q C- C) m x C) C 0 mSz ° J 'K o o 0 -C mM s IF Se4EAM4ALL IS DOUBLE SIDED ALL REQUIRED SPACING MUST BE REDUCED BY 50% FOOTNOTES: ALL ANCHOR BOLTS TO" LONG, NAILS THROUGH FL INTO BLK'G. ALTERNATIVE TO ANCHOR BOLTS AT SAME SPACING AS ABOVE IS: ATTACH SILL PLATE 10 2000 PSI. FOUNDATION WITH *307-5/8" DIAMETER RAMSET ANCHORS W/ 3• MIN. EMBEDMENT. (ICB0 12391) IF 1/2" DIAMETER ANCHOR BOLTS ARE USED, SPACING BETWEEN THE BOLTS MUST BE REDUCED BY 25X. L LOVELACE ENGINEERING Structural Design and flUe 24 ier' Analysis J 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Phone 619.535.1989 Fox .108 SHEET NO. -OF CALCULATED BY _____________________________ DATE CHECKED BY _______________________________ DATE SCALE /eIt CP( PL-?_~Qaqj 31/1 L \ ('4 4% L0C,J 4,d 'U' C En I(D S L 312- osi ('l 22 / rrr'-cv T SE.) WPL o. C(r DrpjL I_s;I .il V.: ,' oe ___________________________________ L ENGINEERING SHEETNO, 12- OF___________ Structural De$i and TItle 24 Enczgy Analy CALCULATED BY DATE 1 6496 Weathers Place • Suite 200 San Diego. CaliforniaCalifornIa 92121 CHECKED BY DATE 619.535.9111 Ptto,te 619.535.1989 Fax SCALE PLTh. 54-IEATMING PER PLAN 2x JOIST PER PLAN (s.S.-rsrr) W Zc-. 544EAR PANEL PER PLAN -A35 PER 544EAALL GCIED. (1O.C. MAX.) —DOUBLE TOP PLATES () -2x STUDS • 16'O.C. SHEAR TRANSFER DETAIL HF50132 •: 'k ,'..,.. 0... JOB A IL LOVELACE _____________ ENGINEERING SHEET NO. - OF J F Structural Design and Title 24 Energy Analysis CALCULATED BY ___________________________ DATE i 6496 Weathers Place • Suite 200 San Diego. California 92121 CHECKED BY _____________________________ DATE -7-619.535.9111 Phone 619.535.1989 Fox SCALE 3 3378 3 8 23 33 13 3 173 23 3 78 .33:3338 ..... t'l4 2&2 Flaol2. OI rr-rcv T10 WPLL 3 COC1/ çi;L 88fjr.i.r 737.3 ,V:,J?i. 23S.l11 .5: L LOVELACE JOB _____________________ ENGINEERING SHEET NO. __ ___ OF I Sxctural DesIgn and Title 24 Energy AnalysIs ] 6496 Weathers Place • Suite 200 CALCULATED BY DATE _______________________ San Diego, California 92121 619.535.9111 m 619.535.1989 p CHECKED BY __________________________ DATE SCALE NOTE: INSTALL / SPECIAL INSPECTION (MAINTAIN 8" CONCRETE EDGEDISTANCE) POST PER PLAN S1NPGc4 I4A I4OLDOkN, I'4/ 3/4 IA. T1 R-oy Em!,V iJi- fslr,,46 for,,J(r JtTM Siiripo,.J ET22 Ee-1'..r APS "k 'ICb PLATE fl PER PLAN-.., STUDS PER PLAN ANCHOR SOLT5 PER PLAN II I I CONT. FOOTING . PER PLAN HOLDOWN RETROFIT FF0010 ME I DATE DATE CALCULATED BY CHECKED BY LOVELACE ENGINEERING Structural DesIgn and TItle 24 Enegy Analysis 6496 Weathers Place • Suite 200 San Diego, California 92121 619.535.9111 Ph6n.e 619.535.1989 Fax JOB SHEET NO. OF ) (a SCALE CALCULATED BY CHECKED BY DATE DATE =L LOVELACE ENGINEERING Structural Design and Title 24 Energy Analysis ] 6496 Weathers Place • Suite 200 San Diego. California 92121 619.535.9111 Pttorte 619.535.1989 Fax SCALE JOB SHEET NO. 1(o OF ________________ C-itv Of Carlsbad APPLICATION FOR UNREASONABLE HARDSHIP. EXCEPTION TO STATE OF CALIFORNIA, DISABLED ACCESS REQUIREMENTS (EXISTING BUILDINGS; C1APTER. 31, DIVISION III. Sec. 3112A.(a) exc 1.) When existing buildings are reniodelecbn4 when the valuation of the modifications is le s s t h a n a p p r o x i m a t e l y 80,000 dollars, the California State Building Code allows relief from some acces s i b i l i t y r e q u i r e m e n t s w b e n t h e c o s t of compliance with those regulations is disproportionate. Disproportionate cost is defined as when the cost of all compliance requirements except mandatory measures exceeds 20% of the cost of t h e p r o j e c t . W h e r e t h e c o s t o f alterations necessary to fully comply..is disproportionate, access shell be provided to the e x t e n t t h a t i t c a n w i t h o u t incurring disproportionate Costs. In other words, accessible elements must be provided or upgraded to a maximum Cost of 20% of the project valuation. Priority for providing access should be given in the following orderA. A n accessible entrance, S An accessible route to the altered area, . At least one accessible restroom for each sex, Accessible telephones, Accessible drinking fountains, and When possible, additional accessible elements such as parking storage and alarms. NOTF: SEE CHAPTER 31, DIVISION III, CALIFORNIA BUILDING CODE FOR MANDATORY REQUIREMENTS AND THE COMPLETE TEXT-OF THE REGULATIONS FOR ACCESS COMPLIANCE IN EXISTING BUILDINGS. DOCUMENTATION OF UNREASONABLE HARDSHIP: PLEASE PRINT . -. . . Project Address: 2585 .Plan Check #:______________________ Proposed Use; Owner: Q''-fL'Y Telephone: /?6& 73 I 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576. (619) 438-1161 • FAX (619)438-0894 . 910 WORKSHEET FOR DISPORPORTIONATE COSTS 1.PROJECT VALUATION '2- VALUATION OF OTHER AREAS WITH SAME PATH OF TRAVEL - (Total valuation dating back to January 26, 1992) 3.TOTALOr LINE 1&2 IF LINE 3 EXCEEDS THRESHOLD AMOUNT( $79,500), FULL COMPLIANCE IS REQUIRED IF LINE THREE IS LESS THAN THRESHOLD AMOUNT, COMPLETE WORKSHEET. £W4 4zi 4. ESTIMATED COST OF UPGRADING ENTIRE PATH OF TRAVEL 5.PROPORTIONATE COMPLIANCE COST - - - (Divide line 4 by line 3) 6. ENTER TWENTY PERCENT OF PROJECT VALUATION 7.MINIMUM COMPLIANCE COST OBLIGATION (Lesser of lines 5&6) INDICATE BELOW HOW COST OF COMPLIANCE OBLIGATION WILL BSPENT ITEM - - ESTIMATED COST - SIGNATURE OF APPROVING I TITLE: vOç PLEASE ATTACH THIS DOCUMENT TO THE APPROVED PLANS FOR THE USE OF THE BUILDING INSPECTOR AND THE CONTRACTOR. THANK YOU 10 39Vd OSS LIv1s T1I9 EotI'o908 L1:1 •66t/.9/I1 __ . BD. Robin J. Franklin . . Professional Member of the American Institute of Building Design, Incorporated 6658 San Miguel Road Bonita, CA 91902 Elgil Corp Att: Tony . Re: Tenant Improvements 2585 Plo Pico Drive Carlsbad, Ca. Nov. 27, 1997 -- Dear Tony,. I have reviewed the second correction list for the above-described project. I have filled, out a Hardship Exception form (please find copy attatched). The upstairs toilet room that you have questioned is and will be only accessible by means of existing stairs. Wheel chair accessibility is not possible. The owner's expense is projected at $2500.00 which is a minimal job. I do hope that you can expedite the sign-off in order to enable the owner to proceed with his existing schedule. . Respecrtfully, .. . . Robin Frankli - . "Unless the LORD build the house, they labor in vain who ouiia ii. rwIIi i A • .....1974-1994 .. • B D • celebrating 20 Years of Design Excellence APPROVALS Date (-1S( uIlding j61j4 -5- ~~3 Planning Engineering Coastal Health Assoc. L ( 7 i f6v (( ..4 UO f Lt- 1b &V i(i ( 7 T ( ôil . iL L DATES L) '• To Fraii At - Applicant ApplIcant HAZ MAT FORM IND WASTE APP SCHOOL FEE FORM PLAN CORR ENGRG CORR BUS LIC WCOMP FIRE PLANS ASSESSOR PLANS CoiO