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HomeMy WebLinkAbout2283 COSMOS CT; ; CB101703; Permit10-26-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB101703 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2283 COSMOS CT CBAD Tl Sub Type: INDUST 2130504300 Lot#: 0 Status: $26,000.00 Construction Type: NEW Applied: Reference #: Entered By: CTDI - INSTALL VERTICAL LIFT Plan Approved: TO TRANSPORT RACKS CONTAINING ELECT EQUIPMENT FROM 1ST Inspect Area: Plan Check#: Owner: ISSUED 09/15/2010 RMA 10/26/2010 Issued: 10/26/2010 MCKINLEY ELEVATOR CORP 17611 ARMSTRONG AV 92614 949261-9222 WESTERN STATES TECHNOLOGIES HOLDINGS INC C/0 TODD P MILLER 18101 VON KARMAN AVE #330 IRVINE CA 92612 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $260.88 $0.00 $169.57 $0.00 $0.00 $5,46 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $0.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31041 93) License Tax (43041 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541 ) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? TOTAL PERMIT FEES $456.91 Total Fees:$456,91 Total Payments To Date:$456.91 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: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 'lees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., CaH§bad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov JOB ADDRESSV CT/PROJECT*PHASE ## OF UNITS I # B SUITE#/SPACE#/UNIT# # BATHROOMS TENANT BUSINESS NAME C.TOX- DESCRIPTION OF WORK: Include Square Feet of Affected Areafs) CONTACT NAME (If Different Fom Applicant) PROPE ER CONTRACTOR! BUS. NAMEiCTORBUmtMA^\gA~ADT5R ADDRESS HbU CITY ST ZIP CITY wI FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE UC.# (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 issufenol, also requiresapplicant 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). Workers' Compensation Declaration: / hereby affirm under penally of perjuty me of (he following declarations: .... O 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. 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 workers' compensation insurance carrier and policy -. PolicyNo. IPf O^^J^ 4 ^TT) Expiration Date *? - f~number areMnsurancs Co. This section need not be comple O Certificate of Exemption: I certify that in the performaje»eHrTeTvoFk for whicfNMs 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 workersjjlSinpensallotrcoverabe is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), In addition to the cost of compensation, damagss*@s provided for In Section 370rof the Labor code, interest and attorney's fees. JS& CONTRACTOR SIGNATURE I hereby affirm fhaf I am exempt from Confractor's License Law for .(he following reason: O 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 tbe purpose of sale). D 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 contractors) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement, a Yes a No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone /contractors' license number): 4.1 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 / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ^PROPERTY OWNER SIGNATURE OAGENT 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 tiazardous Substance Account Act? fJYes O No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes d No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O Yes O No IF ANY OF THE ANSWERS ARE YES,/ ~ EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address 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 representative of the City of Carlsbad to enter upon Ihe above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD OSHA: An OSHA permit is required for excavations over 5'0" EXPIRATION: Every permit issued by the Building Ofjjcjal-ori3erthe, 180 days from the date of such permit or if ^APPLICANT'S SIGNA' if structures over 3 stories in height 3 shall ei^ire by limitation and become null and void if Ihe building or work authorized by such permit is not commenced within i by such permit is suspepfied or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). DATE Inspection List Permit#: CB101703 Type: Tl INDUST CTDI - INSTALL VERTICAL LIFT TO TRANSPORT RACKS CONTAINING EL Date Inspection Item Inspector Act Comments 04/11/201189 Final Combo PD AP FINAL 04/11/201189 Final Combo PD AP 11/09/201011 Ftg/Foundation/Piers RB AP 11/05/201011 Ftg/Foundation/Piers RB NR SEE NOTICE 7/814-3282 Tuesday, April 12, 2011 Page 1 of 1 CITY OF C A/I*•%* i UNSCHEDULED BUILDING INSPECTION B-44 Development Services Building Division 1635 Faraday Avenue Carlsbad CA 92008 750-602-2700 DATE: U-VA- vv INSPECTOR: PERMIT #: \ PHONE #: JOB ADDRESS: DESCRIPTION: CODE'DESCRIPTION ACT COMMENTS Bldg Inspection Form Page 1 of 1 Rev. 06/09 Inspection List Permit#: CB101703 Type: Tl INDUST CTDI - INSTALL VERTICAL LIFT TO TRANSPORT RACKS CONTAINING EL Date Inspection Item Inspector Act Comments 11/09/201011 Ftg/Foundation/Piers RB AP 11/05/201011 Ftg/Foundation/Piers RB NR SEE NOTICE 7/814-3282 Monday, April 11, 2011 Page 1 of 1 CHRJSTIAN WHEELER. ENGINEERING DAILY REPORT Project Name \lrHT..'.*.'L Project* Project Address Permit #to i-70-5 Plan File # Contractor J fU f4M Architect Subcontractor Engineer ^Reinforced Concrete Q Shop Welding |~1 P re-Stressed Concrete Q Field Welding [3 Reinforced Masonry [~1 Fireproof ing Epoxy Anchors Material/Equipment: j/"A «/-/ Weather: Date Titfie Start:Time End:Time Billed: f/;0 /,, /) X/r >/1>/tb 'si t Unless noted otherwise, the work is, to the best of my knowledge, in compliance with the Inspector/Technician's Signature ^ " ,? .-•'„— Reg. # Superintendent's Signature / W' Inspector/Technician (Print or Type) Date 3980 Home Avenue > San Diego, G A 92:105 V+ 6 19-5 50 -1 700 -f FA,X 6 1 9ir 5SQ-1701 THE CITY OF SAN DIEGO DEVELOPMENT SERVICES DEPARTMENT DIVISION OF BUILDING & SAFETY,'NSPECTION SERVICES Tel. (858) 492-5070 Fax (858) 492-5098 SPECIAL INSPECTOR ID CARD Name:Car t- P>r Certificate No^:/ 51 .-.>Signature: Sxpiration: Decemer 31,2010 SE6REVERSiESIDefORTYras)6FWi3RKAUTHORIZEt«FO(lSPECIiU.INSPlCn(»fc CHARLIE G CARTER JR PRESTRESSED CONCRETE SPECIAL INSP The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written examination(s)^ Expiration date: June 14, 2013 J > ~ "~ No. 5032319 /// Not valid unless signed by certificate holder. ICC certification attests to competent knowledge of codes and standards \0( 7O CHRISTIAN WHEELER ENGINEERING DAILY REPORT Prolect# 'reject Addresst AddressZ- s 2*PlanRle# Contractor,Architect Subcontractor Engineer D Reinforced Concrete D Shop Welding D Pre-Stressed Concrete Q Field Welding l~l Reinforced Masonry l~1 Fireproofing Anchors Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Inspector/Te'chnidan's Signature Reg. # Superintendent's Signature Date Inspector/Technician (Print or Type) 3980 Home Avenue + San Diego, CA 92105 * 619-550-1700 + FAX 619-550-1701 CHRISTIAN WHEELER. ENGINEERING COMPRESSIVE STRENGTH TEST RESULTS Job Name: Job Address: Contractor: Subcontractor: Test Location: Req. Strength: Date Sampled: Date Received: Sampled by: Tested by: Sample Type: CTDI Vertical Lift 2283 Cosmos Court, Carlsbad Schneider Contracting Vertical lift pit slab 4500 psi 11-10-10 11-11-10 CGC NS Concrete Job#: Permit #: Architect: Engineer: Supplier: Mix#: Admixture(s): Truck* Mix Temp: Slump: Win in Mixer: 2100617 CB10-1703 Plan File #: Superior 685P 304 Ticket*: 184820 78° Air Temp: 67° 4" % Air: 70 Wet Unit Wt: Sample # 7606 7607 7608 Date Tested 11-17-10 12-8-10 12-8-10 Age (days) 7 28 28 Area (sq. inches) 12.566 12.566 12.566 Maximum Load (Ibs) 66,190 84,950 84,500 Comp. Strength (psi) 5,270 6,760 6,720 Failure Type The sampling, handling, curing and compressive strength testing were performed by Christian Wheeler Engineering in accordance with the applicable ASTM standards. No other warranties express or implied. Distribution: (1) Schneider Contracting: schneidercont@att.net (1) City of Carlsbad (1) Supplier Reviewed by: Michael B. Wheeler, RCE #45358 3980 Home Avenue + San Diego, CA 92105 -f 619-550-1700 -f FAX 619-550-1701 CHRISTIAN WHEELER. ENGINEERING DAILY REPORT Project Name f.ror Project # Project Address Permit #Plan File # Contractor Architect Subcontractor Engineer ^.Reinforced Concrete Shop Welding l~l Pre-Stressed Concrete D Field Welding D Reinforced Masonry O Fireproofing l~l Epoxy Anchorsn Material/Equipment:/' /ft/f.// 6J Aowv //% ^fg^^f (f fob . Weather: V X(.<.-#* Date Time Start:Time End:Time Billed: 10 f/Q # e^tr TZ> J- /A////f ///Q . as* Unless notsd otherwise, the work observed/is, to tte best of my knowledge, in compliance with theajjpraxed plans«i\d specifications. Inspector/Technician's Signatui Inspector/Technician (Print or Type Reg. # Superintendent's Sign / I lature'/Date d 3980 Home Avenue f San Diego, CA 92105 -f 619-550-1700 > FAX 619-550-1701 EsGil Corporation In (Partners Rip -with government for <BuiCding Safety DATE: 10/22/2010 ^g JUF JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 101703 SET: II PROJECT ADDRESS: 2283 Cosmos Ct. PROJECT NAME: Install One Vertical Reciprocating Conveyor (VRC) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. X3 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: XI 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: M^(by: ) Fax #: Mail Telephone/ Fax In Person /<] REMARKS: 1. Please remove sheet S1, E1 and E2 from city I set (at building department) and slip into city II set (at building department. 2, City to field verify that the path of travel from the handicapped parking space to the VRC area^and the bathrooms serving the VRC area complies with all the current disabled access requirements. By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 10/18 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (Building Safety DATE: 9/30/2O10 a APPUCANT JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 101703 SET: I PROJECT ADDRESS: 2283 Cosmos Ct. PROJECT NAME: Install One Vertical Reciprocating Conveyor (VRC) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. X3 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. X! The applicant's copy of the check list has been sent to: Rodney Thomas 14373 Telephone Ave. Chino, CA 91710 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Rodney Thomas (X«M) Telephone #: 909-247-0819 Date contacted: to (l Ifo (by: \H~ ) Fax #: 909-902-9660 Mail Telephone / Fax-/ In Person REMARKS: By: David Yao Enclosures: EsGil Corporationn GA n EJ D PC 9/23 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 101703 9/30/2010 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 101703 OCCUPANCY: VRC TYPE OF CONSTRUCTION: ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 9/30/2010 JURISDICTION: City of Carlsbad USE: lift ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/23 PLAN REVIEWER: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Gity Of Carlsbad 101703 9/30/2010 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 UMC, 2006 UPC and the 2005 NEC. 2. Page 8 of the calculation shows R=3.25 was used to calculating the seismic force. Please provide information to show why R=3.25 was used?, (cantilever column?) 3. Page 8 of the calculation shows the anchor of the Pflow unit. Where on the plan shows the anchor required? 4. Page 9 of the calculation shows TS4x4x3/16 transverse brace was used to support the Pflow unit. Where on the plan shows the TS location and size and all the connection details? 5. The plan view -1sr level shows cross hatch walls around VRC. What are these walls? Existing or new? Construction details? 6. The plan view-2nd level shows cross hatch wall at one side of VRC. . What are these walls? Existing or new? Construction details? 7. The plan view-2nd level shows column(?) around the VRC. What are these structural element? Connection details? Calculation? 8. The plan view shows some wide flange columns. What are these wide flange columns? Part of VRC? Support for VRC? 9. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Show the bathrooms serving the VRC comply with all the current disabled access requirements. Title 24, Part 2. City of, Carlsbad 101703 9/30/2010 10. 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. 11. 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: Q Yes Q No 12. 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 David Yao at Esgil Corporation. Thank you. City of Carlsbad 101703 9/30/2010* [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2283 Cosmos Ct. BUILDING OCCUPANCY: PLAN CHECK NO.: 101703 DATE: 9/30/2010 TYPE OF CONSTRUCTION: BUILDING II AREA PORTION ( Sq. Ft.) vertical lift Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Valuation Multiplier By Ordinance Reg. Mod. per city VALUE ($) 26,000 26,000 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: fl Repetitive FeeRepeats Complete Review D Other i—| Hourly EsGil Fee Structural Only Hr. $260.88 $169.57 $146.09 Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB /O " /7 0 3 DATE ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR « $17,000.00) OTHER TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING PLANNER ENGINEER DATE DATE Docs/Mlsforms/Piannlng Engineering Approvals PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB101703 DATE 9/15/10 ADDRESS 2283 COSMOS CT RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER PLANNER GINA RUIZ ENGINEER DATE 9/21/10 DATE H:\AJfflN\COUNTER/PUNNING/ENGINEERIG APPROVALS tructural ngineering _ 12OO N. Jefferson Ste, Ste F Anaheim. CA 02507 Tel: 714-.632.733O Fax: 714-.632.7763 Project: CTDI INC Address: 22836 Cosmos Court Project #: K-051810-5 Carlsbad, CA 92009 Date: 10/13/10 _ Plan Check #: City of Carlsbad 101703, Esgil Plan Review Responses City of Carlsbad 1017O3 9/30/2WG 1, Provkfe a on the Title of the plans, stating that this project shall comply with the California Building Code, which fte IBC, UMC, 2006 UPC and the NEC. • Response: Title sheet of plans has been revised to include all relevant info requested 2, 8 of the shows R=3,26 to calculating the force,- provide information to show why R-3-25 was used?, (cantilever column?) Response: The seismic design has been revised to utilize R=1.5 to emulate a cantilevered system, even though in actuality, since the lift columns are tied at the top to the existing structure, the frame will not behave as a true cantilevered system 3, 8 of the calculation the anchor of the Pflow unit Where on the plan shows the anchor required? Response: See drawing #J13931, sheet 1 of 4 and 4 of 4 for anchor details and locations. 4, i of the calculation TS4x4x3/16 brace to support the Pflow unit Where on the plan shows the TS location and size and all the cofinectfon details? Response: See drawing #113931, sheet 3 of 4 for lateral brace specifications. Please note that the As Built design may be deferred depending on contractors choice for specific connection most applicable to site conditions. The engineer of record for the PFLOW unit shall certify the proposed connection. 6. The plan view -1st level shows cross hatch walls around VRC- What am walls?; Response: The cross hatched walls are part of an existing structure for which we are providing the lift to access. 6. . The plan v'mw-*2n(* wall at one of VRC,. What are these walls? Existing or new? Construction details? Response: The cross hatched walls are part of an existing structure for which we are providing the lift to access. of 2 <3&\o O03 oncepts ngineering 12OO N. Jefferson Ste, Ste F Anaheim, CA 02807 Tel: 714-.iS32.733O Fax: 714-.iS32.77iS3 Project: CTDI INC Address: 22836 Cosmos Court Projects: K-051810-5 Carlsbad, CA 92009 Date: 10/13/10 Plan Check #: City of Carlsbad 101703, Esgil Plan Review Responses 7. Ths plan vi@w»2Hd level shows oolumn(?) around the VRC, What are th^se structural element? Connection details? Calculation? Response: The VRC support columns are shown on drawing #J 13931, sheet 4 of 4. Any other column or structural element not specifically indicated on sheets J13931 are outside the scope of the work herein. 8,. The plan view shows some wide flange columns. What are these" wfde flange columns? Part of VRC? Support for VRC? Response: The VRC support columns are shown on drawing #J13931, sheet 4 of 4. Any other column or structural element not specifically indicated on sheets J13931 are outside the scope of the work herein. 9. The tenant and new and/orexisting, facilities serving the remodeled must be to and fu ration a I for the physically dfeabted. Show the • bathrooms serving the VRC comply wilts all the current disabled access requirements. Title 24; Part 2. ••' Response: All required information shall be shown on the revised plans. Respectfully, Ali Abolhassani, PE Principal SCE, Inc OCT 1 3 2013 Page 2 of2 tmctural concepts ngineering 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e-mail: mail@sceinc.net Project Name : CTDI INC. Project Number : K-051810-5 Date : 09/09/10 Street Address : 2283 COSMOS COURT City/State : CARLSBAD, CA 92009 Scope of Work : VERTICAL LIFT OCT i s 2ina s,tnuctural ngineenng 12QO Ni. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.6327763 By: A,A.Project: CTDI Inc Project #:K-051810-5 Design Data Configuration: Pflaw Unit #13931 (19'-8"' Tall x 5'-2" Wide x 5'-ll" Long) 1) The analyses of the storage equipment conforms to the requirements of the 2007 CBC & ASCE 7-05 2) Anchor bolts shall be provided by installer per ICC reference on the calculations herein. 3} All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 4) The slab on grade is 12" thick with minimum 3000 psi compressive strength. Soil bearing capacity is 1000 psf. 5) The adequacy of the existing platform and/or 2nd floor structure supporting VRC brace load is beyond the scope of this report Scope of Work Installation of vertical reciprocating conveyor (VRC) material product lift in a warehouse application. 3750 Ib max lift capacity. Existing platform design by others Configuration: Pfiow Unit #13931 (19'-8'" TaH x 5'-2" Wide x 5'-ll" Long) it DE I i 1H IT! 1 ! IE I Tlr LT H } F i-f E )i nilm a (i i 11 i n T i ir p v i i iF r F i r i r i a Configuration 71.00 in 236,00 in 62.00 in 1,260 Ib 3,750 Ib Anchors= (6) l/2"diam x 3.25" Embed Hilti Kwik BoltTZ ESP. 1917 per unit PfloW Industries, InC. 6720 N.TeutoniaAve., Milwaukee, WI53209 VRC Specifications Job#13931CTDIINC 6/21/2010 Page 1 -Specification Revision: 0 General Arrangement Drawing Revision: A Model: Maximum Load: Paint: Power Unit: Controls: Speed: 17fpm Deck: Smooth Plate D 1000 Ibs. Pflow Blue Ind. Enamel 3.0 HP, 460 VAC, 3 PH, 60 HZ, 4.3 F.L.A. 24 VAC, 2 Level, Momentary Contact, UL Control Panel, (1) Illuminated send operator. Send button illuminates to show location of lift (i.e. "Send to 2" button illuminates when lift is at level 2.) Unloading of equipment at site NOT BY PFLOW Mechanical erection NOT BY PFLOW Safety enclosures BY PFLOW WHERE NOTED Gates BY PFLOW WHERE NOTED Interlocks BY PFLOW Main power supplied prior to mech. erection within 10'-0" of lift motor & control panel NOT BY PFLOW Disconnect supplied NOT BY PFLOW Complete field wiring from main control panel to lift motor & control devices NOT BY PFLOW PLEASE NOTE THE FOLLOWING: 1. Gates, interlocks, & safety enclosures are mandatory per ANSI Standard B20.1 (Conveyors) & OSHA. The VRC is a freight conveyor to be used for the movement of material only. 2. 3. 4. 5. 6. The attached drawing is supplied for your approval. It represents the equipment, as it will be constructed. Site dimensions are for reference use only. Pflow Industries, Inc. cannot accept responsibility for their accuracy. Please verify that the equipment fits! The frame supports 3750 Ibs. maximum static weight and is anchored by (6) 1/2" diameter stud type anchors. Total carriage weight is approximately 1260 Ibs. All base plate and brace attachments to site must be with a minimum of (4) 1/2" minimum diameter HILTI KB-TZ (ESR-1917) anchors at 3 1/4" embedment depth. Gates and enclosures must be braced to the VF suggested. Enclosures not shown in elevation vi ^-f? " ':'f s'rr- >V"S! :ingle By rthomas at 2:26 pm, 7/20/10 CA State Building Code Chapter 17: Owner may-'uC t^wC^ LU rcUi.ii a ^^ai in the installation. Certain states may dictate additional requiremehts for "'installation 'arid/of permitting of lifts in seismic zones. Seismic review/design has not been included within the scope of Pflow's responsibility. Please check with local authorities or call Pflow Industries, Inc. for further assistance. 7. For all bolted connections (between columns, floor bracing) there must be full weld using 3/1 6" fillet welds after installation. fir APPROVED D APPROVED AS NOTED D REVISE & RESUBMIT BY: DATE: PFlow (414) 352-9000 (414) 352-9002 FAX lnfo@pflow.com DRAWING NUMBER J13931-SS 1 PflOW Industries, InC. 6720 N.TeutoniaAve., Milwaukee, WI53209 VRC Specifications Job#13931CTDIINC 6/21/2010 Page 2 - Specification Revision: 0 General Arrangement Drawing Revision: A 8. Installation must be in accordance with all local, state, and national applicable codes. 9. Special licensing requirements for installation, service, &/or maintenance. An installation & operation permit, inspection, & load test are required - not by Pflow. Organization applying for permit must have a California contractor's license & CAL-OSHA certification (& a LA business license if unit is installed in City of LA). Seismic design may be required, check with your local authority or insurance company. 10. It is the customer's, general are suitabl! ability of building s; minimum diameter UPflrovjEDr: By fthomas "at- 2: well as the building and site in type of anchors in concrete, j, do not use less than (4) Vz epth at any attachment point. 11. Seismic design submittals stamped by CA PE may be required (including special OSHPD design & submittals for health care facilities) - check with your local building code official or insurance company. 12. The carriage is designed to ship in 1-piece. See GA drawing for carriage dimensions & other major components to ensure they can be moved from the truck & into lift installation area. 13. Each column requires bracing for stability in front to back and side to side directions (by installer). In addition to the installation manual, refer to the project specific seismic calculations (not by Pflow) for all bracing design, anchor specifications, and field welding requirements including column splices if applicable. APPROVED D APPROVED AS NOTED D REVISE & RESUBMIT BY: DATE: (414) 352-9000 (414) 352-9002 FAX in fo©p flow.com DRAWING NUMBER J13931-SS M-!0 EACH COLUMN REQUIRES BRACING IN BOTH FRONT TO BACK & SIDE TO SIDE DIRECTIONS (BY INSTALLER). BRACING SHOWN IS FOR REFERENCE ONLY - CONSULT INSTALLATION INSTRUCTIONS & SEISMIC BRACING DRAWING. BRACING MUST RESIST ALL DYNAMIC OPERATIONAL LOADS. FOR REFERENCE. THE VERTICAL CONVEYOR AS SHOWN IMPOSES APPROXIMATELY 575# OF STATIC LATERAL LOAD AT 2ND LEVEL ELEVATION. VISUAL SAFETY BARRIER & BRACING BY PFLOW, FIELD FITUP OF BRACING BY INSTALLER. BARRIER TO WITHSTAND 200# STATIC LATERAL FORCE 7'-0" EXP. METAL BACK STOP PANEL 8'-0" PANEL HEIGHT GATE HEIGHT CARR. J _|U THICKNESS EFF. CARR. WIDTH OA. CARR. WIDTH PIT WIDTH LIFT FRONT VIEW By at pm, D APPROVED ^APPROVED AS NOTED D REVISE & RESUBMIT BY: DATE: PFLOW INDUSTRIES, INC. 6720 North Teutonic Ave. Milwaukee, Wl 53209 (414) 352-9000 (414) 352-9002 FAX info6pflow.com TITLE CTDI INC. CALSBAD, CA DATE 5/27/10 DRAWN AEB SCALE N.T.S. CHECKED JB DRAWING NUMBER J13931-GA SHT OF REV A 23"WD X31"LG X 35"HG MOTOR/PUMP WITH LOCKABLE COVER TO BE LOCATED WITHIN 10'-0" OF LIFT AT 1ST LEVEL. S'-O" PIT LENGTH LIFT LH VIEW " INTERLOCK 7'-6" HEIGHT OF SAFETY BARRIER (6'-0") EFF. 1 CARR. LENGTH n 6'-1l|" OA, ______ ^ CARR. LENGTH T-2g OA. UNIT LENGTH 4" PIT J DEPTH D APPROVED P APPROVED AS NOTED D REVISE & RESUBMIT BY: DATE: REV 6/21/10 DATE AEB ECN REVISIONS INDUSTRIES, INC. 672° North Teutonio Ave.Milwaukee, Wl 53209 352-gooo (414) 352-9002 FAX in tag*; flow, com HUE CTDI INC. CALSBAD, CA. DATE ,5/27/10 AEB SCALE N.T.S. CHECK£D JB DRAWING NUMBER J1 SHT OF REV 7'-0" HIGH EXP. METAL BACK STOP PANEL & BRACING BY PFLOW, FIELD FITUP OF BRACING BY INSTALLER. PANEL TO WITHSTAND 200# STATIC FORCE. NOTE PANEL SITS OUTSIDE SAFETY BARRIER POST GATE FROM BELOW A MINIMUM OF 4" REQ'D FROM FLOOR EDGE TO BACK OF DOOR FRAME FOR INTERLOCK TO BE INSTALLED & WORK PROPERLY BI-PARTING SWING DOOR NOT BY PFLOW. INTERLOCK BY PFLOW PLAN VIEW - 2ND LEVEL 6" & 1'-0"WD X 8'-0"HG ENCLOSURES 7'-2" GATE WIDTH CLEAR ON TO CARR. VERTICAL ACTING GATE, DELETE MOUNTING TAB THIS SIDE 5'-6" WIDTH 7'-0" HIGH EXP. METAL DROP BAR & SNAP CHAIN LIFT FRONT y, x 8'-0" PIT & SHAFT LENGTH PLAN VIEW - 1ST LEVEL By rthomas at 2:36 pm, 7/20/10 APPROVED D APPROVED AS NOTED D REVISE & RESUBMIT BY: DATE: REV 6/21/10 DATE AEB ECN REVISIONS PFLOW INDUSTRIES, INC. 6720 North Teutonic Ave. Milwaukee. Wl 53209 (414) 352-9000 (414) 352-9002 FAX info@pflow.com TITLE CTDI INC. CALSBAD, CA. DATE 5/27/10 DRAWN AEB io SCALE N.T.S. CHECKED JB DRAWING NUMBER J13931-GA SHT OF A. REV A EACH COLUMN REQUIRES BRACING IN BOTH FRONT TO BACK & SIDE TO SIDE DIRECTIONS (BY INSTALLER). BRACING SHOWN IS FOR REFERENCE ONLY - CONSULT INSTALLATION INSTRUCTIONS & SEISMIC BRACING DRAWING. BRACING MUST RESIST ALL DYNAMIC OPERATIONAL LOADS. FOR REFERENCE, THE VERTICAL CONVEYOR AS SHOWN IMPOSES APPROXIMATELY 575# OF STATIC LATERAL LOAD AT 2ND LEVEL ELEVATION. VRC VERTICAL GUIDE COLUMNS A.RE WS X 15| AMD' ARE FACTOR V *ELpEO TO THE BASE PLATES WITH .ft" FULL FILLET WELD " 5"-S" PIT WIDTH •1ST LEVEL REVISIONS TFLOW 1SDUSTRIES INCr~'"<*W3st-WM "ena «nnh Toumiig a* {4'i4> sss-saai rvocWl 53203 DETAIL, BASE PLATE CTDI INC, CALSBAB, CA, 10/11 /TO AEB EHMMMWH* J1J931-BPL QSHBON WEDG6 ANCHOR PEH ICC ESH #1917 SPECWLJNSPECT1DNJS REQUIRED DURING IfCTALL (3) ANCHORS PER BASEOUATE SECOND FLOCK UtTBUL SRACE SNML 86 154K4jc3/ldOR L4X4K1/4. ATTACH CA, END HTH OTHER;A. (2) \fff OR 5 y-B.CA B) FCU) KU) MTH 3/I61 x AU. AROUND FILLET «EUXnEU) KU)S RCOURE OePl/IY WSPEC7ION DUUNOVEUXMC I D APPROVED D APPROVED AS NOTED D REVISE & RESUBMIT BY: DATE: B REV 7/23/10 6/21/10 DATE AEB AEB BY EON REVISIONS PFLOW INDUSTRIES, INC. (414) 352-9000 6720 North Teutonic Ave. (414) 352-9002 FAX Milwaukee, Wl 53209 info@pflow.com DUE CTDI INC. CALSBAD, CA DATE 5/27/10 DRAWN AEB SCALE N.T.S. CHECKED JB DRAWING NUMBER J13931-GA SHT REV B Structural ngmeenng 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel; 714.632.7330 Fax: 714.632.7763 By: A.A.Project: CTDI Inc Project #:K-051810-5 Design Data Configuration: Pflow Unit #13931 (19'-8"' Tall x 5'-2" Wide x 5'-lln Long) 1) The analyses of the storage equipment conforms to the requirements of the 2007 CBC & ASCE 7-05 2) Anchor bolts shall be provided by installer per ICC reference on the calculations herein. 3) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 4) The slab on grade is 12" thick with minimum 3000 psi compressive strength. Soil bearing capacity is 1000 psf. 5) The adequacy of the existing platform and/or 2nd floor structure supporting VRC brace load is beyond the scope of this report Scope of Work Installation of vertical reciprocating conveyor (VRC) material product lift in a warehouse application. 3750 Ib max lift capacity. Existing platform design by others Configuration; Pflow Unit #13931 fl9'-8"' Tall x 5'-2" Wide x 5'-ll" Long) EACH CSUIS'i MJfiES SUM IN SOIH FRONT TO BACK 4 3CE TC SO: ORECTI SEV KSTSUBS. BRAS3S $WH IS F08 REFERENCE ONLY - C8BJLT KTALLs.TlC ISSWJCTI38 4 SBSMK BACINS GEASNG. StiiXi SRT EIST AIL OBAMIC PBWKM LOAS. FK SEFEBH, THE VfWICAL CSVEW5 K mm WOSE A?F8f3IKTEL'( 575j OF STATIC LAW LOAD AT 2ND LE'fi ELEVATION. UETL IF 3'- PA HEI TE GHT •'- 01 TH GA E'f .EL ff > EL > - W f ( .AR L ft.. HE TE « OHT 4' SB. J 1KCM3S r \ \ \ I • $ 1 i 1 li 1 ffl 1m iM ; EWFftB/E ! . !4'-o"! EFF. _ * CASi. BTH * •;-5'?IT»BTH /- F .L FETi / P.i IE' , i- 1 "1 a ^ TELC LFb "1 -i CT T UTEI- L F _> / ' J6 K 5-^ CARR. K, WIGHT HEffiHf / Configuration 1 | D= 71.00 in H= 236.00 in L= 62.00 in Dead Load= 1,260 Ib | LiveLoad= 3,750 Ib * Iffj fl Anchors= (6) l/2"diam x 3.25" Embed HilH Kwik BoltTZ ESR 1917 per unit Page of 0 Nru^tural woncgpts _ • ~3T ^^^ ngmeermg 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A. Seismic Forces Lateral analysis is performed with V= F * SDS * Ip SDS= Ss*Fa*2/3 = 0.7960 V= 0.5307 Seismic Load Seismic Coeff= 0.5307 W-DL- 1,260 Ib Project: CTDI Inc Project #: K-051 81 0-5 Configuration: Pflow Unit #13931 (19'-8m Tall x 5'-2" Wide x S'-ll" Long) regard to 2007 CBC sec 1613 & ASCE 7-05 12.14.8.1 *W/R Ss= 1.147 dBFTraoT* F= 1.0 (Either Direction) W-LL= 3,750 Ib V= 0.5307 * (1260 Ib + 3750 Ib) = 2,659 Ib •* seismic V"~t3tiC~ 575 Ib <•+•=«<• r,n- ~,fr: F.F. Veff— E- 2 659 lb^ — H= 236.0 in Hl= 171.0 in — seismic governs Depth= 71.0 in D Elevation V H T H1 i , Movt= V * HI = 454,689 in-lb = 114,345 in-lb Load Case 1: (DL + LL + E] Load Case 2: (DL + E) T= (Movt - Mst)/D = 3,962 Ib Load Case 1: (0.9*DL + LL + E) = 1,043 Ib Load Case 1: (0.9*DL + LL + E) Mst= (0.9 * WDL + WLL) * D/2 = (1260 Ib * 0.9 + 3750 Ib) * 71 in/2 = 173,382 in-lb Load Case 1: (0.9*DL + LL + E) = 40,257 in-lb Load Case 1: (0.9*DL + LL + E) Tmax= 3,962 Ib Anchor Check (6) l/2"diam x 3.25" Embed Hilti Kwik Bolt TZ anchor(s) unit (3 per baseplate). Special inspection is required per ICC ESR 1917. Pullout Capacity=Tcap= 2,386 Ib Shear Capacity=Vcap= 2,837 Ib Tcap*Phi= 2,386 Ib Vcap*Phi= 2,837 Ib (1320 lb/2386 lb)Al + (443 lb/2837 lb)Al = # Anchor per baseplate= 3 Phi= 1.00 Shear/Anchor= 443 Ib 0.71 <= 1.0 OK Page of ngmeermg 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A.Project: CTDI Inc Project #:K-051810-5 Transverse Brace Configuration: PflowOnitffl3931 (19-8 Taffx5-2 widex5-11 Long) Section Loads Section= TS4x4x3/16 Area= 2.77 inA2 Ix= 6.59 inA4 Sx= 3.30 inA3 rx= 1.54 in Iy= 6.59 inA4 Sy= 3.30 inA3 ry= 1.54 in Stress Increase= 1.00 Fy= 46,000 psi Kx= 1.0 Ky= 1.0 Lx= 120 in Ly= 120 in Cm= 1.0 Pmax= 2,659 Ib Mmax= 0 in-lb (kl/r)x= (1*120 in/1.54 in) = 77.92 (kl/r)y = (1*120 in/1.54 in) = 77.92 (kl/r)max= 77.92 Cc = (2nA2E/Fy)A0.5 = 111.6 (KL/r)max < Cc, Eqtn E2-1 Applies Fa =n-f(kl/r)A2/2CcA2yiFy 5/3 + 3(kl/r)/8Cc - (kl/r)A3/8CcA3 = 18,440 PSI fa= P/AREA = 960 psi fa/Fa= 0.05 <0.15 fbx= M/S = 0 psi F'ex= (12*nA2*E)/(23*(KL/r)A2) = 24,594 psi (l-fa/F'e)= 1.00 (Hl-3): Fbx= 0.6*Fy = 27,600 psi fb/Fb= 0. fa/Fa + fb/Fb= 0.05 <= 1 OK iWeld Capacity Shear= 2,659 Ib tweld= 0.188 in Lweld= 8.0 in FwelcM 70,000 psi | Bolted Connection Shear= 2,659 Ib Bolt Diam= 0.500 in # Bolt=N= 2 Fv= 21,000 psi Fu-steel= 58,000 psi t-min= 0.075 in Weld Capacity= tweld*0.7071*Lweld*0.3*Fweld = 22,333 Ib OK Shear Capacity= Bolt Area * N * Fv * 1.0 = 8,247 Ib OK Bearing Capacity= Bolt Diam * t-min * 1.2 * Fu * 1.0 = 5,220 Ib OK v/ont~-^~J^T, 1 ^Lf A is ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: A.A.Project: CTDI Inc Project #: K-051810-5 Slab on Grade Configuration: Pflow Unit #13931 (19'-8'" Tall x 5'-2" Wide x 5'-ll" Long) Base Assembly Base width=B= 8.00 in Base Length=D= 6.50 in Concrete f c= 3,000 psi tslab=t= 12.0 in phi=0= 0.65 Soil fsoil= 1,000 psf Movt= 454,689 in-lb Frame depth= 71.00 in # columns=N= 2 Load Case 1: Product + Seismic C stab til SLAB ELEVATION Product DL= 630 Ib Product LL= 1,875 Ib Puncture | Pu= 1.2PDL + l.OPLL + 1.0*E = 9,035 Ib Apunct= [(B+t)+(D+t)]*2*t = 924.0 inA2 Slab Bending | Asoil= (P*144)/(fsoil) = 1,301 inA2 x= (L-y)/2 = 2.4 in Fb= 5*(phi)*(fc)A0.5 = 178.01 psi P-seismic=E= L= (Asoil)A0.5 = 36.07 in M= w*xA2/2 = (fsoil*xA2)/(144*2) = 20 in-lb Movt/Frame depth (Strength Design Loads) 6,404 Ib Fpunct= 2.66*phi*sqrt(fc) = 94.7 psi fv/Fv= Pu/(Apunct*Fpunct) 0.10 < 1.0 OK y= (B*D)A0.5 + 1*2 = 31.2 in S-slab= l*tA2/6 = 24.0 inA3 fb/Fb= M/(S-slab*Fb) 0.00 < 1.0 OK Load Case 2: Static Loads PDL= 630 Ib Puncture • Pu= 1.2*PDL •-+ 1.6*PLL = 3,756 Ib Apunct= [(B+t)+(D+t)]*2*t = 924 inA2 Slab Bending Asoil= (Pu*144)/(fsoil) = 541 inA2 x= (L-y)/2 = 0.0 in Fb= 5*(phi)*(fc)A0.5 = 178.01 psi PLL= 1,875 Ib L= (Asoil)A0.5 = 23.26 in M= w*xA2/2 = (fsoil*xA2)/(144*2) = 0 in-lb Fpunct= 2.66*phi*sqrt(fc) = 94.7 psi fv/Fv= Pu/(Apunct*Fpunct) 0.04 < 1.0 OK y= (B*D)A0.5 + 1*2 = 31.2 in S-slab= l*tA2/6 = 24.0 inA3 fb/Fb= M/(S-slab*Fb) 0.00 < 1.0, OK Page oflv/ Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.121914 Longitude = -117.269989 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.147 (Ss, Site Class B) 1.0 0.434 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.121914 Longitude = -117.269989 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.041 ,Fv = 1.566 Period Sa (sec) (g) 0.2 1.194 (SMs, Site Class D) 1.0 0.679 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.121914 Longitude = -117.269989 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.041 ,Fv = 1.566 Period Sa (sec) (g) 0.2 0.796 (SDs, Site Class D) Converting Addresses to/from Latitude/Longitude/Altitude in One Ste...http://www.stevemorse.org/jcal/latlon.php Converting Addresses to/from Latitude/Longitude/Altitude in One Step Stephen P. Morse, San Francisco Batch Mode (Forward) Batch Mode (Reverse) J Batch Mode (Attitude) Deg/Min/Sec to Decimal j Computing Distances , Frequently Asked Questions My Other Webpages ; address |2283 COSMOS COURll | , . , .^"-"".'-^•"''''-"-"—'"-""-''-7 "'-'--' " ~"'""-™'' "".""""™"'.^^ i Acll-AlLlv.lt city (CARLSBAD I i , .. , i^=====:=====^===:==i, i longitude i St&tG ;UA j j above values must be in decimal k)2009 i I v/ith minus signs for south and west country [United States j ' r__^7_ __, ^ ^ ._ r.-____.rr_ ____.^_, _ — | Dgtgmnjng Address'.••-! I Preset i Determine Lat/Lon ;;]:; Get Altitudes [ | reset L_—,__,:_—_^_^_^_-_j L_^^__J Q Access geocoder.us / geocoder.ca (takes a relatively long time) googlejjlatitude i longitude i altitude! !decimal _ 133.121519^ _ [|-ni270226 !deg-min-sec!|33° 7 17.4684"||-1170 16; 12.8136" ; from use illatitude 'longitude | altitude! ([decimal J33.1220594996642 -117.2698J.2382802) j3^T~\9M4Tt i-117° 16' 11.3246" 2283 COSMOS CT CARLSBAD CA j from yahoo .latitude ijlongitude \ altitudel ((decimal !33.121914 11-117.2699^9 in>sec j33° 7' 18^904"ifll7° l^l 1.9604" 2283 Cosmos Ct, Carlsbad, CA 92011-1517 i from terraserver latitude longitude decimal 33.12204100 deg-min-sec i33° 7' 19.3476" altitude -117.27024500 -117° 16' 12.882", 2283 Cosmos Ct, Carlsbad, CA 92011-1517 Data presented here conies from the following websites: lofl 9/7/2010 9:39 AM Check a License - Contractors State License Board Page 1 of 1 Department of Consumer Affairs ^* Contractors State License card Contractor's License Detail - License # 861406 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. -» CSLB complaint disclosure is restricted by law (B&P_Z124j>) If 'his entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. -» Per B&P,1071,J1, only construction related civil judgments reported to the CSLB are disclosed. ••» Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • •'» Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number 861406 Extract Date: 9/15/2010 MCKilCEY'EL^ " " 17611 ARMSTRONG AVENUE Business Information IRVINE, CA 92614 _ Business.PhoneNjmber^949) 261-9222 Entity: : _ Corporation _ _, JssueJDate",,,",."' IIIIZI " JExpireJ^ZZIII _ _ License status This license fe current and active. All information below should be reviewed. Additional Status: _ _ _^ CLASS DESCRIPTION Classifications: C11 ELEVATOR INSTALLATION CONTRACTOR'S BOND This license filed Contractor's Bond number 245028 in the amount of $12,500 with the bonding company AMIBJ.CAN..QQNIRACIQRSJMQEMNJIYCQMPANY. Effective Date: 01/01 /2007 CootracjQr'.sBondinaHistory Bonding: ' " • "~ —• " ~ — "'"" ~ """"" BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) MC KINLEY WILLIAM MICHAEL certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 07/14/2005 BQI!|JpiidJrjgJiiatojy _______ _ ______ This license has workers compensation insurance with the mBlCH_&M£BiCmMmB&MCE£QMPAm. Policy Number:WC926746500 Workers' Compensation:Effective Date: 07/01/2010 Expire Date: 07/01/2011 ]^llie£s.'J3.ojBMQSa.tionJjisJocy. _ Personnel listed on this license (current or disassociated) are listed on other licenses. ••BBI .Cgnditjo.ns.o.fy.se | Privacy.Policy. Copyright © 2010 State of California _https^//www2.cslb.ca.gov/OnlineServices/CheckLicenseII/LicenseDetail.aspx?LicNum=8... 09/15/2010 \ fd I' 6 1 o \