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HomeMy WebLinkAbout2051 PALOMAR AIRPORT RD; ; CB003298; PermitV," T City of Carlsbad 1635 Farada? Av Carlsbad, CA 92008 - 10/11/2000 ... Commercial/industrial Permit Permit No: 0B003298" Building Inspection Request Line (760) 602-2725 Job Address: 2051 PALOMAR AIRPORT RD CBAD - t ;Permit Type: TI .. Sub Type: INDUST S PárOel No: 2130503900 Lot #: 0 Status: ISSUED ' Valuation: '. $60,760.00 Construction Type: VN Applied: 09/08/2000 Occupancy Group: . Reference #: Entered By: RMA Project Title MELLOS GRIOT 2170 SF MANUFACTU Plan Approved 10/11/2000 TO MANUFACTURING - Issued: 10/11/2000 inspect Area Applicant MOORE, JOE -'•. s SUN ROAD PALOMAR PARTNERS L P 3612 VALLEY ST / 14FRAZEERD00 (40,10/11/ 00 0001 ,01 0 CARLSBAD CA 92008 ,I// ©' SAN DIEGO 29210 549-27 Total Fees: $840.10 Total PamentToDate: $296 'B .83 N la'hce bue: \ $549.27 ., •'-- \ 'm ) Building Permit . $450.51 - MeterSize,....'r \ Add'l Building.Permit Fee $0.00 Add'l'Recl. Water Con. Fee $0.00 Z , I ~0 1 Add'I Plan Check Fee $0 00 SDCWA Fee so.do Q) ,'.. .' ... Plan Check $292.83 M4terFee Strong Motion Fee Bridge Fee •:, \ $0007 License -Tax (CFD Fund) / $0.00 BTD #2 Fee \ \ $0.00 Traffl Impact Fee / J $0.00 "d BTD #3 Fee ,.'\ \$0.00 10Traffic)mpact (CFDFund) / $0.00 Renewal Fee \ $0.00 LEMZ Transportation Fee / $0.00 , Add'l Renewal Fee .. , $0.00 . PLUMBINGTOTAL\ /: . $0.00 Other Building Fee . \ $0.90 ELECTRICAL TOTAL / $60.00 Pot. Water Con. Fee $0.00 0~ `Redev MECH .NiCAL'TOT / $24.00 :Meter Size 'N (t. MasterDaira'ge' Fee' ,/ -. $0.00 'Add'l Pot. Water Con. Fee N. so:oo everF:$0.00 Red. Water Con. Fee . ' '-$0.00 Parking Fee:—" . $0.00' ---._TAPERMITFEES V. ,$840.10 FINAL APPROVAL Inspector,12 Date ',4 Clearance NOTICE: Please take NOTICE that approval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions.' You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must V follow the protest procedures set forth in, Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, rview, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service tees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been aiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. S I 55,, V • . V • * .... .. ...,. .. - --.- •.- S - -' - - -.--- - ----"-- 'I FOR OFFICE USE ONLY PERMIT APPLICATION - PLAN CHECK NIDAA av EST. VAL. 1635 Faraday Ave-.. Carlsbad, CA 92008 Plan Ck. Deposit ( -ii) Validated By________________________ Date________________ 1 * -5I d tiimo ME((eSGjoT •45 5 - 'address (include Bldg/Suite #) Business Name (at this address) -c(-"A"z mwit 'T59' Legal Description Lot No. Subdivision Name/Number - -. Unit No. se Total # of u ~A sessosParce J# '' 'Exg Use Proposed e>FF pocz 1-70 Description of Work •' . SQ. FT. ,, #of Stori s # of Birooms .. # of Bathroo LJ 3 j S Name - Address r . ' City - State/Zip Telephone# Fax # 'APpi á Ernlr Cactr 0Aef&r - I S i I4 jtQ$r26r H Address75f 14ie ay/Zip ' Telephone # 7 Z-0 721 PEROWNER - Name .. . Address - City '- State ZFp - Telephone # 5. CONTRT O,ANjyj 1L •: : L (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 th'e provisions of the Contractor's License Law 5 [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 'exe ption. An violation of Section 7031.5 by any applica for a permit subjects the applicant to civi enaltyof n ore than fi e hundred dollars [$5001). S - a . /Jg - - • -y-qI-•i 2 3 Name Address - .. City Sta'b/Zip Telephone # , State License #,-3'0'73q License Class i:51 City Business License Designer Name Address - City Stay/1ZiP9/00 Tphoe11 (J State License # C—i?9T 290-83 - PIE Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declaratiom,. . . 0 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. ' - - -- - - - I have and will maintain workers' compensation, as requird by Section 3700 of the Labor Code, for the performance of the work for which this permit-is 5issud. Myworker's compensation insurance carrier and policy number are: Insurance Company - - Policy No. ' - Expiration Date - S (THl,,,SECTlON 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 cure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalti,s and civil fines up to one hundred - thousand doll - .00 in addition to the cost of com'pensation, damages as provided for in Section 3706 of the Jbor 6de, interest and attorney's fees. 'JOwN 3Dct(mr - -. --- DATE9/&/'SSIGNA.-. I hereby af - that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will dothe 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 I' 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). - - ,- - 0 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 arid materials for construction of the proposed property improvement. 0 YES ONO - J. (have / have not) signed an applicàtionfor a, building pethiit for the proposed work. • -. - - - - - ' - - S I have contracted with the following person (firm) to provide the proposed Construction (include name / 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 arid provide the major work (include name / addres / phone number / Contractors license number): - - I will provide some of the work, but I have contracted (hired) the following parsons to provide the workindicated (include name / address / phone number / type, of work): -:PROPERTY OWNER SIGNATURE " • -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? 0 YES 0 NO - • -' - - - Is the applicant or future building occupant required to obtain a permit from the air pollution control district p air quality management district? 0 YES 0 NO Is the 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 THEAPPLICANT HAS MET OR IS MEETING THE - - REQUIREMENrSOF THE OFFICE OF EMERGENCY SERVICES-AND THE AIR POLLUTION CONTROL DISTRICT.-- l'hereby affirm that there is a construction lending agency for the perfórrnañca of the' work for which this pehnit'is issued (Sec. 3097(i) Civil Code). - LENDER'S NAME " - -- - - - -- '- LENDER'S ADDRESS . - . • -- • -- [ i9i,LALCTLCERTIFICATION 1777 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 Citi 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. , 1 71 EXPIRATION: Every permit issued b' ui i Official under the provisions of this Code shall expire by limitation and become' ecome njlIan'tsoid if the building or work authorized bisuch permit is n - ad wit hi 180 days from the date of such permit or ((the building or workaithorized by sucperrrt/is suspended or abandoned at any time after the w - corn nc for a - of 180 d ys (Section 1064.4 Uniform Building Code).10, 'APPLICANT or S SIGNA RE____7 DATE - ,, WHITE File YELLOW Applicant PINK Finance City of Carlsbad Final Building Inspection 100000, Dept: Building Engineering Planning CMWD St Lite ire Plan Check #: Date: 12/26/2000 Permit #: CB003298 Permit Type: TI Project Name: MELLOS GRIOT-2170 SF MANUFACTU Sub Type: INDUST TO MANUFACTURING Address: 2051 PALOMAR AIRPORT RD Lot: 0 Contact Person: JOE MOORE Phone: 7608054329 Sewer Dist: CA Water Dist: CA Inspected Date / By: Inspected: Approved: Disapproved:21 Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 01/10/2001 LJ Permit# C6003298 Inspector Assignment: TP Title: MELLOS GRIOT-2170 SF MANUFACTU Description: TO MANUFACTURING Type: TI Sub Type: INDUST Phone: 7608054329 Job Address: 2051 PALOMAR AIRPORT RD Suite: Lot 0 Location: Inspector: APPLICANT MOORE, MOORE, JOE Owner: SUNROAD PALOMAR PARTNERS L P Remarks: Total Time: Requested By: JOE MOORE Entered By: ROBIN CD Description Act Comments 19 Final Structural _______________ 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs PCR99042 EXPIRED Inspection Histoy Date Description Act Insp Comments 01/05/2001 89 Final Combo NS TP CORR NOT COMP. 01/04/2001 89 Final Combo CO TP SEE CARD 12/28/2000 89 Final Combo CO TP SEE JOB CARD 12/26/2000 89 Final Combo CO TP NO CElL INSP 11/16/2000 13 Shear Panels/HD's AP TP SHR WALLS COMP. 11/16/2000 17 Interior Lath/Drywall AP TP WALLS ONLY & CIR. TO PNLS 11/09/2000 14 Frame/Steel/Bolting/Welding CO TP N. SHEAR NAIL PENT RE-NAIL 11/09/2000 14 Frame/Steel/Bolting/Welding AP TP WALLS 11/09/2000 34 Rough Electric AP TP 11/08/2000 14 Frame/Steel/Bolting/Welding CO TP 11/06/2000 14 Frame/Steel/Bolting/Welding CO TP SI REP. NOT PER PLAN 11/03/2000 14 Frame/Steel/Bolting/Welding CO TP ND S I REP FOR H D 5, BOLTS EsGil Corporation. In Partnership with government for Building Safety DATE: September 26,2000 0 EL1ANT ofui' JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 00-3298 SET: II PROJECT ADDRESS: 2051 Palomar Rd. PROJECT NAME: TI for Mellos-Griot Laser 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. 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 checklist 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 REMARKS: By: Bill Elizarraras Enclosures: Title 24, Struct. Calc's Esgil Corporation Exit Analysis LIGA EMB LIEJ EPc LOG tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners/lip with government for Building Safety DATE: September 20, 2000 U APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE. PLAN CHECK NO.: 00-3298 SET: I PROJECT ADDRESS: 2051 Palomar Airport Rd. PROJECT NAME: TI for Mellos-Griot Laser 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. 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: Joe Moore 3612 Valley St. Carlsbad, CA. 92008 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: Joe Moore Telephone #: 760-434-1203 Date contacted: c1f1, JOb (by: ) Fax #: Mail Telephone, Fax In Person LII REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 9/12/00 trnsmtl.dot 9320 Chesapeake Drive,-Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 00-3298 September 20, 2000 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS. PLAN CHECK NO.: 00-3298 JURISDICTION: Carlsbad IOCCUPANCY: F-i USE: Laser Mfg. ITYPE OF CONSTRUCTION: VN ACTUAL AREA: 198,000 sqft. ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: 12' SPRINKLERS?: yes REMARKS: TI inside (ex) Warehouse DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: September 20, 2000 OCCUPANT LOAD: 2170 sqft. DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/12/00 PLAN REVIEWER: Bill Elizarraras 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 (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. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot -I Carlsbad 00-3298 September 20, 2000 PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 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. 2. Provide an exit analysis plan (may be 8 1/2" x 11" or any convenient size). Show in this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. 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 El No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. Carlsbad 00-3298 September 20, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3298 PREPARED BY: Bill Elizarraras DATE: September 20, 2000 BUILDING ADDRESS: 2051 Palomar Airport Rd. BUILDING OCCUPANCY: Fl TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 2170 City Estimate 60,769 60,769 Air Conditioning Fire Sprinklers TOTAL VALUE 60,769 Jurisdiction Code Bldg. Permit Fee by Ordinance I 450.451 Plan Check Fee by Ordinance v I 292.79! Type of Review: El Complete Review El Structural Only El Other El Repetitive Fee El Hourly v Repeats Esgil Plan Review Fee Comments: I 234.23! Sheet I of I macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB DATE / 6/1I/rti ADDRESS RESIDENTIAL V V TENANT IMPROVEMENT V RESIDENTIAL ADDITION MINOR V PLAZA CAMINO REAL (<$101?000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE Docs/MlsformslP)anninq Engineering Approvals PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB oo?A Address 9OS\ c.\Ormx f ac1- Planner Paul Godwin Phone (760) 602-4625 APN: O . Type of Project & Use: Net Project Density: DU/AC Zoning: PYA General Plan: fl Facilities Management Zone: 5 CFD (in/nu,t #Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by thispermit:________________________________________________ Legend: Item Complete Item Incomplete - Needs your action E Environmental Review Required: YES NO X TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: El Discretionary Action Requjre.d YES ____ NO TYPE APPROVAL/RESO LNO DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:____________________________________________________ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES____ NO____ CA Coastal Commission Authority? YES____ NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Si3ife 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? 1 YES . NO 10 1f. NO complete Cotal PermIt6etermlnatI6n Foim noi ' Coastal Permit Determination Log # ( . . ....i Follow-Up Actions: ' 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPinchkRevChklst Li Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (AIPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE') " Site Plan: Li 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. - Li -Li Li 2. Provide legal description of property and assessor's parcel number. ,1 Front: Required Shown Interior Side:' Required Shown Street Side: Required Shown Rear: Required • Shown Li Li Li 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Li Li Li 3. Lot Coverage: Required Shown 4. Height: Required Shown 0 Li Li 5. Parking: Spaces Required Shown Guest Spaces Required Shown Li Additional Comments - ITL)rI bf -C\CfCcUC3 part.iti Zoning: Li Li Li •1. Setbacks: t./U\ doo OK TO ISSUE H:\ADMlN'COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department . 003298 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 . (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 09/12/2000 Reviewed by: Name: . Joe Moore Address: 3612 Valley Street City, State: Carlsbad CA 92008 Plan Checker: Job # 003298 Job Name: Job Address: Mellos-Griot Laser 2051 Palomar Airport Rd. Ste. or Bldg. No. ri 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. EJ 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. fl 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 1st 2nd 3rd Other Agency ID FD Job # 003298 FD File # 09/25/2000 02:39 5919143 TABARCH PAGE 01 - Ted Ai rButhaflafl. R.A.. NCARB rchflec1ure OrreeflflQ planning lOOl Mockingbird Lane San Marcos. California (760) 591-9133 tax: 591-91 43 92069-4928 Da?e2.5 PTa.)1OO Fax to: SubIect: tI11.) c-r PL.-I LDS CAL.c. Comments: #of Sheets I incl..thIcover) : 11 CF?ESF EIFFL?I 140 WEST WOODWARD AVENUE • ESCONDIDO, CA 92025 • (760) 741-5255 • FAX (760) 746-1461 STRUCTURAL CALCULATIONS for Melles-C riot Tenant Improvement Project 2051 Palomar Airport Road Carlsbad, Ca. TABLE OF CONTENTS Structural specifications I 2 Building Sketch 4 Gravity Analysis Timber Ceilingr Beams and Joists 5 Posts and Balloon Frame Studs 6 Lateral Analysis Loading 7 Diaphragm Design 7 Lateral Force Distribution 7 Overturning on Shear Panels 7 Foundation Design Slab Foundation 7 Details Shear Transfer Details 8 Specialty Details 8 Approved: September 6, 2000 U C laciiuello II RCE31794 CXl) 12/31/00 ) Melles-Griot TI Project, Ted A. Buchanan, Architect, Job # 20021 GENERAL NOTES and STRUCTURAL SPECIFICATIONS GENERAL 1.1 The Contractor shall verify all dimensions before commencing work, and notify the Engineer immediately of any discrepancies found. 1.2 Specific notes and details shall take precedence over these General notes and the typical details in case of conflict. 1.3 Where no construction details are shown or notcØ for any part of the work, the details used shall be the same as for other similar work. 1.4 The design is based on the 1997 Uniform Building Code and the local building code. 1.5 Neither the Owner nor the Engineer will enforce safety measures or regulations. The Contractor shall design, construct and maintain all safety devices, including shoring and bracing, and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations. 1.6 Design is based on: Dead Live 1.6.1 Ceiling- Plywood sheeting over 2xjoists 7.5 psf 10.0 psf 1.6.2 Interior Partitions- Drywall over 2x6 framing 10.0 psf 1.7 True copies of these specifications and calculations will all have the original signature of the engineer in blue ink and an imprint of his official seal on the cover sheet. FOUNDATION 2.1 Character of he foundation soil is based on the soils report by: NONE 2.2 Project is located within 10.25 kilometers of the Rose Canyon fault a type "B" fault with type "Sd" soil, from which is derived the following seismic coefficients: Na= 1.0, Nv=1.0 Ca=0.44, and Cv=064. 2.3 Soil characteristics are as follows: 2.3. I Maximum allowable soil pressure 1000 lbs/sq. ft 2.4 Minimum depths below finished grades for footings shall be as follows (unless otherwise specified): 2.4. I Single story buildings, walls, square footings and piers in non expansive soils: 12 inches 2.5 Slab is assumed to be 6 inches of concrete thick1 Slab reinforcement is assumed to consist of #3 bars placed at 18 inches on center in both directions and located in the center of the slab as a minimum. If during construction, it is determined that these minimum thicknesses and reinforcement are not met, the Engineer shall be immediately notified and the project design reviewed based upon in situ findings. 2.6 Minimum foundation bearing capacity has been assumed for this project, should a Soils Report or Preliminary Investigation Report be completed subsequent to this design the recommendations of the Soils Engineer shall be complied with. Said report may necessitate a review by the Engineer of the foundation design. 3 CONCRETE 3.1 Concrete shall have a mininjuin compressive strength in 28 days of 2500 psi. Cement shall comply with TYPE 11. 3.2 Reinforcing shall comply with ASTM A-615 grade 6() for #8 bars and larger, grade 40 for #7 bars and smaller. Welded wire fabric shall comply with ASTM A-185, with a minimum lap of 6 inches or one full mesh whichever is greater. 3.3 It shall be pçrmissible to substitute a metric size bar of Grade 300 for the corresponding inch-pound size bar of Grade 40, a metric size bar of Grade 420 for the corresponding inch-pound size bar of Grade 60. 3.4 It shall be permissible to substitute the following metric size bars for the equivalent inch-pound bars (in parenthesis). #10 (#3). #13 (#4). #16 (#5). #19 (#6), #22 (#7). #25 (48). #29 (#9). #36 (#11), #43 (#14) and #57 (#18). crest Engineering 140 W. Woodward Ave.. Escondido, CA 92025. (760) 741-5255 t2 Melles-Griot TI Project, Ted A. Buchanan, Architect, Job # 20021 3.5 No pipes or ducts shall be placed in concrete columns, walls or slabs unless specifically detailed. 3.6 . Reinforcing detailing shall conform to the Concrete Reinforcing Steel Institute "Manual of Standard Practi c e " , t h e latest edition. 3.7 Epoxy type anchors, where specified, shall utilize Epoxy-Tie SET-High Strength Epoxy Adhesive, as manufact u r e d by Simpson Strong-Tie Co., with ASTM A-307 threaded rod or ASTM A615 rcinforciig bars and installed in accordance with the manufacturer's installation instructions and ICBO ER 5279. Special inspection is required during installation. 3.8 On interior bearing or shear walls " Simpson Strong-Tie Wedge-All Anchor" of the same diameter as the specified anchor bolts and of such length as to provide a minimum of 2-3/4 inch embedment, may be substituted for t h e specified anchor bolts if installed in accordance with manufacturer's instructions and ICBO ER 3631. Do no t substitute the above for holdown anchor bolts. 4 TIMBER 4.1 Framing lumber shall be Douglas Fir/Larch and shall be grade marked as follows (unless otherwise specified) : 4. 1. 1 Studs and light framing I 'Construction" or "Stud"; 4. 1.2 Joists and rafters "No. 2": 4.1.3 Posts, beams and planks 'No. 1"; 4. 1.4 2.x4 studs over 10 feet in height "No. 1". 4.2 All plywood shall be Douglas Fir conforming to PS-1-74 with exterior glue except where permanently e x p o s e d , u s e exterior grade. Plywood nails of the same gauge, or larger. as common wire nails with lengths at least equal to on e half the length of common wire nails required plus the thickness of the plywood, shall be used unles s s p e c i f i e d otherwise. 4.3 Oriented Strand Board conforming to APA specifications for structural panels of the same thickness a n d r a t i n g specified may be substituted for plywood. .4.4 Sill plates on concrete shall be Douglas Fir, pressure treated with 5/8 inch diameter anchor bolts, 12 inc h e s b u g spaced 4 feet on center maximum at all bearing walls, and 'A diameter ancho? bolts, 10 inches long spaced 6 feet on center at all nonbearing interior walls. Provide 2"x2"0/16" thick plate washers on each bolt. Shot pins place d at 32 inches on center may be substituted for sill plate anchor bolts at interior nonbcaring walls only. 4.5 Shot pins shall be manufactured by Ramset Fastening Systems and installed according to 1.C.B.O. resear c h r e p o r t 1639. For attaching 2x wood members to concrete. use 0.218 inch diameter 3-5/16 inches long with 3/8 i n c h diameter head and 3/4 inch diameter washer 1/8 inch thick. For attaching 2x wood members to steel, use 0 . 1 8 7 inch diameter with 7/8 inch diameter washer 5/16 inch thick with 3/8 inch mninimuum protrusion through steel Plate. 4.6 Top plates of all stud walls shall be doubled and the same size as the studs. Lap plates 4 feet minim u m w i t h a t least 6-16d nails spaced 12 inches maximum on center on each side (unless specified otherwise). 4.7 Solid block studs at ,l() feet vertical intervals. 4.8 Place 2x solid blocking between all roof joists and rafters at supports. 4.9 Cross bridge or solid block between roof joists and rafters: 4.9.1 Over 10 inches deep-at center of span or 10 feet oil center (whichever is smaller); 4.9.2 Over 8 inches deep but less than 10 inches in depth at 8 feet on center. 4. 10 Bolts shall have 7 diameter minimum end distance and 4 diameter niimmimnuni ed'ge distance and shall be s p a c e d i t minimum of 4 diameters on center. 4.11 All bolts shall be fitted with washers. Holes in wood shall be bored with a bit 1/32 to 1/16 inch large r t h a n t h e bolt. 4.12 Do not bore or notch joists. rafters or beams, except where shown in details. Obtain the approval of the E n g i n e e r for any holes or notches not detailed. Holes through sills, plates, studs and double plates in interior bear i n g a n d shear walls shall not exceed 1/3 the plate or stud width and shall be located in the center of the stud or plate . 4.13 Plywood sheeting designed as a roof or floor diaphragm, shall be installed with the face grain perpendicula r t o framing and with joints parallel to framing, joints parallel to framing shall be staggered. Crest Engineering 140 W. Woodward Ave.. Escondido. CA 92025. (760) 741-5255 Melles-Griot TI Project, Ted A. Buchanan, Architect, Job #20021 4.14 Ph wood or oriented strand board designed a9 vertical shear panels, shall be installed so that the minimum dimension of an individual sheet or sheets in any direction is two (2) feet, except when sheet extends over or under an opening in the wall. 4.15 Nailing, unless otherwise specified minimum connections shall be as detailed herein or comply with Table No. 23- I1-13-I Nailing Schedule of the Uniform Building Code, whichever is greater. 4.16 Steel framing connectors shall be manufactured by the Simpson Strong-Tie Company and installed in accordance with manufacturers recommendations, unless alternate connectors have been approved by the Engineer prior to construction. Connections subjected to conditions of excessive moisture shall be hot-dipped galvanized. 4.17 Provide shear transfer through wood framing as follows: 4:17.1 Roof: Provide 2x blocking between joists at all supports with a minimum of (2)-16d nails into each joist and flat blocking with a minimum of (3)-16d nails into plates and support blocks or (2)-Simpson A-34 'in each block. At ends, provide Simpson A-35 at 24" 0/c between joist and plate. 4.18 Wood "I" Joists, shall have flanges composed of MICRO=LAM laminated veneer lumber chords such as manufactured by Ti-us Joist Corporation, as specified in Report No. NER 126. Moiture content shall be between 7 and 16 percent. 4.19 Wood "1" Joists, hall have plywood web material complying with PS 1-83 or Sturdiwood oriented strand board or other recognized equal which complies with APA and Trus Joist Corporation applicable standards as substantiated by perforiiianec verified testing data and verified by an independent testing agency. The Sturdiwood panels are produced under a quality control program with inspections by the American Plywood Association (NER-108). 5 MISCELLANEOUS 5.1 Gypsum wallboard, unless otherwise specified shall be 1/2 inch thick and applied to unblocked framing. It shall be nailed with Sd cooler nails at all studs (spaced a maximum of 16 inches on center), and top and bottom plates at 7 inches on center maximum. U/t)I4Jt( 24J Crew Engiiicering 140 W. Woodward Ave.. Escondido, CA 92025. (760 741-555 4 Ceiling Joists-Supporting Accoustic Cig TJ-Beai v5.45 Serial Number: 7000009690, 11.875" TJ I®/Pro TM -250 JOIST @ 16.0" 0/c 5 c? BEAMUSA 1001 9/6/00 10:27:22 AM Page 1 of 1 Build Code: 124 THIS' PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND L O A D S L I S T E D Member Slope: 0 Roof Slope: 0 24 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting ROOF Application. Loads(psf): 10 Live at 125% duration, 7.5 Dead SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 Plate 3.50' 3.5 Left Face 160/120/280 Detail Ri SB Shear Blocking .2 2x4Plate 3.50' 3.5" Right Face .160 / 120 / 280 . Detail R SB Shear Blocking - See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): Ri. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 275 273 1775 Passed(15%) Lt. end Span 1 under Roof loading Reaction(lb) 275 275 1775 Passed(16%) Bearing 1 under Roof loading Moment(ft-lb) 1622 1622 5538 Passed(29%) MID Span 1 under Roof loading Live Defl.(in) 0.308 0.786 Passed(L/920) MID Span 1 under Roof loading Total Defl.(in) 0.538 1.179 Passed(L/526) MID Span 1 under Roof loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: L/360, TL1/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" 0/c unless detailed otherwise. Proper atta c h m e n t a n d positioning of lateral bracing is required to achieve member stability. - Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist. Trus Joist warrants t h e s i z i n g o f i t s p r o d u c t s b y this software will be accomplished in accordance with Trus Joist product design criteria and code accepted design v a l u e s . T h e s p e c i f i c product application, input design loads, and stated dimensions have been provided by the software user. This output h a s n o t b e e n reviewed by a Trus Joist Associate. - Not all products are readily available. Check with your supplier or Trus Joist technical representative for product avail a b i l i t y . - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYS I S . - Allowable Stress Design methodology was used for Code NER analyzing the Trus Joist Residential product listed bov e . Qtc\ fkIt \fC: LA)) I1 'Z\\ PROJECT INFORMATION Melles-Griot Job.#20021 Ted Buchanan-Architect OPERATOR 'INFORMATION: Crest Engineering U.C. lacuaniello II 140 West Woodward Ave., Escondido, CA 92025 760-741-5255 760-746-1461 Copyright © 2000 by Trus Joist, A Weyerhaeuser Business. Pro" and TJ-Beam are trademarks of Trus Joist. TJI® is a registered trademark of Trus Joist. A:\20021cj.Bm Column[ 97 UBC (91 NDS)] StruCalc 4.06 ç By: U.C. lacuaniello II, Crest Engineering on: 09-06-2000 Project: 20021 - Location: Balloon frame Caic-Studs Summary: 1.50 x 5.50 x 11.0 FT / #2 - DOUGLAS FIR-LARCH - Dry Use Section Adequate By: 4.8% Base Reactions: Live: RL= 16071. LB Dead: RD= 292 LB Total: RT= 452 LB Axial Loads: Live Loads: PL= 160 LB Dead Loads: PD= 267 LB Total Loads: . PT= 427 LB Column Data: Length: 11.0 FT Column End Condition: I Ke= 1.0 Maximum Unbraced Length (X Axis): Lx= 8.0 FT Maximum Unbraced Length (V Axis): . Ly= 0.0 FT Eccentricity (X Axis): ex= 0.00 IN Eccentricity (V Axis): ey= 6.00 IN Column Design Stresses: Compressive Stress: . Fc= 1300 PSI Modulus of Elasticity: .................. .. E= 1600000 PSI Bending Stress (X Axis): Fbx= 875 PSI Bending Stress (V Axis): Fby= 875 PSI Adjusted Properties: Fbx: Fbx'= 1138 PSI Adjustment Factors: Cd1.00 Cf1.30 . Fby: . Fby 1308 PSI . Adjustment Factors: Cd1.00 Cf1.30 Cfu1.15 Fc(parallel): Fc'_parl= 1034 PSI Adjustment Factors: Cd1.00 Cf1.10 Cp0.72 Critical Buckling Design Value: Fbe= 2866909000 PSI Controlling Direction: (X Axis) Compressive Stress: fc= 52 PSI Allowable Compressive Stress: Fc 1034 PSI Column Properties: Column Section (X Axis): dx= 5.50 IN Column Section (V Axis): dy= 1.50 IN Area: A= 8.25 1N2 Section Modulus (X Axis): Sx= 7.6 1N3 Section Modulus (V Axis): Sy= 2.1 1N3 Length Depth Ratio: Lex/dx 17.5 Ley/dy .0 Column Bending Calculations: . Combined Stress Factor: CSF= 0.95 2 (,Q (0t f €-t€:b L1 JLL o(L, 7 L)-{ (4c.i € CRESTENGINEERING . Sheet 018 Lateral Analysis of Tennant Improvements psf := 1bf.ff 2 pcf := 1bf.ff 3 ksi := 1000.psi NOTE WIND LOADING N/A (work is inside building) Seismic Loading Ca 0.44 a:= I R 4.5 := 7.5psf := 10.0.psf '1:= I v :=3.Ca.I.R W:=[y.(24.76 5.7.5).112j + y2..(76 + 24) 112 W = 2.44 x 10 lbf 5.112 x 10 lbf V := ir(v> 1.4 V = 5,112 x 10 lbf V USE: 3/8" CDX 24/0 plywood w/8d common v.76.11 v:= v= l06.502-- := C = 2.024x 103lbf nails spaced 6 o.c.on edge& 12°o.c.in the 224.11 It .. 4 field. Provide Simpson ST-6236 @plate splices. Wall Loading East & West Walls V Ibi' USE:. 1/2" gyp bd unblocked w/5d cooler v v = 33.632 27611 ft nails spaced 7° o.c. w/AB @ 48" 0/c North Wall V 146.061 Ibi USE: 3/8" plywood w/8d common nails v = 2.(6.5..+ i ft spaced 6 o.c.on edge & 12" o.c. in the field. ProvideAB @ 48" o/c South Wall V11 v1= 66.736— USE: 3/8" plywood w/8d common nails 215.3311 It spaced 6o.c.on edge & 12"o.c.inthe field. Provide AB @ 48" o/c .s Overturning h := liii (6.5.11)2 vh6.5ll - 1.11 + y I In). North Wall 2 OVT := OVT = 1.49x I03Ibf 6.511 V.,-11- 11.11 - I .11 + . . (11.11)2 OVT 0VT1 = 1.252 x 10 Ibi 11.11 v1 ft 15.3311 - I .11 + y I I 11). (15.33. .,)2 2 South Wall OVT 15.33.11 := 0V10 1.024 x 10- IN* USE: Simpson PHD-2 w/5/8" dia threaded rod I embedded 2-1/2" minimum into slab w/SET adhesive and bolted to 4x stud whO SDS 1/4"x3" screws-typical at wall panel corners. Foundation Design Wall Loading: W:= I l.li.y + + lOpsl') W = Pc 2000.psi w:= ISO-- b:= Gin t :=6in lbf Check unit Shear v 2.fi.lbf 5.in v = 89.443 P = 44.721 psl p V11 := [1.4.[w.b.t + - 10 lbf)] + 1.7.10. l2.j V = 536.5f Ibf It I Vul Vn V,1 := V = 63I.l76lbi.II v:=—. v = 17.533 It- psi Since v is < one half v No Steel is Required TlLat.mcd 9/6/00 Melles-Griot TI Proiect Job # 20021 Crest Engineering Sheet of SHEAR TRANSFER DETAILS - -A Shear PaneL (where occurs)- - SoLe PLate nailing SoLe pLate naiLing .- •• H A2 t~P5.) / rM 2x btocking --.*-2x'Rlm Joist PL Jos btock Shear Panet 2x4 iotocking "'o ><' (where occurs) w/ 16d @ 12' —Shear Pare( oc or A-35 - (where occurs) 24' Roof to \,jjI. Frarnining Perpenc1icu1ar Po-o,11et Framing ' I •• 0 DPL, TOP PLATES '4 3/5' MIN. EDGE DISTANCE ON is NAILS (TYP.) z E.N.A EDGE NAILING 1L_ .N.= s.,FIELD II\ F .N.AILING PER PLAN \IUENU'\ I ANCH. BOLTS . I /1 BET HOLDON ANCHOR 4 USE LK'G OR JOINT *'HERE OCCURS LK'G FOR ALL TRANSVERSE PER PLAN JOINTS, TYPICAL SHEAR PANEL DETAIL FROM JOE MOORE CCHST CO FAX NO. 725257 Jan. 08 2001 G9:36Pfl P1 .01/BB/201 18:S 766630135 NDELE PAGE siiei ELEC1CAL PANEL WSCHEIDULE Supplied from main buss duct 120/208 volts 200 snips 31hase BKR ITEMS A B CCkLCKtA B C ITEMS BKR 20 Drop card reoepc10 1500 1 2 1500 Crop cord reeptaaie 20 20 Drop cord receptade 1600 3 4 1500 Drop cordreceplade 20 20 Drop cord receptacle 1500 5 6 1500 Drop cord rplade 20 ,20 Drop czrdrecepc1e 1800 7 8 1500 orapocidreceptacle 20 : 20 Drop cow receptacle 1500 9 10 1500 CIOp card iptsde 20 20 Drop cord receptacle 1500 11 12 1500 Diop cord receptacle 20 20 tp acid receptacle 1500 13 14 1500 Benches 20 20 Drop cord receptacle 1500 15 16 1500 8enchs 20 20 Drop card receptacle 1500 17 18 1600 8eicbs5 20 20 Vkecef4ade$oubkle 1600 19 20 1500 Beneies 20 20 ReceptaCle 1600 21 22 1500 Benches 20 20 Receptacle 1500 23 24 1500 Benches 20 -20 Bench 1500 25 26 1500 Receptade & outside 20 20 Bench 1500 27 28 1500 Receptacle 20 20 BeneJ 1500 29 30 1600 BenCh 20 20 Bench 1500 3132 29 Beach 1500 33 34 20 Bench 15003538 - 100 Sub panel 9000 37 30 1400 Lighm 20 100 Sub panel 9000 39 40 150 Emergencyfeidt ltghts 20 100 Sub panel 9000 .11 42 1400 Lights 20 T1M Pk Up s j is p- kb( -'- - FF01 JOE MOM CfJHST CO , FAX NO. 7205257 - Jan. 04 2001 05 01Pt1 P1 -'.4 Pk;Upc L1IcAL ertot Zvi -A ;= r ij I(os 5AO1 .4- 4;1 .1 'IJ 1 4- __L•._ •:., - 2.4 - 2J . ,-." .4 . . ... . - -......- - . _•..4 '•_ . .2 - _.4. - a - -1 •.#•- .. ::.-'• -. .4 --• .._. -.4-...... . •.-- •. . •...... .. - - -.•:-• . . •.- .--4' 7 2. .4- .2.. 2• .4.-' --- .4 - IVA 2• 4- --'4.. 4. 4- - : .. ..--. ON- q_ .. .-• . :-.:-- •- - .. . . .: , 4 5.._ ... -. :• ----4 4- - - - .-. 4- 4.•__ - - 2) -- - ------------ FROM : JOE MOORE CONET Cl) FAX NO. : 7285257 Jan. 04 2801 05: @7PP1 P1 ft, nn :--- 4o-ctFM 1-4 3'O :: ----- - .- . ,. .1614 - ,.4CPt4 u-rt-r--7 I / V 15M- IRI ri I - T